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City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
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 NAD 83/98 Data Report contains survey data that has coordinates in the NAD 83/98 Washington State Plane-North Zone Horizontal Datum.
It includes data from a variety of sources including the Horizontal Control
Network Project (2004-2007) and points collected for Capital Improvement
Project surveys, and includes GPS and conventional survey methods.
The Vertical datum varies as shown.
Please note that some of these monuments may have been raised since the
reported data was collected.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
8Monument ID: Other Reference ID:
SITE_DESC NORTH & UNDINE
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
MON FOUND 9-6-05
Remarks:
647,684.9300
1,250,762.9300
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:DAVID EVANS & ASSOCIATES,
INC.
Horizontal Calc By:
ES-0466Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB1009-1-5Comments:
12/08/2014Horizontal Calc Date: Vertical Calc Date:
647,684.9245
1,250,762.9923
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0300Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:FERGUSON LAND SURVEYINGHorizontal Calc By:
EU-0163Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 900-3Comments:
07/29/2014Horizontal Calc Date: Vertical Calc Date:
201/13/2016Mon# 8
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
647,684.9246
1,250,762.9923
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0100Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0151Project No.:
C-MONPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 932-3 PROJECT POINT #451Comments:
11/10/2010Horizontal Calc Date: Vertical Calc Date:
301/13/2016Mon# 8
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
9Monument ID: Other Reference ID:
SITE_DESC UNDINE & R.R. R/W N/O NORTH
PLAT LINECorner Type: CL AT PLAT LINECorner Description:
BRASS MONMonument Type:
MON FOUND 9-6-05
Remarks:
647,994.6537
1,250,769.7045
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0100Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0151Project No.:
C-MONPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 932-3 PROJECT POINT #455Comments:
11/10/2010Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 9
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
10Monument ID: Other Reference ID:
SITE_DESC TOLEDO & R.R. R/W N/O NORTH
RIGHT-OF-WAY PICorner Type: CL TOLEDO AT PLAT
LINE
Corner Description:
BRASS MONMonument Type:
Remarks:
648,002.1571
1,250,419.7874
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0100Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0156Project No.:
C-MONPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 966-1. PROJECT POINT 322Comments:
03/14/2012Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 10
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
21Monument ID: Other Reference ID:
SITE_DESC SILVERBEACH AV & DAKIN ST
RIGHT-OF-WAY INTERSECTIONCorner Type: CL AT PLAT LINECorner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.Remarks:
648,159.8050
1,257,557.7250
48 45 57.59166
-122 25 14.98859 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 10 55Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:WILSON ENGINEERING LLC.Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
adjusted ROS AF2071002449Comments:
05/31/2006Horizontal Calc Date: 05/31/2006Vertical Calc Date:
648,159.7790
1,257,557.7410
48 45 57.59141
-122 25 14.98834 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 10 55Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:WILSON ENGINEERING LLC.Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
05/31/2006Horizontal Calc Date: 05/31/2006Vertical Calc Date:
101/13/2016Mon# 21
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
648,159.8050
1,257,557.7250
48 45 57.59166
-122 25 14.98859 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 10 55Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
adjusted ROS AF2071002449Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
648,159.8300
1,257,557.7090
48 45 57.59191
-122 25 14.98884 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 10 55Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
201/13/2016Mon# 21
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
24Monument ID: Other Reference ID:
SITE_DESC DAKIN ST & E CONNECTICUT ST
RIGHT-OF-WAY INTERSECTIONCorner Type: CL AT PLAT LINECorner Description:
BRASS MONMonument Type:
Remarks:
647,829.1937
1,257,552.3777
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EV-0043Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB885-3,4 project point 18Comments:
10/27/2006Horizontal Calc Date: 10/30/2006Vertical Calc Date:
101/13/2016Mon# 24
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
25Monument ID: Other Reference ID:
SITE_DESC DAKIN & FORT
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.Remarks:
647,509.4456
1,257,546.3569
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EV-0043Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB885-3,4 project point 17Comments:
10/27/2006Horizontal Calc Date: 10/30/2006Vertical Calc Date:
647,509.4310
1,257,546.3400
48 45 51.17339
-122 25 14.95824 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 10 55Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
101/13/2016Mon# 25
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
26Monument ID: Other Reference ID:
SITE_DESC SILVERBEACH AVE & PETERS ST
RIGHT-OF-WAY INTERSECTIONCorner Type: CL AT PLAT LINECorner Description:
BRASS MONMonument Type:
Remarks:
648,149.2035
1,258,072.6156
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
ES-0361Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 899-1 project point no 15Comments:
09/27/2006Horizontal Calc Date: 09/28/2006Vertical Calc Date:
101/13/2016Mon# 26
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
32Monument ID: Other Reference ID:
SITE_DESC ST. CLAIR & SEC. LINE
SECTION SIXTEENTH CORNERCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.Remarks:
646,284.8420
1,253,590.2210
48 45 38.28349
-122 26 13.61182 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 11 39Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
101/13/2016Mon# 32
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
34Monument ID: Other Reference ID:
SITE_DESC MEADOR & 1/4 COR.
