Citywide GPS Control Network 2002 and 2006 For City of Nampa, ID

Citywide GP Control Network 2002 and 2006 or City of Nampa, Located in Canyon County, daho N N Prepared t he Request f City of Nampa 411 hird treet outh Nampa, 83651 Prepared By Project Number 06005 pril-ctober, 2006

Citywide GP Control Network 2002 and 2006 or City of Nampa, Located in Canyon County, daho able of Contents cope of Project.... 1 Recent istory of Control and/or Mapping urveys in the Nampa rea....1 escription of Methods mployed....2 V Level of ccuracy.... 3 V GP eights and rthometric levations.... 4 V ata Presentation.... 5 Control Notes.... 5 Control Placement iagram.... 7 tation ata ummary.... 8 tation escription heets.... 13 ppendix - Photo Control Points 2000 ppendix B - Photo Control Points 2003 ppendix C - Photo Control Points 2006 ppendix - NG ata heets Prepared By Project Number 06005 Copyright 2006 rbiech, nc.

cope of Project his project was performed as a subcontract to Geoerra, nc. dba 3i West of ugene, regon for the city of Nampa, daho. he purpose of this project was to expand an existing permanent GP control network as a basis for future geo-referenced G, mapping and surveying projects. he project area lies within portions of ownships 2 North through 4 North and Ranges 1 West through 3 West of the Boise Meridian. Recent istory of Control and/or Mapping urveys in the Nampa rea 1999-2000 rbiech, LLC provided mapping control for da County, via a subcontract to 3i, LLC of ugene, R. hat project consisted of a total of 60 control points and a report was prepared and submitted to da County that subsequently was made available on line at http://www.adaweb.net/devserv/survey/map00rep.pdf. hose points are not reported herein with the exception of any common points incorporated in the Nampa projects. 2000 rbiech, LLC provided mapping control for city of Nampa, via a subcontract to 3i, LLC of ugene, R. hat project consisted of a total of 98 photo control points along with six existing NG points for a total of 104 points. hose 104 points are reported herein as ppendix to this control report. 2002 rbiech, nc. established a permanent GP control network as a basis for future geo-referenced G, mapping and surveying projects for city of Nampa, via a subcontract to igh esert Geo-echnologies of Bend, R. hat project consisted of 19 new points and eight existing NG points for a total of 27 points. hose points were documented in a report of survey provided to the city of Nampa, in 2002. he 2002 report is superseded by the current report and those points are incorporated with updated information herein. 2003 rbiech, nc. provided mapping control for city of Nampa, via a subcontract to Geoerra, nc. dba 3i West of ugene, R. hat project consisted of 28 new points and two new NG points for a total of 30 (new) points. his project was performed as two separate projects, one in March followed by the second in eptember. hose points are reported herein as ppendix B to this control report. 2004 rbiech, nc. provided a permanent GP control network as a basis for future geo-referenced G, mapping and surveying projects for city of Caldwell, via a subcontract to Geoerra, nc. dba 3i West of ugene, R. hat project consisted of a total of 11 new control points, 10 temporary mapping points and six existing control points for a total of 27 points. hose points were documented in a report of survey provided to the city of Caldwell, in 2004. hose points are not reported herein with the exception of any common points incorporated in the Nampa projects. 2006 rbiech, nc. provided an expansion of the permanent city of Nampa GP control network as a basis for future geo-referenced G, mapping and surveying projects via a subcontract to Geoerra, nc. dba 3i West of ugene, R. hat project consisted of a total of 19 additional control points; those points are reported herein. n addition, seven new mapping Page 1

points were added during 2006 that also encompassed a large portion of the Nampa ighway istrict #1 with the mapping area running south to the nake River. hose points are reported herein as ppendix C to this control report. MPRN N: PN RM 2002 NMP CNRL NWRK V BN CMBN W 2006 NMP XPNN PN N NR NWRK RJU. R UM CCURCY, UR UL N MX PN RM 2002 RPR W CNN RN. While all of the projects have the same horizontal basis of N83(92) (based on RN points 67 and UL ), there are slight local variations in the NV88 elevations reported as the various projects were localized to the incorporated bench marks as each project was completed. While the 2000, 2003 and 2006 Nampa mapping points are included in this report as appendices, it should be understood that these were generally surveyed to a lesser standard than the permanent control network points and many were of a temporary nature that have since been destroyed by construction activities. he purpose of those points was for aerial photo control and wwasprimarily surveyed to support that task and the associated accuracy required and should probably be considered accurate to approximately +/- 0.2 feet both horizontally and vertically. he combined 2002/2006 network reported herein should be the basis of all subsequent survey activities. escription of Methods mployed he project required daho tate Plane Coordinates (PC) (based on N 83(92) RN) and NV 88 elevations to be established on 16 new points. n addition to the new points, existing points included in this project consisted of 19 city of Nampa 2002 control points, six U Coast & Geodetic urvey (UC&G) or National Geodetic urvey (NG) bench marks and two NG igh ccuracy Reference Network (RN) points for a total of 43 points in the network. t should be noted that at the present time (2006) the N 83(92) adjustment N the current adjustment of N83 by the NG; however, the city would like to maintain continuity from the mapping project completed in 2000 that predated the current NG adjustment of N83(99) and so the decision was made to maintain the current project on the same datum that the city is currently using. ll of the 16 new points established during this survey consist of a 2 diameter aluminum concrete disk with a 2 long stem and attached ceramic magnet. ach concrete disk was set in an existing concrete structure such as a curb, sidewalk, irrigation structure, etc. t each point a hole was drilled in the existing concrete and then the disk was affixed with concrete grout. ypical disk stamping is as shown in the diagram below: Page 2

