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City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc...

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City of Bellingham Survey Information Report 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.
Transcript
Page 1: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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.

Page 2: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 3: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 4: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 5: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 6: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 7: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 8: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 9: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 10: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 11: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 12: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 13: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 14: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 15: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 16: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 17: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 18: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 19: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 20: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 21: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 22: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 23: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 24: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 25: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 26: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 27: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 28: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 29: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 30: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 31: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 32: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 33: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 34: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 35: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 36: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 37: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 38: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 39: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 40: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 41: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 42: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 43: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 44: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 45: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 46: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 47: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 48: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 49: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 50: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 51: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 52: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 53: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 54: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 55: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 56: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 57: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 58: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 59: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 60: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 61: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 62: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 63: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 64: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 65: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 66: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 67: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 68: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 69: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 70: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 71: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 72: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 73: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 74: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 75: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 76: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 77: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 78: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 79: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 80: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 81: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 82: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 83: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 84: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 85: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 86: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 87: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 88: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 89: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 90: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 91: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 92: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 93: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 94: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 95: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 96: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 97: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 98: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 99: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 100: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 101: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 102: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 103: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 104: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 105: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 106: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 107: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 108: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 109: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 110: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 111: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 112: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 113: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 114: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 115: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 116: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 117: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 118: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 119: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 120: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 121: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 122: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 123: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 124: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 125: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 126: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 127: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 128: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 129: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 130: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 131: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 132: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 133: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 134: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 135: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 136: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 137: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 138: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 139: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 140: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 141: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 142: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 143: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 144: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 145: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 146: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 147: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 148: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 149: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 150: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 151: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 152: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 153: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 154: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 155: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 156: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 157: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 158: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 159: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 160: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 161: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 162: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 163: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 164: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 165: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 166: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 167: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 168: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 169: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 170: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 171: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 172: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 173: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 174: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 175: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 176: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 177: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 178: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 179: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 180: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 181: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 182: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 183: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 184: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 185: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 186: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 187: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 188: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 189: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 190: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 191: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 192: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 193: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 194: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 195: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 196: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 197: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 198: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 199: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 200: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 201: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 202: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 203: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 204: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 205: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 206: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 207: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 208: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 209: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 210: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 211: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 212: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 213: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 214: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 215: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 216: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 217: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 218: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 219: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 220: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 221: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 222: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 223: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 224: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 225: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 226: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 227: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 228: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 229: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 230: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 231: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 232: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 233: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 234: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 235: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 236: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 237: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 238: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 239: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 240: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 241: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 242: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 243: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 244: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 245: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 246: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 247: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 248: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 249: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 250: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 251: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 252: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 253: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 254: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 255: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 256: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 257: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 258: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 259: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 260: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 261: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 262: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 263: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 264: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 265: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 266: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 267: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 268: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 269: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 270: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 271: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 272: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 273: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 274: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 275: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 276: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 277: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 278: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 279: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 280: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 281: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 282: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 283: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 284: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 285: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 286: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 287: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 288: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 289: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 290: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 291: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 292: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 293: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 294: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 295: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 296: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 297: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 298: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 299: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 300: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 301: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 302: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 303: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 304: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 305: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 306: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 307: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 308: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 309: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 310: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 311: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 312: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 313: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 314: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 315: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 316: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 317: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 318: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 319: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 320: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 321: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 322: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 323: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 324: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 325: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 326: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 327: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 328: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 329: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 330: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 331: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 332: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 333: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 334: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 335: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 336: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 337: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 338: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 339: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 340: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 341: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 342: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 343: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 344: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 345: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 346: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 347: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 348: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 349: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 350: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 351: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 352: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 353: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 354: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 355: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 356: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 357: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 358: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 359: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 360: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 361: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 362: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 363: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 364: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 365: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 366: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 367: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 368: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 369: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 370: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 371: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 372: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 373: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 374: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 375: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 376: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 377: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 378: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 379: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 380: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 381: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 382: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 383: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 384: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 385: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 386: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 387: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 388: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 389: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 390: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 391: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 392: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 393: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 394: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 395: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 396: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 397: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 398: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 399: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 400: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 401: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 402: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 403: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 404: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 405: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 406: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 407: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 408: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 409: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 410: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 411: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 412: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 413: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 414: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 415: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 416: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 417: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 418: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 419: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 420: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 421: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 422: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 423: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 424: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 425: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 426: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 427: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 428: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 429: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 430: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 431: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 432: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 433: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 434: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 435: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 436: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 437: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 438: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 439: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 440: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 441: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 442: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 443: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 444: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 445: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 446: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 447: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 448: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 449: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 450: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 451: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 452: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 453: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 454: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 455: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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

Page 456: City of Bellingham Survey Information Report of Survey ......Horizontal Calc By: Vertical Calc By:LARRY STEELE & ASSOCIATES Project No.:ES-0425 Point Description:BRASS MON AT COWGILL

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


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