SECTION QUARTER CORNERCorner Type: 1/4 CORNER
SECTION 29/30 T38N
R3E
Corner Description:
BRASS MONMonument Type:
RAISED FOR LINCOLN ST PROJECT 1991. VISITED FOR NAD 83/98 CONTROL
NETWORK 2006. MAY BE DISTURBED BY TRAIL PROJECT ES-0413
Remarks:
643,806.1200
1,246,975.4020
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0163Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 992-1Comments:
07/01/2014Horizontal Calc Date: 07/01/2014Vertical Calc Date:
643,806.1662
1,246,975.4817
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0140Project No.:
C-BDS FND 1/4 COR. S/WPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB915-1 proj point 2Comments:
10/28/2008Horizontal Calc Date: 10/28/2008Vertical Calc Date:
101/13/2016Mon# 34
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
643,806.1300
1,246,975.4630
48 45 12.45942
-122 27 51.52770 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 12 51Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
201/13/2016Mon# 34
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
38Monument ID: Other Reference ID:
SITE_DESC JENKINS & D ST.
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
MON FOUND 8-8-05
Remarks:
646,143.9500
1,243,752.5400
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0500Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0134Project No.:
C-BP FND D./JENKINS pnt 4985Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 897-1,2Comments:
09/12/2006Horizontal Calc Date: 09/12/2006Vertical Calc Date:
101/13/2016Mon# 38
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
45Monument ID: Other Reference ID:
SITE_DESC PROSPECT ST & CENTRAL AV
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED BY DAVID EVANS 2005.
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.
Remarks:
644,043.8274
1,242,943.4541
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0600Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:CONSTRUCTION SURVEYORS N
W INC.
Horizontal Calc By:
ES-0373Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 894-4Comments:
02/01/2007Horizontal Calc Date: Vertical Calc Date:
644,043.8274
1,242,943.4541
48 45 13.95685
- 122 28 51.75711 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
ELEVATION NO LONGER VALID.Comments:
01/24/2006Horizontal Calc Date: 01/24/2006Vertical Calc Date:
101/13/2016Mon# 45
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
48Monument ID: Other Reference ID:
SITE_DESC COWGILL AV & 6 TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
REPLACED BY LSA FOR 2005 OVERLAY PROJECT. VISITED FOR NAD 83/98
CONTROL NETWORK SURVEY 2006.
Remarks:
630,367.9542
1,235,857.9678
48 42 57.53567
-122 30 33.02164 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 14 52Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 48
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
50Monument ID: Other Reference ID:
SITE_DESC DONOVAN AV & 6TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
630,978.0980
1,235,870.6430
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0163Project No.:
C-BDB 6TH/DONOVANPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 992-1Comments:
07/01/2014Horizontal Calc Date: 07/01/2014Vertical Calc Date:
101/13/2016Mon# 50
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
57Monument ID: Other Reference ID:
SITE_DESC FIELDSTON & WILLOW
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 8-20-99Remarks:
627,890.1960
1,235,624.8850
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0600Horizontal Accuracy 0.0600Vertical Accuracy:
WHATCOM COUNTYVertical Calc By:WHATCOM COUNTYHorizontal Calc By:
EU-0140Project No.:
C-BDS-FIELDSTON-WILLOWPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 922-2Comments:
12/04/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
101/13/2016Mon# 57
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
60Monument ID: Other Reference ID:
SITE_DESC FIELDSTON & LINDEN
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 11-93, RAISED 8-20-99. VISITED FOR NAD 83/98 CONTROL NETWORK
SURVEY 2006.