C Y N M P 0 6-0 0 5-0 0 1 C N R L L 7 3 2 1 P N 2 0 0 6 he survey was performed using static GP methods. ll measurements were made utilizing wooden slip leg tripods. ll foot measurements shown in this report are based on the U.. urvey oot definition. ll measurements for determining the positions established by this survey were made using two (2) Leica ystem 500 dual frequency Global Positioning ystem (GP) receivers. he manufacturer s stated accuracy of this equipment is 5 mm ± 1 ppm for static surveys. GP baseline data was processed utilizing the G Precise (inal) orbit ephemeris with Leica Geo ffice (LG), Version 3.0. ll measurements were simultaneously adjusted using the LG adjustment software. V Level of ccuracy he GP baselines were combined in a minimally constrained least squares adjustment, holding NG RN station UL fixed, to check the validity of the GP measurements within themselves, with the largest error ellipse (2σ/95% confidence level) having a semi major axis of 0.05 feet (14 mm) at station 06-005-015, with the largest vertical residual being 0.06 feet (19 mm) at station 06-005-014. he network was then constrained to NG RN stations UL and 67 (holding the C Cartesian coordinates) with the largest error ellipse having a semi major axis of 0.03 feet (11 mm) at station 06-005-015, with the largest vertical residual being 0.04 feet (13 mm) at station 06-005-014. he adjusted N 83(92) RN based latitudes and longitudes were then transformed to daho West Zone tate Plane Coordinate (PC) by applying the zone parameters to the GP measurements. rthometric heights were derived by applying the NG geoid model G03 to the adjusted ellipsoid heights based on the fixed heights at NG stations UL and 67 and then applying a mean local datum shift as determined at NG bench marks B 141, B 143, C 143, 141, G 416 and M 223 by differencing the GP derived heights with the leveled elevations per NG for those stations. he resultant local datum shift was -0.406 feet (-0.12383 meters). his local shift was then applied equally to all new non-leveled stations in the network. Page 3

V GP eights and rthometric levations rthometric height elevations are not to be confused with GP heights. GP heights are based upon a mathematical surface called the ellipsoid, while orthometric elevations are based upon a surface called the geoid. Both of the surfaces are the zero points for their respective heights. o convert the GP ellipsoidal height to an orthometric height elevation, we need to know the difference in height between the two systems. his difference is not constant and changes gradually from point to point in any given area. t also varies due to changes in gravity associated with changing terrain, for example, mountains. his change is referred to as the geoidal undulation. ifferential leveling measures the difference in height above the geoid between two bench marks. GP, on the other hand, measures the difference in height above the ellipsoid between the two marks. he relationship between the two systems can be represented by the following formula: N + = h where N is the geoidal separation, which varies is the orthometric height h is the ellipsoidal height o convert h to, you need N. he accuracy of GP derived elevations depends upon how well N is known. ur firm employs the G03 model developed by the National Geodetic urvey to determine the value of N. he G03 model is known as a hybrid geoid model, combining gravimetric information with GP ellipsoid heights on leveled bench marks. he G03 model was developed to support direct conversion between N 83 GP ellipsoidal heights and NV 88 orthometric heights. When comparing the G03 model with GP ellipsoidal heights in the N 83 reference frame and leveling in the NV 88 datum, it is seen that G03 has roughly a 2.4 cm (0.08 feet) absolute accuracy (one sigma) in the regions of GP on bench mark coverage. n those states with sparse (150km+) GP on bench mark coverage, less point accuracy may be evident; but relative accuracy at about a 1 to 2 part-per-million level, or better, should still be obtained. Because G03 is only a model and could contain small errors, we do not currently consider geoid-corrected GP orthometric heights as a substitute for geodetic leveling in meeting the ederal Geodetic Control ubcommittee (GC) standards for vertical control networks. Work is under way on improving the model, and at present, many less stringent requirements can be met using the current model. Page 4

V ata Presentation he final survey data is presented in the following format: N 83(92) RN based daho tate Plane Coordinates West Zone (orizontal) NV 88 (Vertical) he horizontal control for the adjustment of the survey network was based upon the published positions for the following stations. tation escription Latitude Longitude ource UL 43 38 20.77018 N 116 37 59.49467 W NG 67 43 34 51.63801 N 116 31 17.73558 W NG he vertical control for the adjustment of the survey network was based upon the published elevations of the following stations. tation escription NV 88 levation ource B 141 758.670 NG B 143 752.245 NG C 143 748.364 NG 141 770.347 NG G 416 782.551 NG M 223 769.826 NG Control Notes ee the vertical control discussion under the Level of ccuracy and GP eights and rthometric levations sections above. wo points surveyed in the 2002 network have been destroyed by construction activities; 02-001-011 and G 416. he ties to G 416 are still valid for an elevation adjustment and were used as such. Both of these points are shown herein, BU neither point is believed to be in existence as of 2006. f the remaining 25 points from the 2002 network, 18 were visited and confirmed to still be in good condition; however, seven of the remaining 25 points WR N visited during 2006 and their status is unknown. t should be noted that point 02-001-013, which is still in existence, N usable for GP occupations at the present (2006) due to a nearby willow tree. Users should note that there will now exist slight variations in the coordinate and elevation information on the 2002 network points from what was reported in 2002. hese differences are due to adding the 2006 points and then performing a simultaneous least squares adjustment on all the data. he largest changes were 4 mm in Northing, 2 mm in asting and 7 mm in orthometric height, with the average changes being 1 mm in Northing, 0 mm in asting and 3 mm in orthometric heights. n addition, users should note that two of the 2002 points were held fixed during the 2004 Caldwell project; those fixed points now have updated positions, thus introducing a slight discrepancy when compared to the existing 2004 Caldwell report. Page 5

he remainder of this report consists of a control placement diagram, a summary of station data and station description sheets. hereby certify that this survey was conducted by me during June and July 2002 at the request of igh esert Geo-echnologies of Bend, R and pril through ctober 2006 at the request of Geoerra, nc. dba 3i West of ugene, R for the city of Nampa,. PRNL LN URVYR RG R L BY G RGG XPRN: MY 31, 2008 Page 6

CMBN 2002/2006 CNRL NWRK 06-005-001 27 26 25 R2W R1W 30 36 4N 3N 1 UL 31 6 02-001-014 32 5 33 34 35 C 143 4 B 143 06-005-002 02-001-001 06-005-003 36 3 2 1 31 6 06-005-004 5 12 7 02-001-013 8 9 06-005-005 10 11 B 141 02-001-002 12 7 02-001-003 8 141 13 18 02-001-012 17 16 15 06-005-006 14 13 G 416 18 17 02-001-019 06-005-007 06-005-008 24 19 20 21 02-001-017 02-001-016 22 23 67 24 19 20 02-001-004 25 02-001-011 30 29 28 27 26 02-001-018 25 06-005-009 30 29 36 R3W R2W 31 N 02-001-010 32 33 02-001-008 4 34 02-001-009 02-001-007 3 35 3N 2N 2 02-001-006 36 1 M 223 31 32 6 5 06-005-010 02-001-005 9 02-001-015 10 11 12 7 8 06-005-013 1" = 7,000 eet 06-005-012 2002 / 2006 CNRL PN MUR VCR PPRXM CN LN 06-005-011 15 14 13 18 06-005-016 17 06-005-014 23 24 06-005-015 19 20 Page 7

