City of Bellingham Survey Information Report of …...City of Bellingham Survey Information Report...

City of Bellingham Survey Information

Report of Survey Mark

NAVD 88 Bench Mark 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 NAVD 88 Bench Mark Data report is a comprehensive list that includes

all of the bench marks established by the 2008-2009 Vertical Datum

Modernization Project as well as bench marks that were added with capital

improvement project surveys. The report also includes data reported by other

agencies such as WSDOT or NGS.

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.




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:

69.6510

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:

Combined Grid Factor:

WA North 4601Coordinate Zone:

Horizontal Method:

Horizontal 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

JAMES

Point Description:

BENCHMARK NAVD 88Coordinate Source:

FB918-7 pg. 11Comments:

Horizontal Calc Date: 02/12/2009Vertical Calc Date:

643,806.1200

1,246,975.4020 69.6500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Conventional SurveyHorizontal Method:

NAD 83/98Horizontal Datum: NAVD 88Vertical Datum:


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:

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




SURVEY CONTROL DATA


SITE_DESC COWGILL AV & 6 TH ST

RIGHT-OF-WAY INTERSECTIONCorner Type: Corner Description:


REPLACED BY LSA FOR 2005 OVERLAY PROJECT. VISITED FOR

NAD 83/98 CONTROL NETWORK SURVEY 2006.

Remarks:

62.1520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:




LARRY STEELE & ASSOCIATESVertical Calc By:Horizontal Calc By:

ES-0425Project No.:

BRASS MON AT COWGILL & 6THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 48






SURVEY CONTROL DATA


SITE_DESC WILSON AV & 15TH ST



RAISED 12-93, REPLACED BY LSA FOR 2005 OVERLAY PROJECT.

VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.

Remarks:

102.9940

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT WILSON & 15THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 68






SURVEY CONTROL DATA


SITE_DESC 13TH ST & LARRABEE AV



MON RAISED FOR 1995 OVERLAYRemarks:

631,249.4563

1,237,837.3520 114.5500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

C-BDS PROJECT PNT 758Point Description:


FB 927Comments:


101/13/2016Mon# 102






SURVEY CONTROL DATA


SITE_DESC 24TH & COLLEGE PARKWAY


CONCRETE MONMonument Type:

Remarks:

634,053.0800

1,241,492.2400 230.8600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







DAVID EVANS & ASSOCIATES, INC.Vertical Calc By:DAVID EVANS & ASSOCIATES,

INC.

Horizontal Calc By:

ES-0358Project No.:

C-FND-MON PROJ PNT #189Point Description:


FB 926Comments:


101/13/2016Mon# 111






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR & PT N/O FERRY ST.

RIGHT-OF-WAY PTCorner Type: Corner Description:


RAISED 11-93

HOUSE # 444

Remarks:

635,344.9700

1,239,523.7570 410.4900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:

BPFPoint Description:


FB 940-1 PROJECT POINT #504Comments:


101/13/2016Mon# 118






SURVEY CONTROL DATA


SITE_DESC ADAMS AV & HIGHLAND DR



VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY.Remarks:

634,865.2160

1,239,513.4150 412.5500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:



FB-940-1 PROJECT POINT #505Comments:


101/13/2016Mon# 119






SURVEY CONTROL DATA


SITE_DESC EASTON & D.L.C. MON E/O HIGHLAND DR.

DONATION LAND CLAIMCorner Type: Corner Description:


Remarks:

634,481.8670

1,239,642.8250 395.0600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 122






SURVEY CONTROL DATA


SITE_DESC EASTON AV & RIDGEWAY DR



Remarks:

634,478.4340

1,239,803.8990 382.3300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 123






SURVEY CONTROL DATA


SITE_DESC 20TH ST & P.I. N/O EASTON AV

RIGHT-OF-WAY PICorner Type: Corner Description:


RAISED 11-93, MON RAISED FOR 1997 OVERLAYRemarks:

634,606.8820

1,240,154.9210 360.3800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:



FB-940-1 PROJECT POINT#532Comments:


101/13/2016Mon# 126






SURVEY CONTROL DATA


SITE_DESC RIDGEWAY & P.I. N/O ADAMS



RAISED 1-94Remarks:

635,042.5600

1,239,823.8010 425.5200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 128






SURVEY CONTROL DATA


SITE_DESC CHERRYWOOD & ALDERWOOD



ELEVATION NOT VALID AS OF 6/22/11. VISITED FOR NAD 83/98

CONTROL NETWORK 2006.

Remarks:

653,337.6653

1,236,344.2873 129.3600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







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:


ELEVATION NO LONGER VALID. FB

920-2

Comments:


101/13/2016Mon# 139






SURVEY CONTROL DATA


SITE_DESC BENNETT & CHERRYWOOD



Remarks:

653,937.2230

1,233,746.7241 172.5200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:

BRASS DISKPoint Description:


FB 920-2,3Comments:


101/13/2016Mon# 168






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & BENNETT



VISITED FOR NAD 83/98 CONTROL NETWORK 2005.Remarks:

653,277.7222

1,233,726.2443 157.5000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:



FB 920-2Comments:


101/13/2016Mon# 172






SURVEY CONTROL DATA


SITE_DESC SUPERIOR & N. LINE TEXAS



Remarks:

646,734.2540

1,252,608.9190 124.5100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 204






SURVEY CONTROL DATA


SITE_DESC VINING & PLAT. BOUND. MON. S/O

VIEWRIDGE

PLAT LINECorner Type: Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.Remarks:

326.2800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS CL VINING @ RES. #2200 & #2204Point Description:




101/13/2016Mon# 223






SURVEY CONTROL DATA


SITE_DESC FRASER & ELECTRIC




350.8350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT FRASER & ELECTRIC (OFFSET)Point Description:




101/13/2016Mon# 242






SURVEY CONTROL DATA


SITE_DESC OHIO & ELECTRIC




345.6840

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT OHIO & ELECTRIC (OFFSET)Point Description:




101/13/2016Mon# 245






SURVEY CONTROL DATA


SITE_DESC MCLEOD RD & PRIMROSE LN

SECTION CENTERCorner Type: CENTER SECTION 18

T38N R3E

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK 2005. USED FOR

DATUM MODERNIZATION TO NAVD88. FOUND 6 FT NORTH OF

NORTH EP.

Remarks:

134.2410

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.

Vertical Calc By:Horizontal Calc By:

ES-0425Project No.:

BRASS PIN IN CONC N. OF INT. PRIMROSE LN AND

E. MCLEOD RD

Point Description:


FB 918Comments:


101/13/2016Mon# 260






SURVEY CONTROL DATA


SITE_DESC N STATE ST & E CHESTNUT ST



Remarks:

641,665.3912

1,243,480.7003

48 44 50.60717

-122 28 42.98313

89.9550

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

1.0000000000Scale Factor:

- 1 13 30Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:


NAD 83/98 NETWORK(DENSIFICATION PROJECT)Coordinate Source:

ELEVATION NO LONGER VALID.

FB880-2 WATERFRONT CONTROL

SURVEY AF2080302393

Comments:


101/13/2016Mon# 271






SURVEY CONTROL DATA


SITE_DESC N STATE & E MAPLE ST



MON RAISED FOR STATE ST. OVERLAY 2001. REPLACE

DAMAGED MON 2009

Remarks:

641,302.3100

1,243,108.2700 82.1700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







WILSON ENGINEERING LLC.Vertical Calc By:WILSON ENGINEERING LLC.Horizontal Calc By:

ES-0445Project No.:

Point Description:


FB 954-1Comments:


82.1960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT N.STATE & E.MAPLEPoint Description:




101/13/2016Mon# 272






SURVEY CONTROL DATA


SITE_DESC OLD LAKEWAY & NEWTON



RAISED 1-94. VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006

Remarks:

281.4320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT NEWTON & OLD LAKEWAYPoint Description:




101/13/2016Mon# 302






SURVEY CONTROL DATA


SITE_DESC CEDARWOOD & FIRWOOD



RESET 6-05. VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006. USED FOR DATUM MODERNIZATION TO NAVD88

Remarks:

79.6050

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. FIRWOOD AVE &

CEDARWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 313






SURVEY CONTROL DATA


SITE_DESC RAILROAD AV & E MAPLE ST



Remarks:

641,552.9500

1,242,863.9200 62.2700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:

Point Description:


FB 954-1Comments:


101/13/2016Mon# 315






SURVEY CONTROL DATA


SITE_DESC INDIAN & LAUREL



Remarks:

639,936.9123

1,243,712.9564 206.2500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



GPS + ConventionalHorizontal Method:





ES-0448Project No.:

Z BSM COB 318Point Description:


FB 965-1,2. PROJECT POINT 127.Comments:


101/13/2016Mon# 318






SURVEY CONTROL DATA


SITE_DESC KEARNEY & D



RAISED 5-10-95Remarks:

91.3230

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT D & KEARNEYPoint Description:




101/13/2016Mon# 324






SURVEY CONTROL DATA


SITE_DESC OHIO & HUMBOLT



RESET 4/05Remarks:

644,432.8118

1,246,141.1255 67.4900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







CONSTRUCTION SURVEYORS N W

INC.

Vertical Calc By:CONSTRUCTION SURVEYORS N

W INC.

Horizontal Calc By:

EW-0186Project No.:



FB 952-1,2Comments:


101/13/2016Mon# 326






SURVEY CONTROL DATA


SITE_DESC CONNECTICUT & RUSSELL




648,345.9413

1,242,646.7507 91.5100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 332






SURVEY CONTROL DATA


SITE_DESC 11TH ST & KNOX AVE



RAISED 3-94. VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006.

Remarks:

77.0030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT KNOX & 11THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 338






SURVEY CONTROL DATA


SITE_DESC VALENCIA TO THE SOUTH AND FRASER TO

THE EAST



RAISED 1-94, VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006.

Remarks:

94.6600

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT FRASER & VALENCIA (NE OF 2 MONS.)Point Description:




101/13/2016Mon# 348






SURVEY CONTROL DATA


SITE_DESC ALABAMA & DEAN



BP SET FOR 1993 OVERLAY, FOUND 12-20-94.Remarks:

647,342.8702

1,244,803.5740 123.5500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







CHRISTIE & CHRISTIE LAND

SURVEYING INC.

Vertical Calc By:CHRISTIE & CHRISTIE LAND

SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 349






SURVEY CONTROL DATA


SITE_DESC ALABAMA & ELLIS



BP SET FOR 1993 OVERLAYRemarks:

647,335.3894

1,245,153.6147 126.9600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 350






SURVEY CONTROL DATA


SITE_DESC ALABAMA & FRANKLIN




647,327.6125

1,245,503.6018 122.1500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:

Point Description:


FB 957-1,2Comments:


101/13/2016Mon# 351






SURVEY CONTROL DATA


SITE_DESC ALABAMA & GRANT




647,320.1025

1,245,853.4176 115.2900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 352






SURVEY CONTROL DATA


SITE_DESC DONOVAN & 4TH



ALSO SEE MON ID#2000 AT SECTION LINE TO NORTHRemarks:

630,989.9000

1,235,300.8000 54.4100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:






Horizontal Accuracy Vertical Accuracy:


Project No.:

BRASS SURFACE MONPoint Description:


POST POINT RS-4712Comments:


101/13/2016Mon# 354






SURVEY CONTROL DATA


SITE_DESC ALABAMA & IRON




112.0460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ALABAMA & IRONPoint Description:




101/13/2016Mon# 358






SURVEY CONTROL DATA


SITE_DESC ALABAMA & VERONA




647,209.6846

1,250,975.6150 106.4800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0151Project No.:

C-MONPoint Description:




101/13/2016Mon# 369






SURVEY CONTROL DATA


SITE_DESC ALABAMA & SUPERIOR




647,174.0800

1,252,617.6480 127.6300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 371






SURVEY CONTROL DATA


SITE_DESC ALABAMA & XENIA




647,188.2810

1,251,957.5140 119.8300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 372






SURVEY CONTROL DATA


SITE_DESC ALABAMA & W. LINE YEW




647,181.8530

1,252,257.6880 121.3300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 373






SURVEY CONTROL DATA


SITE_DESC VALLETTE & JEFFERSON



Remarks:

647,433.2520

1,242,347.9752 87.3200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 401






SURVEY CONTROL DATA


SITE_DESC MARYLAND & RUSSELL




648,805.8963

1,242,658.1026 95.1000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 402






SURVEY CONTROL DATA


SITE_DESC CENTRAL & GRAND



MONUMENT RAISED IN 2010. ELEVATION BEFORE THIS DATE NO

LONGER VALID

Remarks:

65.7300

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT GRAND & CENTRALPoint Description:



FB918-6 PG. 6

Comments:


101/13/2016Mon# 418






SURVEY CONTROL DATA


SITE_DESC ERIE & MOSSOP



MON SET FOR STORM JOB 1991Remarks:

249.1410

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ERIE & MOSSOPPoint Description:




101/13/2016Mon# 444






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR & HILLCREST WY



GPS POINT "HIGHLAND & HILLCREST" DEA 1996. VISITED FOR


Remarks:

636,029.9980

1,239,907.3910 439.3100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 457






SURVEY CONTROL DATA


SITE_DESC 40TH & DONOVAN

SECTION CORNERCorner Type: CORNER SECTIONS

5/6/7/8 T37N R3E

Corner Description:


Remarks:

610.9080

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 464






SURVEY CONTROL DATA


SITE_DESC NEQUALICUM & LAFAYETTE


ALUMINUM CAPMonument Type:

MON SET 12-19-94, BPRemarks:

70.7790

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. NEQUALICUM AVE &

LAFAYETTE ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 467






SURVEY CONTROL DATA


SITE_DESC LAYAFETTE & CONNECTICUT




74.4510

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. LAFAYETTE ST & W.

CONNECTICUT ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 468






SURVEY CONTROL DATA


SITE_DESC 24TH & N OF E COLLEGE WAY AT WWU

TOWNSHIP CORNERCorner Type: CORNER T37/38N

R2/3E - CORNER

SECTIONS 31/6/1/36

Corner Description:


AT WWU ACADEMIC CENTERRemarks:

308.6350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON IN CONCRETE, NORTH OF E

COLLEGE WAY AT WWU

Point Description:


FB 918-11Comments:


101/13/2016Mon# 475






SURVEY CONTROL DATA


SITE_DESC 32ND ST & DONOVAN AV


SECTION 6/7 T37N

R3E

Corner Description:


MON RAISED FOR 1996 OVERLAY, MON RAISED FOR 2002

OVERLAY. VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY

2006.

Remarks:

170.2300

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 32ND & DONOVANPoint Description:


FB 918-11Comments:


101/13/2016Mon# 476






SURVEY CONTROL DATA


SITE_DESC 32ND ST& TAYLOR AV


T37N R3E

Corner Description:


MON RAISED FOR 2002 OVERLAY. VISITED FOR NAD 83/98

CONTROL NETWORK SURVEY 2006.

Remarks:

181.0000

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP MON AT 32ND ST & TAYLOR AVPoint Description:


FB 918-11Comments:


101/13/2016Mon# 478






SURVEY CONTROL DATA


SITE_DESC YEW & LOPEZ


SECTION 32/33 T38N

R3E

Corner Description:



404.4800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 486






SURVEY CONTROL DATA


SITE_DESC ALABAMA & VIEWRIDGE



BP SET FOR ST739 ,1991Remarks:

360.5080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIEWRIDGE & ALABAMAPoint Description:




101/13/2016Mon# 505






SURVEY CONTROL DATA


SITE_DESC ALABAMA & VINING




312.5770

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ALABAMA & VININGPoint Description:




101/13/2016Mon# 506






SURVEY CONTROL DATA


SITE_DESC ALABAMA & ERIE




234.8380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ALABAMA & ERIEPoint Description:




101/13/2016Mon# 508






SURVEY CONTROL DATA


SITE_DESC LAURELWOOD & ALDERWOOD



Remarks:

653,259.9424

1,234,655.7759 157.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:



FB 920-2Comments:


101/13/2016Mon# 510






SURVEY CONTROL DATA


SITE_DESC C & ASTOR




CONTROL NETWORK SURVEY 2006

Remarks:

644,207.5836

1,242,092.2884

48 45 15.39229

-122 29 04.50816

17.9470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 511






SURVEY CONTROL DATA


SITE_DESC PINEWOOD & BIRCHWOOD



Remarks:

81.4340

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. PINEWOOD AVE AND

BIRCHWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 524






SURVEY CONTROL DATA


SITE_DESC MON B & BAYVIEW DR. IN CENTER

CULDESAC AT N END BAYVIEW BY PARK

ENTRANCE




24.1460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP MON IN CENTER OF CULDESAC AT NORTH

END OF BAYVIEW DR.

Point Description:


FB 918-11Comments:


101/13/2016Mon# 538






SURVEY CONTROL DATA


SITE_DESC BROADWAY & RUSSELL



Remarks:

647,617.5388

1,242,628.8587 90.8200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 549






SURVEY CONTROL DATA


SITE_DESC BOULEVARD & S STATE ST



MON RAISED FOR STATE ST. OVERLAY 2007. VISITED FOR NAD

83/98 CONTROL NETWORK SURVEY 2006.

Remarks:

637,539.3158

1,239,141.6443

48 44 08.98356

-122 29 46.37927

74.5500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 564






SURVEY CONTROL DATA


SITE_DESC COTTONWOOD & PINEWOOD




CONTROL NETWORK SURVEY 2006

Remarks:

94.5510

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. PINEWOOD AVE AND

COTTONWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 572






SURVEY CONTROL DATA


SITE_DESC CAROLINA & ELLIS


CASED MONMonument Type:

Remarks:

646,375.4036

1,245,132.7259 95.1800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


646,375.4432

1,245,132.8161 95.1700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:

Point Description:


FB 957-1Comments:


101/13/2016Mon# 575






SURVEY CONTROL DATA


SITE_DESC CAROLINA & FRANKLIN



Remarks:

646,367.8421

1,245,482.6493 92.3400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 576






SURVEY CONTROL DATA


SITE_DESC CAROLINA & GRANT



Remarks:

646,360.2757

1,245,832.7179 87.9000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 577






SURVEY CONTROL DATA


SITE_DESC CAROLINA & IRON



Remarks:

646,345.1862

1,246,532.5809 85.5400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EW-0186Project No.:



FB 952-1,2Comments:


101/13/2016Mon# 581






SURVEY CONTROL DATA


SITE_DESC CORNWALL AV & E PINE ST



VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006Remarks:

639,988.1596

1,240,757.7416

48 44 33.48509

-122 29 23.06336

13.3470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 588






SURVEY CONTROL DATA


SITE_DESC CORNWALL AV & E LAUREL ST



USED FOR WATERFRONT SURVEY CONTROL NETWORKRemarks:

641,439.9108

1,242,247.1066

48 44 48.12221

-122 29 01.31274

20.9240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 592






SURVEY CONTROL DATA


SITE_DESC CORNWALL AVE & E MAPLE ST



RAISED 8-20-99, VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006

Remarks:

641,803.6200

1,242,619.5400 39.3000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:

Point Description:


FB 954-1Comments:


641,803.6004

1,242,619.5688

48 44 51.78876

-122 28 55.87298

39.2960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 593






SURVEY CONTROL DATA


SITE_DESC CORNWALL & CHAMPION



RAISED 2008Remarks:

70.1620

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT CHAMPION & CORNWALLPoint Description:




101/13/2016Mon# 597






SURVEY CONTROL DATA


SITE_DESC CORNWALL & VIRGINIA



RAISED 2008Remarks:

81.4950

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT CORNWALL & VIRGINIAPoint Description:




101/13/2016Mon# 601






SURVEY CONTROL DATA


SITE_DESC CORNWALL & D



RAISED 2008Remarks:

111.2910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT D & CORNWALLPoint Description:




101/13/2016Mon# 603






SURVEY CONTROL DATA


SITE_DESC W. MAPLEWOOD & NORTHWEST AVE (TO

S)



MONS RAISED FOR NORTHWEST OVERLAY 5-95. (ALSO SEE MON

#2360 AT INT TO NW)

Remarks:

88.7920

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. MAPLEWOOD &

NORTHWEST AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 607






SURVEY CONTROL DATA


SITE_DESC CORNWALL & NORTH




RAISED 2008

Remarks:

125.9770

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. E. NORTH ST & CORNWALL

AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 615






SURVEY CONTROL DATA


SITE_DESC CHAMPION & GRAND



MON ESTABLISHED BY INTERSECTION 1981, RAISED 2008Remarks:

70.1450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT CHAMPION & GRANDPoint Description:




101/13/2016Mon# 627






SURVEY CONTROL DATA


SITE_DESC CHAMPION & RAILROAD



Remarks:

68.8330

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT RAILROAD & CHAMPIONPoint Description:




101/13/2016Mon# 639






SURVEY CONTROL DATA


SITE_DESC CONNECTICUT & KULSHAN



Remarks:

648,373.9694

1,241,543.6510 79.7500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

Point Description:


FB 934-1Comments:


101/13/2016Mon# 648






SURVEY CONTROL DATA


SITE_DESC CONNECTICUT & ELM



Remarks:

648,380.8864

1,241,267.8835 81.5200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

Point Description:


FB 934-1 PROJECT POINT 6005Comments:


101/13/2016Mon# 649






SURVEY CONTROL DATA


SITE_DESC CEDARWOOD & PINEWOOD



Remarks:

75.9320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. PINEWOOD ST &

CEDARWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 664






SURVEY CONTROL DATA


SITE_DESC CORNWALL & MON SOUTH OF NORTH

SECTION SIXTEENTH CORNERCorner Type: Corner Description:


RAISED 2008Remarks:

125.9650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (DONATION LAND CLAIM) AT INT. E.

NORTH ST & CORNWALL AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 673






SURVEY CONTROL DATA


SITE_DESC COMMERCIAL & FLORA



Remarks:

71.8650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT COMMERCIAL & FLORAPoint Description:




101/13/2016Mon# 674






SURVEY CONTROL DATA


SITE_DESC HILLCREST WY & ELLWOOD AV



RAISED 1-94Remarks:

635,796.4510

1,239,975.3040 447.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 688






SURVEY CONTROL DATA


SITE_DESC DEAN & NORTH



Remarks:

647,812.4043

1,244,813.8495 130.9700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 690






SURVEY CONTROL DATA


SITE_DESC DAKIN (ELECTRIC) & ALABAMA



USED FOR NAD83/98 CONTROL NETWORK SURVEY 2006.Remarks:

324.2640

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ALABAMA/ N.SHORE/ ELECTRICPoint Description:



FB918-8 PG. 29

Comments:


324.4520

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





ES-0459Project No.:

DAKIN (ELECTRIC) & ALABAMAPoint Description:

Coordinate Source:

LSA ESTABLISHED A NEW

ELEVATION ON MONUMENT

Comments:


101/13/2016Mon# 691






SURVEY CONTROL DATA


SITE_DESC DEAN & TEXAS



Remarks:

115.7600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





SURVEYING INC.


EU-0154Project No.:

Point Description:


FB 957-1Comments:


646,862.9663

1,244,793.2393 115.7900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 693






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & UTTER



Remarks:

65.6110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. UTTER ST & ELDRIDGE AVEPoint Description:


FB 918Comments:


101/13/2016Mon# 701






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & WILLIAMS




67.0450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. WILLIAMS ST & ELDRIDGE

AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 702






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & BROADWAY (WLY OF 2 MONS

AT INT)





Remarks:

63.4700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. ELDRIDGE AVE. & BROADWAYPoint Description:


FB 918Comments:


645,499.0277

1,240,450.4854

48 45 27.78392

-122 29 29.41772

63.4700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 705






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & HENRY



Remarks:

70.5130

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. HENRY ST & ELDRIDGE AVEPoint Description:


FB 918Comments:


101/13/2016Mon# 707






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & JAEGER



Remarks:

69.4830

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. JEAGER ST & ELDRIDGE AVEPoint Description:


FB 918Comments:


101/13/2016Mon# 709






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & CHERRY




67.8790

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. CHERRY ST & ELDRIDGE AVEPoint Description:


FB 918Comments:


101/13/2016Mon# 711






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & LAFAYETTE ON E. ROW

RIGHT-OF-WAY BOUNDARYCorner Type: Corner Description:


Remarks:

68.1750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON 25' SE OF INT. LAFAYETTE AVE &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 716






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & MADRONA ON W. ROW



Remarks:

69.0220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON 18' SE INT. MADRONA ST & ELDRIDGE

AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 717






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & NEQUALICUM



Remarks:

66.8190

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. OF NEQUALICUM AVE &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 718






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & PLAT MON SE OF SEAVIEW

(OLD CITY LIMITS)

PLAT LINECorner Type: CL ELDRIDGE AVE

AT PLAT LINE & OLD

CITY LIMITS

Corner Description:



66.0390

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON 20' SE OF INT. SEAVIEW AVE &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 719






SURVEY CONTROL DATA


SITE_DESC ELLIS & SQUALICUM




154.3980

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. SQUALICUM PKWY & ELLIS STPoint Description:


FB 918Comments:


101/13/2016Mon# 723






SURVEY CONTROL DATA


SITE_DESC ELLIS & PLYMOUTH



Remarks:

650,224.3326

1,245,216.2520 157.2200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:



944-3

Comments:


101/13/2016Mon# 724






SURVEY CONTROL DATA


SITE_DESC ELLIS & ILLINOIS




649,184.7827

1,245,194.2140 148.8100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:

Point Description:


FB 957-1Comments:


148.7820

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. ILLINOIS ST & ELLIS STPoint Description:


FB 918Comments:


101/13/2016Mon# 726






SURVEY CONTROL DATA


SITE_DESC ELLIS & MARYLAND



Remarks:

648,724.8157

1,245,183.4826 143.5100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 727






SURVEY CONTROL DATA


SITE_DESC ELLIS & CONNECTICUT



Remarks:

648,264.8994

1,245,173.9001 141.2500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 729






SURVEY CONTROL DATA


SITE_DESC ELLIS & NORTH




647,804.9671

1,245,163.8325 136.4500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 730






SURVEY CONTROL DATA


SITE_DESC ELLIS & HIGH



Remarks:

95.0520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ELLIS & HIGHPoint Description:




101/13/2016Mon# 731






SURVEY CONTROL DATA


SITE_DESC ELLIS & INDIAN



RAISED 2007Remarks:

641,318.4348

1,245,129.8591 133.8200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0156Project No.:



FB 962-1. PROJECT POINT AComments:


101/13/2016Mon# 732






SURVEY CONTROL DATA


SITE_DESC ELLIS & KENTUCKY



Remarks:

645,415.4919

1,245,112.0125 76.6600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:






SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 744






SURVEY CONTROL DATA


SITE_DESC ELLIS & VIRGINIA




85.9210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & ELLISPoint Description:




645,895.4703

1,245,122.4217 85.9200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 745






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & NORTH



Remarks:

647,797.0350

1,245,513.9279 132.9900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 759






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & CONNECTICUT



Remarks:

648,257.3299

1,245,523.6624 144.4700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 760






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & MARYLAND



Remarks:

648,717.2017

1,245,533.8265 147.6900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 761






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & ILLINOIS



Remarks:

649,177.1289

1,245,544.0473 152.3900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1Comments:


101/13/2016Mon# 762






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & TEXAS



Remarks:

646,847.8124

1,245,493.1221 102.4300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:

Point Description:


FB 957-1,2. PUNCHED BRASS

STUB.

Comments:


101/13/2016Mon# 763






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & VIRGINIA



Remarks:

645,887.8513

1,245,472.4607 83.0300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2. PUNCHED SHANK.Comments:


83.0320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & FRANKLINPoint Description:




101/13/2016Mon# 764






SURVEY CONTROL DATA


SITE_DESC FRANKLIN & KENTUCKY



Remarks:

645,407.9191

1,245,461.9845 74.1200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 765






SURVEY CONTROL DATA


SITE_DESC FRASER & MOORE



RAISED 12/7/06Remarks:

70.3470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT MOORE & FRASERPoint Description:




101/13/2016Mon# 769






SURVEY CONTROL DATA


SITE_DESC GRANT & ILLINOIS



Remarks:

649,169.6890

1,245,893.7547 156.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 774






SURVEY CONTROL DATA


SITE_DESC GRANT & MARYLAND



MON KNOCKED OUT 11-25-98, RESTORED 6-05Remarks:

648,709.6605

1,245,883.7001 150.3000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 775






SURVEY CONTROL DATA


SITE_DESC GRANT & CONNECTICUT



Remarks:

648,249.7709

1,245,873.6262 144.5000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 776






SURVEY CONTROL DATA


SITE_DESC GRANT & NORTH



Remarks:

647,789.9609

1,245,863.6098 129.9100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 777






SURVEY CONTROL DATA


SITE_DESC GRANT & KENTUCKY



Remarks:

645,400.2067

1,245,812.1299 75.7600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 779






SURVEY CONTROL DATA


SITE_DESC GRANT & VIRGINIA



MON RAISED FOR 2000 OVERLAY.Remarks:

81.6630

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & GRANTPoint Description:




645,880.2784

1,245,822.8322 81.6600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 780






SURVEY CONTROL DATA


SITE_DESC GRANT & TEXAS



Remarks:

646,840.2237

1,245,843.0449 102.1300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0154Project No.:



FB 957-1,2Comments:


101/13/2016Mon# 781






SURVEY CONTROL DATA


SITE_DESC GIRARD & D




70.2970

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT D & GIRARDPoint Description:




101/13/2016Mon# 786






SURVEY CONTROL DATA


SITE_DESC GIRARD & C



MON RAISED FOR 2000 OVERLAY, MON RAISED FOR 2002

OVERLAY

Remarks:

71.3260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT C & GIRARDPoint Description:




101/13/2016Mon# 787






SURVEY CONTROL DATA


SITE_DESC GRAND & FLORA


PVC RING OVER MONUMENTMonument Type:

Remarks:

68.1840

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT GRAND & FLORAPoint Description:


FB918-6 PG. 6Comments:


101/13/2016Mon# 790






SURVEY CONTROL DATA


SITE_DESC HARRIS & 4TH




12.5210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 4TH & HARRISPoint Description:


FB 918-11Comments:


101/13/2016Mon# 797






SURVEY CONTROL DATA


SITE_DESC HOLLY & I




645,123.7604

1,240,838.7532

48 45 24.16446

-122 29 23.50414

58.3510

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 805






SURVEY CONTROL DATA


SITE_DESC HOLLY & F



MON WILL BE RAISED FOR SEWER REPLACEMENT IN 7/08Remarks:

644,564.3698

1,241,382.6561

48 45 18.76157

-122 29 15.20973

24.8930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393. NOTE:

RAISED SUMMER 2008 FOR

Comments:


101/13/2016Mon# 808






SURVEY CONTROL DATA


SITE_DESC HUMBOLDT & ILLINOIS




161.7830

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. ILLINOIS ST & HUMBOLT STPoint Description:


FB 918Comments:


101/13/2016Mon# 833






SURVEY CONTROL DATA


SITE_DESC HURON & IOWA DR



Remarks:

250.2980

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT IOWA DRIVE & HURONPoint Description:




101/13/2016Mon# 835






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & ELM



Remarks:

649,301.0311

1,241,290.8632 82.3400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

C-MON FND W/PINPoint Description:


FB 934-1 PROJECT PT. #6014Comments:


101/13/2016Mon# 859






SURVEY CONTROL DATA


SITE_DESC BROADWAY & KULSHAN




CONTROL NETWORK SURVEY 2006 2006.