Remarks:
626,803.9020
1,235,658.9260
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0600Horizontal Accuracy 0.0600Vertical Accuracy:
WHATCOM COUNTYVertical Calc By:WHATCOM COUNTYHorizontal Calc By:
EU-0140Project No.:
C-BDS-LINDEN-FIELDSTONPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 922-2Comments:
12/04/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
626,803.9600
1,235,658.9750
48 42 22.33419
-122 30 34.83065 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 14 53Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:WILSON ENGINEERING LLC.Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
01/23/2007Horizontal Calc Date: 01/23/2007Vertical Calc Date:
101/13/2016Mon# 60
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
61Monument ID: Other Reference ID:
SITE_DESC WILLOW & P.C. E/O CLARK
RIGHT-OF-WAY PCCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
628,076.7570
1,236,137.9530
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0600Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:WHATCOM COUNTYHorizontal Calc By:
EU-0140Project No.:
C-BDS-WILLOW-PCPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 922-2Comments:
12/04/2008Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 61
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
68Monument ID: Other Reference ID:
SITE_DESC WILSON AV & 15TH ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 12-93, REPLACED BY LSA FOR 2005 OVERLAY PROJECT. VISITED FOR NAD
83/98 CONTROL NETWORK SURVEY 2006.
Remarks:
630,619.1093
1,238,434.3459
48 43 00.56511
-122 29 54.69420 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 14 23Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 68
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
79Monument ID: Other Reference ID:
SITE_DESC BROAD (WEBSTER) & CROSS
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.Remarks:
627,219.5830
1,237,565.4990
48 42 26.84310
-122 30 06.54814 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 14 32Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
WILSON ENGINEERING LLC.Vertical Calc By:WILSON ENGINEERING LLC.Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
01/22/2007Horizontal Calc Date: 01/22/2007Vertical Calc Date:
101/13/2016Mon# 79
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
82Monument ID: Other Reference ID:
SITE_DESC LYLA & WILLOW
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 11-93Remarks:
628,173.8110
1,236,726.8560
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0600Horizontal Accuracy 0.0600Vertical Accuracy:
WHATCOM COUNTYVertical Calc By:WHATCOM COUNTYHorizontal Calc By:
EU-0140Project No.:
C-BDS-LYLA-WILLOWPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 922-2Comments:
12/04/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
101/13/2016Mon# 82
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
83Monument ID: Other Reference ID:
SITE_DESC LYLA & FERN
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.Remarks:
627,819.6058
1,236,723.0866
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0600Horizontal Accuracy 0.0600Vertical Accuracy:
WHATCOM COUNTYVertical Calc By:WHATCOM COUNTYHorizontal Calc By:
EU-0140Project No.:
C-BDS-FERN-LYLAPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 922-2Comments:
12/04/2008Horizontal Calc Date: 01/06/2009Vertical Calc Date:
627,819.6058
1,236,723.0866
48 42 32.58194
-122 30 19.29898 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 14 41Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 83
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
90Monument ID: Other Reference ID:
SITE_DESC 22ND & CODY
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.Remarks:
628,829.3825
1,240,701.0670
48 42 43.39198
-122 29 20.32732 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 13 58Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
NOTE: MON RAISED 2008Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 90
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
99Monument ID: Other Reference ID:
SITE_DESC 8TH & LARRABEE
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
CONCRETE MONMonument Type:
Remarks:
631,278.9320
1,236,437.5010
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0163Project No.:
C-BDS-W/PIN 1' DOWNPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 992-1Comments:
07/01/2014Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 99
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
102Monument ID: Other Reference ID:
SITE_DESC 13TH ST & LARRABEE AV
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
MON RAISED FOR 1995 OVERLAYRemarks:
631,249.4310
1,237,837.3450
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0163Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 992-1Comments:
07/01/2014Horizontal Calc Date: Vertical Calc Date:
631,249.4563
1,237,837.3520
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0200Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0151Project No.:
C-BDS PROJECT PNT 758Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 927Comments:
07/13/2009Horizontal Calc Date: 07/13/2009Vertical Calc Date:
101/13/2016Mon# 102
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
107Monument ID: Other Reference ID:
SITE_DESC 10TH & GAMBIER
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
CONCRETE MONMonument Type:
BURIED 2.5 FT DOWNRemarks:
632,976.5310
1,237,033.0630
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Real Time KinematicHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0600Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EN-0037Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
Comments:
11/30/2011Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 107
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
108Monument ID: Other Reference ID:
SITE_DESC 1973 CADASTRAL SURVEY, MON IS
STAMPED 24-1 (24TH N OF DOUGLAS)
CADASTRAL SURVEY REFERENCE POINT 1973Corner Type: 1973Corner Description:
BRASS MONMonument Type:
REPLACED BY LSA FOR 2005 OVERLAY PROJECTRemarks:
633,157.3250
1,241,469.2940
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
ES-0479Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
Comments:
04/14/2014Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 108
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
109Monument ID: Other Reference ID:
SITE_DESC 24TH & 1/4 COR. N/O DOUGLAS
SECTION QUARTER CORNERCorner Type: 1/4 CORNER
SECTION 1 T37N R2E
& 6 T37N R3E
Corner Description:
BRASS MONMonument Type:
REPLACED BY LSA FOR 2005 OVERLAY PROJECT. VISITED FOR NAD 83/98
CONTROL NETWORK SURVEY 2006.