Citywide GP Control Network 2002 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West UPR R RRNC NLY N U UPR UPR R RRNC NLY R RRNC NLY N U N U UPR UPR UPR R RRNC NLY R RRNC NLY R RRNC NLY N U N U N U UPR UPR UPR R RR UPR R RRNC NLY R RRNC NLY N R RRNC NLY N U N U N U UPR UPR UPR R RR R RRNC NLY R RRNC NLY N Y N U N U UPR UPR R RR R RRNC NLY Y N N U UPR R RR Y N Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 02-001-001 43 38' 02.69015" 116 32' 43.25649" 717993.45 2414107.74 2482.48-0 32' 55.858" 0.99998398 0.99988406 0.99986804 02-001-002 43 36' 44.01878" 116 31' 06.79805" 709961.30 2421127.43 2504.94-0 31' 48.526" 0.99998066 0.99988298 0.99986364 02-001-003 43 36' 17.58384" 116 30' 19.79386" 707253.09 2424560.95 2515.65-0 31' 15.849" 0.99997907 0.99988247 0.99986154 02-001-004 43 34' 33.23006" 116 28' 54.82823" 696631.54 2430719.16 2631.19-0 30' 16.279" 0.99997630 0.99987694 0.99985325 02-001-005 43 33' 04.65236" 116 29' 36.78848" 687690.71 2427550.28 2563.30-0 30' 44.372" 0.99997772 0.99988019 0.99985791 02-001-006 43 32' 11.33787" 116 31' 58.69325" 682388.70 2417049.68 2540.01-0 32' 21.626" 0.99998257 0.99988131 0.99986389 02-001-007 43 32' 38.74558" 116 33' 37.46707" 685233.33 2409801.29 2512.99-0 33' 29.951" 0.99998607 0.99988261 0.99986868 02-001-008 43 32' 21.39636" 116 34' 55.69851" 683533.68 2404022.11 2571.88-0 34' 23.669" 0.99998895 0.99987980 0.99986875 02-001-009 43 33' 06.72285" 116 34' 10.46325" 688089.77 2407399.10 2504.67-0 33' 52.975" 0.99998726 0.99988301 0.99987027 02-001-010 43 33' 15.43984" 116 36' 03.06625" 689055.62 2399116.19 2492.50-0 35' 10.662" 0.99999145 0.99988360 0.99987505 02-001-011 43 34' 06.42093" 116 37' 22.59568" 694278.03 2393314.17 2480.16-0 36' 06.031" 0.99999448 0.99988419 0.99987867 02-001-012 43 35' 29.30566" 116 36' 48.46389" 702643.67 2395914.10 2462.51-0 35' 43.408" 0.99999311 0.99988503 0.99987814 02-001-013 43 36' 18.73052" 116 37' 34.50174" 707683.31 2392578.93 2450.83-0 36' 15.703" 0.99999486 0.99988560 0.99988046 02-001-014 43 36' 59.69915" 116 36' 48.30264" 711795.72 2396021.09 2441.47-0 35' 44.284" 0.99999305 0.99988604 0.99987909 Page 8

Citywide GP Control Network 2002 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West UPR R RRNC NLY N U UPR UPR R RRNC NLY R RRNC NLY N U N U UPR UPR UPR R RRNC NLY R RRNC NLY R RRNC NLY N U N U N U UPR UPR UPR R RR UPR R RRNC NLY R RRNC NLY N R RRNC NLY N U N U N U UPR UPR UPR R RR R RRNC NLY R RRNC NLY N Y N U N U UPR UPR R RR R RRNC NLY Y N N U UPR R RR Y N Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 02-001-015 43 31' 40.11371" 116 34' 05.95752" 679317.59 2407644.62 2567.70-0 33' 48.974" 0.99998714 0.99987999 0.99986713 02-001-016 43 35' 00.03639" 116 34' 19.15442" 699568.78 2406872.54 2484.34-0 34' 00.142" 0.99998752 0.99988398 0.99987150 02-001-017 43 34' 21.36535" 116 35' 26.33970" 695702.90 2401888.07 2475.10-0 34' 46.054" 0.99999003 0.99988443 0.99987446 02-001-018 43 33' 51.86356" 116 33' 00.62763" 692610.05 2412585.69 2506.75-0 33' 05.309" 0.99998471 0.99988290 0.99986762 02-001-019 43 35' 17.94237" 116 32' 36.94161" 701308.60 2414412.75 2501.24-0 32' 49.848" 0.99998383 0.99988317 0.99986700 B 141 43 36' 17.90605" 116 32' 35.56563" 707378.83 2414571.98 2489.07-0 32' 49.500" 0.99998376 0.99988375 0.99986751 B 143 43 37' 10.76517" 116 34' 37.94791" 712818.54 2405621.13 2467.99-0 34' 14.466" 0.99998814 0.99988476 0.99987291 C 143 43 38' 03.17426" 116 35' 04.10089" 718144.12 2403750.74 2455.26-0 34' 33.063" 0.99998908 0.99988537 0.99987446 UL 43 38' 20.77018" 116 37' 59.49467" 720059.11 2390871.52 2426.67-0 36' 34.305" 0.99999577 0.99988675 0.99988252 141 43 36' 34.99050" 116 28' 25.47584" 708940.59 2432987.15 2527.38-0 29' 57.158" 0.99997530 0.99988190 0.99985720 G 416 43 35' 49.24088" 116 30' 53.67749" 704406.24 2422041.57 2567.42-0 31' 38.946" 0.99998023 0.99988000 0.99986023 M 223 43 33' 06.79387" 116 31' 00.60613" 687963.59 2421380.00 2525.67-0 31' 42.149" 0.99998054 0.99988199 0.99986253 67 43 34' 51.63801" 116 31' 17.73558" 698590.45 2420217.13 2530.02-0 31' 54.975" 0.99998108 0.99988179 0.99986287 Page 9