Remarks:

74.9490

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. KULSHAN ST & BROADAWAYPoint Description:


FB 918Comments:


101/13/2016Mon# 861






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & KULSHAN




649,293.9567

1,241,566.5728 82.7000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0156Project No.:



FB 948-1Comments:


82.7030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON AT INT. ILLINOIS ST & KULSHAN STPoint Description:


FB 918Comments:


101/13/2016Mon# 862






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & WILLIAMS




78.0890

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (BRASS BRAD) AT INT W. ILLINOIS ST

& WILLIAMS ST

Point Description:


FB 918Comments:


101/13/2016Mon# 871






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & VICTOR PI



Remarks:

76.8220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (TOP OF NAIL) AT INT. ILLINOIS ST &

VICTOR ST

Point Description:


FB 918Comments:


101/13/2016Mon# 872






SURVEY CONTROL DATA


SITE_DESC INDIANA & VALLETTE



RAISED 1999Remarks:

648,727.8649

1,242,556.7013 86.6400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:


FB 944-1Comments:


101/13/2016Mon# 876






SURVEY CONTROL DATA


SITE_DESC INDIANA & MERIDIAN



Remarks:

86.1470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. INDIANA ST & MERIDIAN

ST

Point Description:


FB 918Comments:


101/13/2016Mon# 877






SURVEY CONTROL DATA


SITE_DESC IRON & ILLINOIS



Remarks:

649,154.8538

1,246,593.5201 164.4300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 879






SURVEY CONTROL DATA


SITE_DESC IRON & VIRGINIA




77.0240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & IRONPoint Description:




101/13/2016Mon# 885






SURVEY CONTROL DATA


SITE_DESC IOWA & NEVADA



Remarks:

58.5930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT IOWA & NEVADAPoint Description:




101/13/2016Mon# 889






SURVEY CONTROL DATA


SITE_DESC IOWA & VALENCIA



Remarks:

78.5140

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT IOWA & VALENCIAPoint Description:




101/13/2016Mon# 890






SURVEY CONTROL DATA


SITE_DESC IOWA & TOLEDO



RAISED FOR 2003 OVERLAYRemarks:

64.7430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT IOWA & TOLEDOPoint Description:




101/13/2016Mon# 892






SURVEY CONTROL DATA


SITE_DESC IOWA & RACINE




61.7580

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT IOWA & RACINEPoint Description:




101/13/2016Mon# 893






SURVEY CONTROL DATA


SITE_DESC IRVING & D



Remarks:

76.5730

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT D & IRVINGPoint Description:




101/13/2016Mon# 902






SURVEY CONTROL DATA


SITE_DESC JAMES & VIRGINIA



Remarks:

75.9440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & JAMESPoint Description:




101/13/2016Mon# 935






SURVEY CONTROL DATA


SITE_DESC KULSHAN & NORTH




78.4240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (TOP OF NAIL)AT INT. W. NORTH ST &

KULSHAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 954






SURVEY CONTROL DATA


SITE_DESC KING & ILLINOIS



MON DAMAGED 7-13-05. VISITED FOR NAD 83/98 CONTROL

NETWORK SURVEY 2006.

Remarks:

169.5190

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. ILLINOIS ST & KING STPoint Description:


FB 918Comments:


101/13/2016Mon# 956






SURVEY CONTROL DATA


SITE_DESC LINCOLN & MAPLE




637,748.6960

1,246,571.6320 170.8600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0504Project No.:

Point Description:


Comments:


170.8460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT LINCOLN & MAPLEPoint Description:


FB 918-11Comments:


101/13/2016Mon# 967






SURVEY CONTROL DATA

637,748.7700

1,246,571.6280 170.8400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





201/13/2016Mon# 967






SURVEY CONTROL DATA


SITE_DESC LINCOLN & GLADSTONE



NOTE: MON WILL BE DESTROYED AND RAISED BY

CONSTRUCTION IN 2009. ELEVATION AS OF THIS DATE NO

LONGER VALID.

Remarks:

93.5280

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT LINCOLN & GLADSTONE. ELEVATION

NO LONGER VALID

Point Description:


FB918-7 PG. 13. NOTE: MON WILL

BE DESTROYED AND RAISED BY

CONSTRUCTION IN 2009.

Comments:


101/13/2016Mon# 968






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & FRANKLIN



RE-SET BY LARRY STEELE FOR ES-0174 2004. VISITED FOR NAD


Remarks:

180.7450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT LAKEWAY & FRANKLINPoint Description:




180.7450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT LAKEWAY & FRANKLINPoint Description:


FB 918-11 MEAN ADJUSTED

BETWEEN STEELE & WILSON

ELEVATIONS

Comments:


101/13/2016Mon# 975






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & PACIFIC



MON RE-SET BY LARRY STEELE FOR ES-0174 2004Remarks:

187.3990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT PACIFIC & LAKEWAYPoint Description:




101/13/2016Mon# 995






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & LINCOLN



RE-SET BY LARRY STEELE FOR ES-0174 2004. VISITED FOR NAD

83/98 CONTROL NETWORK SURVEY 2006. (NOTE: THIS MON WILL

BE DESTROYED AND RAISED BY CONSTRUCTION IN 2009)

ELEVATION AS OF 1/20/2009 NO LONGER VALID

Remarks:

155.9940

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT LAKEWAY & LINCOLN. ELEVATION

NO LONGER VALID

Point Description:


FB 918-11 NOTE: MON RAISED

2009. ELEVATION NO LONGER

VALID

Comments:


101/13/2016Mon# 998






SURVEY CONTROL DATA


SITE_DESC LYNN & TULIP



Remarks:

81.8670

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT LYNN ST & TULIP STPoint Description:


FB 918Comments:


101/13/2016Mon# 1003






SURVEY CONTROL DATA


SITE_DESC LYNN & PT W/O NORTHWEST



RAISED 2-14-96, RAISED FOR 1997 OVERLAYRemarks:

83.2650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON 70 FEET WEST OF INTERSECTION

NORTHWEST AVE AND LYNN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1006






SURVEY CONTROL DATA


SITE_DESC INDIANA & PEABBODY



Remarks:

649,739.0873

1,242,127.9094 88.0500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:


Comments:


101/13/2016Mon# 1021






SURVEY CONTROL DATA


SITE_DESC MEADOR & JAMES (SOUTH)



ELEVATION NO LONGER VALID AS OF 10/19/11Remarks:

70.4020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT MEADOR & JAMESPoint Description:


ELEVATION NO LONGER VALID AS

OF 10/19/11 FB918-7 PG. 11

Comments:


101/13/2016Mon# 1033






SURVEY CONTROL DATA


SITE_DESC MCLEOD & NORTHWEST



VISITED FOR NAD 83/98 CONTROL NETWORK 2005. WILL BE

IMPACTED BY PROJECT ES-0360

Remarks:

131.5500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MCLEOD RD & NORTHWEST

AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 1041






SURVEY CONTROL DATA


SITE_DESC MCLEOD & CENTER OF SECTION.

LOCATED NEAR RES #2706


T38N R2E

Corner Description:



131.3020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (SEC CNR) IN W-BOUND LANE

MCLEOD RD, OPP. RES #2708

Point Description:


FB 918Comments:


101/13/2016Mon# 1042






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & OREGON



MON SET FOR MERIDIAN OVERLAY 10-19-94Remarks:

87.8360

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. OREGON ST & MERIDIAN

ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1045






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & VICIINTY OF S. LANE OF I-5 (N

OF & MCLEOD)


SECTION 13 T38N

R2E & 18 T38N R3E

Corner Description:


Remarks:

654,517.3494

1,241,952.0170 105.8800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

C-IP-FND-CASED PROJ PNT #1254Point Description:


FB 927Comments:


101/13/2016Mon# 1051






SURVEY CONTROL DATA


SITE_DESC MARYLAND & VALLETTE



Remarks:

648,812.6008

1,242,382.1567 85.3000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 1059






SURVEY CONTROL DATA


SITE_DESC MARYLAND & PEABODY



Remarks:

82.5000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 964-1Comments:


101/13/2016Mon# 1060






SURVEY CONTROL DATA


SITE_DESC MARYLAND & KULSHAN



Remarks:

648,833.7909

1,241,555.0605 80.9600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:





101/13/2016Mon# 1061






SURVEY CONTROL DATA


SITE_DESC MARYLAND & ELM



Remarks:

648,841.2959

1,241,279.1656 81.8800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 1062






SURVEY CONTROL DATA


SITE_DESC MONROE & CHERRY



Remarks:

647,077.8230

1,238,225.4605 71.6700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:



944-1

Comments:


71.6650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MONROE ST & CHERRY STPoint Description:



918

Comments:


101/13/2016Mon# 1066






SURVEY CONTROL DATA


SITE_DESC MADRONA & MARYLAND



Remarks:

72.4430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. MARYLAND ST &

MADRONA ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 1088






SURVEY CONTROL DATA


SITE_DESC E MAPLE ST & N GARDEN ST



RAISED 2003. VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006.

Remarks:

145.8220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT E MAPLE & N GARDENPoint Description:




ELEVATIONS

Comments:


145.8220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT GARDEN &MAPLEPoint Description:




101/13/2016Mon# 1099






SURVEY CONTROL DATA


SITE_DESC NORTH & CHERRY




71.5290

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (TOP OF BRASS BRAD) AT INT. W.

NORTH ST & CHERRY ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1138






SURVEY CONTROL DATA


SITE_DESC NORTH & JAEGER



Remarks:

74.7360

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (TOP OF BRASS BRAD) AT INT. W.

NORTH ST & JEAGER ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1140






SURVEY CONTROL DATA


SITE_DESC NORTH & LYNN



MON RAISED 7-98Remarks:

76.3610

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & LYNN STPoint Description:


FB 918Comments:


101/13/2016Mon# 1141






SURVEY CONTROL DATA


SITE_DESC NORTH & WALNUT



Remarks:

77.3490

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (BRASS DISC) AT INT. W. NORTH ST &

WALNUT ST

Point Description:


FB 918Comments:


647,942.9932

1,240,428.2819 77.5500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







FERGUSON LAND SURVEYINGVertical Calc By:FERGUSON LAND SURVEYINGHorizontal Calc By:

EU-0163Project No.:

Point Description:


FB 990-4Comments:


101/13/2016Mon# 1143






SURVEY CONTROL DATA


SITE_DESC NORTH & HENRY




78.2110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & HENRY STPoint Description:


FB 918Comments:


101/13/2016Mon# 1144






SURVEY CONTROL DATA


SITE_DESC NORTH & WILLIAMS




75.8640

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & WILLIAMS STPoint Description:


FB 918Comments:


101/13/2016Mon# 1145






SURVEY CONTROL DATA


SITE_DESC NORTH & UTTER



Remarks:

75.6720

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (BRASS BRAD) AT INT W. NORTH ST

& UTTER ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1146






SURVEY CONTROL DATA


SITE_DESC NORTH & ELIZABETH



Remarks:

79.2660

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (BRASS BRAD) AT INT. W. NORTH ST

& ELIZABETH ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1148






SURVEY CONTROL DATA


SITE_DESC BROADWAY & JEFFERSON



LOCATED IN MEDIAN

REPLACED 2005

Remarks:

647,430.8472

1,242,436.8336 87.8000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 1152






SURVEY CONTROL DATA


SITE_DESC NORTHWEST & LYNN



MON RAISED FOR NORTHWEST OVERLAY 9-95. VISITED FOR


Remarks:

83.5260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. LYNN ST & NORTHWEST AVE.Point Description:


FB 918Comments:


101/13/2016Mon# 1155






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & MONROE



MON SET FOR MERIDIAN OVERLAY 10-19-94 RESET 6-05Remarks:

76.7830

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MONROE ST & MERIDIAN STPoint Description:



918

Comments:


101/13/2016Mon# 1161






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & JEFFERSON



MON SET FOR MERIDIAN OVERLAY 10-19-94,Remarks:

78.2760

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. JEFFERSON ST & MERIDIAN

ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1162






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & CONNECTICUT




81.4880

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. CONNECTICUT ST &

MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1163






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & MARYLAND




82.9460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MARYLAND ST & MERIDIAN STPoint Description:


FB 918Comments:


101/13/2016Mon# 1164






SURVEY CONTROL DATA


SITE_DESC BROADWAY & GROVE




95.3870

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & BROADWAYPoint Description:


FB 918Comments:


101/13/2016Mon# 1167






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & VICTOR



Remarks:

92.9340

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. E. VICTOR ST & MERIDIAN STPoint Description:


FB 918Comments:


101/13/2016Mon# 1169






SURVEY CONTROL DATA


SITE_DESC ORCHARD & ORCHARD PL.




96.6650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. ORCHARD DR & ORCHARD

PL

Point Description:


FB 918Comments:


101/13/2016Mon# 1177






SURVEY CONTROL DATA


SITE_DESC ORCHARD DR & VACATED PRIMROSE

LANE, E/O ORCHARD PL



Remarks:

98.8360

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT CL W. ORCHARD DR.Point Description:


FB 918Comments:


101/13/2016Mon# 1178






SURVEY CONTROL DATA


SITE_DESC ORCHARD & CENTER OF ROW AT

CULDESAC

RIGHT-OF-WAY CULDESAC INTERSECTIONCorner Type: Corner Description:



100.3420

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT CULDESAC INT. AT E. END W.

ORCHARD DR.

Point Description:


FB 918Comments:


101/13/2016Mon# 1180






SURVEY CONTROL DATA


SITE_DESC ORCHARD & CENTER OF CULDESAC

RIGHT-OF-WAY CULDESAC CENTERCorner Type: Corner Description:


APPROX 20 FT S OF CL MONRemarks:

100.3530

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT CULDESAC CENTER AT E. END W.

ORCHARD DR.

Point Description:


FB 918Comments:


101/13/2016Mon# 1181






SURVEY CONTROL DATA


SITE_DESC ORLEANS & INDIANA




187.5960

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


MON VISITED FOR BENCHMARK

DENSIFICATION 2011.

Comments:


101/13/2016Mon# 1183






SURVEY CONTROL DATA


SITE_DESC ORLEANS & ILLINOIS




180.0470

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 1184






SURVEY CONTROL DATA


SITE_DESC ORLEANS & MARYLAND




648,649.4616

1,248,683.2700 165.9100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0151Project No.:

BRASS DISCPoint Description:




101/13/2016Mon# 1185






SURVEY CONTROL DATA


SITE_DESC ORLEANS & NORTH




127.2580

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


647,729.8625

1,248,663.2298 127.2400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0151Project No.:

BRASS DISCPoint Description:




101/13/2016Mon# 1187






SURVEY CONTROL DATA


SITE_DESC TEXAS & ONTARIO (TO SOUTH)



2 MONS FOUND EAST & WEST ALSO SEE #5438Remarks:

646,679.9870

1,253,265.6332 139.6700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:




101/13/2016Mon# 1195






SURVEY CONTROL DATA


SITE_DESC N GARDEN ST & E LAUREL ST



Remarks:

138.9160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT GARDEN & LAURELPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1198






SURVEY CONTROL DATA


SITE_DESC PATTON & ILLINOIS




70.3940

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. ILLINOIS ST & PATTON ST.Point Description:


FB 918Comments:


101/13/2016Mon# 1208






SURVEY CONTROL DATA


SITE_DESC PATTON & MARYLAND



Remarks:

71.2240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. MARYLAND ST & PATTON

ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 1209






SURVEY CONTROL DATA


SITE_DESC PATTON & NEQUALICUM




71.2070

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. NEQUALICUM AVE & PATTON

ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 1211






SURVEY CONTROL DATA


SITE_DESC PACIFIC & KENTUCKY




61.0520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT PACIFIC & KENTUCKYPoint Description:



FB918-7 PG. 4

Comments:


645,332.0990

1,248,961.5000 61.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:

CCHKIN1235Point Description:


FB 966-1. PROJECT POINT 232Comments:


101/13/2016Mon# 1235






SURVEY CONTROL DATA


SITE_DESC PACIFIC & VIRGINIA



Remarks:

645,812.2902

1,248,971.9347 69.5800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:



FB 966-1. PROJECT POINT #170Comments:


101/13/2016Mon# 1236






SURVEY CONTROL DATA


SITE_DESC PACIFIC & CAROLINA



Remarks:

646,292.5120

1,248,982.3141 80.0300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:



FB 966-1. PORJECT POINT #160Comments:


80.0380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT PACIFIC & CAROLINAPoint Description:




101/13/2016Mon# 1237






SURVEY CONTROL DATA


SITE_DESC PACIFIC & TEXAS




92.5300

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS NAD83/98 MON INT PACIFIC & TEXASPoint Description:




101/13/2016Mon# 1238






SURVEY CONTROL DATA


SITE_DESC RUSSELL & NORTH



Remarks:

647,886.2269

1,242,635.3780 91.7600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1. TOP OF PIN INSIDE

CASE

Comments:


101/13/2016Mon# 1246






SURVEY CONTROL DATA


SITE_DESC ROEDER & BELLWETHER (THOMAS

GLENN)




645,307.2348

1,240,123.2210

48 45 25.82231

-122 29 34.23885

17.3360

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 1248






SURVEY CONTROL DATA


SITE_DESC SAMISH WAY & PASCO ST



Remarks:

638,278.1320

1,245,520.4070 210.9200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:




NAD 1983Horizontal Datum: NAVD 88Vertical Datum:




EU-0159Project No.:





101/13/2016Mon# 1287






SURVEY CONTROL DATA


SITE_DESC ST.PAUL & NORTH



Remarks:

647,699.8594

1,250,063.1120 129.0200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:



FB 966-1. PROJECT POINT 330Comments:


101/13/2016Mon# 1288






SURVEY CONTROL DATA


SITE_DESC SQUALICUM & PT E/O ELLIS AT LEVIN LN




153.6490

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (PT) AT CL SQUALICUM PKWY NEAR

INT. W/ LEVIN LN

Point Description:


FB 918Comments:


101/13/2016Mon# 1308






SURVEY CONTROL DATA


SITE_DESC ST. CLAIR & TEXAS



Remarks:

646,672.7654

1,253,598.1548 163.4800

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:




101/13/2016Mon# 1317






SURVEY CONTROL DATA


SITE_DESC ST. CLAIR & KENTUCKY




220.7250

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ST.CLAIR & KENTUCKYPoint Description:




101/13/2016Mon# 1323






SURVEY CONTROL DATA


SITE_DESC BELLWETHER THOMAS GLENN & PT



Remarks:

644,822.5058

1,239,900.4258

48 45 20.99311

-122 29 37.40689

18.0900

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 1332






SURVEY CONTROL DATA


SITE_DESC MORRIS & I




108.4920

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MORRIS ST & "I" STPoint Description:


FB 918Comments:


101/13/2016Mon# 1338






SURVEY CONTROL DATA


SITE_DESC 32ND ST & ADAMS AVE TO W





Remarks:

194.3200

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 32ND & ADAMSPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1354






SURVEY CONTROL DATA


SITE_DESC VALLETTE & CONNECTICUT



Remarks:

648,352.9080

1,242,370.7755 86.8700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1Comments:


101/13/2016Mon# 1360






SURVEY CONTROL DATA


SITE_DESC VALLETTE & NORTH



Remarks:

647,893.1457

1,242,359.3748 84.7500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EU-0156Project No.:



FB 964-1. TOP OF PIN INSIDE

CASE

Comments:


101/13/2016Mon# 1361






SURVEY CONTROL DATA


SITE_DESC VERONA & TEXAS



Remarks:

646,729.9475

1,250,965.6605 94.7700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0151Project No.:





101/13/2016Mon# 1363






SURVEY CONTROL DATA


SITE_DESC JAMES & MCLEOD


SECTION 17/18 T38N

R3E

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK 2005. FOUND

RAISED BRASS DISC IN CONC. PATCH AT INT. JAMES ST & E

MCLEOD RD - LOC. IN PAINTED CL JAMES ST & CROWN OF E

MCLEOD RD EXTENDED - ALSO 5 FT NORTH OF CL S.S.M.H.

Remarks:

161.2110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. JAMES ST & E. MCLEOD RDPoint Description:


FB 918Comments:


101/13/2016Mon# 1384






SURVEY CONTROL DATA


SITE_DESC WOBURN & TEXAS




104.3390

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS NAD83/98 MON INT TEXAS & WOBURNPoint Description:



FB918-8 PG. 64

Comments:


101/13/2016Mon# 1402






SURVEY CONTROL DATA


SITE_DESC WASHINGTON & ELIZABETH



COVER FOR CASED MON MISSING 8-12-05Remarks:

74.9620

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (TOP OF NAIL) AT INT. WASHINGTON

ST & ELIZABETH ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1408






SURVEY CONTROL DATA


SITE_DESC WASHINGTON & UTTER



Remarks:

73.5800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. WASHINGTON ST & UTTER STPoint Description:


FB 918Comments:


101/13/2016Mon# 1411






SURVEY CONTROL DATA


SITE_DESC WASHINGTON & WILLIAMS



Remarks:

73.3260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. WASHINGTON ST & WILLIAMS

ST

Point Description:


FB 918Comments:


101/13/2016Mon# 1412






SURVEY CONTROL DATA


SITE_DESC XENIA & TEXAS



Remarks:

646,708.6880

1,251,947.4080 112.3700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





112.3690

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT TEXAS & XENIAPoint Description:




101/13/2016Mon# 1421






SURVEY CONTROL DATA


SITE_DESC YEW & TEXAS



RAISED 7-98Remarks:

646,701.4940

1,252,276.9940 119.7900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 1432






SURVEY CONTROL DATA


SITE_DESC YEW & CAROLINA



RAISED 7-99Remarks:

116.3960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT YEW & CAROLINAPoint Description:




646,222.2990

1,252,267.5010 116.4000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:






ES-0455Project No.:





101/13/2016Mon# 1433






SURVEY CONTROL DATA


SITE_DESC CORNWALL & NEW



RAISED 2008Remarks:

645,004.0097

1,244,402.9305 69.8800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







LAND DEVELOPMENT ENGINEERNG

& SURVEY INC

Vertical Calc By:LAND DEVELOPMENT

ENGINEERNG & SURVEY INC

Horizontal Calc By:

ES-0512Project No.:

Point Description:


FB 1013-1Comments:


69.8820

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT CORNWALL & NEW (NOT IRVING)Point Description:




101/13/2016Mon# 1462






SURVEY CONTROL DATA


SITE_DESC CORNWALL & KENTUCKY



RAISED 2008Remarks:

645,430.7123

1,244,412.0789 74.7200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







LAND DEVELOPMENT ENGINEERNG

& SURVEY INC

Vertical Calc By:LAND DEVELOPMENT

ENGINEERNG & SURVEY INC

Horizontal Calc By:

ES-0512Project No.:

Point Description:


FB 1013-1Comments:


74.7240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT CORNWALL & KENTUCKYPoint Description:




101/13/2016Mon# 1463






SURVEY CONTROL DATA


SITE_DESC E MAPLE ST & INDIAN ST



Remarks:

185.7760

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT MAPLE & INDIANPoint Description:



FB918-6 PG. 14

Comments:


101/13/2016Mon# 1496






SURVEY CONTROL DATA


SITE_DESC HARRIS AV & 14TH ST




119.1200

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT HARRIS & 14THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1518






SURVEY CONTROL DATA


SITE_DESC ELLIS & POTTER



Remarks:

129.0020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ELLIS & POTTERPoint Description:




101/13/2016Mon# 1525






SURVEY CONTROL DATA


SITE_DESC 10TH ST & BENNETT AV



RAISED 2-14-96, MON RAISED FOR 1997 OVERLAY. VISITED FOR


Remarks:

49.7910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT BENNETT & 10THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1549






SURVEY CONTROL DATA


SITE_DESC SAMISH WAY & BILL MCDONALD

PKWY/BYRON



Remarks:

636,604.8820

1,245,481.7660 196.7400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:

C-BDS CASEDPoint Description:


FB 990-5Comments:


636,604.8800

1,245,481.7620 196.7900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





101/13/2016Mon# 1556






SURVEY CONTROL DATA


SITE_DESC BOULEVARD & PINE



MON RAISED FOR STATE ST. OVERLAY 2001.Remarks:

639,705.2669

1,241,033.1150 87.2100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

C-BDS-BPF AT PINE PROJ PNT #599Point Description:


FB 927Comments:


101/13/2016Mon# 1557






SURVEY CONTROL DATA


SITE_DESC WOODSTOCK & JAMES 100 FT E OF

STREET INTERSECTION


17/18/19/20 T38N R3E

Corner Description:


Remarks:

130.9270

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (SEC CNR) 100' E OF INT JAMES ST &

WOODSTOCK WAY

Point Description:


FB 918Comments:


101/13/2016Mon# 1566






SURVEY CONTROL DATA


SITE_DESC BOULEVARD & CEDAR



MON RAISED FOR STATE ST. OVERLAY 2001Remarks:

639,342.4913

1,240,660.4180 76.9600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:

C-BDS-BPF AT CEDAR PROJ PNT #598Point Description:


FB 927Comments:


101/13/2016Mon# 1586






SURVEY CONTROL DATA


SITE_DESC PC ON HIGHLAND S/O WEST COLLEGE

WAY.



Remarks:

636,688.3483

1,240,410.8697 434.0200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:




940-1 PROJECT POINT #501

Comments:


101/13/2016Mon# 1628






SURVEY CONTROL DATA


SITE_DESC VIRGINIA & HUMBOLT





Remarks:

645,872.6279

1,246,172.0891 78.8600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EW-0186Project No.:



FB 953-1,2Comments:


78.8470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VIRGINIA & HUMBOLTPoint Description:




101/13/2016Mon# 1630






SURVEY CONTROL DATA


SITE_DESC E CHESTNUT ST& KEY ST



Remarks:

188.3400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:



937

Comments:


101/13/2016Mon# 1662






SURVEY CONTROL DATA


SITE_DESC 40TH & FIELDING



MON SET FOR PROJECT 5-01. VISITED FOR NAD 83/98 CONTROL


Remarks:

344.1860

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 1680






SURVEY CONTROL DATA


SITE_DESC IOWA & HUMBOLT




644,912.7905

1,246,151.5314 68.3900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

EW-0186Project No.:



FB 952-1,2Comments:


101/13/2016Mon# 1686






SURVEY CONTROL DATA


SITE_DESC BILL MCDONALD PARKWAY (21ST) & W

COLLEGE WAY



RAISED FOR 1996 OVERLAY. VISITED FOR NAD 83/98 CONTROL


Remarks:

311.6840

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP AT BILL MCDONALD PARKWAY (21ST) & W.

COLLEGE WAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 1693






SURVEY CONTROL DATA


SITE_DESC HUMBOLT & KENTUCKY



Remarks:

645,392.5720

1,246,161.8073 76.0800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

Project No.:



FB 952-1,2Comments:


101/13/2016Mon# 1700






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR & PATTLE ST



Remarks:

635,812.7050

1,239,715.9560 424.0400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





Comments:


101/13/2016Mon# 1738






SURVEY CONTROL DATA


SITE_DESC WILSON AV & 17TH ST




134.5620

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:



FB 918-11Comments:


101/13/2016Mon# 1757






SURVEY CONTROL DATA


SITE_DESC FERRY & EAST LINE OF LYLE DLC, NEAR

BILL MCDONALD PKWY

DONATION LAND CLAIMCorner Type: AT E LINE LYSLE DLCCorner Description:


1973 CADASTRAL POINT. VISITED FOR NAD 83/98 CONTROL


Remarks:

298.2470

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP AT FERRY & EAST LINE OF LYLE DLC, NEAR

BILL MCDONALD PARKWAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 1761






SURVEY CONTROL DATA


SITE_DESC PUGET (TO THE NORTH) & S. LINE OF

JONES DLC- EAST MON

DONATION LAND CLAIMCorner Type: Corner Description:


2 MONS. SEE #5404 TO EASTRemarks:

398.7350

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 1791






SURVEY CONTROL DATA


SITE_DESC PUGET & PI N/O CONSOLIDATION



Remarks:

423.9280

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 1792






SURVEY CONTROL DATA


SITE_DESC 40TH & NEAR TAYLOR


SECTION 5/6 T37N

R3E

Corner Description:


1973 CADASTRAL POINT. VISITED FOR NAD 83/98 CONTROL


Remarks:

479.3700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 1846






SURVEY CONTROL DATA


SITE_DESC NORTHWEST & BIRCHWOOD AVE EAST



Remarks:

85.9060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT BIRCHWOOD AVE &

NORTHWEST AVE.

Point Description:


FB 918Comments:


101/13/2016Mon# 1857






SURVEY CONTROL DATA


SITE_DESC ROEDER & C



ELEVATION NOT VALID AFTER 10/11/10. MON RAISED FOR ST704,


Remarks:

643,845.1349

1,241,719.8032 18.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

WF-1018Project No.:

C-MON_1860Point Description:


Comments:


643,845.1349

1,241,719.8032

48 45 11.73788

-122 29 09.94919

18.9110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

ELEVATION NO LONGER VALID. C-BDSPoint Description:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 1860






SURVEY CONTROL DATA


SITE_DESC WILSON AV & 22ND ST (SOUTH)





Remarks:

106.9330

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT WILSON & 22NDPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1863






SURVEY CONTROL DATA


SITE_DESC CEDARWOOD & PC S OF BIRCHWOOD

RIGHT-OF-WAY PCCorner Type: Corner Description:


OPPOSITE HOUSE #2520Remarks:

83.8570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON IN NE-BOUND LANE CEDARWOOD

AVE NEAR HOUSE #2520

Point Description:


FB 918Comments:


101/13/2016Mon# 1882






SURVEY CONTROL DATA


SITE_DESC LINDBERG & W R/W NOME



Remarks:

647,879.4490

1,236,526.7670 69.3200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EW-0205Project No.:

Point Description:


Comments:


69.3210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. NEQUALICUM AVE &

LINDBERGH AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 1891






SURVEY CONTROL DATA


SITE_DESC WOBURN & PI ON WOBURN N/O 1/4 SEC.

LINE



Remarks:

99.8920

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS CL WOBURN @ RES.#1803Point Description:



FB918-7 PG. 29

Comments:


101/13/2016Mon# 1906






SURVEY CONTROL DATA


SITE_DESC 40TH & LARRABEE



Remarks:

606.5930

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 1908






SURVEY CONTROL DATA


SITE_DESC IVY ST & N STATE ST



MON SET 1994, MON RAISED FOR STATE ST. OVERLAY 2001.


Remarks:

71.9660

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT N.STATE & IVYPoint Description:



FB918-6 PG. 2

Comments:


640,212.8550

1,241,990.7457

48 44 35.96314

-122 29 04.74405

71.9530

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:





SURVEY AF2080302393

Comments:


101/13/2016Mon# 1925






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR & EASTON AV



Remarks:

634,484.7550

1,239,505.6640 392.1900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





Comments:


101/13/2016Mon# 1934






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR & FERRY AV



HOUSE # 445 &# 505Remarks:

635,245.2660

1,239,521.5240 410.9700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:



ELEVATION NO LONGEER VALID.

FB 940-1 PROJECT POINT #525

Comments:


101/13/2016Mon# 1935






SURVEY CONTROL DATA


SITE_DESC 11TH ST & LARRABEE AV




81.4580

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT LARRABEE & 11THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1941






SURVEY CONTROL DATA


SITE_DESC HARRIS AVE & 9TH ST




27.6050

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT HARRIS & 9THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1943






SURVEY CONTROL DATA


SITE_DESC WILSON AVE & 20TH ST




108.1080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:



FB 918-11Comments:


101/13/2016Mon# 1957






SURVEY CONTROL DATA


SITE_DESC 32ND & FIELDING




198.6440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT FIELDING & 32NDPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1962






SURVEY CONTROL DATA


SITE_DESC 32ND ST& MILL AVE

HOUSE # 1129





Remarks:

187.9430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT MILL AND 32NDPoint Description:


FB 918-11Comments:


101/13/2016Mon# 1963






SURVEY CONTROL DATA


SITE_DESC WILSON & 4TH



Remarks:

630,684.8900

1,235,294.4000 66.0300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 1999






SURVEY CONTROL DATA


SITE_DESC COWGILL & 4TH



REPLACED BY LSA FOR 2005 OVERLAY PROJECT.Remarks:

630,379.8500

1,235,287.9800 78.8700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 2006






SURVEY CONTROL DATA


SITE_DESC E MAPLE ST & HIGH ST




640,550.5149

1,243,840.9523 189.0800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0448Project No.:

Z BSMPoint Description:




189.0990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT HIGH & E. MAPLEPoint Description:




ELEVATIONS

Comments:


101/13/2016Mon# 2035






SURVEY CONTROL DATA

189.1010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT HIGH & MAPLEPoint Description:




201/13/2016Mon# 2035






SURVEY CONTROL DATA


SITE_DESC PUGET & EDWARDS

RIGHT-OF-WAY INTERSECTIONCorner Type: CL PUGET AT N. LINE

EDWARDS

Corner Description:


Remarks:

307.4440

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 2036






SURVEY CONTROL DATA


SITE_DESC PUGET & LOPEZ



Remarks:

379.3650

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 2037






SURVEY CONTROL DATA


SITE_DESC E LAUREL ST & N STATE ST



MON RAISED FOR STATE ST. OVERLAY 2001.Remarks:

75.3660

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT E. LAUREL & N. STATEPoint Description:


FB 918-11Comments:


75.3650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT N.STATE & LAURELPoint Description:




101/13/2016Mon# 2071






SURVEY CONTROL DATA

640,939.0715

1,242,735.6737

48 44 43.28478

-122 28 53.86474

75.3650

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


201/13/2016Mon# 2071






SURVEY CONTROL DATA


SITE_DESC ERIE & NIAGARA



MON SET FOR 1994 OVERLAYRemarks:

268.8170

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT ERIE & IOWA DRIVEPoint Description:




101/13/2016Mon# 2078






SURVEY CONTROL DATA


SITE_DESC C & MAPLE




643,300.5262

1,241,160.3128

48 45 06.24674

-122 29 18.12140

13.7570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 2100






SURVEY CONTROL DATA


SITE_DESC 13TH ST & MCKENZIE AV



Remarks:

631,549.4417

1,237,843.6530 110.4100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:



FB 927Comments:


101/13/2016Mon# 2103






SURVEY CONTROL DATA


SITE_DESC SAMISH WAY & ABBOTT ST AT S LINE

JONES DLC



Remarks:

638,218.8030

1,245,519.0540 211.7700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





638,218.8040

1,245,519.0540 211.7600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


W INC.