Remarks:
633,403.6280
1,241,480.4480
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
ES-0479Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
Comments:
04/14/2014Horizontal Calc Date: Vertical Calc Date:
633,403.6342
1,241,480.4417
48 43 28.68233
-122 29 10.17403 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 13 50Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 109
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
110Monument ID: Other Reference ID:
SITE_DESC 24TH ST & TAYLOR AV
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
REPLACED BY LSA FOR 2005 OVERLAY PROJECTRemarks:
633,664.4210
1,241,482.3160
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
ES-0479Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
Comments:
04/14/2014Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 110
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
111Monument ID: Other Reference ID:
SITE_DESC 24TH & COLLEGE PARKWAY
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
CONCRETE MONMonument Type:
Remarks:
634,053.0800
1,241,492.2400
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0300Horizontal Accuracy 0.0500Vertical Accuracy:
DAVID EVANS & ASSOCIATES, INC.Vertical Calc By:DAVID EVANS & ASSOCIATES,
INC.
Horizontal Calc By:
ES-0358Project No.:
C-FND-MON PROJ PNT #189Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 926Comments:
11/01/2009Horizontal Calc Date: 11/01/2009Vertical Calc Date:
101/13/2016Mon# 111
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
118Monument ID: Other Reference ID:
SITE_DESC HIGHLAND DR & PT N/O FERRY ST.
RIGHT-OF-WAY PTCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 11-93
HOUSE # 444
Remarks:
635,344.9700
1,239,523.7570
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #504Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 118
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
119Monument ID: Other Reference ID:
SITE_DESC ADAMS AV & HIGHLAND DR
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY.Remarks:
634,865.2160
1,239,513.4150
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB-940-1 PROJECT POINT #505Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
634,865.2159
1,239,513.4148
48 43 42.68293
-122 29 39.97381 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
- 1 14 12.2Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
11/11/2006Horizontal Calc Date: 11/11/2006Vertical Calc Date:
101/13/2016Mon# 119
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
122Monument ID: Other Reference ID:
SITE_DESC EASTON & D.L.C. MON E/O HIGHLAND DR.
DONATION LAND CLAIMCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
634,481.8670
1,239,642.8250
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #535Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 122
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
123Monument ID: Other Reference ID:
SITE_DESC EASTON AV & RIDGEWAY DR
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
634,478.4340
1,239,803.8990
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #511Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 123
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
125Monument ID: Other Reference ID:
SITE_DESC 20TH ST & EASTON AV
WITNESS POINTCorner Type: Corner Description:
CONCRETE MONMonument Type:
Remarks:
634,470.9340
1,240,151.8230
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
CMF DOWN 1.3'Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #534Comments:
08/09/2011Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 125
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
126Monument ID: Other Reference ID:
SITE_DESC 20TH ST & P.I. N/O EASTON AV
RIGHT-OF-WAY PICorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 11-93, MON RAISED FOR 1997 OVERLAYRemarks:
634,606.8820
1,240,154.9210
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB-940-1 PROJECT POINT#532Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 126
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
127Monument ID: Other Reference ID:
SITE_DESC ADAMS AV & RIDGEWAY DR
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 11-93Remarks:
634,858.7560
1,239,817.3410
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #514Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 127
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
128Monument ID: Other Reference ID:
SITE_DESC RIDGEWAY & P.I. N/O ADAMS
RIGHT-OF-WAY PICorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 1-94Remarks:
635,042.5600
1,239,823.8010
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0156Project No.:
BPFPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 940-1 PROJECT POINT #515Comments:
08/09/2011Horizontal Calc Date: 08/09/2011Vertical Calc Date:
101/13/2016Mon# 128
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
134Monument ID: Other Reference ID:
SITE_DESC 14TH & FERRY AV & S GARDEN ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
635,273.1342
1,238,201.7338
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
Trig LevelVertical Method:
0.0693Horizontal Accuracy 0.1100Vertical Accuracy:
CHRISTIE & CHRISTIE LAND
SURVEYING INC.