Citywide GP Control Network 2002 and 2006 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 02-001-001 43 38' 02.69015" 116 32' 43.25648" 717993.45 2414107.74 2482.48-0 32' 55.858" 0.99998398 0.99988406 0.99986804 02-001-002 43 36' 44.01880" 116 31' 06.79805" 709961.30 2421127.43 2504.94-0 31' 48.526" 0.99998066 0.99988298 0.99986364 02-001-003 43 36' 17.58383" 116 30' 19.79383" 707253.09 2424560.95 2515.64-0 31' 15.848" 0.99997907 0.99988247 0.99986155 02-001-004 43 34' 33.23009" 116 28' 54.82817" 696631.55 2430719.16 2631.18-0 30' 16.279" 0.99997630 0.99987694 0.99985325 02-001-005 43 33' 04.65236" 116 29' 36.78852" 687690.71 2427550.27 2563.31-0 30' 44.372" 0.99997772 0.99988019 0.99985791 02-001-006 43 32' 11.33797" 116 31' 58.69326" 682388.71 2417049.68 2540.00-0 32' 21.626" 0.99998257 0.99988131 0.99986389 02-001-007 43 32' 38.74567" 116 33' 37.46705" 685233.34 2409801.29 2512.99-0 33' 29.951" 0.99998607 0.99988261 0.99986868 02-001-008 43 32' 21.39647" 116 34' 55.69850" 683533.69 2404022.11 2571.87-0 34' 23.669" 0.99998895 0.99987980 0.99986875 02-001-009 43 33' 06.72296" 116 34' 10.46323" 688089.78 2407399.10 2504.66-0 33' 52.975" 0.99998726 0.99988301 0.99987027 02-001-010 43 33' 15.43992" 116 36' 03.06621" 689055.63 2399116.19 2492.49-0 35' 10.662" 0.99999145 0.99988360 0.99987505 02-001-011 43 34' 06.42103" 116 37' 22.59565" 694278.04 2393314.17 2480.14-0 36' 06.031" 0.99999448 0.99988419 0.99987867 02-001-012 43 35' 29.30574" 116 36' 48.46384" 702643.68 2395914.10 2462.49-0 35' 43.408" 0.99999311 0.99988503 0.99987814 02-001-013 43 36' 18.73058" 116 37' 34.50175" 707683.32 2392578.93 2450.81-0 36' 15.703" 0.99999486 0.99988560 0.99988046 02-001-014 43 36' 59.69915" 116 36' 48.30270" 711795.72 2396021.08 2441.45-0 35' 44.284" 0.99999305 0.99988604 0.99987909 02-001-015 43 31' 40.11375" 116 34' 05.95755" 679317.59 2407644.61 2567.72-0 33' 48.974" 0.99998714 0.99987999 0.99986713 Page 10

Citywide GP Control Network 2002 and 2006 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 02-001-016 43 35' 00.03644" 116 34' 19.15441" 699568.79 2406872.54 2484.33-0 34' 00.142" 0.99998752 0.99988398 0.99987150 02-001-017 43 34' 21.36545" 116 35' 26.33969" 695702.91 2401888.07 2475.08-0 34' 46.054" 0.99999003 0.99988443 0.99987446 02-001-018 43 33' 51.86361" 116 33' 00.62759" 692610.05 2412585.69 2506.74-0 33' 05.309" 0.99998471 0.99988290 0.99986762 02-001-019 43 35' 17.94241" 116 32' 36.94158" 701308.60 2414412.75 2501.23-0 32' 49.848" 0.99998383 0.99988317 0.99986700 06-005-001 43 40' 00.30986" 116 31' 59.69302" 729871.85 2417423.71 2485.66-0 32' 26.957" 0.99998240 0.99988391 0.99986631 06-005-002 43 38' 27.87244" 116 33' 12.48957" 720563.82 2411982.66 2473.31-0 33' 16.288" 0.99998501 0.99988450 0.99986951 06-005-003 43 38' 15.93173" 116 31' 59.74317" 719303.72 2417320.29 2488.28-0 32' 25.959" 0.99998244 0.99988378 0.99986623 06-005-004 43 37' 26.01703" 116 29' 34.33202" 714151.66 2427967.74 2517.06-0 30' 45.134" 0.99997753 0.99988240 0.99985993 06-005-005 43 36' 04.05088" 116 35' 30.50935" 706102.69 2401686.45 2460.64-0 34' 50.021" 0.99999013 0.99988512 0.99987525 06-005-006 43 35' 51.70463" 116 33' 12.09529" 704751.82 2411858.69 2498.48-0 33' 14.430" 0.99998507 0.99988330 0.99986837 06-005-007 43 35' 18.28685" 116 29' 37.56946" 701221.36 2427613.83 2621.64-0 30' 46.167" 0.99997769 0.99987740 0.99985509 06-005-008 43 34' 58.64939" 116 38' 59.74621" 699642.31 2386219.34 2458.91-0 37' 13.592" 0.99999828 0.99988521 0.99988350 06-005-009 43 34' 06.27004" 116 30' 47.30677" 693976.37 2422414.62 2529.63-0 31' 33.559" 0.99998006 0.99988180 0.99986187 06-005-010 43 31' 55.68314" 116 30' 15.38471" 680733.39 2424644.74 2559.97-0 31' 10.309" 0.99997904 0.99988035 0.99985939 06-005-011 43 30' 36.03555" 116 34' 02.35289" 672827.28 2407846.43 2547.98-0 33' 45.828" 0.99998704 0.99988093 0.99986797 Page 11