Horizontal Calc By:

ES-0449Project No.:



FB 963-1Comments:


101/13/2016Mon# 2115






SURVEY CONTROL DATA


SITE_DESC SAMISH WAY & CONSOLIDATION AV




637,259.1232

1,245,496.9950 204.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:

C-BDS CASEDPoint Description:


FB 990-5Comments:


637,259.1220

1,245,496.9910 204.4800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





101/13/2016Mon# 2116






SURVEY CONTROL DATA


SITE_DESC BILL MCDONALD & PT E/O 25TH




634,244.1800

1,242,075.8700 272.3300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-MON PROJ PNT #305Point Description:


FB 926Comments:


101/13/2016Mon# 2163






SURVEY CONTROL DATA


SITE_DESC 18TH & MILL




168.1020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 18TH & MILLPoint Description:


FB 918-11Comments:


101/13/2016Mon# 2229






SURVEY CONTROL DATA


SITE_DESC 19TH ST & MILL AV



Remarks:

632,078.8669

1,239,785.3510 171.8800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0151Project No.:



FB 927Comments:


101/13/2016Mon# 2230






SURVEY CONTROL DATA


SITE_DESC 35TH ST & BYRON AVE



RESET 6-05. VISITED FOR NAD 83/98 CONTROL NETWORK

SURVEY 2006.

Remarks:

200.8350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 35TH & BYRONPoint Description:


FB 918-11Comments:


101/13/2016Mon# 2268






SURVEY CONTROL DATA


SITE_DESC TELEGRAPH & MCLEOD



USED FOR NAD83/98 CONTROL NETWORKRemarks:

117.1160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. E. MCLEOD RD & TELEGRAPH

RD

Point Description:


FB 918Comments:


101/13/2016Mon# 2271






SURVEY CONTROL DATA


SITE_DESC MAPLEWOOD & ALDERWOOD (E)



RESET 6/05Remarks:

106.6580

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. MAPLEWOOD AVE &

ALDERWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 2274






SURVEY CONTROL DATA


SITE_DESC 21ST & TAYLOR





Remarks:

254.7880

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 21ST & TAYLORPoint Description:


FB 918-11Comments:


101/13/2016Mon# 2291






SURVEY CONTROL DATA


SITE_DESC YEW & N OF CAROLINA


20/21/28/29 T38N R3E

Corner Description:


Remarks:

646,304.7440

1,252,269.0420 117.6700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:





101/13/2016Mon# 2311






SURVEY CONTROL DATA


SITE_DESC MCLEOD & HOME RD

WEST 1/4 13-38-2


SECTION 13/14 T38N

T2E

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK 2005. BRASS CAP

BEHIND SIDEWALK AT NE CORNER INT

Remarks:

144.5940

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (1/4 SEC CNR) IN CONC AT NE

QUADR. MCLEOD RD & HOME RD

Point Description:


FB 918Comments:


101/13/2016Mon# 2325






SURVEY CONTROL DATA


SITE_DESC ORCHARD & JAMES



Remarks:

117.1700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. JAMES ST & E. ORCHARD DRVPoint Description:



918

Comments:


101/13/2016Mon# 2334






SURVEY CONTROL DATA


SITE_DESC RHODODENDRON & VINING



Remarks:

350.8550

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT VINING & RHODODENDRON WAYPoint Description:




101/13/2016Mon# 2361






SURVEY CONTROL DATA


SITE_DESC 12TH ST & FILLMORE AVE




111.3950

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 12TH & FILLMOREPoint Description:


FB 918-11Comments:


101/13/2016Mon# 2438






SURVEY CONTROL DATA


SITE_DESC BAKERVIEW & HOME



Remarks:

197.3500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 2450






SURVEY CONTROL DATA


SITE_DESC MCKENZIE & 4TH




631,602.4950

1,235,313.6000 20.3300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ET-0029Project No.:

C-BDS-4TH & MCKENZIE - COB #2486Point Description:


FB 1016-1Comments:


631,602.4900

1,235,313.5800 20.2800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

BSMPoint Description:


RS-4712Comments:


101/13/2016Mon# 2486






SURVEY CONTROL DATA


SITE_DESC BARKLEY & PACIFIC



Remarks:

193.0680

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 2491






SURVEY CONTROL DATA


SITE_DESC 40TH & ELWOOD



Remarks:

329.6490

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 2525






SURVEY CONTROL DATA


SITE_DESC N STATE ST & BERRY ST



ELEVATION AS OF 2/7/2011 NOT VALIDRemarks:

72.8700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT N.STATE & BERRYPoint Description:



FB918-6 PG. 2

Comments:


101/13/2016Mon# 2545






SURVEY CONTROL DATA


SITE_DESC BARKLEY & RACINE



Remarks:

201.4190

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 2588






SURVEY CONTROL DATA


SITE_DESC BARKLEY BLVD & BARKLEY MEADOWS

CIRCLE (INT)



Remarks:

196.7340

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 2608






SURVEY CONTROL DATA


SITE_DESC BIRCHWOOD & SQUALICUM PC#2



FOR NORTHERLY ACCESS PROJECT ST-553. VISITED FOR NAD


Remarks:

102.3820

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (PC) IN CL BIRCHWOOD AVE, W. OF

SQUALICUM PKWY

Point Description:


FB 918Comments:


101/13/2016Mon# 2751






SURVEY CONTROL DATA


SITE_DESC 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:


NORTHERLY ACCESS PROJECT ST-553. VISITED FOR NAD 83/98


Remarks:

89.8740

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON 150' E. OF INT. BIRCHWOOD AVE &

MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 2765






SURVEY CONTROL DATA


SITE_DESC E MAPLE ST & JERSEY ST



Remarks:

640,049.3028

1,244,329.3651 192.2500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0448Project No.:

Z MICPoint Description:




192.2710

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-MON IN CASE INT MAPLE &JERSEYPoint Description:




101/13/2016Mon# 2950






SURVEY CONTROL DATA


SITE_DESC IVY & INDIAN TERRACE


IRON PIPEMonument Type:

Remarks:

639,210.8032

1,242,968.4236 278.2700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0448Project No.:

Z IPPoint Description:




101/13/2016Mon# 2951






SURVEY CONTROL DATA


SITE_DESC ELM & W. OREGON



Remarks:

650,320.2410

1,241,313.3507 90.2400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:


FB 948-1Comments:


101/13/2016Mon# 2953






SURVEY CONTROL DATA


SITE_DESC KULSHAN & W. OREGON




650,313.1389

1,241,589.3988 89.4800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








SURVEYING INC.


SURVEYING INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:



948-1

Comments:


101/13/2016Mon# 2954






SURVEY CONTROL DATA


SITE_DESC NORTH & MERIDIAN



Remarks:

79.7330

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & MERIDIAN STPoint Description:


FB 918Comments:


101/13/2016Mon# 2957






SURVEY CONTROL DATA


SITE_DESC LAFAYETTE & W MARYLAND



Remarks:

75.2380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. LAFAYETTE ST & MARYLAND

ST.

Point Description:


FB 918Comments:


101/13/2016Mon# 2987






SURVEY CONTROL DATA


SITE_DESC SQUALICUM PARKWAY PI E OF

NORTHWEST AVE BRIDGE




58.5250

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT CL SQUALICUM PKWY, APPROX.

220' E. OF NORTHWEST AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3016






SURVEY CONTROL DATA


SITE_DESC E MAPLEWOOD W OF MERIDIAN



Remarks:

93.7290

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON AT INT. E. MAPLEWOOD AVE &

MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3021






SURVEY CONTROL DATA

3029Monument ID: DH3747 FIRE 4Other Reference ID:

SITE_DESC MON IN GRASS AREA W/O PARKING LOT

AT COUNTY FIRE STATION 4. E/O

INTERSECTION OF BRITTON LOOP RD.

AND RUSTON WAY.

CADASTRAL SURVEY REFERENCE POINT NGSCorner Type: NGS DH3747 FIRE 4Corner Description:


2004 CADASTRAL POINT SET BY PSE 3-04. "FIRE 4"Remarks:

369.8660

299.9830

-69.8820

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Geodetic GPSHorizontal Method:





INC.

Vertical Calc By:NATIONAL GEODETIC SURVEYHorizontal Calc By:

Project No.:

NGS DH3747 FIRE4Point Description:


FB 880-1 PG5Comments:


101/13/2016Mon# 3029






SURVEY CONTROL DATA

3030Monument ID: DH3746 HORTONOther Reference ID:

SITE_DESC MONUMENT IS IN THE GRASS AREA JUST

S/O THE SIDEWALK ON THE SOUTH SIDE

OF HORTON ROAD, E/O CORDATA

CADASTRAL SURVEY REFERENCE POINT NGSCorner Type: NGS PID DH3746

HORTON

Corner Description:


MON SET FOR 2004 CADASTRAL SURVEY

"HORTON"

Remarks:

166.7980

96.5550

-70.3740

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

NGS DH3746 HORTONPoint Description:




101/13/2016Mon# 3030






SURVEY CONTROL DATA

3031Monument ID: DH3748 TERMINALOther Reference ID:

SITE_DESC MONUMENT SET IN AIRPORT PARKING LOT

AT THE NORTHERLY END OF PARKING

SECTION G1 BETWEEN THE SECOND AND

THIRD PARKING STALLS AT THE REAR OF

THE STALLS.

CADASTRAL SURVEY REFERENCE POINT NGSCorner Type: NGS "TERMINAL"Corner Description:


MONUMENT SET BY PSE FOR THE 2004 CADASTRAL SURVEY

"TERMINAL"

Remarks:

151.6510

81.0860

-70.7010

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

NGS DH3748 TERMINALPoint Description:




101/13/2016Mon# 3031






SURVEY CONTROL DATA

3032Monument ID: DH3744 DONOVANOther Reference ID:

SITE_DESC 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:


MON SET BY PSE FOR 2004 CADASTRAL SURVEY

"DONOVAN"

Remarks:

630,920.1040

1,235,270.1270 57.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:

C-BDB COB NGS DONOVANPoint Description:


FB992-1Comments:


57.4210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

CASED MON (DONOVAN) SW OF INTERSECTION

AT DONOVAN & 4TH

Point Description:


FB 918-11Comments:


101/13/2016Mon# 3032






SURVEY CONTROL DATA

57.3600

-13615.0000

-71.1280

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

NGS DH3744 DONOVANPoint Description:




201/13/2016Mon# 3032






SURVEY CONTROL DATA

3033Monument ID: DH3745 HAWKOther Reference ID:

SITE_DESC MONUMENT IS IN THE LANDSCAPING

BEHIND THE SIDEWALK AT THE SW

CORNER OF PARKHURST & HAWK.

CADASTRAL SURVEY REFERENCE POINT NGSCorner Type: NGS DH3745 HAWKCorner Description:


MON SET BY PSE FOR 2004 CADASTRAL SURVEY

"HAWK"

Remarks:

671.6310

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


671.5640

600.7790

70.6360

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

NGS DH3745 HAWKPoint Description:




101/13/2016Mon# 3033






SURVEY CONTROL DATA

3035Monument ID: DH3749 BLOEDELOther Reference ID:

SITE_DESC 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:


MON SET BY PSE FOR 2004 CADASTRAL

"BLOEDEL"

Remarks:

326.0340

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS NAD83/98 HARN BLOEDELPoint Description:




326.0060

255.8650

-70.1440

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

NGS DH3749 BLOEDELPoint Description:




101/13/2016Mon# 3035






SURVEY CONTROL DATA


SITE_DESC SAN JUAN BLVD. & SPIEDEN PL



MON 0.33 FT N & 0.49 FT W OF CALC INT POSITION

( MON FOUND 10-7-05 )

Remarks:

525.2380

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 3129






SURVEY CONTROL DATA

3224Monument ID: GP 37005-70Other Reference ID:

SITE_DESC WSDOT MON IN E SHOULDER I-5 NEAR

LAKEWAY EXIT 253

TRAVERSE POINTCorner Type: WSDOT MON GP

37005-70

Corner Description:


WDOT GP 37005-70. VISITED FOR NAD 83/98 CONTROL


Remarks:

195,455.3080

380,008.2350

48 44 47.256841

-122 27 54.178893

51.5970

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:


-1 12 53.4Convergence:







STATE OF WASHINGTONVertical Calc By:STATE OF WASHINGTONHorizontal Calc By:

Project No.:

WSDOT GP37005-70Point Description:

WSDOTCoordinate Source:

METERSComments:


101/13/2016Mon# 3224






SURVEY CONTROL DATA

3237Monument ID: WSDOT GP 37005-87Other Reference ID:

SITE_DESC 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:



198,218.3930

380,223.0350

48 46 16.831973

-122 27 46.530467

54.3590

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


178.3430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

CASED MON (WSDOT) ON N. SIDE SUNSET DRV /

E. END OF I-5 OVERPASS

Point Description:


FB 918Comments:


101/13/2016Mon# 3237






SURVEY CONTROL DATA

3240Monument ID: WSDOT BM37542-18Other Reference ID:

SITE_DESC MT. BAKER HWY ON SLY SIDE & E OF

BRITTON RD

BENCH MARKCorner Type: WSDOT BM37542-18Corner Description:


GPS CONTROL POINT CITY/WSDOT BDRemarks:

200,701.2800

383,779.0280

48 47 39.592738

-122 24 54.911432

92.8800

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:


-1 10 40Convergence:








Project No.:

WSDOT BM37542-18Point Description:


METERSComments:


304.7240

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:




STATE OF WASHINGTONVertical Calc By:Horizontal Calc By:

Project No.:



FB 880-1 PG5 REPORTED BY PSEComments:

Horizontal Calc Date: Vertical Calc Date:

101/13/2016Mon# 3240






SURVEY CONTROL DATA


SITE_DESC VINING P.I.



GPS "PI VINING BP" BY DEA 1996. VISITED FOR NAD 83/98


Remarks:

328.0750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS CL VINING S. OF VIEWRIDGE RD.Point Description:




101/13/2016Mon# 3251






SURVEY CONTROL DATA


SITE_DESC DONOVAN ST. SECTION CORNER


1/2/11/12 T37N R2E

Corner Description:

STONE MONMonument Type:

FND 1973 CADASTRAL SURVEYRemarks:

630,960.1700

1,236,150.8100 42.2800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

COPPER PIN IN STONE MONPoint Description:




101/13/2016Mon# 3263






SURVEY CONTROL DATA

3264Monument ID: 3264-RESETOther Reference ID:

SITE_DESC MEANDER CORNER NEAR POST POINT

LAGOON

MEANDER CORNERCorner Type: Corner Description:


FND 1973 CADASTRAL. VISITED FOR NAD 83/98 CONTROL

NETWORK SURVEY 2006. RESET 2008

Remarks:

631,042.1000

1,234,112.9800 8.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

CM MEANDER CORPoint Description:


RS-4712Comments:


101/13/2016Mon# 3264






SURVEY CONTROL DATA


SITE_DESC MILL AVE & 16TH ST




165.3780

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT MILL & 16THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3287






SURVEY CONTROL DATA


SITE_DESC S. STATE & BEECHER



Remarks:

77.1700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE & BEECHERPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3309






SURVEY CONTROL DATA


SITE_DESC S STATE & 14TH




86.0780

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE & 14THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3324






SURVEY CONTROL DATA


SITE_DESC 12TH & S STATE



Remarks:

69.7520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT 12TH & STATEPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3325






SURVEY CONTROL DATA


SITE_DESC CONSOLIDATION & LINCOLN (S)



Remarks:

637,237.0790

1,246,454.1190 177.7000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0504Project No.:

Point Description:


Comments:


637,237.0950

1,246,454.0890 177.7200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





101/13/2016Mon# 3335






SURVEY CONTROL DATA


SITE_DESC BYRON & LINCOLN (N)



FOUND TWO MON'S AT THIS LOCATION 10-14-05

SEE #6185

Remarks:

636,585.0920

1,246,300.9580 201.8200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0504Project No.:

Point Description:


Comments:


636,585.0780

1,246,300.9470 201.8000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:



ELEVATION NOT VALID AS OF

5/23/2012. FB 947-1 PROJECT

POINT #104

Comments:


101/13/2016Mon# 3347






SURVEY CONTROL DATA


SITE_DESC BYRON & 39TH (N)




636,577.0110

1,246,629.5390 221.7800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:





221.7920

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT BYRON & 39THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3348






SURVEY CONTROL DATA

3354Monument ID: 5002Other Reference ID:

SITE_DESC ELIZA & MATANUSKA NEAR PLAT LINE

RIGHT-OF-WAY POTCorner Type: CL NEAR PLAT LINECorner Description:



656,532.3370

1,239,367.9920 174.5800

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0441Project No.:

Point Description:




Comments:


101/13/2016Mon# 3354






SURVEY CONTROL DATA


SITE_DESC N FOREST S/O E ROSE ST



ELEVATION NOT VALID AS OF 6/22/11Remarks:

104.4160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT FOREST, SOUTH OF ROSEPoint Description:



918-11

Comments:


101/13/2016Mon# 3397






SURVEY CONTROL DATA


SITE_DESC HIGHLAND DR. BTWN. W COLLEGE WY &

HILLCREST WY



HOUSE # 301. ELEVATION RUN IN 2003 IS NO LONGER VALID.Remarks:

636,349.4940

1,240,188.9200 448.3900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:





101/13/2016Mon# 3398






SURVEY CONTROL DATA


SITE_DESC 6TH ST & MCKENZIE AV



Remarks:

631,590.5200

1,235,883.3800 21.8300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 3410






SURVEY CONTROL DATA


SITE_DESC BILL MCDONALD PKWY & 25TH ST

ROW/WEST



ELEVATION NO LONGER VALID AS OF 11/23/10. VISITED FOR NAD


Remarks:

243.7820

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT BILL MCDONALD PKWY & WEST

ROW OF 25TH

Point Description:



918-11

Comments:


101/13/2016Mon# 3422






SURVEY CONTROL DATA


SITE_DESC 25TH ST & BILL MCDONALD PARKWAY,

JUST W/O 25TH



Remarks:

634,048.9300

1,241,680.1700 243.4000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-FND-MON PNT#179Point Description:


FB 926Comments:


101/13/2016Mon# 3423






SURVEY CONTROL DATA


SITE_DESC 25TH ST & BILL MCDONALD PKWY

ROW/EAST



ELEVATION AS OF 11/23/10 NO LONGER VALID.Remarks:

634,065.3500

1,241,726.4000 247.7300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-MON-FND PROJ POINT#180Point Description:



926

Comments:


101/13/2016Mon# 3424






SURVEY CONTROL DATA


SITE_DESC PEABODY & W ILLINOIS AT NE CORNER

BENCH MARKCorner Type: TBM - SPIKE IN

UTILITY POLE

Corner Description:

SPIKEMonument Type:

TBM 884-2-3A SET 60D SPIKE IN S FACE UTILITY POLE NO.

160200-464933 AT NE QUAD OF PEABODY & ILLINOIS 0.1FT A.G

Remarks:

84.2030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

60d NAIL IN PP AT NE QUADR. W. ILLINOIS ST &

PEABODY ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3477






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & E VICTOR AT NE CORNER

BENCH MARKCorner Type: TBM - X ON SE BOLT

OF LIGHT POLE

Corner Description:

BOLTMonument Type:

TBM 884-2-5A- SET X ON SE BOLT OF LIGHT POLE AT NE QUAD

MERIDIAN & VICTOR

Remarks:

93.2200

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

SE BOLT LIGHT BASE AT NE QUADR. E. VICTOR ST

& MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3481






SURVEY CONTROL DATA


SITE_DESC BIRCH & LAKEWAY AT NE CORNER

BENCH MARKCorner Type: TBM - X ON SW

CORNER FIRST

STEP RESIDENCE

#1400 BIRCH

Corner Description:

STEPMonument Type:

TBM - SET X ON SW CORNER FIRST STEP OF RESIDENCE #1400

BIRCH ST

Remarks:

355.6600

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC. STEP RES. #1400

LAKEWAY/BIRCH

Point Description:




101/13/2016Mon# 3491






SURVEY CONTROL DATA


SITE_DESC 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:

TBM - SET X ON NW CORNER FIRST CONC STEP OF RESIDENCE

#3326 LAKEWAY DR

Remarks:

344.5430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NW COR CONC. STEP RES. #3326 LAKEWAYPoint Description:




101/13/2016Mon# 3493






SURVEY CONTROL DATA


SITE_DESC LAKE WHATCOM CONTROL DAM W OF

ELECTRIC AVE

BENCH MARKCorner Type: BM ON E END OF

DAM

Corner Description:


BRONZE PLUG ON ELY END OF LAKE WHATCOM CONTROL DAM.Remarks:

645,170.0000

1,257,100.0000

48 45 28

-122 25 21

320.9860

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Resource GPSHorizontal Method:





INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

BM ON E END OF DAMPoint Description:




321.0150

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS LAKE WHATCOM FLOOD CONTROL DAMPoint Description:




101/13/2016Mon# 3494






SURVEY CONTROL DATA


SITE_DESC 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:

TBM - SW CORNER MIDDLE STEP AT W END WALK NEAR HEDGE

OF RES #1726 ELECTRIC

Remarks:

349.5020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC. STEP RES #1726 ELECTRICPoint Description:




101/13/2016Mon# 3495






SURVEY CONTROL DATA


SITE_DESC ELECTRIC & OHIO AT NE CORNER


OF CONC PATIO AT

RES #1910 ELECTRIC

AVE

Corner Description:

Monument Type:

TBM - SW CORNER OF CONC PATIO AT RES # 1910 ELECTRIC

AVE

Remarks:

346.3810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC. PATIO RES. #1910 ELECTRICPoint Description:




101/13/2016Mon# 3496






SURVEY CONTROL DATA


SITE_DESC ELECTRIC AVE

BENCH MARKCorner Type: TBM - NE CORNER

CONC LANDING AT

BOTTOM OF STAIRS

AT RES #2107

ELECTRIC

Corner Description:

Monument Type:

TBM - NE CORNER CONC LANDING AT BOTTOM OF STAIRS AT

RES #2107 ELECTRIC

Remarks:

328.4010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NE COR CONC. STEP RES. #2107 ELECTRICPoint Description:




101/13/2016Mon# 3497






SURVEY CONTROL DATA


SITE_DESC ELECTRIC AVE

BENCH MARKCorner Type: TBM - NE CORNER

OF BOTTOM STEP

AT RES #2323

ELECTRIC AVE

Corner Description:

STEPMonument Type:

TBM - NE CORNER OF BOTTOM STEP AT RES #2323 ELECTRIC

AVE

Remarks:

316.8070

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NE COR CONC. STEP RES. #2323 ELECTRICPoint Description:




101/13/2016Mon# 3498






SURVEY CONTROL DATA


SITE_DESC 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:

TBM 873-5-17B - RR SPIKE IN W FACE OF PP#464802-159920, NE

QUAD HENRY & W NORTH

Remarks:

78.2910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT NE QUADR. W. NORTH ST &

HENRY ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3500






SURVEY CONTROL DATA


SITE_DESC WALNUT & WASHINGTON AT NW CORNER

BENCH MARKCorner Type: TBM - RR SPIKE IN

TP

Corner Description:


TBM 873-5-21A - SET RR SPIKE IN E FACE TP#2301, NW QUAD

WALNUT & WASHINGTON

Remarks:

75.2990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT NW QUADR. WASHINGTON ST

& WALNUT ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3502






SURVEY CONTROL DATA


SITE_DESC ELIZABETH & BROADWAY AT NW CORNER

BENCH MARKCorner Type: TBM - JEEP GEAR IN

PP

Corner Description:

Monument Type:

TBM 873-5-21C - FND JEEP GEAR IN PP#464600-160077, NW QUAD

ELIZABETH & BROADWAY

Remarks:

70.8840

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT W. QUADR. ELIZABETH

ST & BROADWAY

Point Description:


FB 918Comments:


101/13/2016Mon# 3504






SURVEY CONTROL DATA


SITE_DESC WALNUT & JEFFERSON AT NE CORNER


WOOD LIGHT POLE

Corner Description:


TBM 873-5-25A - SET RR SPIKE IN W FACE WOOD LIGHT POLE,

NE QUAD WALNUT & JEFFERSON

Remarks:

77.6850

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT NE QUADR. JEFFERSON ST &

WALNUT ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3506






SURVEY CONTROL DATA


SITE_DESC WALNUT & W ILLINOIS AT NW CORNER

BENCH MARKCorner Type: TBM - SPIKE IN PPCorner Description:

NAILMonument Type:

TBM 873-5-25C - SET 60D SPIKE IN SE FACE PP#464937-160031,

NW QUAD WALNUT & ILLINOIS

Remarks:

81.8110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

60d SPIKE IN PP AT NW QUADR. W. ILLINOIS ST &

WALNUT ST

Point Description:


FB 918Comments:


101/13/2016Mon# 3508






SURVEY CONTROL DATA


SITE_DESC 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:

TBM - GIN SPIKE SET IN PP ON S SIDE ELDRIDGE BETWEEN RES

#2817 & #2813 (STA 15+50)

Remarks:

68.1750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP ON SW SIDE ELDRIDGE

AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3510






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & WEST AT NW COR

BENCH MARKCorner Type: TBM - GIN SPIKE FND

IN PP

Corner Description:

SPIKEMonument Type:

TBM - GIN SPIKE FND IN PP AT NW CORNER INT ELDRIDGE &

WEST ST

Remarks:

69.5890

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT N. QUADR. WEST ST &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3511






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & LYNN AT SW CORNER


PP

Corner Description:


TBM - RR SPIKE FND IN PP AT SW CORNER INT ELDRIDGE &

LYNN

Remarks:

70.6930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT SW QUADR. LYNN ST &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3512






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & VICTOR AT SW COR

BENCH MARKCorner Type: TBM - GIN SPIKE IN

PP

Corner Description:

SPIKEMonument Type:

TBM - SET GIN SPIKE IN PP AT SW CORNER INT ELDRIDGE &

VICTOR

Remarks:

68.7090

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT SW QUADR. VICTOR ST

& ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3513






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE & UTTER AT NW COR


PP

Corner Description:

SPIKEMonument Type:

TBM - GIN SPIKE SET IN PP AT NW CORNER INT ELDRIDGE &

UTTER

Remarks:

65.8210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT N. QUADR.UTTER ST &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 3514






SURVEY CONTROL DATA


SITE_DESC LINCOLN ST AT CARL COZIER SCHOOL

BENCH MARKCorner Type: TBM - TOP OF NW

CORNER BOTTOM

STAIR, LINCOLN ST

ENTRANCE TO CARL

COZIER ELEM.

SCHOOL

Corner Description:

STEPMonument Type:

TBM - TOP OF NW CORNER BOTTOM STAIR, LINCOLN ST

ENTRANCE TO CARL COZIER ELEM. SCHOOL

Remarks:

149.2010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NW COR LOWEST CONC STEP CARL COZIER

SCHOOL

Point Description:




101/13/2016Mon# 3520






SURVEY CONTROL DATA


SITE_DESC 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 S

OF LAKEWAY

Corner Description:

SLABMonument Type:

TBM - NE COR CONC SLAB OF BUS STOP (IN FRONT OF DRY

CLEANERS) ON E SIDE OF LINCOLN S OF LAKEWAY.

ELEV=163.64(CITY DATUM)

Remarks:

161.9810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

NE COR OF SLAB AT BUS STOP, E SIDE OF

LINCOLN, S. OF LAKEWAY BY CLEANERS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 3521






SURVEY CONTROL DATA


SITE_DESC IOWA ON S SIDE AT ORLEANS

BENCH MARKCorner Type: TBM - X ON NE BOLT

OF LIGHT

STANDARD

Corner Description:

BOLTMonument Type:

TBM 872-1-11A - SCRIBED X ON NE BOLT LIGHT STANDARD

#464493-160833.

Remarks:

58.8130

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NE BOLT LIGHT STDRD IOWA WEST OF

#1208

Point Description:




101/13/2016Mon# 3527






SURVEY CONTROL DATA


SITE_DESC GARDEN & MAPLE

BENCH MARKCorner Type: TBM - SPIKE IN PP AT

NE COR

Corner Description:

SPIKEMonument Type:

TBM - GIN SPIKE SET IN PP #464080-160356 AT NE COR GARDEN

& MAPLE.

Remarks:

145.8480

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

GIN SPIKE IN PP AT NE CORNER OF GARDEN AND

MAPLE

Point Description:


FB 918-11Comments:


101/13/2016Mon# 3533






SURVEY CONTROL DATA


SITE_DESC MAPLE & JERSEY AT NW COR


POWER POLE AT NW

COR

Corner Description:

SPIKEMonument Type:

TBM - GIN SPIKE SET IN POWER POLE #464010-160426 AT NW

COR MAPLE & JERSEY.

Remarks:

191.9560

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

GIN SPIKE IN PP AT NW CORNER OF MAPLE &

JERSEY

Point Description:


FB 918-11Comments:


191.9800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-GIN SPIKE P.POLE NW QUAD MAPLE & JERSEYPoint Description:




101/13/2016Mon# 3539






SURVEY CONTROL DATA


SITE_DESC BROADWAY & FARRAGUT AT NE CORNER


PP AT NE COR

BROADWAY &

FARRAGUT

Corner Description:

SPIKEMonument Type:

TBM- GIN SPIKE SET IN PP# 35292 AT NE COR BROADWAY &

FARRAGUT.

Remarks:

75.6990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN UTIL POLE AT E. QUADR.

FARRAGUT ST & BROADWAY

Point Description:


FB 918Comments:


101/13/2016Mon# 3546






SURVEY CONTROL DATA


SITE_DESC INTERSECTION OF DONOVAN & SAMISH

WAY.



MON FOUND, CHECKED FOR ES-0268Remarks:

407.8690

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 3560






SURVEY CONTROL DATA


SITE_DESC CORNWALL & FLORA & YORK AT NE

CORNER

BENCH MARKCorner Type: TBM - X ON SW

MOUNTING BOLT OF

SIGNAL STANDARD

AT NE QUAD

CORNWALL & FLORA

& YORK

Corner Description:

BOLTMonument Type:

TBM 870-01-13 - X ON SW MOUNTING BOLT OF SIGNAL

STANDARD AT NE QUAD CORNWALL & FLORA & YORK.

Remarks:

62.1600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 3562






SURVEY CONTROL DATA


SITE_DESC KEY & MYRTLE

BENCH MARKCorner Type: TBM - RR SPIKE IN N

FACE OF PP

Corner Description:

POLEMonument Type:

Remarks:

320.7200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 937Comments:


101/13/2016Mon# 3566






SURVEY CONTROL DATA


SITE_DESC JERSEY & NE OF CHESTNUT

BENCH MARKCorner Type: TBM - X ON

MOUNTING BOLT OF

LUMINAIRE

Corner Description:

BOLTMonument Type:

TBM 864-3-9 - SET X ON W MOUNTING BOLT OF LUMINAIRE ON S

SIDE OF JERSEY, 50FT NE OF CHESTNUT.