Vertical Calc By:CHRISTIE & CHRISTIE LAND
SURVEYING INC.
Horizontal Calc By:
EU-0156Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 943-1 PROJECT POINT GComments:
05/12/2011Horizontal Calc Date: 05/12/2011Vertical Calc Date:
101/13/2016Mon# 134
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
139Monument ID: Other Reference ID:
SITE_DESC CHERRYWOOD & ALDERWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
ELEVATION NOT VALID AS OF 6/22/11. VISITED FOR NAD 83/98 CONTROL NETWORK
2006.
Remarks:
653,337.6653
1,236,344.2873
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0150Project No.:
BRASS DISK PROJ PNT 91 AT STA 71+18.65Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
ELEVATION NO LONGER VALID. FB
920-2
Comments:
08/10/2009Horizontal Calc Date: 08/10/2009Vertical Calc Date:
653,337.6650
1,236,344.2877
48 46 44.2329
-122 30 33.2299 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
- 1 14 51.86235Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
ELEVATION NO LONGER VALID.Comments:
11/07/2005Horizontal Calc Date: 11/07/2005Vertical Calc Date:
101/13/2016Mon# 139
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
142Monument ID: Other Reference ID:
SITE_DESC 26TH ST & DOUGLAS AV
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
RAISED 1-94, REPLACED BY LSA FOR 2005 OVERLAY PROJECT. VISITED FOR NAD
83/98 CONTROL NETWORK SURVEY 2006.
Remarks:
633,151.0960
1,242,006.4250
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
ES-0479Project No.:
Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
Comments:
04/14/2014Horizontal Calc Date: Vertical Calc Date:
633,151.1098
1,242,006.4126
48 43 26.30256
-122 29 02.25075 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 13 44Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPSVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
BRASS MONPoint Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
02/25/2007Horizontal Calc Date: 02/25/2007Vertical Calc Date:
101/13/2016Mon# 142
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
157Monument ID: Other Reference ID:
SITE_DESC DONOVAN & 8TH
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
630,966.2850
1,236,430.6970
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
EU-0163Project No.:
C-BDB 8TH/DONOVANPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 992-1Comments:
07/01/2014Horizontal Calc Date: 07/01/2014Vertical Calc Date:
101/13/2016Mon# 157
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
167Monument ID: Other Reference ID:
SITE_DESC MCLEOD & 1/16TH. COR. W/O MAPLEWOOD
SECTION SIXTEENTH CORNERCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.Remarks:
654,639.2707
1,235,368.8953
48 46 56.86305
-122 30 48.21320 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
- 1 15 03.01767Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
11/07/2005Horizontal Calc Date: 11/07/2005Vertical Calc Date:
101/13/2016Mon# 167
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
168Monument ID: Other Reference ID:
SITE_DESC BENNETT & CHERRYWOOD
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
653,937.2230
1,233,746.7241
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0150Project No.:
BRASS DISKPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 920-2,3Comments:
08/10/2009Horizontal Calc Date: 08/10/2009Vertical Calc Date:
101/13/2016Mon# 168
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
172Monument ID: Other Reference ID:
SITE_DESC ALDERWOOD & BENNETT
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2005.Remarks:
653,277.7222
1,233,726.2443
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
EU-0150Project No.:
BRASS DISK PROJ PNT 51 AT STA 44+85.66Point Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 920-2Comments:
08/10/2009Horizontal Calc Date: 08/10/2009Vertical Calc Date:
653,277.7219
1,233,726.2450
48 46 43.07725
-122 31 12.28803 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
- 1 15 20.94187Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
11/07/2005Horizontal Calc Date: 11/07/2005Vertical Calc Date:
101/13/2016Mon# 172
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
190Monument ID: Other Reference ID:
SITE_DESC BENNETT & MCLEOD
SECTION CENTERCorner Type: CENTER SECTION 14
T38N R2E
Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2005.Remarks:
654,658.5741
1,234,057.5370
48 46 56.77056
-122 31 07.79459 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
- 1 15 17.59641Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0700Horizontal Accuracy 0.1600Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
11/07/2005Horizontal Calc Date: 11/07/2005Vertical Calc Date:
101/13/2016Mon# 190
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
193Monument ID: Other Reference ID:
SITE_DESC ST. CLAIR & ILLINOIS
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK 2006.Remarks:
648,903.4770
1,253,640.2320
48 46 04.12656
-122 26 13.68002 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 11 39Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
101/13/2016Mon# 193
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
197Monument ID: Other Reference ID:
SITE_DESC ST. CLAIR & NORTH
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006. FOUND BRASS CAP.