Citywide GP Control Network 2002 and 2006 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 06-005-012 43 30' 57.12597" 116 31' 59.19679" 674875.34 2416941.86 2592.39-0 32' 21.238" 0.99998263 0.99987880 0.99986143 06-005-013 43 31' 38.53676" 116 28' 24.75832" 678924.99 2432778.68 2595.00-0 29' 53.950" 0.99997540 0.99987867 0.99985407 06-005-014 43 29' 39.64513" 116 33' 10.69172" 667080.90 2411598.24 2659.60-0 33' 09.683" 0.99998519 0.99987559 0.99986079 06-005-015 43 29' 18.30333" 116 31' 16.45645" 664840.51 2419998.36 2643.55-0 31' 50.841" 0.99998119 0.99987635 0.99985754 06-005-016 43 30' 23.94486" 116 29' 36.16111" 671419.20 2427451.07 2632.89-0 30' 42.428" 0.99997776 0.99987686 0.99985463 B 141 43 36' 17.90604" 116 32' 35.56566" 707378.83 2414571.98 2489.07-0 32' 49.500" 0.99998376 0.99988375 0.99986750 B 143 43 37' 10.76516" 116 34' 37.94795" 712818.54 2405621.12 2467.99-0 34' 14.466" 0.99998814 0.99988476 0.99987291 C 143 43 38' 03.17433" 116 35' 04.10096" 718144.13 2403750.74 2455.26-0 34' 33.063" 0.99998908 0.99988537 0.99987446 UL 43 38' 20.77018" 116 37' 59.49467" 720059.11 2390871.52 2426.64-0 36' 34.305" 0.99999577 0.99988675 0.99988252 141 43 36' 34.99047" 116 28' 25.47579" 708940.59 2432987.15 2527.38-0 29' 57.158" 0.99997530 0.99988190 0.99985720 G 416 43 35' 49.24089" 116 30' 53.67747" 704406.24 2422041.58 2567.42-0 31' 38.946" 0.99998023 0.99988000 0.99986023 M 223 43 33' 06.79394" 116 31' 00.60606" 687963.60 2421380.00 2525.67-0 31' 42.149" 0.99998054 0.99988199 0.99986253 67 43 34' 51.63801" 116 31' 17.73558" 698590.45 2420217.13 2530.01-0 31' 54.975" 0.99998108 0.99988179 0.99986287 Page 12

tation ata heet tation esignation: 02-001-001 tation Location: 2-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.69015" N 116 32' 43.25648" W llipsoid eight: 739.518 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,844.841 735,821.510 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 756.662 717,993.45 U eet 2,414,107.74 U eet θ: -0 32' 55.858 cale actor: 0.99998398 levation actor: 0.99988406 Combined actor: 0.99986804 NV 88 rthometric levation 2,482.48 U eet et 2" diameter aluminum concrete disk in irrigation structure at Groves Branch Lateral Canal under crossing of Ustick Road (approximately 3.8 miles north of Nampa City all). Point is located on the south side of Ustick Road, approximately 0.4 miles east of intersection with ranklin Road, 25.5 feet south of the centerline of the road on the right (easterly) bank of the canal in the top of a 12" wide concrete wall. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 13

tation ata heet tation esignation: 02-001-002 tation Location: 12-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 44.01880" N 116 31' 06.79805" W llipsoid eight: 746.405 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,396.637 737,961.116 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 763.507 709,961.30 U eet 2,421,127.43 U eet θ: -0 31' 48.526 cale actor: 0.99998066 levation actor: 0.99988298 Combined actor: 0.99986364 NV 88 rthometric levation 2,504.94 U eet et 2" diameter aluminum concrete disk in bridge curb at the southeast corner of bridge over the Phyllis Canal on Birch Lane (approximately 3.3 miles northeast of Nampa City all). Monument is approximately 1400 feet west of intersection with Can da Road, 34 feet south of the centerline of Birch Lane, 2.2 feet east of the east end of steel railing and 0.5 feet west of the east end of the bridge curb set in top of 10" wide curb. 29JUN2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 14

tation ata heet tation esignation: 02-001-003 tation Location: 18-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 17.58383" N 116 30' 19.79383" W llipsoid eight: 749.687 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,571.172 739,007.657 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 766.767 707,253.09 U eet 2,424,560.95 U eet θ: -0 31' 15.848 cale actor: 0.99997907 levation actor: 0.99988247 Combined actor: 0.99986155 NV 88 rthometric levation 2,515.64 U eet et 2" diameter aluminum concrete disk flush in sidewalk in the southeast quadrant of the intersection of North Gate Boulevard and ast ranklin Road (approximately 3.6 miles northeast of Nampa City all), approximately 0.4 miles east of intersection of Can da Road (to north) and Garrity Boulevard (to south). Monument is 47.7 feet south of the centerline of ast ranklin Road, approximately 55 feet east of the centerline of North Gate Boulevard, located between two handicap ramps, 0.5 feet northwest of back of walk and south 55 west, 16.0 feet from a fire hydrant. 09C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 15

tation ata heet tation esignation: 02-001-004 tation Location: 20-3N-R1W N 83 (92) Geodetic Coordinates 43 34' 33.23009" N 116 28' 54.82817" W llipsoid eight: 784.937 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,333.720 740,884.682 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.005 801.985 696,631.55 U eet 2,430,719.16 U eet θ: -0 30' 16.279 cale actor: 0.99997630 levation actor: 0.99987694 Combined actor: 0.99985325 NV 88 rthometric levation 2,631.18 U eet et 2" diameter aluminum concrete disk flush in concrete bridge deck at northwest corner of bridge over ewey Lateral Canal on ast Powerline Road (approximately 4.4 miles east of Nampa City all), approximately 0.6 miles east of intersection with Robinson Boulvard, 20 feet north of the centerline of the road, 2.0 feet south of the face of the north stem wall and approximately centered over the southwest wall of the bridge. 09C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 16

tation ata heet tation esignation: 02-001-005 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 33' 04.65236" N 116 29' 36.78852" W llipsoid eight: 764.229 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,608.547 739,918.803 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.005 781.298 687,690.71 U eet 2,427,550.27 U eet θ: -0 30' 44.372 cale actor: 0.99997772 levation actor: 0.99988019 Combined actor: 0.99985791 NV 88 rthometric levation 2,563.31 U eet et 2" diameter aluminum concrete disk on 7 foot deep irrigation siphon box (approximately 4.4 miles southeast of Nampa City all) located on east side of outh Robinson Boulevard approximately 0.7 miles south of the intersection with ast mity venue, approximately 350 feet north of the intersection of Lake azel Road (to southeast only) (measured to centerline stripe of Lake azel Road) and 24.5 feet east of the centerline of Robinson Boulevard, at southeast corner of structure (centerline-centerline intersection of the south and east walls). 10C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 17

tation ata heet tation esignation: 02-001-006 tation Location: 2-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 11.33797" N 116 31' 58.69326" W llipsoid eight: 757.074 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,992.495 736,718.215 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 774.194 682,388.71 U eet 2,417,049.68 U eet θ: -0 32' 21.626 cale actor: 0.99998257 levation actor: 0.99988131 Combined actor: 0.99986389 NV 88 rthometric levation 2,540.00 U eet et 2" diameter aluminum concrete disk flush in sidewalk on west side of outhside Boulevard at Commanche treet (approximately 3.7 miles southeast of Nampa City all), approximately 1700 feet north of intersection of outhside Boulevard and ast Locust Lane, 29.5 feet west of the centerline of outhside Boulevard, approximately 50 feet north of the centerline of Commanche treet, at northwest corner of end of existing sidewalk, 1 foot south of end of walk and 1 foot east of back of walk. 28MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 18