Remarks:

181.4030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

SCRIBED "X" ON W. BOLT OF LIGHT BASE, SE SIDE

OF JERSEY, 50 NE OF CHESTNUT

Point Description:




ELEVATIONS

Comments:


181.4030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BOLT W.BOLT LUMINAIRE NE QUAD JERSEY &

CHESNUT

Point Description:




101/13/2016Mon# 3571






SURVEY CONTROL DATA


SITE_DESC OHIO & ELLIS AT NE CORNER

BENCH MARKCorner Type: TBM - RR SPIKE ON S

SIDE OF PP

Corner Description:


TBM 863-2-5 - SET RR SPIKE ON S SIDE OF PP #464452-160492 AT

NE QUAD OHIO & ELLIS.

Remarks:

66.2440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-RRS P.POLE NE.QUAD OHIO & ELLISPoint Description:




101/13/2016Mon# 3572






SURVEY CONTROL DATA


SITE_DESC OHIO & HUMBOLDT AT NW CORNER

BENCH MARKCorner Type: TBM - BOX CUT ON

SE CORNER CONC

ELEC PAD

Corner Description:

BOX CUTMonument Type:

TBM 863-2-1 - SET BOX CUT ON SE CORNER OF CONC ELEC PAD

AT NW QUAD OHIO & HUMBOLDT.

Remarks:

68.1960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-SCRX SE COR CONC VLT. NW OHIO & HUMBOLTPoint Description:




101/13/2016Mon# 3573






SURVEY CONTROL DATA


SITE_DESC IOWA & JAMES AT NW CORNER

BENCH MARKCorner Type: TBM - X ON NW

MOUNTING BOLT OF

SIGNAL LIGHT

Corner Description:

BPLTMonument Type:

TBM 863-2-7 - SET X ON NW BOLT OF SIGNAL LIGHT AT NW QUAD

OF IOWA & JAMES. ALSO SEE #5889

Remarks:

64.5570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BOLT LUM NW.QUAD JAMES & IOWAPoint Description:




101/13/2016Mon# 3574






SURVEY CONTROL DATA


SITE_DESC IOWA, W OF MOORE

BENCH MARKCorner Type: TBM - X ON NE BOLT

OF LIGHT POLE

Corner Description:

BOLTMonument Type:

TBM 847-6-35 - FND X ON NE BOLT OF LIGHT POLE #41 ON S SIDE

IOWA, 150FT W OF MOORE.

Remarks:

58.5450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NE BOLT LIGHT POLE IOWA WEST OF

MOORE

Point Description:




101/13/2016Mon# 3575






SURVEY CONTROL DATA


SITE_DESC MEADOR & I-5

BENCH MARKCorner Type: TBM - X ON SW BOLT

OF LIGHT

STANDARD

Corner Description:

BOLTMonument Type:

TBM 860-2-9 - X ON SW BOLT OF LIGHT STANDARD ON N SIDE

MEADOR, 50FT W OF I-5 SOUTH.

Remarks:

64.8220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW BOLT LIGHT STDRD MEADOR 50' N. OF

I-5

Point Description:




101/13/2016Mon# 3576






SURVEY CONTROL DATA


SITE_DESC ALABAMA & XENIA AT NE CORNER

BENCH MARKCorner Type: TBM - TOP OF BOLT,

S FACE PP

Corner Description:

BOLTMonument Type:

TBM 860-1-9A - TOP OF BOLT, S FACE PP #464727161184 AT NE

QUAD ALABAMA& XENIA.

Remarks:

120.3160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM BOLT S.FACE PWR.POLE NE QUAD ALABAMA

& XENIA

Point Description:




101/13/2016Mon# 3579






SURVEY CONTROL DATA


SITE_DESC SAN JUAN BLVD ON W SIDE W OF BLAKELY

CT

BENCH MARKCorner Type: TBM - SE MOUNTING

BOLT ON LIGHT

POLE

Corner Description:

BOLTMonument Type:

TBM 851-4-15B - TOP OF SE MOUNTING BOLT OF LIGHT POLE ON

W SIDE SAN JUAN BLVD

Remarks:

579.5060

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 3590






SURVEY CONTROL DATA


SITE_DESC ALABAMA & WOBURN AT SW CORNER

BENCH MARKCorner Type: TBM - TOP OF NE

BOLT OF TRAFFIC

SIGNAL POLE AT SW

CORNER ALABAMA &

WOBURN

Corner Description:

BOLTMonument Type:

TBM - TOP OF NE BOLT OF TRAFFIC SIGNAL POLE AT SW

CORNER ALABAMA & WOBURN.

Remarks:

117.7630

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NE BOLT SIGNAL STDRD SW QUAD

ALABAMA& WOBURN

Point Description:




101/13/2016Mon# 3600






SURVEY CONTROL DATA


SITE_DESC WOBURN ST N OF E CONNECTICUT

BENCH MARKCorner Type: TBM - NE MOUNTING

BOLT STREET LIGHT

310 FT N OF E

CONN-WOBURN INT

ON E SIDE

Corner Description:

BOLTMonument Type:

TBM 104 - NW MOUNTING BOLT STREET LIGHT 310 FT N OF E

CONN-WOBURN INT ON E SIDE.

Remarks:

157.1740

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 3621






SURVEY CONTROL DATA


SITE_DESC WOBURN NEAR E ILLINOIS


POWER VAULT E OF

WOBURN AT

WOBURN PUMP

STATION

Corner Description:

VAULTMonument Type:

TBM 105 - SW CORNER POWER VAULT E OF WOBURN AT

WOBURN PUMP STATION.

Remarks:

172.5490

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 3622






SURVEY CONTROL DATA


SITE_DESC BENNETT AVE W/O 21ST ST





Remarks:

262.6160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT BENNETT, WEST OF 21STPoint Description:


FB 918-11Comments:


101/13/2016Mon# 3634






SURVEY CONTROL DATA


SITE_DESC 4TH & LARRABEE



Remarks:

631,302.4200

1,235,307.3200 35.6400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

MONPoint Description:


RS-4712Comments:


101/13/2016Mon# 3668






SURVEY CONTROL DATA


SITE_DESC CORDATA PKWY & BELLIS FAIR PKWY



VISITED FOR NAD 83/98 CONTROL NETWORK 2005. RAISED FOR

2006 OVERLAY

Remarks:

656,469.5500

1,240,731.3930 152.8100

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

Point Description:




101/13/2016Mon# 3678






SURVEY CONTROL DATA


SITE_DESC BELLIS FAIR PKWY PT W OF CORDATA



Remarks:

656,487.7690

1,239,846.0600 161.1700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0441Project No.:

Point Description:


FB 942-1 PROJECT POINT # 103Comments:


101/13/2016Mon# 3679






SURVEY CONTROL DATA


SITE_DESC OLD FAIRHAVEN PKWY AT 24TH ON S RW

RIGHT-OF-WAY BOUNDARYCorner Type: POC ON S RWCorner Description:



113.6330

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT FAIRHAVEN PKWY & 24TH ST

SOUTH ROW

Point Description:


FB 918-11Comments:


101/13/2016Mon# 3696






SURVEY CONTROL DATA


SITE_DESC SAMISH & TAYLOR



Remarks:

304.4720

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 3798






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & MCLEOD IN TRAFFIC ISLAND

CADASTRAL SURVEY REFERENCE POINT 2004Corner Type: REFERENCE

MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:


FOR NAD 83/98 CONTROL NETWORK 2005. REF. MON. LOCATED

IN TRAFFIC ISLAND AT INT MCLEOD RD & MERIDIAN ST ON EAST

SIDE MERIDIAN ST & SOUTH OF I-5 - LOCATED 6 1/2 FT FROM CL

TRAFFIC SIGNAL STANDARD @ S 30D W & 6 FT @ N 67D W FROM

CL TRAFFIC SIG. VAULT

Remarks:

106.8460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

ALUM MON IN CENTER ISLAND AT INT. MERIDIAN

ST / MCLEOD RD / I-5 ON-RAMP

Point Description:


FB 918Comments:


101/13/2016Mon# 3812






SURVEY CONTROL DATA


SITE_DESC BELLIS FAIR PARKWAY & I-5 NORTHBOUND

OFF RAMP


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



@ INTERSECTION BELLIS FAIR MALL PARKWAY & I-5 NORTH

BOUND OFF RAMP - ALSO 2 1/2 FT S.E.ERLY BEHIND CURB ON S

SIDE BELLIS FAIR PKWY & 35 FT S.W.ERLY OF W MOST POST

TRAFFIC LITE

Remarks:

132.7080

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


132.7300

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

ALUM MON IN SW QUADR. BELLIS FAIR MALL

PKWY & I-5 OFF-RAMP

Point Description:


FB 918Comments:


101/13/2016Mon# 3813






SURVEY CONTROL DATA


SITE_DESC CORDATA PKWY & BELLIS FAIR PKWY


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



IN CL LANDSCAPE AREA ALONG SOUTH SIDE BELLIS FAIR PKWY

& 1.0 EAST PAST EAST END CONC. SIDEWALK APPROX. 30 FT E

OF CL CORDATA PKWY EXTENDED

Remarks:

656,447.1780

1,240,769.3340 151.9900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0441Project No.:

ALUM CAPPoint Description:




101/13/2016Mon# 3815






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & BAKERVIEW AT SE COR


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



IN SOUTH EAST QUAD MERIDIAN ST AND BAKERVIEW IN CL

CONC. SIDEWALK - ALSO 24 1/2 FT @ S 45D W FROM TRAFFIC

SIGNAL STANDARD

Remarks:

136.8240

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 3816






SURVEY CONTROL DATA


SITE_DESC BAKERVIEW & ELIZA AT SE COR


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



IN SOUTH EAST QUAD OF INTERSECTION WEST BAKERVIEW RD.

& ELIZA AVE - ALSO IN CL CONC. SIDEWALK ON S SIDE W

BAKERVIEW & APPROX. 72 FT E OF CL ELIZA AVE

Remarks:

657,152.8850

1,239,452.4750 171.5600

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0441Project No.:

Point Description:




171.5400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB-960-1Comments:


101/13/2016Mon# 3823






SURVEY CONTROL DATA


SITE_DESC NORTHWEST & SE OF MCLEOD


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



APPROX 80' SE OF CL MCLEOD RD AND 1.0 WEST OF BK

SIDEWALK & APPROX 4 FT N OF N EDGE ASPH D/W INTO

NORTHWEST BAPTIST CHURCH - LOCATED @ INTERSECTION

NORTHWEST RD & MCLEOD RD & 60 FT FROM PP TO NNW

Remarks:

129.4260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

ALUM. MON ON W. SIDE NORTHWEST AVE,

APPROX 75' S. OF MCLEOD RD

Point Description:


FB 918Comments:


101/13/2016Mon# 3824






SURVEY CONTROL DATA


SITE_DESC BAKERVIEW & HOME RD AT SW COR


MONUMENT SET BY

WILSON

ENGINEERING FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:



IN SOUTH WEST QUADRANT OF INTERSECTION WEST

BAKERVIEW RD & NORTHWEST AVE ALSO LOC. 43 FT EAST OF

PP AND 40.5 NORTH OF FIRE HYDT AND 9 FT SOUTH OF BK

CONC SIDEWALK

Remarks:

196.7440

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 3825






SURVEY CONTROL DATA

3829Monument ID: WSDOT GP37542-88Other Reference ID:

SITE_DESC MT BAKER HWY & CHANCE RD

TRAVERSE POINTCorner Type: REFERENCE

MONUMENT USED

BY LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK. WSDOT

GP37542-88

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK 2005. NW CORNER

OF INT OF MT BAKER HWY AND CHANCE RD. 9.5 FT SE OF

STREET SIGN. 14.8 FT SE OF STOP SIGN.

Remarks:

200,314.5120

383,355.5000

48 47 26.792586

-122 25 15.267810

88.9400

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 3829






SURVEY CONTROL DATA


SITE_DESC MT BAKER HWY & VAN WYCK RD

RIGHT-OF-WAY INTERSECTIONCorner Type: REFERENCE

MONUMENT USED

BY LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK. WSDOT

BM37542-17

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK 2005. INT OF MT

BAKER HWY AND VAN WYCK RD, ACROSS FROM #1728. SE

CORNER OF CONCRETE FOUNDATION OF OLD WEIGH STATION

SCALE AT Y IN ROAD.

Remarks:

201,754.9770

385,122.7540

48 48 14.584895

-122 23 50.135257

104.7630

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 3834






SURVEY CONTROL DATA


SITE_DESC BROADWAY & ROEDER TO THE WEST



E OF BELLWETHER WAYRemarks:

645,264.9470

1,240,210.0591

48 45 25.42362

-122 29 32.92961

17.5310

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 3872






SURVEY CONTROL DATA

3905Monument ID: B.M.37005 2004Other Reference ID:

SITE_DESC S SIDE SLATER RD ON I-5 OVERPASS

CADASTRAL SURVEY REFERENCE POINT 2004Corner Type: WDOT SURVEY

MONUMENT B.M.

37005-47 2004

Corner Description:


USED FOR NAD 83/98 CONTROL NETWORKRemarks:

203,452.1160

374,072.1760

48 49 01.891979

-122 32 53.405989

31.0800

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 3905






SURVEY CONTROL DATA


SITE_DESC KENTUCKY E OF YEW

RIGHT-OF-WAY CULDESAC INTERSECTIONCorner Type: Corner Description:


ALSO CENTER CULDESAC MON 5FT SOUTH

MON FOUND 9-7-05

Remarks:

166.3160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS KENTUCKY CUL-DE-SAC (NORTH OF TWO

MONS.)

Point Description:




101/13/2016Mon# 3945






SURVEY CONTROL DATA


SITE_DESC BIRCH AT E & W BIRCH



Remarks:

343.1760

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT BIRCH/E.BIRCH/W.BIRCHPoint Description:




101/13/2016Mon# 3947






SURVEY CONTROL DATA


SITE_DESC BIRCH CIRCLE



Remarks:

339.0440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS PC MON SW OF ROUNDABOUT BIRCH

CIRCLE

Point Description:




101/13/2016Mon# 3954






SURVEY CONTROL DATA


SITE_DESC BIRCH CIRCLE



Remarks:

357.5430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS PT MON BIRCH CIRCLE @ D/WAY TO

2102-2148

Point Description:




101/13/2016Mon# 3959






SURVEY CONTROL DATA


SITE_DESC FIRST BRASS MON EAST OF RACINE ON

FRASER



Remarks:

69.7370

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS R-of-W PC CL FRASERPoint Description:




101/13/2016Mon# 4043






SURVEY CONTROL DATA


SITE_DESC FOURTH BRASS MON EAST OF RACINE ON

FRASER



Remarks:

70.4340

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS R-of-W PT CL FRASERPoint Description:




101/13/2016Mon# 4046






SURVEY CONTROL DATA


SITE_DESC SEVENTH BRASS MON EAST OF RACINE

ON FRASER



Remarks:

76.9150

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS R-of-W PC CL FRASERPoint Description:




101/13/2016Mon# 4049






SURVEY CONTROL DATA


SITE_DESC YEW & E NORTH (TO EAST) ON S ROW



MON 4077 IS 30.62' TO THE SOUTH OF MON 205.

(MON FOUND 9-7-05)

Remarks:

647,621.4190

1,252,295.0150 132.3700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0445Project No.:

C-BDS-LS#41035Point Description:




101/13/2016Mon# 4077






SURVEY CONTROL DATA


SITE_DESC OLD LAKEWAY

RIGHT-OF-WAY POCCorner Type: Corner Description:


E OF XENIA & N OF NEW CONNECTOR INTERSECTION. VISITED

FOR NAD 83/98 CONTROL NETWORK SURVEY 2006.

Remarks:

283.5600

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT XENIA & OLD LAKEWAY ALIGNMENT

(NE OF 2 MONS.)

Point Description:




101/13/2016Mon# 4116






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & CLEARBROOK



Remarks:

291.3890

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS INT LAKEWAY & CLEARBROOK DR.Point Description:




101/13/2016Mon# 4164






SURVEY CONTROL DATA


SITE_DESC LAKE CREST DR. PT MON WEST OF PLAT

LINE MON



25 FT W OF MON #3888Remarks:

357.2810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS PT MON LAKECREST DR. W. OF CL

CUL-DE-SAC (W. OF TWO MONS.)

Point Description:




101/13/2016Mon# 4243






SURVEY CONTROL DATA

4244Monument ID: PRIMAL

BENCHMARK

Other Reference ID:

SITE_DESC 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 OF LOT 5,

BLK 68 NEW

WHATCOM. TOP OF

TWO IRON BOLTS =

ELEV 105.42

Corner Description:


TWO 1-INCH IRON BOLTS IN MON CASE WITH COVER.Remarks:

103.7110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

CASED IP MON AT NORTH CORNER OF FOREST &

ROSE

Point Description:




ELEVATIONS

Comments:


103.7140

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-IRON BAR PRIMALPoint Description:




101/13/2016Mon# 4244






SURVEY CONTROL DATA

103.7050

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

PRIMAL BENCH MARKPoint Description:




201/13/2016Mon# 4244






SURVEY CONTROL DATA


SITE_DESC 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:


TBM Y-1 - RR SPIKE 1FT UP W FACE OF PP AT SE QUAD YEW &

TEXAS.

Remarks:

120.4710

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM RRSPK PWR.POLE SE QUAD TEXAS & YEWPoint Description:




101/13/2016Mon# 4256






SURVEY CONTROL DATA


SITE_DESC 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:

TBM O-1 - TOP SW BOLT AT LIGHT POLE IN SE QUAD ALABAMA &

ONTARIO.

Remarks:

140.9120

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW BOLT LIGHT STDRD SE.QUAD ONTARIO

& ALABAMA

Point Description:




101/13/2016Mon# 4261






SURVEY CONTROL DATA

4267Monument ID: TR0031 TIDAL 7Other Reference ID:

SITE_DESC ROEDER & CENTRAL AT S CORNER

BENCH MARKCorner Type: TIDAL BENCHMARK

NGS TR0031 TIDAL 7

- IN NE FACE OF

CONCRETE BLDG AT

S CORNER OF

ROEDER &

CENTRAL,

FORMERLY BHAM

FISH CO. (NOW

OWNED BY PORT OF

BHAM)

Corner Description:


TIDAL 7 - USC&GSRemarks:

20.2460

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

TIDAL BM NGS TR0031 TIDAL 7Point Description:




20.2600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:




NATIONAL GEODETIC SURVEYVertical Calc By:Horizontal Calc By:

Project No.:

TIDAL BM NGS TR0031 TIDAL 7Point Description:

NGSCoordinate Source:

NGS PUBLISHED ELEVComments:


101/13/2016Mon# 4267






SURVEY CONTROL DATA


SITE_DESC HARRIS AVE W OF 8TH

BENCH MARKCorner Type: BM - BRASS PLUG IN

PARAPET ON BOX

CULVERT OVER

PADDEN CREEK ON

S SIDE HARRIS AVE

Corner Description:


BM - BP IN PARAPET ON BOX CULVERT OVER PADDEN CREEK

ON S SIDE HARRIS AVE

Remarks:

14.9620

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS DOMED MON IN CULVERT HEADWALL AT

HARRIS & 8TH

Point Description:


FB 918-11Comments:


14.8970

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

DOMED BRASS PLUG IN PARAPETPoint Description:


FB 880-1-13DComments:


101/13/2016Mon# 4268






SURVEY CONTROL DATA


SITE_DESC BRITTON RD S OF LAHTI

BENCH MARKCorner Type: TBM JOHNSON - TOP

OF RR SPIKE IN E

FACE OF PP ON W

SIDE BRITTON S OF

LAHTI

Corner Description:


TBM - TOP OF RR SPIKE IN E FACE OF PP ON W SIDE BRITTON S

OF LAHTI

Remarks:

418.9430

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

BM JOHNSON 880-1-7CPoint Description:


FB-880-1 PG7Comments:


101/13/2016Mon# 4269






SURVEY CONTROL DATA


SITE_DESC BRITTON RD & BRITTON CT AT NW

CORNER

BENCH MARKCorner Type: TBM 880-1-7B - 60D

SPIKE IN E FACE PP

#3871 AT NWLY

CORNER BRITTON

RD & BRITTON CT,

0.1FT A.G.

Corner Description:

POLEMonument Type:

TBM 880-1-7B AT NWLY CORNERRemarks:

459.3030

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

TBM 880-1-7B - 60D SPIKEPoint Description:




101/13/2016Mon# 4294






SURVEY CONTROL DATA


SITE_DESC ELWOOD PT E OF SAMISH



MON ON ROADWAY CL OFFSET FROM ROW CLRemarks:

270.7220

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4299






SURVEY CONTROL DATA

4409Monument ID: COB-14Other Reference ID:

SITE_DESC DIVERSION PIPELINE SURVEY CONTROL

POINT COB 14 - PK NAIL IN TOP OF CONC

DECK OF DIVERSION DAM

TRAVERSE POINTCorner Type: DIVERSION PIPELINE

SURVEY CONTROL

POINT COB 14 - PK

NAIL IN TOP OF DAM

WITH LS TAG PSE

32450

Corner Description:

PK NAILMonument Type:

NAVD 88 ELEV= 864.42Remarks:

648,342.3476

1,341,432.1002

48 46 14.594201

-122 4 23.275026

864.4200

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

COB NO. 14, SET PK NAIL IN TOP OF DAM

(PREVIOUS)

Point Description:

NAD 83/91 POINTS (KNOWN SOURCE)Coordinate Source:

Comments:


101/13/2016Mon# 4409






SURVEY CONTROL DATA


SITE_DESC SECTION QC


SECTION 26/35 T38N

R5E

Corner Description:


DIVERSION PIPELINE SURVEY POINT 903. FOUND 3.25 INCH DNR

BRASS CAP MON, 0.3 FT A.G.

Remarks:

639,367.1177

1,328,684.9042

48 44 43.977312

-122 7 31.282322

700.3652

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND 3.25" DNR BRASS CAP MON, 0.3' AGPoint Description:


Comments:


101/13/2016Mon# 4416






SURVEY CONTROL DATA


SITE_DESC SECTION 1/16 CORNER

SECTION SIXTEENTH CORNERCorner Type: SE 1/16 COR

SECTION 9 T37N R5E

Corner Description:

STEPMonument Type:

DIVERSION PIPELINE SURVEY POINT 1243Remarks:

625,617.9231

1,318,957.7679

48 42 26.694222

-122 9 52.841576

471.5852

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND 3" DNR BRASS CAP ON 3" CONC MON, 0.4' AGPoint Description:


Comments:


101/13/2016Mon# 4436






SURVEY CONTROL DATA

4454Monument ID: BEL-030Other Reference ID:

SITE_DESC ELLIS & OHIO AT SW CORNER


MONUMENT FOR

NAD 83/98 CONTROL

NETWORK

Corner Description:


MONUMENT DESTROYED 2010

REFERENCE MONUMENT VISITED FOR NAD 83/98 CONTROL


Remarks:

64.8500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS ALUM. DISK BEL030 OHIO & ELLISPoint Description:




101/13/2016Mon# 4454






SURVEY CONTROL DATA

4455Monument ID: BEL-035Other Reference ID:

SITE_DESC LYLE & E ILLINOIS AT SE CORNER


MONUMENT USED

FOR NAD 83/98

CONTROL NETWORK

Corner Description:


REFERENCE MONUMENT VISITED FOR NAD 83/98 CONTROL


Remarks:

147.2980

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

ALUM CAP IN SIDEWALK AT SE QUADR. ILLINOIS

ST & LYLE ST

Point Description:


FB 918Comments:


101/13/2016Mon# 4455






SURVEY CONTROL DATA


SITE_DESC W ILLINOIS & SUMMER




119.6200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-2Comments:


101/13/2016Mon# 4456






SURVEY CONTROL DATA


SITE_DESC BELLWETHER WAY AT S END




644,441.9927

1,239,508.9746

48 45 17.15604

-122 29 43.12457

18.3840

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 4457






SURVEY CONTROL DATA

4458Monument ID: WSDOT BELBAY

2005

Other Reference ID:

SITE_DESC NEAR ZUANICH POINT PARK ON N HARBOR

LOOP

TRAVERSE POINTCorner Type: WSDOT BELBAY

2005 REFERENCE

MONUMENT USED

FOR NAD 83/98

CONTROL NETWORK

Corner Description:



196,508.9230

377,456.4920

48 45 19.593376

-122 29 59.736822

4.3790

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

WSDOT BEL BAYPoint Description:


METERSComments:


101/13/2016Mon# 4458






SURVEY CONTROL DATA

4459Monument ID: WDOT BM37005-1Other Reference ID:

SITE_DESC BAKERVIEW BRIDGE OVER I-5

BENCH MARKCorner Type: WDOT BM37005-1

1993

Corner Description:



198.1390

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (WSDOT) ON VIADUCT OVER

INTERSTATE-5 AT BAKERVIEW RD

Point Description:


FB 918 WSDOT MonComments:


200,175.7950

376,320.7020

48 47 17.463884

-122 30 59.698619

60.3930

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 4459






SURVEY CONTROL DATA

198.1390

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

WDOT BM37005-1 1993Point Description:




201/13/2016Mon# 4459






SURVEY CONTROL DATA


SITE_DESC JAMES ST PT N OF SUNSET




163.7430

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

IRON PIPE IN CASE AT ROW PT JAMES STPoint Description:


FB 918Comments:


101/13/2016Mon# 4460






SURVEY CONTROL DATA


SITE_DESC PARKADE ALLEY


PP

Corner Description:


TBM 880-1-11B - RR SPIKE IN WLY FACE OF POWER POLE

#160323 IN ALLEY ACROSS FROM ELY GARAGE ENTRANCE TO

PARKADE

Remarks:

74.7310

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

RR SPIKE IN PP 880-1-11BPoint Description:




101/13/2016Mon# 4467






SURVEY CONTROL DATA


SITE_DESC CORNWALL & PINE AT RR

BENCH MARKCorner Type: TBM - TOP CENTER

BOLT OF FIRE

HYDRANT

Corner Description:

HYDRANTMonument Type:

TBM R7 - TOP CENTER BOLT OF FIRE HYDRANT AT RR

CROSSING AT CORNWALL & PINE

Remarks:

16.5430

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


ELEVATION DETERMINED FOR

NGS BLUEBOOK PROCESS

Comments:


101/13/2016Mon# 4468






SURVEY CONTROL DATA


SITE_DESC 12TH & MCKENZIE AT E SIDE

BENCH MARKCorner Type: TBMCorner Description:

HYDRANTMonument Type:

TBM R-11 - TOP CENTER BOLT OF FIRE HYDRANT ADJACENT TO

RETAINING WALL ON E SIDE 12TH ST AT 50 FT S OF CL

MCKENZIE

Remarks:

97.0180

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


ELEVATION DETERMINED FOR

NGS BLUEBOOK PROCESS. FB

880-1

Comments:


97.0630

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

FIRE HYDRANT AT 12TH ST SOUTH OF MCKENZIEPoint Description:


FB 918-11Comments:


101/13/2016Mon# 4469






SURVEY CONTROL DATA


SITE_DESC 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:

TBM 880-1-13A FILED X ON SE BOLT ON SIGNAL POLE

FOUNDATION ON SE CORNER OF OLD FAIRHAVEN PKWY & 30TH

Remarks:

139.7810

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

TBM 880-1-13A SCRIBED X ON BOLTPoint Description:




139.8080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

SCRIBED "X" BOLT OF SIGNAL POLE AT 30TH &

FAIRHAVEN PKWY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 4470






SURVEY CONTROL DATA


SITE_DESC SAMISH & 40TH ON N SIDE OF ROAD

BENCH MARKCorner Type: TBM 880-1-15DCorner Description:

BOLTMonument Type:

TBM 880-1-15D - SLY MOST BOLT ON CONCRETE LUMINAIRE

POLE ON N SIDE SAMISH WAY & 40TH

Remarks:

490.5390

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

TBM 880-1-15D SCRIBED XPoint Description:


DO NOT USE. FB 880-1 PG15.Comments:


490.5870

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4474






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & ELECTRIC IN SIDEWALK AT NE

QUAD


MONUMENT SET BY

LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006. IN

SIDEWALK AT NE QUAD INT

Remarks:

342.7180

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS NAD83/98 MON ELECTRIC & LAKEWAYPoint Description:




101/13/2016Mon# 4481






SURVEY CONTROL DATA


SITE_DESC NEAR OLD WOBURN & YEW IN SIDEWALK


MONUMENT SET BY

LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK

Corner Description:



USED FOR DATUM MODERNIZATION TO NAVD88

Remarks:

198.8250

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS NAD83/98 MON OLD WOBURN &

WOBURN/YEW

Point Description:




101/13/2016Mon# 4482






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & PUGET IN SIDEWALK AT NW

CORNER


MONUMENT SET BY

LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK. ALSO

USED FOR DATUM

MODERNIZATION TO

NAVD88

Corner Description:



ALSO USED FOR DATUM MODERNIZATION TO NAVD88

Remarks:

192.0690

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS NAD83/98 MON NW QUAD PUGET &

LAKEWAY

Point Description:




101/13/2016Mon# 4483






SURVEY CONTROL DATA

4487Monument ID: TR0032Other Reference ID:

SITE_DESC PROSPECT & FLORA IN FRONT STEPS OF

OLD CITY HALL - NOW WHATCOM MUSEUM

BENCH MARKCorner Type: TIDAL BM - USGS

BENCHMARK

ESTABLISHED 1917.

PRIMARY TRAVERSE

STA NO 7 67 B.

USC&GS BRASS

PLATE @ THE TOP

OF THE STEPS AT

THE BASE OF THE

COLUMN AT THE

ENTRANCE OF THE

MUSEUM. (OLD CITY

HALL).

Corner Description:


DISK SET IN TOP OF NE COR OF N CONC BALUSTRADE OF

PROSPECT ST ENTRANCE TO MUSEUM

3 WIRE LEVEL. ELEVATION TAKEN FROM 3 WIRE LEVEL

FIELDBOOK.

Remarks:

72.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


NGS PUBLISHED ELEVComments:


101/13/2016Mon# 4487






SURVEY CONTROL DATA

4488Monument ID: NGS PID TR0034,

U454

Other Reference ID:

SITE_DESC CORNWALL AVE CURB ON NW SIDE NEAR

E MAPLE

BENCH MARKCorner Type: TIDAL BM NGS PID

TR0034,

DESIGNATION U454

Corner Description:


DISK SET IN NW CONC CURB OF CORNWALL AVE OVERPASS

OVER BN RR TRACKS NEAR MAPLE ST

Remarks:

641,770.3187

1,242,564.1736

48 44 51.44872

-122 28 56.68868

39.5670

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


39.5670

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

NGS PID TR0034 U454Point Description:


Comments:


101/13/2016Mon# 4488






SURVEY CONTROL DATA

4489Monument ID: NGS PID TR0029Other Reference ID:

SITE_DESC C & ROEDER AT BN RR STATION

BENCH MARKCorner Type: TIDAL BM - NGS PID

TR0029, N 6 RESET

1951

Corner Description:


DISK SET VERTICALLY IN SW FACE OF CONC FOUNDATION OF

BN RR STATION

Remarks:

19.4900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

TIDAL BM - NGS PID TR0029, N 6 RESET 1951Point Description:




101/13/2016Mon# 4489






SURVEY CONTROL DATA


SITE_DESC YEW NEAR P.I. S OF HILLSIDE LN BEHIND

CURB ON E SIDE


MONUMENT SET BY

LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK

Corner Description:


VISITED FOR NAD 83/98 CONTROL NETWORK SURVEY 2006. SET

IN CONC BEHIND CURB ON E SIDE

Remarks:

146.6310

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS NAD83/98 MON YEW S. OF HILLSIDE LN.Point Description:




101/13/2016Mon# 4490






SURVEY CONTROL DATA


SITE_DESC COOLIDGE S OF SQUALICUM PKWY




140.9580

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (PC) IN CL COOLIDGE WAY APPROX.