RAISED FOR 2006 OVERLAY PROJECT ES-0327
Remarks:
647,592.4400
1,253,616.1190
48 45 51.18826
-122 26 13.63207 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 11 39Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
NOTE: MON RAISED 5/5/2006Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
101/13/2016Mon# 197
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
198Monument ID: Other Reference ID:
SITE_DESC MICHIGAN & NORTH
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
BP SET FOR 1993 OVERLAY
MON FOUND 9-7-05
Remarks:
647,606.7100
1,252,956.2600
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: Vertical Datum:
Vertical Method:
0.0200Horizontal Accuracy Vertical Accuracy:
Vertical Calc By:DAVID EVANS & ASSOCIATES,
INC.
Horizontal Calc By:
ES-0466Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 1009-1-5Comments:
12/08/2014Horizontal Calc Date: Vertical Calc Date:
101/13/2016Mon# 198
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
204Monument ID: Other Reference ID:
SITE_DESC SUPERIOR & N. LINE TEXAS
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
646,734.2540
1,252,608.9190
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
DifferentialVertical Method:
0.0200Horizontal Accuracy 0.0300Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
ES-0445Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 950-1 PROJECT POINT #104Comments:
08/22/2011Horizontal Calc Date: 08/22/2011Vertical Calc Date:
101/13/2016Mon# 204
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
205Monument ID: Other Reference ID:
SITE_DESC YEW & E. NORTH (TO WEST)
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
CASED MONMonument Type:
MON 4077 IS 30.62' TO THE SOUTH OF MON 205.
(MON FOUND 9-7-05). VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.
Remarks:
647,652.0220
1,252,295.7410
48 45 51.50407
-122 26 33.35374 0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
1.0000000000Scale Factor:
-1 11 53Convergence:
1.0000000000Combined Grid Factor:
WA North 4601Coordinate Zone:
Geodetic GPSHorizontal Method:
NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:
GPS + ConventionalVertical Method:
0.0660Horizontal Accuracy 0.1640Vertical Accuracy:
LARRY STEELE & ASSOCIATESVertical Calc By:LARRY STEELE & ASSOCIATESHorizontal Calc By:
Project No.:
Point Description:
NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:
Comments:
03/02/2006Horizontal Calc Date: 03/02/2006Vertical Calc Date:
101/13/2016Mon# 205
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
214Monument ID: Other Reference ID:
SITE_DESC PULLMAN ST & E MARYLAND ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
Remarks:
648,466.2402
1,258,718.6768
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
ES-0361Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 899-1 PROJECT POINT NO 21.
NOTE: MON RAISED 2007
Comments:
09/27/2006Horizontal Calc Date: 09/28/2006Vertical Calc Date:
101/13/2016Mon# 214
The City of Bellingham has compiled this information for its own use and is not responsible for the use by others. Persons using this information do
so at their own risk and agree to defend, indemnify and hold harmless the City of Bellingham as to any claims or suits arising out of such use.
-
City of Bellingham Survey Information
Report of Survey Mark
NAD 83/98 Data
SURVEY CONTROL DATA
216Monument ID: Other Reference ID:
SITE_DESC MARTIN ST & ACADEMY ST
RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:
BRASS MONMonument Type:
THIS MONUMENT MAY HAVE BEEN SET IN THE WRONG LOCATION. SEE MONUMENT
216.
Remarks:
648,780.0207
1,259,046.1412
0.0000
FEETNorthing:
Easting:
Latitude:
Longitude:
Units:
Geoid:
Scale Factor:
Convergence:
Combined Grid Factor:
WA North 4601Coordinate Zone:
Conventional SurveyHorizontal Method:
NAD 83/98Horizontal Datum: CITY OF BELLINGHAMVertical Datum:
DifferentialVertical Method:
0.0100Horizontal Accuracy 0.0100Vertical Accuracy:
PACIFIC SURVEY & ENGINEERING,
INC.
Vertical Calc By:PACIFIC SURVEY &
ENGINEERING, INC.
Horizontal Calc By:
ES-0361Project No.:
C-BDSPoint Description:
NAD 83/98 PROJECT POINTSCoordinate Source:
FB 899-1 project point no 41Comments:
09/27/2006Horizontal Calc Date: 09/28/2006Vertical Calc Date:
101/13/2016Mon# 216
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