tation ata heet tation esignation: 02-001-007 tation Location: 3-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 38.74567" N 116 33' 37.46705" W llipsoid eight: 748.797 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,859.540 734,508.903 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 765.960 685,233.34 U eet 2,409,801.29 U eet θ: -0 33' 29.951 cale actor: 0.99998607 levation actor: 0.99988261 Combined actor: 0.99986868 NV 88 rthometric levation 2,512.99 U eet et 2" diameter aluminum concrete disk flush in top of pre-cast utility vault (approximately 2.7 miles south of Nampa City all) located on west side of kyview Park and on the east side of Blakeslee rive approximately 0.2 miles south of the intersection with Greenhurst Road, 16 feet west of chain link fence, 57 feet north of centerline of 15 foot wide concrete driveway into park and 4 feet east of the back of sidewalk on the east side of Blakeslee rive, set in northeast corner of 4'X6' utility vault, 1 foot south of north edge and 1 foot west of east edge. 01JUL2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 19

tation ata heet tation esignation: 02-001-008 tation Location: 4-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 21.39647" N 116 34' 55.69850" W llipsoid eight: 766.714 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,341.484 732,747.405 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 783.906 683,533.69 U eet 2,404,022.11 U eet θ: -0 34' 23.669 cale actor: 0.99998895 levation actor: 0.99987980 Combined actor: 0.99986875 NV 88 rthometric levation 2,571.87 U eet et 2" diameter aluminum concrete disk flush in sidewalk (approximately 3.0 miles south of Nampa City all) on north side of ooley Lane, approximately 0.5 miles west of 12th venue Road (tate ighway 45), approximately 130 feet east of intersection with outh tanford treet (to south only), approximately 270 feet west of Bayhill rive intersection (to north only) into Bayhill ubdivision and 0.5 feet south of back (north) edge of walk. he near (west) post of a dual post mailbox bears south 80 east, 15 feet. 27JUN2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 20

tation ata heet tation esignation: 02-001-009 tation Location: 34-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 06.72296" N 116 34' 10.46323" W llipsoid eight: 746.243 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,730.183 733,776.714 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 763.423 688,089.78 U eet 2,407,399.10 U eet θ: -0 33' 52.975 cale actor: 0.99998726 levation actor: 0.99988301 Combined actor: 0.99987027 NV 88 rthometric levation 2,504.66 U eet et 2" diameter aluminum concrete disk in top of curb (approximately 2.1 miles south of Nampa City all) on south side of parking lot that is on east side of Nampa Recreation Center/enior Center located at 12th venue Road (tate ighway 45) and Constitution Way (addresses 131 and 207 Constitution Way), approximately 285 feet east of the east side of the senior center, approximately 380 feet south of the centerline of Constitution Way, 69.5 feet east of PC in curb line, 50.0 feet west of PC in curb line, 19 feet north of wire fence, 12 feet north of centerline of asphalt path (10 feet wide). 01JUL2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 21

tation ata heet tation esignation: 02-001-010 tation Location: 32-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 15.43992" N 116 36' 03.06621" W llipsoid eight: 742.484 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,024.577 731,252.078 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 759.711 689,055.63 U eet 2,399,116.19 U eet θ: -0 35' 10.662 cale actor: 0.99999145 levation actor: 0.99988360 Combined actor: 0.99987505 NV 88 rthometric levation 2,492.49 U eet et 2" diameter aluminum concrete disk flush in sidewalk on south side of West owa venue (approximately 2.5 miles southwest of Nampa City all), approximately 0.4 miles west of outh Midland Boulevard, approximately 200 feet west of outh Bonneville rive (to north only), midway between power poles 20155 (east) and 327760/327765 dual #'s (west) approximately 166 feet to each pole and 1.0 feet north of back of sidewalk (south edge). 25MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 22

tation ata heet tation esignation: 02-001-011 tation Location: 30-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 06.42103" N 116 37' 22.59565" W llipsoid eight: 738.681 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,616.371 729,483.619 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 755.948 694,278.04 U eet 2,393,314.17 U eet θ: -0 36' 06.031 cale actor: 0.99999448 levation actor: 0.99988419 Combined actor: 0.99987867 NV 88 rthometric levation 2,480.14 U eet et 2" diameter aluminum concrete disk in irrigation structure located on south side of West Roosevelt venue approximately midpoint between Midway venue and Middleton Road (approximately 2.8 miles west of Nampa City all), 60 feet south of the centerline of Roosevelt venue, at southwest corner (centerline-centerline intersection of west and south walls) of 9'X18' irrigation structure. his point was a "permanent" monumentation of 00-004-017 set on 12P2000. 26JUN2002 he irrigation structure (and monument) has been removed as of mid-2006. PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 23

tation ata heet tation esignation: 02-001-012 tation Location: 18-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 29.30574" N 116 36' 48.46384" W llipsoid eight: 733.312 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,166.223 730,276.078 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 750.570 702,643.68 U eet 2,395,914.10 U eet θ: -0 35' 43.408 cale actor: 0.99999311 levation actor: 0.99988503 Combined actor: 0.99987814 NV 88 rthometric levation 2,462.49 U eet et 2" diameter aluminum concrete disk in top of 15 foot long retaining wall (on north side of utility cabinets) on Middleton Road (approximately 2.3 miles west of Nampa City all), approximately 380 feet north of intersection with rchard venue, approximately 78 feet west of centerline of Middleton Road, northeast of "Church of the Brethren" at 11030 rchard venue, and 1 foot east of west end of wall. 26MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 24

tation ata heet tation esignation: 02-001-013 tation Location: 7-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 18.73058" N 116 37' 34.50175" W llipsoid eight: 729.732 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,702.307 729,259.515 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 747.009 707,683.32 U eet 2,392,578.93 U eet θ: -0 36' 15.703 cale actor: 0.99999486 levation actor: 0.99988560 Combined actor: 0.99988046 NV 88 rthometric levation 2,450.81 U eet et 2" diameter aluminum concrete disk in irrigation structure located at intersection of ighway 55 (Karcher Road) and North Pelican Butte rive (approximately 3.2 miles northwest of Nampa City all), approximately 0.65 miles west of the intersection of Karcher Road and Middleton Road, approximately 90 feet north of the centerline of ighway 55, approximately 42 feet west of the center of landscape island in center of North Pelican Butte rive, set in top of west wall of irrigation structure, 1.1 feet north of southwest corner (centerline-centerline intersection of west and south walls). 25JUN2002 Note that in mid-2006, this point is no longer suitable for GP measurments due to a nearby willow tree. PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 25