120' S. OF SQUALICUM PKWY

Point Description:


FB 918Comments:


101/13/2016Mon# 4494






SURVEY CONTROL DATA


SITE_DESC SQUALICUM PARKWAY 2ND PC E OF ELLIS




LOCATED 0.1 MILE E OF ELLIS

Remarks:

154.3520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (PC) AT CL SQUALICUM PKWY

APPROX. 120' E. OF LEVIN LN

Point Description:


FB 918Comments:


101/13/2016Mon# 4495






SURVEY CONTROL DATA


SITE_DESC IOWA & WOBURN YEW IN SIDEWALK AT

SW COR


MONUMENT SET BY

LARRY STEELE &

ASSOC. FOR NAD

83/98 CONTROL

NETWORK

Corner Description:


MONUMENT HAS BEEN DESTROYED BY PROJECT ES-0459Remarks:

93.1240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-ADS NAD83/98 MON SW QUAD IOWA & WOBURNPoint Description:




101/13/2016Mon# 4496






SURVEY CONTROL DATA



SECTION SIXTEENTH CORNERCorner Type: CS 1/16 COR SEC 9

T37N R5E

Corner Description:


DIVERSION PIPELINE SURVEY POINT #1263. DNR BRASS CAPRemarks:

625,654.2287

1,317,595.4566

48 42 26.819374

-122 10 13.158495

434.8040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND 2.5" DNR BRASS CAP ON 1.5" IP. 0.7" AGPoint Description:


Comments:


101/13/2016Mon# 4535






SURVEY CONTROL DATA


SITE_DESC SECTION 16 NW CORNER


8/9/16/17 T37N R5E

Corner Description:


DIVERSION PIPELINE SURVEY POINT 1311. DNR BRASS CAPRemarks:

624,361.3863

1,314,854.8901

48 42 13.592640

-122 10 53.673448

322.8811

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND 3.5" DNR BRASS CAP ON CONC MON, 0.7' AGPoint Description:


Comments:


101/13/2016Mon# 4536






SURVEY CONTROL DATA




SECTION 17/20 T37N

R5E

Corner Description:



619,125.1802

1,312,069.8661

48 41 21.449635

-122 11 33.806863

335.7054

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND CONC MONPoint Description:


Comments:


101/13/2016Mon# 4537






SURVEY CONTROL DATA


SITE_DESC SECTION COR


17/18/19/20 T37N R5E

Corner Description:



619,185.5346

1,309,426.3777

48 41 21.582488

-122 12 13.214151

726.9331

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND DNR BRASS CAP ON CONC MONPoint Description:


Comments:


101/13/2016Mon# 4539






SURVEY CONTROL DATA


SITE_DESC SECTION 1/4 COR


SECTION 8/17 T37N

R5E

Corner Description:

REBAR AND CAPMonument Type:


624,408.7293

1,312,203.9233

48 42 13.599599

-122 11 33.199957

312.2073

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND #4 REBAR W/ YPC '11501'Point Description:


Comments:


101/13/2016Mon# 4540






SURVEY CONTROL DATA


SITE_DESC SECTION 1/4 COR E OF MOSQUITO LAKE

RD

SECTION QUARTER CORNERCorner Type: 1/4 COR SEC 26/25

T38N R05E

Corner Description:



641,727.0444

1,331,448.0206

48 45 7.7156088

-122 6 50.648058

688.3701

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

FND #4 RBC W/ YPC, 'DEMEYER' (DAMAGED)Point Description:


Comments:


101/13/2016Mon# 4548






SURVEY CONTROL DATA


SITE_DESC HAWK WAY & HARRISON

RIGHT-OF-WAY INTERSECTIONCorner Type: INT & PCCorner Description:


Remarks:

604.3560

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4567






SURVEY CONTROL DATA


SITE_DESC HAWK WAY & TEAL CT



Remarks:

637.7150

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4569






SURVEY CONTROL DATA


SITE_DESC SAMISH CREST WAY 2ND PT N OF

PARKHURST



Remarks:

704.7190

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4616






SURVEY CONTROL DATA


SITE_DESC SAMISH CREST WAY AT PLAT LINE

PLAT LINECorner Type: POCCorner Description:


Remarks:

699.9940

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4631






SURVEY CONTROL DATA


SITE_DESC BRIAR RD N OF BAYSIDE

RIGHT-OF-WAY POTCorner Type: Corner Description:


Remarks:

630,105.6700

1,234,492.5400 90.6900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

MON IN CASEPoint Description:




101/13/2016Mon# 4676






SURVEY CONTROL DATA


SITE_DESC LAGOON DR (COWGILL AVE) NEAR BRIAR

INTERSECTION



Remarks:

630,335.4100

1,234,577.6200 67.4300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

CONC MONPoint Description:




101/13/2016Mon# 4678






SURVEY CONTROL DATA


SITE_DESC LAGOON DR (COWGILL AVE)



Remarks:

630,323.8400

1,234,966.4000 73.6500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 4679






SURVEY CONTROL DATA


SITE_DESC 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:


3 WIRE LEVEL. DIFFERENT ELEVATIONS FOUND ON

BENCHMARK. ELEVATION TAKEN FROM BENCHMARK DATABASE.

Remarks:

68.4910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

RR SPK IN PP BY RIPTIDE ON 11THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 4685






SURVEY CONTROL DATA


SITE_DESC TOP OF SW'LY BOLT OF SIGNAL TRAFFIC

POLE BASE AT THE NE'LY COR OF 12TH &

HARRIS.


BOLTMonument Type:

3 WIRE LEVEL. DIFFERENT ELEVATIONS FOUND ON THIS

BENCHMARK. BENCHMARK ELEVATION TAKEN FROM

BENCHMARK DATABASE.

Remarks:

89.4770

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BOLT ON TRAFFIC POLE AT 12TH & HARRISPoint Description:


FB 918-11Comments:


101/13/2016Mon# 4686






SURVEY CONTROL DATA


SITE_DESC 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

OF PADDEN CREEK

ELY OF NE'LY

CORNER OF OLD

FAIRHAVEN

PARKWAY AND 22ND

Corner Description:


3 WIRE LEVEL. DIFFERENT ELEVATIONS LISTED FOR THIS

BENCHMARK. ELEVATION TAKEN FROM BENCHMARK DATABASE.

Remarks:

108.7370

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP MON IN CULVERT HEADWALL, N OF

FAIRHAVEN PKWY & E OF 22ND

Point Description:


FB 918-11Comments:


108.7130

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

BM 880-1-13BDOMED BC IN PARAPETPoint Description:




101/13/2016Mon# 4687






SURVEY CONTROL DATA


SITE_DESC BRASS CAP ON THE TOP OF PARAPET

BETWEEN CULVERTS @ OUTLET (PADDEN

CREEK) N.W'LY COR OF 30TH & OLD

FAIRHAVEN PKWY.



BENCHMARK FOUND. 3 WIRE LEVEL. DIFFERENT ELEVATIONS

ON THIS POINT. ELEVATION TAKEN FROM BENCHMARK

DATABASE.

Remarks:

135.0990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP MON IN CULVERT HEADWALL, NW OF

FAIRHAVEN PKWY & 30TH

Point Description:


FB 918-11Comments:


101/13/2016Mon# 4688






SURVEY CONTROL DATA


SITE_DESC BRASS CAP ON CONC. BASE OF UNION 76

SIGN, SW'LY COR. OF BYRON & SAMISH.



3 WIRE LEVEL. DIFFERENT ELEVATIONS ON THIS POINT.

ELEVATION TAKEN FROM BENCHMARK DATABASE.

Remarks:

636,553.6830

1,245,417.4880 198.7900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:



FB 990-5Comments:


198.8300

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP IN BASE OF UNIN 76 SIGN, SW OF BYRON &

SAMISH WAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 4689






SURVEY CONTROL DATA


SITE_DESC BRASS CAP IN SE'LY COR OF CONC. PAD

FOR LAMP BASE AT THE SE COR. OF

FIELDING & SAMISH.



3 WIRE LEVEL. DIFFERENT ELEVATIONS FOUND. USED

ELEVATION FROM BENCHMARK DATABASE AND FROM YELLOW

SHEET.

Remarks:

239.6270

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4690






SURVEY CONTROL DATA


SITE_DESC SW'LY BASE BOLT OF LIGHT BASE SIGNAL

POLE @ THE SW'LY COR OF THE

INTERSECTION OF NORTHWEST &

ILLINOIS.


BOLTMonument Type:

3 WIRE LEVEL. NO ELEVATIONS FOUND ON THIS POINT.

ELEVATIONS NOT CALCULATED IN FIELDBOOK.

Remarks:

82.1580

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

SW BOLT OF LP AT SW QUADR. W. ILLINOIS ST &

NORTHWEST AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 4693






SURVEY CONTROL DATA


SITE_DESC 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:


3 WIRE LEVEL BENCHMARK. ELEVATION TAKEN FROM AVERAGE

ON YELLOW SHEETS.

Remarks:

173.4280

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS CITY BM S.SIDE LAKEWAY @ I-5Point Description:




173.4290

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP IN SIDEWALK, SOUTH SIDE OF LAKEWAY,

UNDER I-5 OVERPASS

Point Description:




ELEVATIONS

Comments:


101/13/2016Mon# 4697






SURVEY CONTROL DATA


SITE_DESC SW'LY COR OF SECOND CONC. STEP TO

RESIDENCE 1807 LAKEWAY DR. @ THE

NW'LY COR OF LAKEWAY & TOLDEDO.


STEPMonument Type:

3 WIRE LEVEL. ELEVATION COMES FROM YELLOW SHEETS.Remarks:

240.1410

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR 2ND CONC STEP RES. #1807

LAKEWAY

Point Description:




101/13/2016Mon# 4699






SURVEY CONTROL DATA


SITE_DESC COPPER PIN IN CONC. MON AT THE

INTERSECTION OF KEARNEY & B ST.



3 WIRE LEVEL BENCHMARK. ELEVATION TAKEN FROM 3 WIRE

LEVEL FIELD BOOK. IN CONC MON #965

Remarks:

84.3120

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-MON CONC. W/PIN B & KEARNEYPoint Description:




101/13/2016Mon# 4701






SURVEY CONTROL DATA


SITE_DESC SW COR OF FIRST CONC. STEP @ RES.

1113 ALABAMA ST.


STEPMonument Type:

3 WIRE LEVEL. ELEVATION TAKEN FROM 3 WIRE LEVEL FIELD

BOOK.

Remarks:

108.4950

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC STEP #1113 ALABAMAPoint Description:




101/13/2016Mon# 4704






SURVEY CONTROL DATA


SITE_DESC SW COR. OF FIRST CONC. STEP @ RES

1301 ALABAMA ST.


STEPMonument Type:


FIELDBOOK.

Remarks:

112.1320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC STEP #1301 ALABAMAPoint Description:




101/13/2016Mon# 4705






SURVEY CONTROL DATA


SITE_DESC NW COR. OF FIRST CONC. STEP. AT

WESTERLY ENTRANCE OF RES. 1500

ALABAMA. SE CORNER ALABAMA &

QUEEN)


STEPMonument Type:


FIELDBOOK.

Remarks:

107.6910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NW COR CONC. STEP RES. #1500 ALABAMAPoint Description:




101/13/2016Mon# 4706






SURVEY CONTROL DATA


SITE_DESC SW COR. OF FIRST CONC. STEP TO RES.

1723 ALABAMA. NEAR NW CORNER

ALABAMA & TOLEDO


STEPMonument Type:

3 WIRE LEVEL. ELEVATION TAKEN FROM 3 WIRE LEVEL FIELD

BOOK.

Remarks:

107.8740

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR CONC. STEP RES. #1723 ALABAMAPoint Description:




101/13/2016Mon# 4707






SURVEY CONTROL DATA


SITE_DESC SE COR. OF FIRST CONC. STEP TO RES.

2015 ALABAMA. (NEAR NW CORNER

ALABAMA & VALENCIA)


STEPMonument Type:


FIELDBOOK.

Remarks:

110.2050

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SE COR CONC. STEP RES. #2015 ALABAMAPoint Description:




101/13/2016Mon# 4708






SURVEY CONTROL DATA


SITE_DESC SE COR. OF FIRST CONC. STEP TO RES.

2615 ALABAMA.


STEPMonument Type:


FIELDBOOK.

Remarks:

138.5640

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SE COR CONC. STEP RES. #2615 ALABAMAPoint Description:




101/13/2016Mon# 4709






SURVEY CONTROL DATA


SITE_DESC SW COR OF FIRST CONC. STEP TO RES.

2715 ALABAMA


STEPMonument Type:


FIELDBOOK.

Remarks:

153.5380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW COR. CONC. STEP RES. #2715 ALABAMAPoint Description:




101/13/2016Mon# 4710






SURVEY CONTROL DATA


SITE_DESC 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:


3 WIRE LEVEL BENCHMARK. ELEVATION TAKEN FROM 3 WIRE

LEVEL FIELDBOOKS.

Remarks:

67.9990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS BM IN N. QUADR. F ST & DUPONT STPoint Description:


FB 918Comments:


101/13/2016Mon# 4713






SURVEY CONTROL DATA


SITE_DESC NORTHWEST AVE & MCLEOD AT SW

CORNER. LOCATED IN EASTERLY COR. OF

CONC. PLANTER\SIGN FOR THE

NORTHWEST BAPTIST CHURCH.




FIELDBOOK.

Remarks:

131.0550

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS DOME BM IN CONC PLANTER WALL

OUTSIDE BAPTIST CHURCH AT SW QUADR.

Point Description:


FB 918Comments:


101/13/2016Mon# 4717






SURVEY CONTROL DATA


SITE_DESC BRASS CAP IN LARGE GRANITE ROCK 24'

N'LY FROM THE NE'LY COR OF ABBEY IN

BAYVIEW CEMETERY.



BENCHMARK FOUND. ELEVATION TAKEN FROM YELLOW

SHEETS.

Remarks:

283.3310

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM BRASS DISK IN GRANITE ROCK ABBEY @

BAYVIEW CEMETARY

Point Description:




101/13/2016Mon# 4718






SURVEY CONTROL DATA


SITE_DESC NORTHWEST & MCLEOD AT SW CORNER

BENCH MARKCorner Type: TBM- RR SPIKE IN N

FACE U.P.

Corner Description:


ES-0315 TBM A - RR SPIKE IN N FACE U.P. AT SW QUAD INT.Remarks:

129.9930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPK IN PP AT SW QUADR. MCLEOD RD &

NORTHWEST AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 4720






SURVEY CONTROL DATA


SITE_DESC WILDWOOD DR & 40TH ST



Remarks:

491.7480

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 4757






SURVEY CONTROL DATA


SITE_DESC CONSOLIDATION & W PACIFICVIEW DR




552.1880

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 4782






SURVEY CONTROL DATA


SITE_DESC E PACIFICVIEW & W PACIFICVIEW



Remarks:

571.9990

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 4785






SURVEY CONTROL DATA


SITE_DESC SAN JUAN BLVD & W PACIFICVIEW &

BLAKELY CT




577.7630

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:

BENCHMARK CITY DATUMCoordinate Source:

FB 960-2Comments:


101/13/2016Mon# 4786






SURVEY CONTROL DATA


SITE_DESC 4TH & TERRACE PL



Remarks:

630,221.9400

1,235,284.7200 96.8700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 4984






SURVEY CONTROL DATA


SITE_DESC BRASS CAP IN CONC. BASE OF LIGHT

POLE N/O ALLEY @ TEXACO STATION,

SE'LY OF THE INTERSECTION OF ELLIS &

LAKEWAY.



3 WIRE LEVEL. ELEVATION SHOWN COMES FROM 3 WIRE LEVEL

FIELDBOOK.

Remarks:

177.6380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BP IN LIGHT BASE, N. OF ALLEY AT GAS STA. ON

ELLIS & LAKEWAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5029






SURVEY CONTROL DATA


SITE_DESC LAKEWAY & NEVADA AT NW CORNER

BENCH MARKCorner Type: SPIKE IN PPCorner Description:

SPIKE & WASHERMonument Type:

TBM - CITY CAD SPIKE IN WASHER IN SIDEWALK W OD PP #1145.Remarks:

162.3010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-NW CITY BM S/WALK N.SIDE LAKEWAYPoint Description:




101/13/2016Mon# 5031






SURVEY CONTROL DATA


SITE_DESC SET VERTICALLY IN THE NORTH FACE OF

THE MOST EASTERLY PIER WEST OF THE

RR TRACKS UNDERNEATH OF THE MARINE

DR. OVERPASS. SET ABOUT 3 FEET

HIGHER THAN THE GROUND.



NGS FIRST ORDER, CLASS 1 NAVD 88 BENCHMARK.

(PID=TR0672)

Remarks:

114.6200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

BRASS DISK SET IN CONC. PIER BELOW MARINE

DR. OVERPASS.

Point Description:


NGS PUBLISHED ELEVATION.

FIRST ORDER, CLASS 1.

ELEVATION SET AND ADJUSTED

Comments:


101/13/2016Mon# 5077






SURVEY CONTROL DATA


SITE_DESC COTTON GIN SPIKE IN PP 463983/160873 12'

S/O AND 26' W/O INTERSECTION OF

WHATCOM & PUGET.


GIN SPIKEMonument Type:

BENCHMARK USED BY CONSTRUCTION SURVEYORS IN 1993.Remarks:

254.7340

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 5078






SURVEY CONTROL DATA


SITE_DESC COTTON GIN SPIKE IN PP 18657 @ SE COR

OF PUGET AND EDWARDS.



USED BY CONSTRUCTION SURVEYORS IN 1993.Remarks:

314.2590

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 5079






SURVEY CONTROL DATA


SITE_DESC RR SPIKE ON EAST FACE OF P.P.

462992/160121 1' ABOVE GROUND ON THE

WEST SIDE OF 24TH ST, N/O FAIRHAVEN

PARKWAY.



BENCHMARK SET BY PSE, 6-16-06Remarks:

113.8180

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

RR SPK IN PP W/O 24TH & N/O FAIRHAVEN PKWYPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5081






SURVEY CONTROL DATA


SITE_DESC CORNWALL & CHESTNUT AT S QUAD

BENCH MARKCorner Type: TBM - X ON N BOLT

OF SIGNAL LIGHT AT

S QUAD INT

Corner Description:

BOLTMonument Type:

TBM 893-2-40A - X ON N BOLT OF SIGNAL LIGHT AT S QUAD INT.Remarks:

58.1700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:




101/13/2016Mon# 5166






SURVEY CONTROL DATA


SITE_DESC CORNWALL & MAGNOLIA AT N QUAD

BENCH MARKCorner Type: TBM - X ON S BOLT

OF SIGNAL LIGHT AT

N QUAD INT

Corner Description:

BOLTMonument Type:

TBM 893-2-40B - X ON S BOLT OF SIGNAL LIGHT AT N QUAD INT.Remarks:

75.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5167






SURVEY CONTROL DATA


SITE_DESC HALLECK & OHIO AT NE QUAD

BENCH MARKCorner Type: TBM- X ON SW BOLT

OF SIGNAL LIGHT AT

NE QUAD INT

Corner Description:

BOLTMonument Type:

TBM-893-2-42B - X ON SW BOLT OF SIGNAL LIGHT AT NE QUAD

INT.

Remarks:

63.9750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BOLT SIG.STRD NE.QUAD CORNWALL & OHIOPoint Description:




63.9800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5168






SURVEY CONTROL DATA


SITE_DESC B & KEARNEY AT WEST QUAD

BENCH MARKCorner Type: TBM- RR SPIKE IN S

POWER POLE

#464609/160411 AT W

QUAD INT.

Corner Description:


TBM-983-2-42C - RR SPIKE IN S POWER POLE #464609/160411 AT

W QUAD INT.

Remarks:

84.3270

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-RRS P.POLE W.QUAD B & KEARNEYPoint Description:




84.3600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5169






SURVEY CONTROL DATA


SITE_DESC CORNWALL & ALABAMA AT SW QUAD

BENCH MARKCorner Type: TBM- X ON SW BOLT

OF SIGNAL POLE AT

SW QUAD INT.

Corner Description:

BOLTMonument Type:

TBM-893-2-44A - X ON SW BOLT OF SIGNAL POLE AT SW QUAD

INT.

Remarks:

120.2070

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW BOLT SIGNAL STDRD SW QUAD

CORNWALL & ALABAMA

Point Description:




120.2100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5170






SURVEY CONTROL DATA

120.2100

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

"X" IN SW BOLT SIG POLE BASE AT SW QUADR.

ALABAMA ST & CORNWALL AVE

Point Description:


FB 918Comments:


201/13/2016Mon# 5170






SURVEY CONTROL DATA


SITE_DESC CORNWALL OE E SIDE BETWEEN

BROADWAY & N PARK

BENCH MARKCorner Type: TBM- RR SPIKE ON

W FACE OF GUY

POLE ON E SIDE OF

CORNWALL

BETWEEN

BROADWAY & N

PARK.

Corner Description:


TBM-893-2-44B - RR SPIKE ON W FACE OF GUY POLE ON E SIDE

OF CORNWALL BETWEEN BROADWAY & N PARK.

Remarks:

126.9800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5171






SURVEY CONTROL DATA


SITE_DESC 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:

TBM-893-2-44C - NUT TOP ON W BOLT OF SIGNAL POLE AT NE

QUAD INT.

Remarks:

125.6500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


125.6500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

W. BOLT SIG POLE BASE AT NE QUADR. ILLINOIS

ST & CORNWALL AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 5172






SURVEY CONTROL DATA


SITE_DESC 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:

TBM-893-2-42A - X ON E BOLT OF SIGNAL POLE AT W QUAD OF

INT.

Remarks:

69.1240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-SRB BOLT SIG.STRD NW STATE & CHAMPIONPoint Description:




69.1200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0142Project No.:

Point Description:


FB 893-2Comments:


101/13/2016Mon# 5173






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & MARYLAND AT SE QUAD


NW FACE POWER

POLE

#464877/160185 AT

SE QUAD INT

Corner Description:


TBM-896-1-15 - RR SPIKE IN NW FACE POWER POLE

#464877/160185 AT SE QUAD INT.

Remarks:

82.7360

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT SE QUADR MERIDIAN ST &

MARYLAND ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5178






SURVEY CONTROL DATA


SITE_DESC 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:

TBM-896-11B - PUNCH ON NE BOLT OF SIGNAL STANDARD AT SW

QUAD OF INT.

Remarks:

84.3060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

NE BOLT SIG POLE BASE AT SW QUADR. W.

ILLINOIS ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5179






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & INDIANA AT SW QUAD

BENCH MARKCorner Type: TBM- X ON NW BOLT

OF LIGHT POLE AT

SW QUAD INT.

Corner Description:

BOLTMonument Type:

TBM-896-1-12A - X ON NW BOLT OF LIGHT POLE AT SW QUAD

INT.

Remarks:

86.2410

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

NW BOLT LIGHT BASE AT SW QUADR. W. INDIANA

ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5180






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & ELM AT NW QUAD

BENCH MARKCorner Type: TBM- RR SPIKE IN

FACE OF POWER

POLE

#464953/160112 AT

NW QUAD INT.

Corner Description:


TBM-896-1-12B - RR SPIKE IN FACE OF POWER POLE

#464953/160112 AT NW QUAD INT.

Remarks:

83.2160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT NW QUADR. W. ILLINOIS ST &

ELM ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5181






SURVEY CONTROL DATA


SITE_DESC ILLINOIS & VALLETTE AT NW QUAD


FACE OF POWER

POLE

#464932/160221 AT

NW QUAD INT.

Corner Description:


TBM-896-1-11A - RR SPIKE IN S FACE OF POWER POLE

#464932/160221 AT NW QUAD INT.

Remarks:

84.6250

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP ON N. SIDE ILLINOIS ST / 50' W. OF

VALLETTE ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5182






SURVEY CONTROL DATA


SITE_DESC 20TH & JULIA (W)




126.2960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT JULIA & 20THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5184






SURVEY CONTROL DATA


SITE_DESC 12TH & CHUCKANUT & PARKRIDGE &

HAWTHORN & WILSON IN N END TRAFFIC

ISLAND

MONUMENT DESTROYED!!!

CADASTRAL SURVEY REFERENCE POINT 2004Corner Type: REFERENCE MON

SET FOR NAD 83/98

CONTROL NETWORK

SURVEY

Corner Description:


MONUMENT DESTROYED!!!!

SEE MONUMENT 6118.

REFERENCE MON SET BY LSA FOR NAD 83/98 CONTROL

NETWORK SURVEY.

Remarks:

109.7800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

MONUMENT DESTROYED!!! ALUM. CAP IN N.END

OF ISLAND AT 12TH & CHUCKANUT & PARKRIDGE

Point Description:


MONUMENT DESTROYED. FB

918-11

Comments:


101/13/2016Mon# 5195






SURVEY CONTROL DATA


SITE_DESC 30TH ST & OLD FAIRHAVEN PARKWAY AT

NE CORNER


SET FOR NAD 83/98

CONTROL NETWORK

SURVEY

Corner Description:



NETWORK SURVEY

Remarks:

138.9020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

ALUM. CAP AT NE CORNER FAIRHAVEN PKWY &

30TH

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5196






SURVEY CONTROL DATA

5203Monument ID: TR1869Other Reference ID:

SITE_DESC BAYVIEW DR

TRAVERSE POINTCorner Type: NGS TR1869 BELBAY

1967

Corner Description:


NGS BELBAY 1967. DISK CEMENTED IN TOP OF 4 INCH CI PIPE.


Remarks:

44.6060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON WEST OF BAYVIEW DRPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5203






SURVEY CONTROL DATA


SITE_DESC WSDOT MON ON SAMISH OVERPASS

OTHERCorner Type: WSDOT MON

GP37005-98, ID#5127

Corner Description:


WSDOT MON GP37005-98 VISITED FOR NAD 83/98 CONTROL


Remarks:

224.5500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

WSDOT BP ON SAMISHWAY OVERPASSPoint Description:


FB 918-11Comments:


193,846.8930

379,683.2100

48 43 54.976521

-122 28 08.412335

68.4430

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:



METERSComments:


101/13/2016Mon# 5208






SURVEY CONTROL DATA


SITE_DESC I-5 SOUTHBOUND ON-RAMP FROM SAMISH

WAY

TRAVERSE POINTCorner Type: WSDOT GP37005-99

ID#5128

Corner Description:


WSDOT GP37005-99 VISITED FOR NAD 83/98 CONTROL


Remarks:

193,391.7990

379,356.7820

48 43 40.022265

-122 28 23.908655

67.3010

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5209






SURVEY CONTROL DATA


SITE_DESC NEAR NORTHSHORE & DAKIN


POWER POLE

Corner Description:


TBM 885-4-13B - RR SPIKE ON W FACE OF PP #464727-161745 ON

E SIDE NORTHSHORE & DAKIN.

Remarks:

329.8080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM RRSPK PWR.POLE E.SIDE N.SHORE & DAKINPoint Description:




101/13/2016Mon# 5250






SURVEY CONTROL DATA


SITE_DESC MARINE PARK NEAR BNSF RR FENCE SW

OF PARKING AREA


SET FOR NAD 83/98

CONTROL NETWORK

2006

Corner Description:



NETWORK 2006

Remarks:

14.2500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

ALUM CAP IN MARINE PARK NEAR BNSF RR

FENCE SW OF PARKING

Point Description:


FB 918-11Comments:


631,460.8090

1,234,278.5050 14.2400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:

Point Description:


=14.72 FT MLLWComments:


101/13/2016Mon# 5262






SURVEY CONTROL DATA


SITE_DESC 32ND ST PC AT FIELDING



Remarks:

198.0440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT PC OF 32ND ST AT INTER OF

FIELDING S. OF INTER MON

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5264






SURVEY CONTROL DATA


SITE_DESC 23RD & BILL MCDONALD PKWY



5 FT S OF MON #6097Remarks:

634,060.7000

1,241,146.9600 231.7700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-FND-BC PROJ PNT #184Point Description:


FB 926Comments:


101/13/2016Mon# 5270






SURVEY CONTROL DATA


SITE_DESC S STATE ST P.I. S OF CLAY




RAISED FOR OVERLAY IN 2007

Remarks:

81.0540

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE ST PI SOUTH OF CLAYPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5272






SURVEY CONTROL DATA


SITE_DESC S STATE & DICKENS



Remarks:

82.5030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE & DICKENSPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5283






SURVEY CONTROL DATA


SITE_DESC S STATE & SYCAMORE



Remarks:

78.4550

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE & SYCAMOREPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5284






SURVEY CONTROL DATA


SITE_DESC S STATE & CLAY



Remarks:

79.7290

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

BRASS MON AT STATE & CLAYPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5285






SURVEY CONTROL DATA


SITE_DESC N STATE & BOULEVARD & S STATE ON ELY

SIDE

BENCH MARKCorner Type: TBM-900-1-13A RR

SPIKE IIN N FACE PP

Corner Description:


TBM-900-1-13A RR SPIKE IIN N FACE PP AT INT STATE &

BOULEVARD.

Remarks:

76.3090

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

RR SPK IN PP ON ELY SIDE OF INTER. STATE ST &

BOULAVARD

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5289






SURVEY CONTROL DATA


SITE_DESC S STATE ON NW SIDE BETWEEN DICKENS

& CLAY


FACE PP

Corner Description:


TBM-900-1-13B RR SPIKE IN S FACE PP ON NW MARGIN S. STATE.Remarks:

80.3030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

RR SPK IN PP ON NW SIDE OF STATE BETWEEN

DICKENS & CLAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5290






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & BAKER AT NW CORNER

BENCH MARKCorner Type: BM - NW CORNER

CONC BASE

Corner Description:

CONC BASEMonument Type:

BM - NW CORNER CONC LIGHT BASE AT NW CORNER

INTERSECTION, NEAR ENTRANCE TO BELLINGHEM COUNTRY

CLUB.

Remarks:

102.7040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

NW CNR CONC POLE BASE AT NW QUADR. BAKER

ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5292






SURVEY CONTROL DATA


SITE_DESC NE CORNER MERIDIAN & ORCHARD

BENCH MARKCorner Type: BM - SE MOUNTING

BOLT OF LIGHT

STANDARD

Corner Description:

BOLTMonument Type:

BM - SE CORNER BOLT OF LIGHT POLE AT NE COR MERIDIAN &

ORCHARD.

Remarks:

100.7740

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

SE BOLT LIGHT BASE AT NE QUADR. ORCHARD

DRV & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5294






SURVEY CONTROL DATA


SITE_DESC MONROE & CHERRY AT NW CORNER



TBM - COTTON GIN SPIKE IN PP #159807-464713 AT NW CORNER.Remarks:

71.9750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT NW QUADR. MONROE

ST & CHERRY ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5303






SURVEY CONTROL DATA


SITE_DESC MONROE & MERIDIAN AT NW CORNER


SPIKEMonument Type:

TBM - COTTON GIN SPIKE IN PP #253 AT NW CORNER.Remarks:

76.0560

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT NW QUADR. MONROE

ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5309






SURVEY CONTROL DATA


SITE_DESC W COLLEGE WAY



Remarks:

635,976.8870

1,240,444.8960 379.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0156Project No.:

BPF #9Point Description:



PROJECT POINT #585

Comments:


101/13/2016Mon# 5339






SURVEY CONTROL DATA


SITE_DESC CODY & SAMISH



Remarks:

462.8630

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 5347






SURVEY CONTROL DATA


SITE_DESC SAMISH & LARRABEE



Remarks:

385.1750

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 5349






SURVEY CONTROL DATA


SITE_DESC W MAPLEWOOD PT N OF COTTONWOOD



Remarks:

93.9790

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON (PT) AT CL MAPLEWOOD AVE N. OF

COTTONWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 5356






SURVEY CONTROL DATA


SITE_DESC W MAPLEWOOD & BRADLEY LN



Remarks:

158.6780

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. BRADLEY LANE & W.

MAPLEWOOD AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 5358






SURVEY CONTROL DATA

5418Monument ID: BM37539-3Other Reference ID:

SITE_DESC E SIDE OF MERIDIAN SOUTH OF HORTON

NEAR ADDRESS #4564



WSDOT BRASS DISK SET INTO A LUMINAIRE BASE AND IS LEVEL

WITH CONCRETE SURFACE.

Remarks:

63.0350

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:



WSDOT PUBLISHED ELEVATION IN

METERS

Comments:


101/13/2016Mon# 5418






SURVEY CONTROL DATA

5420Monument ID: NGS PID TR0036- V

454

Other Reference ID:

SITE_DESC W OF BNRR RAILROAD TRACKS

BENCH MARKCorner Type: NGS PID TR0036

DESIGNATION V454

Corner Description:


W OF BNRR RAILROAD TRACKS 0.4 MI SW OF CROSSING OF

PINE ST. NEAR S CORNER OF LONG WAREHOUSE.

Remarks:

638,142.9260

1,239,416.4060

48 44 14.99669

-122 29 42.47596

16.0000

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


16.0000

-54.7600

-70.8980

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

NGS PID TR0036 DESIGNATION V454Point Description:




101/13/2016Mon# 5420






SURVEY CONTROL DATA


SITE_DESC DIVERSION DAM SITE

BENCH MARKCorner Type: REF BENCHMARKCorner Description:


E SIDE OF ACCESS RD, N OF BRIDGE TO DAMRemarks:

648,694.5640

1,341,251.9770 925.6800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EW-0008Project No.:

Point Description:


Comments:


101/13/2016Mon# 5437






SURVEY CONTROL DATA


SITE_DESC TEXAS & ONTARIO (TO NORTH)



ALSO SEE MON #1195, 2.4 FT TO WESTRemarks:

646,679.9109

1,253,268.0325 139.8600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:






INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0156Project No.:

Point Description:




101/13/2016Mon# 5438






SURVEY CONTROL DATA


SITE_DESC JAMES & KENTUCKY AT NE CORNER

BENCH MARKCorner Type: TBM - SW BOLT

LIGHT POLE BASE

Corner Description:

BOLTMonument Type:

TBM - SW BOLT LIGHT POLE BASE AT NE CORNER INTRemarks:

67.5210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BOLT LUM NE.QUAD JAMES & KENTUCKY

(NEW?)

Point Description:




101/13/2016Mon# 5536






SURVEY CONTROL DATA


SITE_DESC JAMES & CAROLINA AT NE CORNER

BENCH MARKCorner Type: TBM - SW BOLT

LIGHT POLE BASE

Corner Description:

BOLTMonument Type:

TBM - SW BOLT ON LIGHT POLE BASE AT NE CORNER INTRemarks:

85.0070

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM SW BOLT LIGHT STDRD NE QUAD JAMES &

CAROLINA

Point Description:




101/13/2016Mon# 5537






SURVEY CONTROL DATA


SITE_DESC N FOREST & E CHESTNUT AT N CORNER

BENCH MARKCorner Type: TBM - 900-3-5A - S

BOLT OF LIGHT

POLE BASE

Corner Description:

BOLTMonument Type:

TBM 900-3-5A - S BOLT OF LIGHT POLE BASE AT N CORNERRemarks:

114.0850

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-SRB SIG.STRD N.QUAD FOREST & CHESNUTPoint Description:




101/13/2016Mon# 5548






SURVEY CONTROL DATA


SITE_DESC N FOREST & E MAGNOLIA AT S CORNER

BENCH MARKCorner Type: TBM - 900-3-5B - W

BOLT OF LIGHT

POLE BASE

Corner Description:

BOLTMonument Type:

TBM - 900-3-5B - W BOLT OF LIGHT POLE BASE AT S CORNER OF

FOREST & MAGNOLIA.

Remarks:

97.5540

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BOLT LUM. S.QUAD FOREST & MAGNOLIAPoint Description:




97.5500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0163Project No.:

C-MON COBBM#5549Point Description:


FB995-1Comments:


101/13/2016Mon# 5549






SURVEY CONTROL DATA


SITE_DESC SE OF CORNWALL AVE & N OF OAK ST

PUMP STATION


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:


SET FOR WATERFRONT SURVEY CONTROL NETWORKRemarks:

640,353.0452

1,241,236.7963

48 44 37.18633

-122 29 16.03491

16.1060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:

C-TRVPoint Description:



SURVEY AF2080302393

Comments:


101/13/2016Mon# 5584






SURVEY CONTROL DATA


SITE_DESC SE SIDE OF CORNWALL AVE & N OF

MYRTLE


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



641,127.3620

1,241,960.1780

48 44 44.97821

-122 29 05.49278

19.2600

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5585






SURVEY CONTROL DATA


SITE_DESC AT E CORNER CORNWALL AVE &

CHESTNUT


MONUMENT FOR

WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



642,170.0193

1,243,024.6310

48 44 55.48904

-122 28 49.94756

58.3440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5586






SURVEY CONTROL DATA


SITE_DESC AT SW SIDE CHESTNUT ST ON BRIDGE

BETWEEN COMMERCIAL & BAY


MONUMENT FOR

WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



642,520.8115

1,242,611.4781

48 44 58.86228

-122 28 56.22295

46.1790

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5587






SURVEY CONTROL DATA


SITE_DESC AT N CORNER OF ROEDER & CENTRAL


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



643,391.0183

1,242,172.0242

48 45 07.35383

-122 29 03.05718

18.9690

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5588






SURVEY CONTROL DATA


SITE_DESC W SIDE OF CHESTNUT-ROEDER BRIDGE N

OF BAY ST


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



642,946.2913

1,242,415.4654

48 45 03.01815

-122 28 59.28313

34.0640

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5589






SURVEY CONTROL DATA


SITE_DESC ROEDER & C ST AT BN RR STATION S OF

NGS TIDAL BM


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



643,964.3850

1,241,657.7638

48 45 12.90112

-122 29 10.91296

18.6930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5590






SURVEY CONTROL DATA


SITE_DESC AT W CORNER OF ROEDER AVE & F ST


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



644,384.5241

1,241,091.5625

48 45 16.92566

-122 29 19.49496

17.9520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5591






SURVEY CONTROL DATA


SITE_DESC NE SIDE OF ROEDER AVE WLY OF HILTON

AVE


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



644,995.4295

1,240,571.9625

48 45 22.84181

-122 29 27.44338

17.7020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5592






SURVEY CONTROL DATA


SITE_DESC NE SIDE OF HOLLY ST BETWEEN B & C

STREETS


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



643,973.7918

1,241,986.9958

48 45 13.06366

-122 29 06.00416

18.7440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5593






SURVEY CONTROL DATA


SITE_DESC AT S CORNER OF HOLLY & CENTRAL


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



643,511.0077

1,242,381.6698

48 45 08.58187

-122 28 59.96796

26.2410

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5594






SURVEY CONTROL DATA


SITE_DESC AT HOLLY & BAY & PROSPECT IN TRAFFIC

ISLAND


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:

ALUMINUM CAP (DESTROYED)Monument Type:

SET FOR WATERFRONT SURVEY CONTROL NETWORK. HAS

BEEN DESTROYED BY STREET PROJECT ES-0373

Remarks:

643,023.4451

1,242,921.0673

48 45 03.88614

-122 28 51.76510

63.2870

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5595






SURVEY CONTROL DATA


SITE_DESC NWLY SIDE BOULEVARD AT OAK ST

(ACROSS FROM 630 BOULEVARD)


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



640,054.2043

1,241,394.9987

48 44 34.27184

-122 29 13.57934

79.5870

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5596






SURVEY CONTROL DATA


SITE_DESC AT NW SIDE BOULEVARD & N OF PINE ST

(ACROSS FROM 600 BOULEVARD)


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



639,791.0453

1,241,097.0617

48 44 31.61260

-122 29 17.93889

85.0380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5597






SURVEY CONTROL DATA


SITE_DESC NW SIDE BOULEVARD BETWEEN ALDER &

CEDAR (ACROSS FROM 402 BOULEVARD)


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



639,145.7397

1,240,444.6106

48 44 25.10816

-122 29 27.46325

81.7210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5598






SURVEY CONTROL DATA


SITE_DESC NW SIDE OF BOULEVARD NEAR BEECH ST


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:



638,577.0652

1,240,040.4946

48 44 19.41230

-122 29 33.30777

96.1240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5599






SURVEY CONTROL DATA


SITE_DESC NW SIDE OF BOULEVARD N OF PALM ST

(ACROSS FROM 223 N STATE)


FOR WATERFRONT

SURVEY CONTROL

NETWORK

Corner Description:


SET FOR WATERFRONT SURVEY CONTROL NETWORK.Remarks:

638,166.5742

1,239,651.8602

48 44 15.28012

-122 29 38.97195

89.1040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5600






SURVEY CONTROL DATA


SITE_DESC AT E CORNER OF STATE & HOLLY


FOR WATERFRONT

SURVEY CONTROL

NETWORK.

Corner Description:



642,025.6559

1,243,887.9416

48 44 54.24702

-122 28 37.02302

90.6030

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5601






SURVEY CONTROL DATA


SITE_DESC AT S CORNER OF HOLLY & CORNWALL


FOR WATERFRONT

SURVEY CONTROL

NETWORK.

Corner Description:



642,494.2342

1,243,369.1944

48 44 58.76013

-122 28 44.91094

74.1100

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5602






SURVEY CONTROL DATA


SITE_DESC NEW WHATCOM WATERFRONT AT

EXTENSION OF BEAL MEMORIAL WAY

(VACATED OAK & ARMY STREETS)


FOR WATERFRONT

SURVEY CONTROL

NETWORK.

Corner Description:



641,091.5556

1,240,489.9277

48 44 44.31310

-122 29 27.41256

13.8200

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5603






SURVEY CONTROL DATA


SITE_DESC S END OF CORNWALL AVE EXTENDED AT

VACATED ALDER ST


FOR WATERFRONT

SURVEY CONTROL

NETWORK.

Corner Description:



639,238.4340

1,239,943.3553

48 44 25.91599

-122 29 34.96933

16.2350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










INC.


ENGINEERING, INC.

Horizontal Calc By:

Project No.:




SURVEY AF2080302393

Comments:


101/13/2016Mon# 5604






SURVEY CONTROL DATA


SITE_DESC 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:


IN LANDSCAPED TRAFFIC ISLAND 8.05 FT WLY OF MON #1139Remarks:

76.9060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

BRASS MON AT INT. W. NORTH ST & WEST STPoint Description:


FB 918Comments:


101/13/2016Mon# 5623






SURVEY CONTROL DATA


SITE_DESC AT NE CORNER MERIDIAN & OREGON

BENCH MARKCorner Type: TBM - SW

MOUNTING BOLT ON

LIGHT STANDARD

Corner Description:

BOLTMonument Type:

TBM SW MOUNTING BOLT ON LIGHT STANDARD AT NE CORNER

INT MERIDIAN & OREGON

Remarks:

87.9390

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

SW BOLT LIGHT BASE AT NE QUADR. W. OREGON

ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5714






SURVEY CONTROL DATA


SITE_DESC FRASER STREET NEAR #1305



TBM- RR SPIKE ON NORTH FACE OF BALLFIELD LIGHT # 21.Remarks:

64.1380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-RRSPK CITY BM N.FACE LIGHT STDRD

BALLFIELD

Point Description:




101/13/2016Mon# 5728






SURVEY CONTROL DATA

5730Monument ID: GP 37005-13 AZ MKOther Reference ID:

SITE_DESC I-5 OFFRAMP NORTHBOUND AT MERIDIAN

ST TO BELLIS FAIR SHOPPING CENTER

OTHERCorner Type: NGS GP 37-005-13

1988 PID=TR2568

Corner Description:


AT NW END OF RAMP BRIDGE OF OFF-RAMP. IN E SHOULDER

200+- FT SE OF TELEGRAPH INT.

Remarks:

199,614.3460

378,419.4890

48 47 00.766147

-122 29 16.30847

41.3860

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

GP37005-13 AZPoint Description:


METERSComments:


135.7690

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 5730






SURVEY CONTROL DATA


SITE_DESC SOUTH STATE AND 14TH

BENCH MARKCorner Type: TBM- GIN SPIKE IN

POWER POLE

#463609-159815

Corner Description:


Remarks:

87.7850

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

GIN SPK IN PP SE CORNER STATE & 14THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5731






SURVEY CONTROL DATA


SITE_DESC SOUTH STATE AND 12TH AT SE CORNER


POWER POLE

#463517-159738

Corner Description:


Remarks:

71.9620

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

GIN SPK IN PP SE CORNER STATE & 12THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5732






SURVEY CONTROL DATA


SITE_DESC SOUTH STATE AND 13TH AT NE CORNER


POWER POLE

#463562-159775

Corner Description:


Remarks:

75.7570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

GIN SPK IN PP NE CORNER STATE & 13THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5733






SURVEY CONTROL DATA


SITE_DESC FILLMORE AND 11TH AT NW CORNER

BENCH MARKCorner Type: TBM-RR SPIKE IN

POWER POLE.

Corner Description:


Remarks:

82.1220

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

RR SPK IN PP AT FILLMORE & 11THPoint Description:


FB 918-11Comments:


101/13/2016Mon# 5744






SURVEY CONTROL DATA


SITE_DESC MERIDIAN AND CONNECTICUT IN S FACE

POWER POLE AT SE CORNER

BENCH MARKCorner Type: TBM-GIN SPIKE IN

POWER POLE

Corner Description:

SPIKEMonument Type:

TBM-GIN SPIKE IN POWER POLE #464834-160184Remarks:

81.6250

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

COTT GIN SPIKE IN PP AT SE QUADR.

CONNECTICUT ST & MERIDIAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5748






SURVEY CONTROL DATA


SITE_DESC WILLIAMS AND WASHINGTON. NE QUAD


POWER POLE.

Corner Description:


Remarks:

74.6610

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT NE QUADR. WASHINGTON ST &

WILLIAMS ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5756






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE AND KEESLING. NW QUAD.


POWER POLE

Corner Description:


Remarks:

66.0990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP AT N. QUADR. KEESING ST &

ELDRIDGE AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 5757






SURVEY CONTROL DATA


SITE_DESC HIGHLAND AND PATTLE

BENCH MARKCorner Type: TBM-RR SPIKE IN

POWER POLE

#463596-159959

Corner Description:


Remarks:

426.6500

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB 940-1Comments:


101/13/2016Mon# 5759






SURVEY CONTROL DATA


SITE_DESC NOME AND NEQUALICUM


UTILITY POLE

Corner Description:


Remarks:

69.5110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPIKE IN PP IN S. QUADR NEQUALICUM AVE &

LINDBERGH AVE

Point Description:


FB 918Comments:


101/13/2016Mon# 5760






SURVEY CONTROL DATA


SITE_DESC ELLIS AND GLADSTONE. NE QUAD


POWER POLE.

Corner Description:


Remarks:

74.8260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-RRS P.POLE NE ELLIS & GLADSTONEPoint Description:




101/13/2016Mon# 5767






SURVEY CONTROL DATA


SITE_DESC RUSLEY & MCLEOD AT NE CORNER



TBM - RR SPIKE ON SSW FACE UTIL POLE AT NE QUAD RUSLEY

& MCLEOD.

Remarks:

134.9780

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

RR SPK IN PP AT NE QUADR. MCLEOD RD & W.

RUSLEY DR

Point Description:


FB 918Comments:


101/13/2016Mon# 5788






SURVEY CONTROL DATA

5789Monument ID: GP 37005-71Other Reference ID:

SITE_DESC WSDOT MONUMENT AT I-5 & EXIT #254

(STATE/OHIO)

TRAVERSE POINTCorner Type: WSDOT MONUMENT

GP 37005-71

Corner Description:


IN I-5 ON E SHOULDER AT EXIT 254 (STATE/OHIO)Remarks:

196,375.8240

380,278.6330

48 45 17.235012

-122 27 41.898909

20.7290

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5789






SURVEY CONTROL DATA

5793Monument ID: WSDOT IS3728Other Reference ID:

SITE_DESC WSDOT MON ON LINCOLN S OF LAKEWAY

TRAVERSE POINTCorner Type: WSDOT IS3728Corner Description:


LOCATED IN THE WEST SHOULDER AREA OF LINCOLN STREET

APPROXIMATELY 20 METERS SOUTH OF THE POINT WHERE THE

STRIPING FOR A BICYCLE LANE BEGINS

Remarks:

161.8590

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

WSDOT ALUM CAP W. SIDE OF LINCOLN, S. OF

LAKEWAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5793






SURVEY CONTROL DATA

5794Monument ID: P 327 RESETOther Reference ID:

SITE_DESC MON P 327 RESET ON AIRPORT WAY N OF

AIRPORT DR

TRAVERSE POINTCorner Type: P 327 RESETCorner Description:


IN A GRASS AREA NEAR A CHAIN LINK FENCERemarks:

46.4220

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

P 327 RESETPoint Description:



METERS

Comments:


101/13/2016Mon# 5794






SURVEY CONTROL DATA


SITE_DESC P 327 RESET RM1 ON AIRPORT WAY N OF

AIRPORT DR

TRAVERSE POINTCorner Type: P 327 RESET RM1Corner Description:


MARK ON LEFT LOCATED ON THE CONCRETE FOUNDATION FOR

A LUMINAIRE

Remarks:

46.5600

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

P 327 RESET RM1Point Description:



METERS

Comments:


101/13/2016Mon# 5795






SURVEY CONTROL DATA


SITE_DESC WSDOT MON ON W SIDE OF MERIDIAN S

OF TREMONT

TRAVERSE POINTCorner Type: WSDOT GP37539-62Corner Description:


Remarks:

202,618.9960

378,612.3140

48 48 38.144339

122 29 10.025861

60.3920

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

GP37539-62Point Description:


METERSComments:


101/13/2016Mon# 5798






SURVEY CONTROL DATA


SITE_DESC WSDOT MON ON W SIDE MERIDIAN S OF

KELLY RD



BRASS DISK SET INTO N SIDE OF A SQUARE FOUNDATION FOR

ABANDONED SCALE

Remarks:

203,263.5580

378,629.6830

48 48 59.017241

-122 29 09.853171

58.5070

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5799






SURVEY CONTROL DATA


SITE_DESC WSDOT MON ON E SIDE GUIDE MERIDIAN

S OF SMITH RD



WSDOT BRASS DISK SET INTO A ROUND CONCRETE MONUMENT

PROJECTING 10 CM ABOVE GROUND SURFACE.

Remarks:

204,986.2760

378,687.3330

48 49 54.811695

-122 29 08.841029

59.1980

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5800






SURVEY CONTROL DATA

5801Monument ID: NEW HOPEOther Reference ID:

SITE_DESC WSDOT MON ON ELY SIDE NORTHWEST

AVE N OF SLATER

TRAVERSE POINTCorner Type: WSDOT MON NEW

HOPE

Corner Description:


LOCATED IN THE GRAVEL SHOULDER ON THE NE SIDE OF

NORTHWEST RD., NEAR THE NW EDGE OF THE DRIVEWAY TO

#4860 (NEW HOPE CHURCH)

Remarks:

203,441.4370

375,508.4060

48 49 02.576394

-122 31 43.008532

23.5240

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

WSDOT NEW HOPEPoint Description:


METERSComments:


101/13/2016Mon# 5801






SURVEY CONTROL DATA


SITE_DESC WSDOT MON AT I-5 & SMITH RD BRIDGE



ON THE NORTH SHOULDER DIRECTLY OVER THE CENTER PIERRemarks:

205,346.3860

372,916.4300

48 50 02.359671

-122 33 52.134173

23.5590

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5802






SURVEY CONTROL DATA


SITE_DESC "F" AND MORRIS AT N CORNER

BENCH MARKCorner Type: TBM - HIT PIN IN

SIDEWALK AT NW

QUAD.

Corner Description:

NAILMonument Type:

SEE FB 897-1 PG 25.Remarks:

117.0570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

5/8" PIN (MON TIE) IN SIDEWALK AT N. QUADR. F

ST & MORRIS ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5803






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND LOGAN AT N CORNER

BENCH MARKCorner Type: TBM - SET HIT PIN IN

NW QUAD.

Corner Description:

NAILMonument Type:

TBM - SET HIT PINRemarks:

107.0660

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:


ST & LOGAN ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5804






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND KEARNEY AT N CORNER

BENCH MARKCorner Type: TBM - HIT PIN IN NW

QUAD.

Corner Description:

NAILMonument Type:


100.6460

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:


ST & KEARNEY ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5805






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND JENKINS AT N CORNER

BENCH MARKCorner Type: TBM - HIT PIN IN NW

QUAD

Corner Description:

NAILMonument Type:


91.2700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:


ST & JENKINS ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5806






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND IRVING AT W CORNER

BENCH MARKCorner Type: TBM - HIT PIN IN SW

QUAD

Corner Description:

NAILMonument Type:


77.9680

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

PK NAIL IN SIDEWALK AT W. QUADR. F ST &

IRVING ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5807






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND HALLECK AT W CORNER

BENCH MARKCorner Type: TBM - LEAD PLUG IN

SW QUAD

Corner Description:

LEAD PLUG/BRASS BRADMonument Type:

TBM - LEAD PLUGRemarks:

73.3320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

LEAD/TACK IN SIDEWALK AT W. QUADR. F ST &

HALLECK ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5808






SURVEY CONTROL DATA


SITE_DESC "F" STREET AND GIRARD AT N CORNER

BENCH MARKCorner Type: TBM - LEAD PLUG IN

NW QUAD

Corner Description:

LEAD PLUG/BRASS BRADMonument Type:

TBMRemarks:

72.3810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

LEAD/TACK IN SIDEWALK AT N. QUADR. F ST &

GIRARD ST

Point Description:


FB 918Comments:


101/13/2016Mon# 5809






SURVEY CONTROL DATA


SITE_DESC WSDOT MON ON MT BAKER HWY & DEWEY

RD



RECESSED 7 CM BELOW SHOULDER SURFACERemarks:

199,826.5230

383,022.1840

48 47 10.775847

-122 25 31.100202

90.9470

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

BM37542-19Point Description:


METERSComments:


101/13/2016Mon# 5812






SURVEY CONTROL DATA


SITE_DESC WSDOT MON AT OLD SAMISH BRIDGE

OVER I-5



IN NW CONC SIDEWALKRemarks:

188,848.9000

384,713.5420

48 41 16.598442

-122 23 57.316275

168.8110

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:



METERSComments:


101/13/2016Mon# 5813






SURVEY CONTROL DATA

5814Monument ID: NGS PID TR0050Other Reference ID:

SITE_DESC COVE RD AT RR CROSSING

TRAVERSE POINTCorner Type: WSDOT M 330 = NGS

TR0050

Corner Description:


USC&GS BRASS DISK SET IN THE TOP OF A ROUND CONCRETE

MONUMENT IN THE EDGE OF A DRAINAGE DITCH

Remarks:

185,420.5410

377,539.1160

48 39 20.763730

-122 29 44.407160

23.1180

METERSNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:










Project No.:

WSDOT M 330, NGS TR0050Point Description:


METERSComments:


101/13/2016Mon# 5814






SURVEY CONTROL DATA

5815Monument ID: WSDOT BLOEDELOther Reference ID:

SITE_DESC WSDOT MONUMENT ON ELECTRIC AVE S

OF ALABAMA

TRAVERSE POINTCorner Type: WSDOT BLOEDELCorner Description:


IN SIDEWALK NEAR SOUTHWEST CORNER OF BRIDGERemarks:

319.7190

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BDS WSDOT GPS MON BLOEDEL ID#6426Point Description:




101/13/2016Mon# 5815






SURVEY CONTROL DATA


SITE_DESC NE CORNER OF SUNSET & ILLINOIS AT

SIGNAL LIGHT POLE BASE



BM SET FOR DATUM MODERNIZATION TO NAVD88Remarks:

649,236.0000

1,244,364.0000 140.7530

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Vertical Calc By:CITY OF BELLINGHAM/SURVEYHorizontal Calc By:

ES-0425Project No.:

C.O.B. BM AT NE QUADR. ILLINOIS ST & SUNSET

DRIVE

Point Description:


FB 918 NEW BM SET BY CITYComments:


101/13/2016Mon# 5829






SURVEY CONTROL DATA


SITE_DESC SOUTH EAST CORNER OF GRANT AND

ILLINOIS IN SIDEWALK 1 FT S OF N EDGE &

E OF RAMP




649,146.0000

1,245,925.0000 155.6810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM AT SE QUADR. ILLINOIS ST & GRANT STPoint Description:


FB 918 New BM set by CityComments:


101/13/2016Mon# 5830






SURVEY CONTROL DATA


SITE_DESC TOP OF SANITARY LIFT STATION ON

JAMES STREET, NORTH OF WOODSTOCK

WAY




652,002.0000

1,247,171.0000 110.9850

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC SURFACE OF SANITARY PUMP

STN, E. SIDE JAMES ST

Point Description:




101/13/2016Mon# 5831






SURVEY CONTROL DATA


SITE_DESC AT HIGH POINT OF MCLEOD ROAD (W OF

PRIMROSE LANE) IN N SIDE CURB




654,441.0000

1,243,482.0000 135.8770

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB ON N. SIDE E. MCLEOD RDPoint Description:




101/13/2016Mon# 5832






SURVEY CONTROL DATA


SITE_DESC MCLEOD ROAD & BAKER CREEK AT

SOUTHEAST CORNER OF BRIDGE

HEADWALL , 8 FT E OF CURB.


Monument Type:


111.8150

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


ES-0425Project No.:

C.O.B. BM ON E SIDE E. MCLEOD RD AT SE CNR

BAKER CK BRIDGE

Point Description:




101/13/2016Mon# 5833






SURVEY CONTROL DATA


SITE_DESC IN CONC BASE OF SIGNAL LIGHT POLE AT

NORTHEAST CORNER OF MERIDIAN AND

TELEGRAPH




655,235.0000

1,242,005.0000 114.4100

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM AT NE QUADR. TELEGRAPH RD &

MERIDIAN ST

Point Description:




101/13/2016Mon# 5834






SURVEY CONTROL DATA


SITE_DESC NORTHEAST CURB AT ORCHARD AND

MERIDIAN




653,225.0000

1,241,954.0000 99.7050

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM AT NE QUADR. ORCHARD DRV &

MERIDIAN ST

Point Description:




101/13/2016Mon# 5835






SURVEY CONTROL DATA


SITE_DESC W SIDE OF ORCHARD PL ON NW

CONCRETE HEADWALL N OF RAILROAD

TRACKS. 270 FT S OF OCHARD DR.




652,882.0000

1,243,238.0000 95.9670

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM ON W.SIDE ORCHARD PL, APPROX. 270'

S. OF W.ORCHARD DR

Point Description:




101/13/2016Mon# 5836






SURVEY CONTROL DATA


SITE_DESC MERIDIAN & SQUALICUM CREEK IN THE

NORTHWEST HEADWALL AT SQUALICUM

CREEK




652,021.0000

1,241,855.0000 92.3320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B.BM ON W. SIDE MERIDIAN ST AT NW CNR

SQUALICUM CK BRIDGE

Point Description:




101/13/2016Mon# 5837






SURVEY CONTROL DATA


SITE_DESC ILLINOIS AND VALLETTE IN SOUTHEAST

CURB




649,249.0000

1,242,420.0000 85.2570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT SE QUADR. W. ILLINOIS ST

& VALLETTE ST

Point Description:




101/13/2016Mon# 5838






SURVEY CONTROL DATA


SITE_DESC S OF INTERSECTION MORRIS & I STREET

AND WEST NORTH ST IN CURB




647,808.0000

1,243,620.0000 108.5770

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB S. IF INT. MORRIS ST & "I" STPoint Description:




101/13/2016Mon# 5839






SURVEY CONTROL DATA


SITE_DESC ON BROADWAY S OF WEST NORTH

STREET IN CENTER ISLAND CURB




647,863.0000

1,242,881.0000 95.5160

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT N. END OF CENTER ISLAND

AT INT W. NORTH ST & BROADWAY

Point Description:




101/13/2016Mon# 5840






SURVEY CONTROL DATA


SITE_DESC MERIDIAN AND WEST NORTH STREET IN

LIGHT POLE BASE AT NORTHEAST

CORNER




647,934.0000

1,241,836.0000 79.7040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN SIDEWALK AT NE QUADR. W. NORTH

ST & MERIDIAN ST

Point Description:




101/13/2016Mon# 5841






SURVEY CONTROL DATA


SITE_DESC AT BROADWAY AND MERIDIAN AND

GIRARD NEAR EAST SIGNAL LIGHT POLE




646,790.0000

1,241,831.0000 76.6560

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN SIDEWALK AT SE QUADR. GIRARD ST

& BROADWAY

Point Description:




101/13/2016Mon# 5842






SURVEY CONTROL DATA


SITE_DESC ILLINOIS AND WALNUT STREET AT SE

CORNER IN TOP OF CURB




649,299.0000

1,240,490.0000 81.2400

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT SE QUADR W. ILLINOIS ST &

WALNUT ST

Point Description:




101/13/2016Mon# 5843






SURVEY CONTROL DATA


SITE_DESC W ILLINOIS STREET AT LYNN ST IN TOP OF

CURB ON WEST SIDE




649,351.0000

1,239,325.0000 75.9800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB W. OF INT. ILLINOIS ST & LYNN

ST

Point Description:




101/13/2016Mon# 5844






SURVEY CONTROL DATA


SITE_DESC VICTOR AND W NORTH STREET AT NE

CORNER IN TOP OF CURB




647,979.0000

1,239,617.0000 77.0520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT NE QUADR. W. NORTH ST &

VICTOR ST

Point Description:




101/13/2016Mon# 5845






SURVEY CONTROL DATA


SITE_DESC SOUTHWEST CORNER OF VICTOR AND

WASHINGTON IN TOP OF CURB




646,569.0000

1,239,549.0000 71.8440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT SW QUADR. WASHINGTON

ST & VICTOR ST

Point Description:




101/13/2016Mon# 5846






SURVEY CONTROL DATA


SITE_DESC SOUTHEAST CORNER OF WASHINGTON

AND WEST AT TOP OF CURB




646,596.0000

1,238,521.0000 69.8660

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT S. QUADR. WEST ST &

WASHINGTON ST

Point Description:




101/13/2016Mon# 5847






SURVEY CONTROL DATA


SITE_DESC ELDRIDGE AVE BRIDGE OVER LITTLE

SQUALICUM CREEK IN TOP OF HEADWALL

AT NW END




647,517.0000

1,236,350.0000 67.4190

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM ON W. SIDE AVE / IN W CNR BRIDGE

OVER SQUALICUM PKWY

Point Description:




101/13/2016Mon# 5848






SURVEY CONTROL DATA


SITE_DESC PATT0N AND WEST ILLINOIS AT

NORTHEAST CORNER IN LAWN




649,489.0000

1,596,770.0000 70.4610

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC IN LAWN AT NE QUADR W.

ILLINOIS ST & PATTON ST

Point Description:




101/13/2016Mon# 5849






SURVEY CONTROL DATA


SITE_DESC ENTRANCE TO BIRCHWOOD PARK S OF

CEDARWOOD AVE IN CONC PATH




650,487.0000

1,238,412.0000 79.4080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM AT ENTRANCE TO BIRCHWOOD PARK

(S. OF CEDARWOOD AVE)

Point Description:




101/13/2016Mon# 5850






SURVEY CONTROL DATA


SITE_DESC PINEWOOD AVE N OF BIRCHWOOD IN SW

CORNER CONCRETE DELIVERY DRIVEWAY

AT BIRCHWOOD ELEMENTARY SCHOOL




651,844.0000

1,236,952.0000 82.6500

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC PANEL ON E. SIDE PINEWOOD

AVE, AT BIRCHWOOD ELEMENTARY SCHOOL

Point Description:




101/13/2016Mon# 5851






SURVEY CONTROL DATA


SITE_DESC TOP OF CURB ON W SIDE OF MAPLEWOOD

AVE, 120 FT S OF ALDERWOOD




653,531.0000

1,236,899.0000 104.8570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB ON W. SIDE MAPLEWOOD AVE,

APPROX 120' S. OF ALDERWOOD AVE

Point Description:




101/13/2016Mon# 5852






SURVEY CONTROL DATA


SITE_DESC MAPLEWOOD & MCLEOD AT NORTHWEST

CORNER IN BASE OF UTILITY VAULT




654,661.0000

1,235,842.0000 144.0690

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN BASE OF ELEC. BOX AT NW QUADR

MCLEOD RD & W. MAPLEWOOD AVE

Point Description:




101/13/2016Mon# 5853






SURVEY CONTROL DATA


SITE_DESC AT NORTH END OF CURB ON EAST SIDE

OF W MAPLEWOOD AVE, APPROX 200 FT

NORTH OF BRADLEY LANE




655,622.0000

1,235,008.0000 166.2800

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM ON E. SIDE W. MAPLEWOOD AVE,

APPROX 200' N. OF BRADLEY LN

Point Description:




101/13/2016Mon# 5854






SURVEY CONTROL DATA


SITE_DESC W BAKERVIEW RD AND W MAPLEWOOD

AVE AT SOUTHWEST CORNER IN SIGNAL

LIGHT POLE BASE


Monument Type:


656,279.0000

1,234,313.0000 181.9880

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM AT SW QUADR. BAKERVIEW RD & W.