tation ata heet tation esignation: 02-001-014 tation Location: 7-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 59.69915" N 116 36' 48.30270" W llipsoid eight: 726.901 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,955.770 730,308.687 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 744.156 711,795.72 U eet 2,396,021.08 U eet θ: -0 35' 44.284 cale actor: 0.99999305 levation actor: 0.99988604 Combined actor: 0.99987909 NV 88 rthometric levation 2,441.45 U eet et 2" diameter aluminum concrete disk in pre-cast concrete lift station located on west side of Middleton Road (approximately 3.2 miles northwest of Nampa City all), approximately 0.3 miles north of intersection with Nampa-Caldwell Boulevard, approximately 130 feet south of center of railroad crossing (double track), approximately 55 feet west of the centerline of Middleton Road inside chain link fence enclosure around sanitary sewer lift station. et monument in easterly of two pre-cast concrete pump wells (9 1/2 feet in diameter) on north side of pre-cast structure, 13 feet northeast of chain link fence, south 20 east, 7.5 feet from capped well casing. 25MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 26

tation ata heet tation esignation: 02-001-015 tation Location: 10-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 40.11375" N 116 34' 05.95755" W llipsoid eight: 765.478 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,056.416 733,851.546 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 782.642 679,317.59 U eet 2,407,644.61 U eet θ: -0 33' 48.974 cale actor: 0.99998714 levation actor: 0.99987999 Combined actor: 0.99986713 NV 88 rthometric levation 2,567.72 U eet et 2" diameter aluminum concrete disk in sidewalk at unny Ridge lementary chool at 506 letcher rive (approximately 3.8 miles south of Nampa City all), on west side of building (east side of bus loading parking lot), 1 foot south and 1 foot west of northeast corner of sidewalk. 15PR2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 27

tation ata heet tation esignation: 02-001-016 tation Location: 22-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 00.03644" N 116 34' 19.15441" W llipsoid eight: 740.035 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,228.994 733,616.217 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 757.226 699,568.79 U eet 2,406,872.54 U eet θ: -0 34' 00.142 cale actor: 0.99998752 levation actor: 0.99988398 Combined actor: 0.99987150 NV 88 rthometric levation 2,484.33 U eet et 2" diameter aluminum concrete disk in top of zigzag concrete retaining wall (center one of three walls) located in lawn on northwest side of Nampa Civic Center at 311 3rd treet outh (approximately 0.1 miles northwest of Nampa City all), southwest of waterfall in "Calliope Garden", 45 feet southwest of parking lot curb, 42 feet southeast of parking lot curb, 84.5 feet northwest of face of northwest wall of Civic Center, 2.0 feet north of a 3 1/2 foot high yard light pedestal, and 0.5 feet southwest of the northeast end of wall. 07C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 28

tation ata heet tation esignation: 02-001-017 tation Location: 28-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 21.36545" N 116 35' 26.33969" W llipsoid eight: 737.188 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,050.671 732,096.949 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 754.407 695,702.91 U eet 2,401,888.07 U eet θ: -0 34' 46.054 cale actor: 0.99999003 levation actor: 0.99988443 Combined actor: 0.99987446 NV 88 rthometric levation 2,475.08 U eet et 2" diameter aluminum concrete disk in top of curb at southeast corner of parking lot on south side of gym at West Middle chool at 806 Central Midland Boulevard (approximately 1.2 miles southwest of Nampa City all). Curb is between school bus parking lot and West Park and the point is 210 feet south of southeast corner of school building, approximately 80 feet north of the centerline of West Blaine venue, approximately 160 feet east of the centerline of Bonnie Brae rive, approximately 600 feet east of the centerline of outh Midland Boulevard and 24 feet north of a 90 angle point (to west) in curb. 26JUN2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 29

tation ata heet tation esignation: 02-001-018 tation Location: 26-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 51.86361" N 116 33' 00.62759" W llipsoid eight: 746.904 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,107.967 735,357.590 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.005 764.057 692,610.05 U eet 2,412,585.69 U eet θ: -0 33' 05.309 cale actor: 0.99998471 levation actor: 0.99988290 Combined actor: 0.99986762 NV 88 rthometric levation 2,506.74 U eet et 2" diameter aluminum concrete disk in top of curb at herman chool at 1521 ast herman venue (approximately 1.6 miles southeast of Nampa City all), northeast of school buildings at intersection of two curb lines at bus loading zone, 110 feet north of fire hydrant, south 50 east, 40 feet from parking lot light pole. 28JUN2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 30

tation ata heet tation esignation: 02-001-019 tation Location: 23-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 17.94241" N 116 32' 36.94158" W llipsoid eight: 745.232 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,759.290 735,914.480 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 762.378 701,308.60 U eet 2,414,412.75 U eet θ: -0 32' 49.848 cale actor: 0.99998383 levation actor: 0.99988317 Combined actor: 0.99986700 NV 88 rthometric levation 2,501.23 U eet et 2" diameter aluminum concrete disk in top of curb at Rodeo Park (ld nake River tampede Rodeo Grounds, approximately 1.4 miles east of Nampa City all), on north side of parking lot, east of large green barn, 44.6 feet west of chain link fence and 43.4 feet west of the east end of curb. Reached by taking 16th venue North, north from intersection with Garrity Boulevard. 28JUN2002 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 31

tation ata heet tation esignation: 06-005-001 tation Location: 23-4N-R2W N 83 (92) Geodetic Coordinates 43 40' 00.30986" N 116 31' 59.69302" W llipsoid eight: 740.500 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 222,465.385 736,832.220 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 757.630 729,871.85 U eet 2,417,423.71 U eet θ: -0 32' 26.957 cale actor: 0.99998240 levation actor: 0.99988391 Combined actor: 0.99986631 NV 88 rthometric levation 2,485.66 U eet et 2" diameter aluminum concrete disk on concrete irrigation structure on west side of 11th venue North xtension approximately 0.25 miles north of U.. ighway 20/26 (approximately 6.1 miles north of Nampa City all). Point is set in the top of the southeast corner (intersection of the south and east walls) of a concrete irrigation structure at a ditch crossing under 11th venue North xtension (approximately midway between U.. ighway 20/26 and Joplin Road) and is 22 feet west of the centerline of 11th venue North xtension. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 32