MAPLEWOOD AVE.

Point Description:




101/13/2016Mon# 5855






SURVEY CONTROL DATA


SITE_DESC AT NORTHEAST CORNER OF MCLEOD RD

AND WEST RUSLEY DR IN NORTHWEST

CORNER OF ELECTRIC VAULT




654,616.0000

1,237,429.0000 133.8140

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN BASE OF ELEC. BOX AT NE QUADR.

MCLEOD RD & W. RUSLEY DR

Point Description:




101/13/2016Mon# 5856






SURVEY CONTROL DATA


SITE_DESC NORTHWEST AVE AND BIRCHWOOD AT

NORTHEAST CORNER OF BRIDGE

SIDEWALK




651,393.0000

1,239,593.0000 86.5180

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CURB AT SE QUADR. NORTHWEST

AVE & BIRCHWOOD AVE

Point Description:




651,393.4314

1,239,592.9549 86.5200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0503Project No.:

C-ASM-COB-5858Point Description:


FB 1008-1,2Comments:


101/13/2016Mon# 5858






SURVEY CONTROL DATA


SITE_DESC N SIDE OF BIRCHWOOD AVE AT

SQUALICUM PKWY IN CORNER OF

ELECTRIC VAULT AT UROLOGY OFFICE..




652,512.0000

1,244,355.0000 102.1700

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC ELEC. VAULT ON N. SIDE

BIRCHWOOD AVE, S. OF #340

Point Description:




101/13/2016Mon# 5859






SURVEY CONTROL DATA


SITE_DESC NORTHEAST CORNER OF SQUALICUM

WAY AND WEST HOSPITAL EMERGENCY

ENTRANCE




651,487.0000

1,244,340.0000 137.5870

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN TOP OF CURB N. OF EMERGENCY

(WEST) ENTRANCE ST JOSEPH'S MEDICAL

Point Description:




101/13/2016Mon# 5860






SURVEY CONTROL DATA


SITE_DESC TOP OF ELECTRIC VAULT AT 3130

SQUALICUM PARKWAY (E OF ELLIS)




650,621.0000

1,245,963.0000 154.8080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC ELEC VAULT ON S. SIDE

SQUALICUM PKWY, N. OF #3130

Point Description:




101/13/2016Mon# 5861






SURVEY CONTROL DATA


SITE_DESC JAMES ST RD AT MCLEOD RD, 15 FEET

EAST OF EAST EDGE OF PAVEMENT & 30

FT N OF MCLEOD




654,398.0000

1,607,131.0000 162.2750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM ON E. SIDE JAMES ST / 30' N. OF E.

MCLEOD RD

Point Description:




101/13/2016Mon# 5862






SURVEY CONTROL DATA


SITE_DESC MCLEOD RD W OF MERIDIAN. LOCATED IN

CONCRETE WALK AT EAST SIDE OF WDOT

SIGNAL BUILDING.




654,573.0000

1,240,811.0000 108.3130

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ES-0425Project No.:

C.O.B. BM IN CONC SIDEWALK NEAR SE CNR

WSDOT SIGNALS MAINTENANCE BLDG, #2600

Point Description:


FB 918 WSDOT MonComments:


101/13/2016Mon# 5863






SURVEY CONTROL DATA


SITE_DESC ALABAMA & FRANKLIN AT SE CORNER

BENCH MARKCorner Type: USED FOR DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

PUNCH MARK AT HIGH POINT OF SW BOLT ON LIGHT POLE AT

SE QUAD

Remarks:

647,297.0000

1,245,543.0000 121.8980

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







WILSON ENGINEERING LLC.Vertical Calc By:CITY OF BELLINGHAM/SURVEYHorizontal Calc By:

ES-0425Project No.:

C-BM SW BOLT LIGHT POLE SE.QUAD ALABAMA

&FRANKLIN

Point Description:




101/13/2016Mon# 5864






SURVEY CONTROL DATA


SITE_DESC 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:

SE BOLT ON STREET LIGHT BASE AT SW CORNER PUGET & S

ENTRANCE TO CIVIC FIELD PARKING LOT

Remarks:

641,124.0000

1,248,933.0000 161.3100

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BM SE BOLT LIGHT POLE SW QUAD PUGET &

SOUTH ENTRY CIVIC FIELD PARKING

Point Description:




101/13/2016Mon# 5865






SURVEY CONTROL DATA


SITE_DESC WOBURN (YEW) ST N OF LAKEWAY ON E

SIDE OPPOSITE YARD WASTE SITE


DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

NW BOLT LIGHT BASE AT E SIDE WOBURN OPPOSITE YARD

WASTE RECYCLING SITE

Remarks:

641,119.0000

1,252,016.0000 247.8400

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BM NW BOLT LIGHT STDRD E.SIDE WOBURN N.

OF FUNERAL HOME P.LOT

Point Description:




101/13/2016Mon# 5866






SURVEY CONTROL DATA


SITE_DESC WOBURN ST ON E SIDE, N OF OLD

WOBURN


DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

NW BOLT OF LIGHT POLE ON E SIDE WOBURN NEAR BAYVIEW

CEMETERY, N OF OLD WOBURN APPROX. 700 FT. S/O THE

INTERSECTION OF WOBURN & FRASER.

Remarks:

170.6610

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





ES-0425Project No.:

C-BM NW BOLT LIGHT STDRD E.SIDE WOBURN 50'

S. OF P.POLE #6073

Point Description:




101/13/2016Mon# 5867






SURVEY CONTROL DATA


SITE_DESC PROSPECT & BAY & HOLLY AT NORTHERLY

CORNER

BENCH MARKCorner Type: REFERENCE MON

FOR SURVEY

CONTROL NETWORK

Corner Description:


NAVD88 BENCHMARK SET BY WILSON AS REPLACEMENT FOR

#5595 THAT WAS DESTROYED BY CONSTRUCTION

Remarks:

61.9400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0163Project No.:

C-MON COB BM 5869Point Description:


FB 995-1Comments:


101/13/2016Mon# 5869






SURVEY CONTROL DATA


SITE_DESC SW CORNER ALABAMA & ELECTRIC &

DAKIN IN SIDEWALK



MONUMENT HAS DESTROYED BY PROJECT ES-0459Remarks:

647,028.0000

1,257,504.0000 324.0750

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SW QUAD

ALABAMA/ELECTRIC/N.SHORE

Point Description:




101/13/2016Mon# 5870






SURVEY CONTROL DATA


SITE_DESC NE CORNER ALABAMA & BIRCH IN

SIDEWALK




647,117.0000

1,256,284.0000 375.4190

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NE QUAD ALABAMA &

BIRCH

Point Description:




101/13/2016Mon# 5871






SURVEY CONTROL DATA


SITE_DESC S SIDE ALABAMA & 115 FT E OF ERIE

TERRACE IN SIDEWALK




647,104.0000

1,254,538.0000 266.7120

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON ALABAMA 150' E. OF

ERIE TERRACE

Point Description:




101/13/2016Mon# 5872






SURVEY CONTROL DATA


SITE_DESC NE CORNER ALABAMA & YEW IN CURB E

OF RAMP




647,204.0000

1,252,326.0000 121.9170

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NE QUAD ALABAMA &

YEW

Point Description:




101/13/2016Mon# 5873






SURVEY CONTROL DATA


SITE_DESC SE CORNER ALABAMA & PACIFIC IN

SIDEWALK S OF RAMP


Monument Type:


647,198.0000

1,249,023.0000 108.3010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SE QUAD PACIFIC &

ALABAMA

Point Description:




101/13/2016Mon# 5874






SURVEY CONTROL DATA


SITE_DESC SE CORNER ALABAMA & JAMES IN

SIDEWALK BETWEEN RAMPS




647,254.0000

1,246,940.0000 105.6040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SE QUAD JAMES &

ALABAMA

Point Description:




101/13/2016Mon# 5875






SURVEY CONTROL DATA


SITE_DESC SE CORNER ALABAMA & CORNWALL IN

SIDEWALK N OF RAMP




647,312.0000

1,244,485.9540 120.0510

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SE QUAD CORNWALL &

ALABAMA

Point Description:




101/13/2016Mon# 5876






SURVEY CONTROL DATA


SITE_DESC W SIDE CORNWALL IN SIDEWALK AT S

END BHAM HIGH SCHOOL BLDG




644,907.0000

1,244,427.0000 67.9060

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON S.SIDE BHS @

CORNWALL

Point Description:




101/13/2016Mon# 5877






SURVEY CONTROL DATA


SITE_DESC SE CORNER GIRARD & COMMERCIAL &

YOUNG IN LARGE CONC AREA BEHIND

SIDEWALK




644,682.0000

1,243,697.0000 60.9930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON YOUNG & COMMERCIALPoint Description:




101/13/2016Mon# 5878






SURVEY CONTROL DATA

5879Monument ID: BEL 027Other Reference ID:

SITE_DESC BEL 027 MON AT NW CORNER OF ELLIS &

YORK

BENCH MARKCorner Type: BEL 027 WSDOT

AERIAL CONTROL?

Corner Description:


USED FOR DATUM MODERNIZATION TO NAVD88Remarks:

59.8940

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-ADS ALUM, DISK BEL027 ELLIS & YORKPoint Description:




101/13/2016Mon# 5879






SURVEY CONTROL DATA


SITE_DESC IN NEW SIDEWALK S OF HOLLY & W OF

ELLIS




640,779.0000

1,245,033.0000 169.1480

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:







LARRY STEELE & ASSOCIATESVertical Calc By:CITY OF BELLINGHAM/SURVEYHorizontal Calc By:

ES-0425Project No.:

BRASS MON IN SIDEWALK SW CORNER OF HOLLY

& ELLIS

Point Description:




ELEVATIONS

Comments:


640,779.0000

1,245,033.0000 169.1480

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON JERSEY/HOLLY/ELLISPoint Description:




101/13/2016Mon# 5880






SURVEY CONTROL DATA


SITE_DESC IN SIDEWALK AT ELY CORNER HOLLY &

FOREST BETWEEN RAMPS (BY AUTO

PARTS STORE)




641,774.0000

1,244,131.0000 114.1690

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON FOREST & HOLLYPoint Description:




101/13/2016Mon# 5881






SURVEY CONTROL DATA


SITE_DESC NW CORNER LINCOLN & LAKEWAY IN

CONC BASE PED LIGHT POLE




640,734.0000

1,247,313.0000 155.1790

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MONNW QUAD LINCOLN &

LAKEWAY

Point Description:




640,734.0000

1,247,313.0000 155.1780

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON IN LIGHT BASE AT NW CORNER OF

LINCOLN & LAKEWAY

Point Description:




ELEVATIONS

Comments:


101/13/2016Mon# 5882






SURVEY CONTROL DATA


SITE_DESC N SIDE FRASER IN NEW CURB APPROX 150

FT E OF LINCOLN




643,226.0000

1,247,586.0000 71.3010

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON FRASER E. OF LINCOLNPoint Description:




101/13/2016Mon# 5883






SURVEY CONTROL DATA


SITE_DESC SW CORNER FRASER & PUGET IN

SIDEWALK W OF RAMP




643,124.0000

1,249,192.0000 64.9020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SW.QUAD PUGET &

FRASER

Point Description:




101/13/2016Mon# 5884






SURVEY CONTROL DATA


SITE_DESC NW CORNER PUGET & GLADSTONE IN

SIDEWALK W OF RAMP


Monument Type:


642,161.0000

1,249,065.0000 117.8450

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NW QUAD PUGET &

GLADSTONE

Point Description:




101/13/2016Mon# 5885






SURVEY CONTROL DATA


SITE_DESC AT NE CORNER LAKEWAY & WOBURN ON

NW CORNER OF TRAFFIC LIGHT BASE




640,825.0000

1,252,178.0000 281.6320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NE QUAD LAKEWAY &

YEW

Point Description:




101/13/2016Mon# 5886






SURVEY CONTROL DATA


SITE_DESC N SIDE LAKEWAY & W OF KENOYER IN SE

CORNER CONC SLAB FOR ABANDONED

BUS STOP




641,490.0000

1,253,976.0000 315.9900

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NW QUAD LAKEWAY &

KENOYER

Point Description:




101/13/2016Mon# 5887






SURVEY CONTROL DATA


SITE_DESC SE CORNER ELECTRIC & BIRCH IN

SIDEWALK NE OF RAMP



MONUMENT DESTROYED BY CONSTRUCTION OF ES-0241.Remarks:

642,122.0000

1,256,150.0000 346.7670

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SE QUAD BIRCH &

ELECTRIC

Point Description:




101/13/2016Mon# 5888






SURVEY CONTROL DATA


SITE_DESC NW CORNER JAMES & IOWA IN SIDEWALK

W OF SIGNAL POLE




644,926.0000

1,246,776.0000 64.3150

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON INT JAMES/STATE/IOWAPoint Description:




101/13/2016Mon# 5889






SURVEY CONTROL DATA


SITE_DESC SW CORNER IOWA & PACIFIC IN NW

CORNER CONC SIGNAL BASE




644,812.0000

1,248,916.0000 59.0950

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON SW QUAD IOWA &

PACIFIC

Point Description:




101/13/2016Mon# 5890






SURVEY CONTROL DATA


SITE_DESC E SIDE WOBURN IN SIDEWALK ACROSS

FROM FRASER




643,033.0000

1,251,585.0000 136.2950

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON E.SIDE FRASER &

WOBURN

Point Description:




101/13/2016Mon# 5891






SURVEY CONTROL DATA


SITE_DESC ENTRANCE TO WATER TREATMENT PLANT

IN CONC BASE OF TOUCH-KEY SECURITY

BOX




642,779.0000

1,254,815.0000 285.5140

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON WATER PLANTPoint Description:




101/13/2016Mon# 5892






SURVEY CONTROL DATA


SITE_DESC S SIDEWALK ON LAKE CREST DR APPROX

115 FT E OF CRESTLINE DR




644,689.0000

1,255,618.0000 362.0740

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON LAKECREST DR. @ RES.

#1921

Point Description:




101/13/2016Mon# 5893






SURVEY CONTROL DATA


SITE_DESC S SIDE KENTUCKY IN CURB APPROX 125

FT E OF MICHIGAN




645,109.0000

1,253,028.0000 191.3240

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON KENTUCKY E. of

MICHIGAN

Point Description:




101/13/2016Mon# 5894






SURVEY CONTROL DATA


SITE_DESC ALABAMA IN SIDEWALK AT S SIDE OVER

I-5. WSDOT MONUMENT


DATUM

MODERNIZATION TO

NAVD88

Corner Description:


WSDOT 3.5 IN BRASS DISK IN CONC SIDEWALK ON S SIDE

ALABAMA OVER I-5. (STAMPED STA 123+48.29)

Remarks:

647,257.0000

1,247,683.0000 111.9210

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS WSDOT STA 123+48.29 MON @ S.SIDE

ALABAMA/I-5 UNDERPASS

Point Description:




101/13/2016Mon# 5895






SURVEY CONTROL DATA


SITE_DESC MEADOR & STATE AT NE CORNER IN

SIGNAL BASE


DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

SOUTH-MOST BOLT ON SIGNAL STANDARD AT NE SIDE MEADOR,

NE QUAD INTERSECTION

Remarks:

643,925.0000

1,245,846.0000 63.3960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BM S BOLT SIGNAL STDRD NE QUAD

MEADOR/KANSAS/STATE

Point Description:




643,925.0620

1,245,845.5870 63.4000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:

C-RRS-S.BOLT-LITE POLEPoint Description:


FB 992-1Comments:


101/13/2016Mon# 5896






SURVEY CONTROL DATA


SITE_DESC LAKEWAY DR & ST PAUL ST AT SE

CORNER


DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

NW BOLT ON LIGHT STANDARD AT SE QUAD LAKEWAY & ST

PAUL

Remarks:

640,742.0000

1,249,890.0000 229.1110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BM NW BOLT LIGHT STDRD SE QUAD ST.PAUL &

LAKEWAY

Point Description:




101/13/2016Mon# 5897






SURVEY CONTROL DATA


SITE_DESC LAKEWAY DR AT N SIDE BETWEEN

VERONA & OLD LAKEWAY


DATUM

MODERNIZATION TO

NAVD88

Corner Description:

BOLTMonument Type:

SW BOLT OF LIGHT STANDARD AT N SIDE LAKEWAY DR NEAR

VERONA ST

Remarks:

640,820.0000

1,250,820.0000 264.5350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BM SW BOLT LIGHT STDRD N.SIDE LAKEWAY E.

OF VERONA

Point Description:




101/13/2016Mon# 5898






SURVEY CONTROL DATA


SITE_DESC S STATE ST & DICKENS AVE W OF

PAVEMENT BETWEEN HC PARKING STALL

AND LIGHT POLE. ACROSS FROM RES #341




636,456.0000

1,238,436.0000 81.0920

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON IN CONC. BY LIGHT POLE AT STATE &

DICKENS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5900






SURVEY CONTROL DATA


SITE_DESC E SIDE S STATE ST N OF 13TH ST AT SW

CORNER CONC PAD OF BUS STOP




635,618.0000

1,237,867.0000 75.5900

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BUS STOP, E SIDE STATE ST, N OF

13TH ST

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5901






SURVEY CONTROL DATA


SITE_DESC W SIDE 11TH ST N OF EASTON AT BACK OF

WALK IN FRONT OF FIRE HYDRANT




634,790.3770

1,237,219.0650 72.5000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0163Project No.:

C-BDB COBPoint Description:


FB 992-1Comments:


634,790.0000

1,237,219.0000 72.4990

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP MON AT BW BY FIRE HYDRANT, W SIDE 11TH

ST, SOUTH OF BAYVIEW

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5902






SURVEY CONTROL DATA


SITE_DESC E SIDE 11TH ST N OF GAMBIER & S OF

DOUGLAS, IN LAWN BETWEEN NO

PARKING SIGN AND EDGE OF PAVEMENT




633,112.0000

1,237,315.0000 89.1070

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP IN CONC, BETWEEN EP & SIGN, E SIDE 11TH,

BETWEEN GAMBIER & DOUGLAS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5903






SURVEY CONTROL DATA


SITE_DESC NE CORNER 12TH & HARRIS IN SIDEWALK

BULB-OUT 1 FT BACK OF CURB BETWEEN

RAMPS




631,870.0000

1,237,595.0000 88.9560

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT NE COR. OF 12TH & HARRIS 1' BACK CURB

BETWEEN RAMPS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5904






SURVEY CONTROL DATA


SITE_DESC NEAR FAIRHAVEN STATION AT NE CORNER

4TH & HARRIS. 1 FT BACK OF CURB S OF

RAMP




631,909.0740

1,235,355.6190 12.6900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ET-0029Project No.:

C-MON-COB #5905Point Description:


FB 1016-1Comments:


631,909.0000

1,235,356.0000 12.6890

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT NE COR 4TH & HARRIS 1' BACK

CURB S. OF RAMP

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5905






SURVEY CONTROL DATA


SITE_DESC AT SW CORNER 6TH & COWGILL. 1 FT N OF

WLY FENCE CORNER IN GRAVEL AREA.




630,355.0000

1,235,842.0000 61.8440

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT SW COR 6TH & COWGILL 1' NORTH OF WLY

FENCE COR

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5906






SURVEY CONTROL DATA


SITE_DESC SE CORNER 12TH & OLD FAIRHAVEN

PARKWAY, S OF RAMP, 1 FT FROM FACE

OF WALK




630,896.0000

1,237,582.0000 105.7830

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT SE COR 12TH & FAIRHAVEN PKWY 1' FACE

WALK S. OF RAMP

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5907






SURVEY CONTROL DATA


SITE_DESC S OF OLD FAIRHAVEN PARKWAY & E OF

16TH AT NE CORNER CONC PAD FOR BUS

SHELTER




630,374.0000

1,238,851.0000 117.3150

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT NE COR BUS SHELTER S OF FAIRHAVEN

PKWY E. OF 16TH

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5908






SURVEY CONTROL DATA


SITE_DESC S SIDE OLD FAIRHAVEN PARKWAY AT E

SIDE WALKWAY TO #2600 (FAIRHAVEN

ESTATES)




629,712.0000

1,242,257.0000 122.1020

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP E. SIDE WALKWAY S. SIDE FAIRHAVEN PKWY,

RES # 2600

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5909






SURVEY CONTROL DATA


SITE_DESC OLD FAIRHAVEN PARKWAY AT OLD 32ND

ST, W OF I-5 ON N SIDE AT BALK OF WALK.




629,684.0000

1,243,970.0000 176.8810

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP N. SIDE OF SIDEWALK, INTER FAIRHAVEN

PKWY & 32ND

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5910






SURVEY CONTROL DATA


SITE_DESC 32ND ST & APPROX 50 FT N OF MCKENZIE

AT W BACK OF WALK




631,407.0000

1,244,012.0000 182.6570

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT WEST BACKWALK ON 32ND, 50' NORTH OF

MCKENZIE

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5911






SURVEY CONTROL DATA


SITE_DESC W SIDE OF 32ND ST S OF ADAMS AT SLY

ENTRANCE TO #700, IN BACK OF WALK BY

RAMP




634,200.0000

1,244,067.0000 176.4350

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT W.BACKWALK AT RAMP ON 32ND ST, S

ENTRANCE TO RES#700

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5912






SURVEY CONTROL DATA


SITE_DESC S SIDE FIELDING AVE W OF FREEWAY

ON-RAMP AT BACK OF WALK BY FIRE

HYDRANT. E OF BUS SHELTER.




635,277.0000

1,244,848.0000 193.1970

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT S.SIDE FIELDING AT BACKWALK, W.OF I-5

RAMP, BY FH

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5913






SURVEY CONTROL DATA


SITE_DESC E SIDE LINCOLN ST N OF BYRON. AT S END

OF WWU BUS STOP IN BACK OF WALK BY

GARBAGE CAN




636,874.0000

1,246,407.0000 184.3320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT S END WWU BUS STOP, E. SIDE LINCOLN, N

OF BYRON

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5914






SURVEY CONTROL DATA


SITE_DESC E SIDE LINCOLN ST N OF SLY ENTRANCE

TO LAKEWAY MOBILE ESTATES. AT BACK

OF WALK IN FRONT OF SIGN.




638,485.0000

1,246,784.0000 162.3380

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT BW BY SIGN, E SIDE LINCOLN AT SLY DWY

MOBILE ESTATES

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5915






SURVEY CONTROL DATA


SITE_DESC E SIDE LINCOLN ST AT N ENTRANCE OF

LAKEWAY MOBILE ESTATES. AT SW

CORNER UTILITY VAULT, S OF LAKEWAY

CENTER.




640,168.0000

1,247,352.0000 161.4760

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT SW COR VAULT, E SIDE LINCOLN AT NORTH

ENTRANCE TO MOBILE ESTATES

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5916






SURVEY CONTROL DATA


SITE_DESC NE CORNER JERSEY & MAPLE AT

INTERSECTION OF BACK OF WALKS




640,039.0000

1,244,369.0000 192.8080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BACK WALK, EASTERLY CORNER

JERSEY & MAPLE

Point Description:




ELEVATIONS

Comments:


640,039.0000

1,244,369.0000 192.8080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

C-BDS 2008 NAVD88 MON NW.QUAD JERSEY &

MAPLE

Point Description:




101/13/2016Mon# 5919






SURVEY CONTROL DATA


SITE_DESC SW CORNER MAPLE & GARDEN AT

INTERSECTION OF SIDEWALKS IN FRONT

OF CHURCH




640,798.0000

1,243,549.0000 145.2320

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT INTER OF SIDEWALK, WESTERLY

CORNER GARDEN & MAPLE

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5920






SURVEY CONTROL DATA


SITE_DESC S SIDE BILL MCDONALD PARKWAY, E OF

RES #3108. 1 FT N OF BACK OF WALK, 6 FT

N OF TEL RISER




635,791.0000

1,243,886.0000 266.4520

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP 1' N. OF BACKWALK, 6' N OF TELERISER S.

SIDE BILL MCDONALD, E. RES #3108

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5921






SURVEY CONTROL DATA


SITE_DESC 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



BM HAS BEEN DESTROYED BY ES-0358. (SEE MONUMENT 6119)

BM SET FOR DATUM MODERNIZATION TO NAVD88

Remarks:

634,022.0000

1,241,662.0000 243.3960

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BACKWALK, SW COR BILL

MCDONALD PKWY & 25TH ST

Point Description:


BENCHMARK DESTROYED BY

ES-0358. FB 918-11

Comments:


101/13/2016Mon# 5922






SURVEY CONTROL DATA


SITE_DESC SW CORNER BILL MCDONALD PARKWAY &

21ST ST, 0.5 FT FROM BACK OF WALK, 18

FT SLY OF SIGNAL POLE.




634,150.0000

1,240,511.0000 261.5740

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BACKWALK, SW COR BILL

MCDONALD & 21ST, 18' SLY SIGNAL POLE

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5923






SURVEY CONTROL DATA


SITE_DESC E SIDE 21ST ST BETWEEN DOUGLAS &

KNOX NEAR RES #1021. LOCATED 1 FT W

OF BACK OF WALK & 9 FT W OF PP




632,872.0000

1,240,482.0000 219.1260

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BACKWALK, 9'W OF PP, E SIDE

21ST, BETWEEN DOUGLAS & KNOX

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5924






SURVEY CONTROL DATA


SITE_DESC AT SE CORNER 21ST ST & HARRIS AVE.

LOCATED 1 FT FROM BACK OF WALK IN

FRONT OF PP




631,755.0000

1,240,464.0000 140.1110

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BRASS MON AT BACKWALK IN FRONT OF PP, SE

COR 21ST & HARRIS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5925






SURVEY CONTROL DATA


SITE_DESC SW CORNER 16TH ST & HARRIS AVE.

LOCATED 1 FT FROM BACK OF WALK IN

FRONT OF PP BY FIRE STATION.




631,795.0000

1,238,759.0000 136.9340

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT BACKWALK IN FRONT OF PP BY FIRE

STATION, SW COR 16TH & HARRIS

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5926






SURVEY CONTROL DATA


SITE_DESC SE CORNER WEST COLLEGE WAY & BILL

MCDONALD PARKWAY. LOCATED 1.5 FT

BEHIND FACE OF CURB & 5 FT FROM

SIGNAL POLE.




635,697.0000

1,240,972.0000 311.8560

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP 1.5' FROM F/C, 5' NW SIGNAL POLE, SE COR

W.COLLEGE WAY MCDONALD PKWY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5927






SURVEY CONTROL DATA


SITE_DESC NWLY SIDE HIGH ST IN FRONT OF WWU

BOOKSTORE. LOCATED ON TOP OF

RETAINING WALL AT CORNER BETWEEN

BOOKSTORE & ROADWAY.




638,418.0000

1,241,620.0000 315.2550

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT TOP COR OF RET. WALL, NWLY SIDE HIGH

ST. IN FRONT OF WWU BOOK STORE

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5928






SURVEY CONTROL DATA


SITE_DESC NLY SIDE INDIAN ST AT WYE

INTERSECTION WITH HIGH ST. LOCATED

IN SIDEWALK 1 FT FROM FACE OF CURB

BY LIGHT POLE.




639,273.0000

1,242,562.0000 268.9910

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP 1' FROM FACE CURB BY LIGHT POLE AT WYE

INTERSECTION OF INDIAN & HIGH ST

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5929






SURVEY CONTROL DATA


SITE_DESC N CORNER E MYRTLE & INDIAN. LOCATED

2 FT E OF STREET LIGHT IN SIDEWALK.




639,608.9611

1,243,343.5411 227.5000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0448Project No.:

Z BSM 5930Point Description:




639,609.0000

1,243,344.0000 227.5040

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT N.CORNER OF MYRTLE & INDIAN ST, 2' E.

OF LIGHT POLE IN SIDEWALK

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5930






SURVEY CONTROL DATA


SITE_DESC NLY SIDE BILL MCDONALD PARKWAY AT

FERRY ST. LOCATED IN CONCRETE BASE

OF PEDESTRIAN CROSSWALK SIGNAL

BASE.



MONUMENT DESTROYED 10/23/13. BM SET FOR DATUM

MODERNIZATION TO NAVD88

Remarks:

635,259.0000

1,242,884.0000 303.2930

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP IN PED. SIGNAL BASE, NLY SIDE BILL

MCDONALD PKWY AT FERRY ST.

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5931






SURVEY CONTROL DATA


SITE_DESC 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.




636,211.0000

1,240,503.0000 406.2080

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP IN LIGHT BASE, ABOUT 145' S. GAMMA BLDG

10, ELY SIDE W.COLLEGE WAY

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5932






SURVEY CONTROL DATA


SITE_DESC NE CORNER WEST COLLEGE WAY &

HIGHLAND DR. LOCATED AT BACK OF

WALK, NEXT TO RAMP & ACROSS FROM

BUS SHELTER.




636,712.0000

1,240,449.0000 432.1860

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT BACKWALK, NE COR W. COLLEGE WAY &

HIGHLAND DR NEXT TO RAMP

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5933






SURVEY CONTROL DATA


SITE_DESC HIGH ST & W CAMPUS WAY & HIGHLAND

DR. LOCATED IN NLY TIP OF TRAFFIC

TRIANGLE ISLAND.




637,895.0000

1,241,109.0000 337.1630

0.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0425Project No.:

BP AT NLY TIP OF TRAFFIC ISLAND, INTER OF

HIGH ST, W. CAMPUS WAY & HIGHLAND

Point Description:


FB 918-11Comments:


101/13/2016Mon# 5934






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & HOLLYWOOD AT NW

CORNER

BENCH MARKCorner Type: TBM RR SPIKE IN PPCorner Description:


TBM 920-2-33 - RR SPIKE IN E FACE PP#465403-159175 AT NW

QUAD. 0.2 FT A.G.

Remarks:

161.1100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:

TBM 920-2-33 RR SPIKE IN PP STA 24+70 35'LPoint Description:




101/13/2016Mon# 6028






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD AVE W OF WILLOWOOD ON

SLY SIDE


GUY POLE

Corner Description:


TBM 920-2-31 RR SPIKE IN N FACE OF GUY POLE ON S SIDE

ALDERWOOD AVE, N OF RES #3403, 0.2 FT A.G.

Remarks:

157.9900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:

TBM 920-2-31 RR SPIKE IN GUY POLE STA 33+54

18'L

Point Description:




101/13/2016Mon# 6029






SURVEY CONTROL DATA


SITE_DESC CHERRYWOOD & BENNETT AT NE CORNER

BENCH MARKCorner Type: TBM 920-2-33A RR

SPIKE IN PP

Corner Description:


TBM 920-2-33A RR SPIKE IN SW FACE OF PP #465400-159360 IN

NE QUAD CHERRYWOOD & BENNETT, 0.15 A.G.

Remarks:

173.3300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:

TBM 920-2-33A RR SPIKE IN PP STA 10+28 29'LPoint Description:




101/13/2016Mon# 6030






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD AVE ON N SIDE NEAR RES

#3100


SPIKE IN PP

Corner Description:


TBM 920-2-34A RR SPIKE IN PP 465331-159527 ON N SIDE

ALDERWOOD AVE 0.2 FT A.G.

Remarks:

159.5200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:




CITY OF BELLINGHAM/SURVEYVertical Calc By:Horizontal Calc By:

EU-0150Project No.:

TBM 920-2-34A RR SPIKE IN PP STA 61+86 17'LPoint Description:




101/13/2016Mon# 6032






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & CHERRYWOOD AT NW

CORNER

BENCH MARKCorner Type: TBM 920-2-34 RR

SPIKE IN PP

Corner Description:


TBM 920-2-34 RR SPIKE IN E FACE OF PP #465335-159609 AT NW

QUAD

Remarks:

133.7800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:





101/13/2016Mon# 6033






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & BENNETT AT NE CORNER


SPIKE IN PP

Corner Description:


TBM 920-2-29A RR SPIKE IN W FACE OF PP #465335-159358 AT NE

QUAD ALDERWOOD & BENNETT. 1 FT A.G.

Remarks:

159.2200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:

TBM 920-2-29A RR SPIKE STA 45+12 31'LPoint Description:




101/13/2016Mon# 6034






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & LAURELWOOD AT NE

CORNER

BENCH MARKCorner Type: TBM 920-2-29 RR

SPIKE IN PP

Corner Description:


TBM 920-2-29 RR SPIKE IN S FACE OF PP #465332-159452 IN NE

QUAD ALDERWOOD & LAURELWOOD. 0.2FT A.G.

Remarks:

159.0900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0150Project No.:





101/13/2016Mon# 6035






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD PT W OF WILLOWOOD



Remarks:

653,539.0147

1,232,618.5983 158.2400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:

BRASS DISKPoint Description:


FB 920-2 STA 33+25.14Comments:


101/13/2016Mon# 6036






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & WILLOWOOD



Remarks:

653,390.5801

1,232,888.2921 156.1400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:

BRASS DISK PROJ PNT 41Point Description:


FB 920-2 STA 36+33.61Comments:


101/13/2016Mon# 6037






SURVEY CONTROL DATA


SITE_DESC ALDERWOOD & REDWOOD



AT Y POINT OF INTERSECTION NEAR ENTRANCE TO VILLAGE

APTS

Remarks:

653,284.2003

1,233,396.2001 154.5700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.


ENGINEERING, INC.

Horizontal Calc By:

EU-0150Project No.:

BRASS DISK PROJ PNT 42Point Description:


FB 920-2Comments:


101/13/2016Mon# 6038






SURVEY CONTROL DATA


SITE_DESC 4TH NEAR S SIDE OF COWGILL

UNKNOWNCorner Type: Corner Description:


Remarks:

630,337.3500

1,235,287.1000 81.5800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 6039






SURVEY CONTROL DATA


SITE_DESC POST POINT WASTEWATER TREATMENT

PLANT POC ON S BOUNDARY

LOT CORNERCorner Type: Corner Description:


Remarks:

630,715.2800

1,233,853.0700 51.9200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








Project No.:





101/13/2016Mon# 6040






SURVEY CONTROL DATA


SITE_DESC 23RD & BILL MCDONALD PARKWAY N OF

CL MON

UNKNOWNCorner Type: Corner Description:


5 FT N OF MON #5270Remarks:

634,065.7400

1,241,147.1300 231.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-FND-BC PROJ POINT #183Point Description:


FB 926Comments:


101/13/2016Mon# 6097






SURVEY CONTROL DATA


SITE_DESC E LINE 25TH ST & N LINE VACATED

EASTON AT PARK BOUNDARY



Remarks:

634,495.4200

1,241,736.1700 282.8700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








INC.

Horizontal Calc By:

ES-0358Project No.:

C-FND-MON PROJ PNT #190Point Description:


FB 926Comments:


101/13/2016Mon# 6098






SURVEY CONTROL DATA


SITE_DESC CONSOLIDATION & 38TH



Remarks:

637,240.1400

1,246,319.7250 184.4300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:



FB 947-1. PROJECT POINT #220Comments:


101/13/2016Mon# 6114






SURVEY CONTROL DATA


SITE_DESC IN TRAFFIC ISLAND AT INTERSECTION OF

CHUCKANUT DRIVE, PARK RIDGE ROAD

CADASTRAL SURVEY REFERENCE POINT 2004Corner Type: Corner Description:


REFERENCE MONUMENT SET TO REPLACE 5195 THAT WAS

DESTROYED DURING CONSTRUCTION OF EU-0150

Remarks:

630,302.9940

1,237,557.1660

48 42 57.259165

122 30 07.66913

109.6390

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:


-11456Convergence:

1.0000000000Combined Grid Factor:







EU-0150Project No.:

IN TRAFFIC ISLAND AT INTERSECTION OF

CHUCKANUT DRIVE, PARK RIDGE ROAD

Point Description:

Coordinate Source:

THIS REFERENCE MONUMENT

REPLACED 5195 WHICH WAS

DESTROYED DURING

Comments:


101/13/2016Mon# 6118






SURVEY CONTROL DATA


SITE_DESC BRASS PLUG WITH DIMPLE SET IN CURB

BEHIND CATCH BASIN JUST WEST OF THE

NW QUADRANT OF THE INTERSECTION.



BP WAS SET TO REPLACE MONUMENT 5922 ON THE SW

QUADRANT OF THE INTERSECTIONS WHICH WAS DESTROYED

DURING CONSTRUCTION OF ES-0358.

Remarks:

243.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


ES-0358Project No.:

BRASS MON WITH DIMPLEPoint Description:


ELEVATION IS 243.00 BUT

APPLICATION TRUNKATES .OO FB

933-1

Comments:


101/13/2016Mon# 6119






SURVEY CONTROL DATA


SITE_DESC 34TH AND DONOVAN ON WEST SIDE

BENCH MARKCorner Type: TBM-RR SPIKE IN PPCorner Description:


TBM- RR SPIKE E. FACE PP#463069/160451 ON W. SIDE 34TH ST.

35' S. OF CL DONOVAN AVE. (0.2 ABOVE GRADE

Remarks:

256.8500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


EU-0155Project No.:

Point Description:


FB 930 SERIESComments:


101/13/2016Mon# 6163






SURVEY CONTROL DATA


SITE_DESC WEST SIDE OF 34TH ST. 90' NORTH OF RES

#1306.



SET RR SPIKE E FACE PP# 463155/160454Remarks:

250.3000

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0155Project No.:

Point Description:




101/13/2016Mon# 6164






SURVEY CONTROL DATA


SITE_DESC WEST SIDE OF 34TH ST. 35' NORTH OF CL

CONC. D-WAY TO RES. #1024.



SET RR SPIKE IN PP #463241/160456Remarks:

274.8800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0155Project No.:

Point Description:




101/13/2016Mon# 6165






SURVEY CONTROL DATA


SITE_DESC ALLEY BETWEEN ELM AND KULSHAN @

CONNECTICUT

BENCH MARKCorner Type: RR SPIKE IN PP

#1208

Corner Description:


TBMRemarks:

84.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0151Project No.:

RR SPIKEPoint Description:


Comments:


101/13/2016Mon# 6167






SURVEY CONTROL DATA


SITE_DESC ALLEY BETWEEN ELM AND KULSHAN @

MARYLAND

BENCH MARKCorner Type: RR SPIKE IN PP

#2730

Corner Description:


TBM SETRemarks:

85.1000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0151Project No.:

RR SPIKEPoint Description:

Coordinate Source:

Comments:


101/13/2016Mon# 6168






SURVEY CONTROL DATA


SITE_DESC ELIZA AVENUE. SW CORNER CONCRETE

WATER VAULT BY RES #4035 APT #101.


VAULTMonument Type:

TBM FOR ES-0441Remarks:

175.4000

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

CONCRETE WATER VAULTPoint Description:

Coordinate Source:

FB-942-1Comments:


101/13/2016Mon# 6169






SURVEY CONTROL DATA


SITE_DESC FILED 'X' ON E. BOLT OF SIGNAL BASE AT

E. QUADRANT RAILROAD AVE. AND E.

CHESTNUT ST.

BENCH MARKCorner Type: TBM FILED X ON

BOLT

Corner Description:

X ON BOLTMonument Type:

Remarks:

73.6000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


FB 932-4Comments:


101/13/2016Mon# 6176






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP IN FRONT OF #404 20TH

STREET

BENCH MARKCorner Type: TBM - RR SPIKECorner Description:


Remarks:

359.1100

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB 940-1Comments:


101/13/2016Mon# 6177






SURVEY CONTROL DATA


SITE_DESC RR SPIKEIN PP #9502 RIDGEWAY AND

ELWOOD



Remarks:

439.4500

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB 940-1Comments:


101/13/2016Mon# 6178






SURVEY CONTROL DATA


SITE_DESC SE CORNER OF WATER METER AT #510

HIGHLAND DR.

BENCH MARKCorner Type: TBM-SE CORNER

WATER METER

Corner Description:

WATER METERMonument Type:

TBMRemarks:

415.7500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB-940-1Comments:


101/13/2016Mon# 6179






SURVEY CONTROL DATA


SITE_DESC X IN FH BOLT AT NW CORNER OF EASTON

AND RIDGEWAY.

BENCH MARKCorner Type: TBM- X ON FLANGE

BOLT OF FIRE

HYDRANT

Corner Description:

XMonument Type:

Remarks:

385.6200

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB 940-1Comments:


101/13/2016Mon# 6180






SURVEY CONTROL DATA


SITE_DESC "X " ON NE CORNER CB RIM AT RES. #721

HIGHLAND DR.

BENCH MARKCorner Type: TBM- SCRIBED "X " IN

NE CORNER CB RIM.

Corner Description:

XMonument Type:

Remarks:

377.8900

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





EU-0156Project No.:

Point Description:


FB 940-1Comments:


101/13/2016Mon# 6181






SURVEY CONTROL DATA


SITE_DESC FILED "X" ON SE BOLT OF LIGHT POLE

BASE 150' S/O W. CONNECTICUT ST. ON E

SIDE OF MERIDIAN

BENCH MARKCorner Type: TBM- FILED "X" ON

BOLT

Corner Description:

XMonument Type:

Remarks:

81.3100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


ES-0445Project No.:

Point Description:


FB 945-1Comments:


101/13/2016Mon# 6182






SURVEY CONTROL DATA


SITE_DESC FILED "X" ON SW BOLT OF LP BASE SW

QUAD MERIDIAN AND W. CONNECTICUT

BENCH MARKCorner Type: TBM - FILED "X" ON

BOLT

Corner Description:

XMonument Type:

Remarks:

81.8100

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


ES-0445Project No.:

Point Description:


FB 945-1Comments:


101/13/2016Mon# 6183






SURVEY CONTROL DATA


SITE_DESC FILED "X" ON SW BOLT ON LP BASE 200'

N/O W. CONNECTICUT ON WEST SIDE OF

MERIDIAN

BENCH MARKCorner Type: TBM- FILED "X" ON

LP BOLT

Corner Description:

XMonument Type:

Remarks:

82.5400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


ES-0445Project No.:

Point Description:


FB 945-1Comments:


101/13/2016Mon# 6184






SURVEY CONTROL DATA


SITE_DESC LINCOLN AND BYRON TO THE WEST

RIGHT-OF-WAY INTERSECTIONCorner Type: WESTCorner Description:


SEE #3347Remarks:

636,585.1930

1,246,297.0350 201.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








ES-0504Project No.:

Point Description:


Comments:


636,585.1800

1,246,297.0250 201.9200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:








EU-0159Project No.:



ELEVATION NO LONGER VALID AS

OF 5/23/12 FB 947-1 PROJECT

POINT #105

Comments:


101/13/2016Mon# 6185






SURVEY CONTROL DATA


SITE_DESC RR SPIKEIN E. FACE PP #464796/161086 ON

W. SIDE VERONA ST., 0.3' A.G.



Remarks:

134.1100

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


FB 932-3 PROJECT

POINT932-2-40-A

Comments:


101/13/2016Mon# 6186






SURVEY CONTROL DATA


SITE_DESC FILED 'X' IN TOP OF NE BOLT IN LIGHT

POLE BASE @ NE QUADR. VERONA ST.

AND ALABAMA ST.

BENCH MARKCorner Type: FILED 'X' IN TOP OF

BOLT

Corner Description:

XMonument Type:

TBM SET FOR EU-0151Remarks:

106.8500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


FB 932-3 PROJECT POINT

932-3-40-B

Comments:


101/13/2016Mon# 6187






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN NW FACE PP #464682/161085

@ NE QUADR. VERONA AND TEXAS, 0.2'

A.G.

BENCH MARKCorner Type: RR SPIKE IN PPCorner Description:


Remarks:

95.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


FB 932-3 PROJECT POINT

932-3-42-C

Comments:


101/13/2016Mon# 6188






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE IN POWER POLE #463980/160454

AT NE CORNER KEY & E. MAPLE

BENCH MARKCorner Type: GIN SPIKE IN POWER

POLE

Corner Description:


Remarks:

202.5800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:



Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 937Comments:


101/13/2016Mon# 6193






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE IN POWER POLE #463960/160474

AT NW CORNER LIBERTY AND MAPLE


POLE

Corner Description:


Remarks:

211.8400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


Comments:


101/13/2016Mon# 6194






SURVEY CONTROL DATA


SITE_DESC TOP OF GIN SPIKE IN POWER POLE

#463919/160442 AT NE CORNER LIBERTY

AND LAUREL

BENCH MARKCorner Type: TOP OF GIN SPIKE IN

POWER POLE

Corner Description:


Remarks:

250.4600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 937Comments:


101/13/2016Mon# 6195






SURVEY CONTROL DATA


SITE_DESC TOP OF GIN SPIKE IN POWER POLE

#4630086/160399 AT SE CORNER LIBERTY

AND MYRTLE


POWER POLE

Corner Description:


Remarks:

315.9700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 937Comments:


101/13/2016Mon# 6196






SURVEY CONTROL DATA


SITE_DESC TOP OF LARGE PK NAIL IN POWER POLE

#463944/160418 AT NE CORNER OF KEY

AND LAUREL

BENCH MARKCorner Type: TOP OF LARGE PK

NAIL IN POWER

POLE

Corner Description:

PK NAILMonument Type:

Remarks:

247.1500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 937Comments:


101/13/2016Mon# 6197






SURVEY CONTROL DATA


SITE_DESC SOUTH OF WEST BAKERVIEW AND WEST

OF CORDATA

BENCH MARKCorner Type: WEST BAKERVIEW

AND CORDATA

Corner Description:


BP SETRemarks:

153.5880

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 6198






SURVEY CONTROL DATA


SITE_DESC WEST BAKERVIEW AND WESTERLY

ENTRANCE TO BELLEAU WOODS



BP SETRemarks:

169.4820

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 6199






SURVEY CONTROL DATA


SITE_DESC NORTH SIDE OF BAKERVIEW ROAD E/O

PACIFIC HIGHWAY AND W/O DOVER ST.



Remarks:

191.3500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-1Comments:


101/13/2016Mon# 6200






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE SW

QUADRANT OF ORLEANS ST. & MARYLAND

ST.



BP SETRemarks:

164.0610

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 6201






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE SE

QUADRANT OF WOBURN ST. & BARKLEY

BLVD.



Remarks:

206.8080

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 6202






SURVEY CONTROL DATA


SITE_DESC IN SIDEWALK ON THE NORTH SIDE OF

BARKLEY BLVD W/O ST. PAUL ST. 1.3'

SOUTH OF NORTH EDGE BOW & 1.5' WEST

OF CL POWER VAULT



Remarks:

207.5940

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:



DENSIFICATION 2011.

Comments:


101/13/2016Mon# 6203






SURVEY CONTROL DATA


SITE_DESC BP SET IN THE SIDEWALK AT THE NW

QUADRANT OF BARKLEY BLVD. &

ORLEANS ST.



Remarks:

186.5960

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6204






SURVEY CONTROL DATA


SITE_DESC BP SET IN LIGHTBASE WEST OF THE

INTERSECTION OF 40TH ST., 40TH ST. &

SAMISH CREST DRIVE.



Remarks:

688.0700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6205






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE N/W

QUADRANT OF SAMISH CREST WAY &

PARKHURST DR.



Remarks:

684.7760

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6206






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE S/E

QUADRANT OF 40TH & MILL



Remarks:

549.3020

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6207






SURVEY CONTROL DATA


SITE_DESC BP SET IN CONCRETE PATCH ON WEST

SIDE OF SAMISH NEAR ELKS CLUB



Remarks:

267.2980

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6208






SURVEY CONTROL DATA


SITE_DESC SET OFF PAVEMENT ON THE EAST SIDE

OF SAMISH SOUTH OF TAYLOR



Remarks:

319.6380

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6209






SURVEY CONTROL DATA


SITE_DESC MON SET OFF PAVEMENT ON THE EAST

SIDE OF SAMISH NORTH OF MILL



Remarks:

368.0890

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6210






SURVEY CONTROL DATA


SITE_DESC MON SET OFF PAVEMENT ON THE WEST

SIDE OF SAMISH SOUTH OF DONOVAN

BEHIND BUS STOP



Remarks:

410.0940

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6211






SURVEY CONTROL DATA


SITE_DESC MON SET OFF PAVEMENT ON THE EAST

SIDE OF SAMISH SOUTH OF LINDSAY



Remarks:

6212.0000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6212






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE N/E

QUADRANT OF YEW ST. & ALVARADO DR.



Remarks:

320.1130

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6213






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT S/E QUADRANT

OF YEW ST. & PRINCETON CT.



Remarks:

400.5470

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6214






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK ON EAST SIDE OF

YEW ST. IN FRONT OF RESIDENCE 908

YEW ST.



Remarks:

429.6200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6215






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK ON EAST SIDE OF

YEW ST. OPPOSITE SAN JUAN BLVD.



Remarks:

509.7850

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6216






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT N/W QUADRANT

OF SAN JUAN BLVD. & SPIEDEN PL.



Remarks:

529.1450

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6217






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT NORTHERLY

QUARDRANT O F SAN JUAN BLVD. &

PACIFICVIEW DR.



Remarks:

576.9810

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6218






SURVEY CONTROL DATA


SITE_DESC BP SET IN CURB ON WEST SIDE OF PUGET

ST. WESTERLY OF THE INTERSECTION OF

PUGET & CONSOLIDATION ST.



Remarks:

467.0150

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6219






SURVEY CONTROL DATA


SITE_DESC CONCRETE MONUMENT SET IN GRASS ON

WEST SIDE OF PUGET ST. OPPOSITE

RESIDENCE 854 PUGET ST.



Remarks:

395.0990

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6220






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT S/E QUADRANT

OF PUGET ST. & EDWARDS ST.



Remarks:

313.1260

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6221






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE SET IN POWER POLE

#160201/464979 AT NE CORNER OF

PEAABODY AND INDIANA


POLE

Corner Description:

GINSPIKEMonument Type:


87.9000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-1Comments:


101/13/2016Mon# 6222






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE SET IN POWER POLE

#160239/464978 AT NW CORNER OF

VALLETTE AND INDIANA.


POLE

Corner Description:



86.4400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-1Comments:


101/13/2016Mon# 6223






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK AT THE S/W

QUADRANT OF 40TH & BENNETT



Remarks:

405.5330

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





Project No.:

Point Description:


FB 960-3Comments:


101/13/2016Mon# 6224






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN PP # 160340/464929 ON NORTH

SIDE ILLINOIS AT SUMMER & ILLINOIS

BENCH MARKCorner Type: TBM RR SPIKE IN

POWER POLE

NORTH SIDE OF

ILLINOIS

Corner Description:


TBM FOUND FOR EU-0156Remarks:

120.5300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-2Comments:


101/13/2016Mon# 6226






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE IN PP #160489/464929 ON

NORTH SIDE OF PLYMOUTH DRIVE

BETWEEN RES 2977 & 2983

BENCH MARKCorner Type: GIN SPIKE IN PP.Corner Description:


TBM SET FOR EU-0156.Remarks:

157.5300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6229






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP #160550/465028 ON THE

NORTH SIDE OF PLYMOUTH DRIVE

BETWEEN RES 3103 & 3105.

BENCH MARKCorner Type: GIN SPIKE IN PPCorner Description:



160.6500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6230






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP #160643/464924 NW QUAD OF

IRON AND ILLINOIS




164.5800

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6231






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP #160661/464923 166' +/- EAST

OF INTERSECTION IRON & ILLINOIS ON

NORTH SIDE OF ILLINOIS.




166.3700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6232






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP PLY12/PLY13 S/O SUBSTATION

ON NORTH SIDE ILLINOIS.




153.1500

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6233






SURVEY CONTROL DATA


SITE_DESC SPIKE IN PP #160466/464926 NEAR SW

CORNER RES #103 ON W ILLINOIS




147.0800

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 944-3Comments:


101/13/2016Mon# 6234






SURVEY CONTROL DATA


SITE_DESC FILED 'X' ON W. BOLT OF SIGNAL BASE @

THE E. QUADRANT RAILROAD & HOLLY

BENCH MARKCorner Type: FILED 'X' ON SIGNAL

BOLT

Corner Description:

FILED XMonument Type:

TBM SET FOR EW-0186Remarks:

79.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


Comments:


101/13/2016Mon# 6235






SURVEY CONTROL DATA


SITE_DESC 60D SPIKE IN SE FACE POWER POLE IN NE

QUAD OF ILLINOIS AND ALLEY EAST OF

NEVADA.

BENCH MARKCorner Type: 60D SPIKE IN

POWER POLE

Corner Description:

60D SPIKEMonument Type:


179.2900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 932-1Comments:


101/13/2016Mon# 6236






SURVEY CONTROL DATA


SITE_DESC 60D NAIL SOUTHERLY FACE OF WOOD

UTILITY POLE @ ALLEY ENTRANCE N. SIDE

OF CAROLINA EAST OF NEVADA

BENCH MARKCorner Type: 60D NAIL IN WOOD

UTILITY POLE

Corner Description:

60D NAILMonument Type:


81.3200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


FB 932-1,2Comments:


101/13/2016Mon# 6237






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN WOOD UTILITY POLE

(#464761/160834) W. SIDE ALLEY S/O

NORTH STREET.

BENCH MARKCorner Type: RR SPIKE IN WOOD

UTILITY POLE

Corner Description:



123.4200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0151Project No.:

Point Description:


Comments:


101/13/2016Mon# 6238






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN PPP #464917. SW QUAD.

ALLEY E/O ORLEANS & ILLINOIS STREET.

BENCH MARKCorner Type: RR SPIKE IN POWER

POLE

Corner Description:

SCRIBED XMonument Type:


180.3600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

C-RRS TBM 20APoint Description:


FB 966-1. PROJECT POINT 20AComments:


101/13/2016Mon# 6240






SURVEY CONTROL DATA


SITE_DESC BOLT IN 4" BOLLARD, SW QUAD ALLEY E/O

ORLEANS & WALKING TRAIL

(CONNECTICUT).

BENCH MARKCorner Type: BOLT IN TOP OF 4"

STEEL BOLLARD

Corner Description:

BOLTMonument Type:


148.8300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

C-AXL TBM 20B BOLTPoint Description:


FB 966-1 PROJECT POINT 20BComments:


101/13/2016Mon# 6241






SURVEY CONTROL DATA


SITE_DESC SCRIBED "X" ON SE BOLT L.P. BASE, NW

QUAD ALLEY E/O ORLEANS & ILLINOIS.

BENCH MARKCorner Type: SCRIBED "X " ON

BOLT ON L.P. BASE.

Corner Description:



110.7900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

C-SRB TBM 20CPoint Description:


FB 966-1. PROJECT POINT 20C.Comments:


101/13/2016Mon# 6242






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN E FACE OF PP #464637/160865,

NW QUAD ALLEY E/O ORLEANS &

CAROLINA


POLE

Corner Description:



81.4500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:





101/13/2016Mon# 6243






SURVEY CONTROL DATA


SITE_DESC SCRIBED X ON NE BOLT L.P. BASE, SW

QUAD PACIFIC AND VIRGINIA.

BENCH MARKCorner Type: SCRIBED "X" IN L.P.

BASE

Corner Description:



70.9500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

C-SRB TBM 30APoint Description:




101/13/2016Mon# 6244






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN SW FACE PP #464683/161077,

NE QUAD. ALLEY E/O ST. PAUL AND TEXAS.

BENCH MARKCorner Type: RR SPIKE IN FACE

OF WOOD POWER

POLE

Corner Description:



91.9300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:



FB 966-1.Comments:


101/13/2016Mon# 6245






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN POWER POLE #464772/161010,

N. END ALLEY E/O ST. PAUL.


POLE

Corner Description:



128.0600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

C-RRS TBM 24BPoint Description:


FB 966-1Comments:


101/13/2016Mon# 6246






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN PP #464631/160902, SE QUAD

ALLEY EAST OF PACIFIC AND CAROLINA.


POLE

Corner Description:



80.3900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 966-1. PROJECT POINT 22BComments:


101/13/2016Mon# 6247






SURVEY CONTROL DATA


SITE_DESC SCRIBED BOX IN CONC. POWER VAULT, SE

QUAD ALLEY EAST OF PACIFIC AND

KENTUCKY

BENCH MARKCorner Type: SCRIBED BOX IN

CONCRETE POWER

VAULT.

Corner Description:

SCRIBED BOXMonument Type:


62.1200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EU-0156Project No.:

Point Description:


FB 966-1. PROJECT POINT 22CComments:


101/13/2016Mon# 6248






SURVEY CONTROL DATA


SITE_DESC GIN SPIKE IN POWER POLE AT

NORTHEAST CORNER OF INTERSECTION

OHIO AND HUMBOLDT.


POWER POLE

Corner Description:


BENCHMARK SET FOR EW-0186.Remarks:

67.7300

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 952-1Comments:


101/13/2016Mon# 6249






SURVEY CONTROL DATA


SITE_DESC GIN SPIKEIN POWER POLE AT

NORTHWEST CORNER INTERSECTION

IOWA AND HUMBOLDT.


POWER POLE

Corner Description:



68.7200

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 952-1Comments:


101/13/2016Mon# 6250






SURVEY CONTROL DATA



NORTHWEST CORNER INTERSECTION

KENTUCKY AND HUMBOLDT.


POWER POLE

Corner Description:



76.0400

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 952-1Comments:


101/13/2016Mon# 6251






SURVEY CONTROL DATA


SITE_DESC RR SPIKE IN POWER POLE AT NORTHEAST

CORNER CAROLINA AND HUNBOLDT.

BENCH MARKCorner Type: TOP OF RR SPIKE IN

POWER POLE

Corner Description:


BENCHMARK FOUND FOR EW-0186.Remarks:

90.2000

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 952-1Comments:


101/13/2016Mon# 6253






SURVEY CONTROL DATA



NORTHEAST CORNER INTERSECTION OF

VIRGINIA AND HUMBOLDT.


POWER POLE

Corner Description:



79.1700

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


EW-0186Project No.:

Point Description:


FB 9562-1Comments:


101/13/2016Mon# 6255






SURVEY CONTROL DATA


SITE_DESC TOP OF NORTHWEST BOLT OF STREET

LIGHT POLE AT SOUTHEAST CORNER OF

ORLEANS & BARKLEY


BOLTMonument Type:

VISITED FOR BENCHMARK DENSIFICATION 2011.Remarks:

188.0650

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


VISITED FOR BENCHMARK

DENSIFICATION 2011.

Comments:


101/13/2016Mon# 6256






SURVEY CONTROL DATA


SITE_DESC TOP OF NORTHWEST BOLT ON TRAFFIC

SIGNAL LIGHT POLE AT SOUTHEAST

CORNER OF INT. WOBURN AND

SOUTHERN MOST ROAD INTO BARKLEY


BOLTMonument Type:

VISITED FOR BENCHMARK DENSIFICATION 2011.Remarks:

189.8960

Northing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


VISITED FOR BENCHMARK

DENSIFICATION 2011.

Comments:


101/13/2016Mon# 6257






SURVEY CONTROL DATA


SITE_DESC TOP OF NE BOLT OF STREET LIGHT POLE

ON WEST SIDE OF WOBURN IN FRONTOF

#2713 WOBURN

BENCH MARKCorner Type: NORTHEAST BOLT

OF STREET LIGHT

POLE

Corner Description:

BOLTMonument Type:

SET FOR BENCHMARK DENSIFICATION 2011.Remarks:

151.0440

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6258






SURVEY CONTROL DATA


SITE_DESC TOP OF SOUTHWEST BOLT OF STREET

LIGHT POLE AT NE CORNER WOBURN AND

CONNECTICUT

BENCH MARKCorner Type: TOP OF BOLT OF

STREET LIGHT POLE

Corner Description:

BOLTMonument Type:

Remarks:

144.9410

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6259






SURVEY CONTROL DATA


SITE_DESC TOP OF SOUTHWEST BOLTOF STREET

LIGHT POLE AT NE CORNER OF WOBURN

AND NORTH


STREET LIGHT POLE

Corner Description:

BOLTMonument Type:

Remarks:

131.3130

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6260






SURVEY CONTROL DATA


SITE_DESC TOP OF NW BOLT OF STREET LIGHT AT SE

CORNER OF YEW AND ALVARADO


STREET LIGHT

Corner Description:

BOLTMonument Type:

TBM SET FOR BENCHMARK DENSIFICATION 2011Remarks:

324.7960

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6261






SURVEY CONTROL DATA


SITE_DESC TOP OF SE BOLT OF STREET LIGHT ON

WEST SIDE OF YEW IN FRONT OF RES

#1111


STREET LIGHT

Corner Description:

BOLTMonument Type:


380.4600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6262






SURVEY CONTROL DATA


SITE_DESC TOP OF SE BOLT ON STREET LIGHT ON

WEST SIDE OF YEW IN FRONT OF RES

#927

BENCH MARKCorner Type: TOP OF BOLT ON

STREET LIGHT

Corner Description:

BOLTMonument Type:


416.6900

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6263






SURVEY CONTROL DATA


SITE_DESC TOP OF SE BOLT ON STREET LIGHT ON

NORTH SIDE OF SAN JUAN ACROSS FROM

REES. #881.


STREET LIGHT

Corner Description:

BOLTMonument Type:

Remarks:

513.2760

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6264






SURVEY CONTROL DATA


SITE_DESC TOP OF SW BOLT ON STREET LIGHT WEST

SIDE OF SAN JUAN, 3RD LIGHT POLE WEST

OF INT. SAN JUAN AND SPIEDEN.


STREET LIGHT

Corner Description:

BOLTMonument Type:

Remarks:

562.6650

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6265






SURVEY CONTROL DATA


SITE_DESC TOP OF NORTHERLY MOST CORNER OF

POWER VAULT AT SW CORNER OF INT.

CONSOLIDATION & 47TH STREET.

BENCH MARKCorner Type: TOP OF CORNER OF

POWER VAULT

Corner Description:

VAULTMonument Type:

Remarks:

487.2500

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6266






SURVEY CONTROL DATA


SITE_DESC TOP OF GIN SPIKE SET 0.1' WEST OF

STREET LIGHT POLE LOCATED BETWEEN

RES #'S904 &908

BENCH MARKCorner Type: TOP OF GIN SPIKECorner Description:


Remarks:

405.5600

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6267






SURVEY CONTROL DATA


SITE_DESC TOP OF NW BOLT ON TRAFFICE SIGNAL

POLE AT SE CORNER OF INT. PUGET &

LAKEWAY.


TRAFFIC SIGNAL

POLE

Corner Description:

BOLTMonument Type:

Remarks:

194.5730

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





INC.


Project No.:

Point Description:


FB 960-2Comments:


101/13/2016Mon# 6268






SURVEY CONTROL DATA


SITE_DESC BP SET IN CURB JUST S/O WHEELCHAIR

RAMP AT THE NW CORNER OF ALABAMA &

YEW



Remarks:

121.5080

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





ES-0454Project No.:

BP SET IN CURB JUST S/O WHEELCHAIR RAMP AT

THE NW CORNER OF ALABAMA & YEW

Point Description:


Comments:


101/13/2016Mon# 6276






SURVEY CONTROL DATA


SITE_DESC BP SET IN SIDEWALK JUST S/O

WHEELCHAIR RAMP AT THE NW CORNER

OF ALABAMA & ELECTRIC



Remarks:

325.1310

FEETNorthing:

Easting:

Latitude:

Longitude:

Units:

Ortho Elev:

Ellipse:

Geoid:

Scale Factor:

Convergence:


Coordinate Zone:

Horizontal Method:





ES-0459Project No.:

BP SET IN SIDEWALK JUST S/O WHEELCHAIR

RAMP AT THE NW CORNER OF ALABAMA &

Point Description:

Coordinate Source:

Comments:


101/13/2016Mon# 6277



City of Bellingham Survey Information Report of …...City of Bellingham Survey Information Report...

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Transcript of City of Bellingham Survey Information Report of …...City of Bellingham Survey Information Report...