tation ata heet tation esignation: 06-005-002 tation Location: 34-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 27.87244" N 116 33' 12.48957" W llipsoid eight: 736.710 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 219,628.292 735,173.784 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 753.866 720,563.82 U eet 2,411,982.66 U eet θ: -0 33' 16.288 cale actor: 0.99998501 levation actor: 0.99988450 Combined actor: 0.99986951 NV 88 rthometric levation 2,473.31 U eet et 2" diameter aluminum concrete disk on concrete irrigation structure on west side of ranklin Road approximately 0.5 miles north of Ustick Road (approximately 4.1 miles north of Nampa City all). Point is set in the top of the northwest corner (intersection of the north and west walls) of a concrete irrigation structure at the outlet of a 24" CMP which crosses above an irrigation ditch, 40 feet west of the centerline of ranklin Road and 95 feet south of the northeast corner of a red pump house. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 33

tation ata heet tation esignation: 06-005-003 tation Location: 35-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 15.93173" N 116 31' 59.74317" W llipsoid eight: 741.304 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 219,244.212 736,800.698 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 758.429 719,303.72 U eet 2,417,320.29 U eet θ: -0 32' 25.959 cale actor: 0.99998244 levation actor: 0.99988378 Combined actor: 0.99986623 NV 88 rthometric levation 2,488.28 U eet et 2" diameter aluminum concrete disk on concrete irrigation structure on west side of 11th venue North xtension approximately 0.25 miles north of Ustick Road (approximately 4.3 miles northeast of Nampa City all). Point is set in the top of the southeast corner (intersection of the south and east walls) of a concrete irrigation structure at a 4-way ditch intersection and is 24 feet west of the centerline of 11th venue North xtension. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 34

tation ata heet tation esignation: 06-005-004 tation Location: 5-3N-R1W N 83 (92) Geodetic Coordinates 43 37' 26.01703" N 116 29' 34.33202" W llipsoid eight: 750.144 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,673.860 740,046.046 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 767.202 714,151.66 U eet 2,427,967.74 U eet θ: -0 30' 45.134 cale actor: 0.99997753 levation actor: 0.99988240 Combined actor: 0.99985993 NV 88 rthometric levation 2,517.06 U eet et 2" diameter aluminum concrete disk in center of 24" wide concrete ribbon curb on the north side of Bronze pur rive in ilver pur Ranch ubdivision, (approximately 4.8 miles northeast of Nampa City all). Point is 193 feet east of the centerline of tar ighway and 14 feet east of the east edge of a 20 foot wide concrete driveway to the subdivision well pump house. ilver pur Ranch is located between Cherry Lane and Ustick Road and Bronze pur rive is approximately 0.3 miles north of Cherry lane. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 35

tation ata heet tation esignation: 06-005-005 tation Location: 16-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 04.05088" N 116 35' 30.50935" W llipsoid eight: 732.780 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,220.530 732,035.495 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 750.004 706,102.69 U eet 2,401,686.45 U eet θ: -0 34' 50.021 cale actor: 0.99999013 levation actor: 0.99988512 Combined actor: 0.99987525 NV 88 rthometric levation 2,460.64 U eet et 2" diameter aluminum concrete disk in sidewalk on northeast side of Parkcentre Way approximately 350 feet east of Midland Boulevard (approximately 1.7 miles northwest of Nampa City all). Point is set in the center of the sidewalk, 7.5 feet southeast of the current northwest end of the sidewalk, 33.5 feet northwest of the center of a 30 feet wide driveway into the parking lot of 914 Parkcentre Way and 23 feet northeast of the street centerline. 07C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 36

tation ata heet tation esignation: 06-005-006 tation Location: 15-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 51.70463" N 116 33' 12.09529" W llipsoid eight: 744.375 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,808.783 735,136.000 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 761.537 704,751.82 U eet 2,411,858.69 U eet θ: -0 33' 14.430 cale actor: 0.99998507 levation actor: 0.99988330 Combined actor: 0.99986837 NV 88 rthometric levation 2,498.48 U eet et 2" diameter aluminum concrete disk in sidewalk in northwest quadrant of the intersection of ranklin Boulevard and 3rd venue North (approximately 1.4 miles northeast of Nampa City all). Point is 1.0 feet south and 1.0 feet east of the current northwest corner of the sidewalk, approximately 34 feet north of the centerline of 3rd venue North and approximately 63 feet west of the centerline of ranklin Boulevard. 07C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 37

tation ata heet tation esignation: 06-005-007 tation Location: 19-3N-R1W N 83 (92) Geodetic Coordinates 43 35' 18.28685" N 116 29' 37.56946" W llipsoid eight: 782.014 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,732.699 739,938.174 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.007 799.078 701,221.36 U eet 2,427,613.83 U eet θ: -0 30' 46.167 cale actor: 0.99997769 levation actor: 0.99987740 Combined actor: 0.99985509 NV 88 rthometric levation 2,621.64 U eet et 2" diameter aluminum concrete disk in concrete bridge deck at the southwest corner of bridge over ewey Lateral Canal on Robinson Boulevard (approximately 3.9 miles east of Nampa City all). Point is approximately 0.1 miles north of the intersection with irport Road, 41 feet west of the centerline of Robinson Boulevard, 2.0 feet southeast of the northwest end of the bridge deck and 0.5 feet northeast of the southwest edge of the bridge deck. 09C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 38

tation ata heet tation esignation: 06-005-008 tation Location: 24-3N-R3W N 83 (92) Geodetic Coordinates 43 34' 58.64939" N 116 38' 59.74621" W llipsoid eight: 732.165 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,251.403 727,321.111 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.009 749.476 699,642.31 U eet 2,386,219.34 U eet θ: -0 37' 13.592 cale actor: 0.99999828 levation actor: 0.99988521 Combined actor: 0.99988350 NV 88 rthometric levation 2,458.91 U eet et 2" diameter aluminum concrete disk in the center of the northeast wing wall of a bridge over the Phyllis Canal on mith venue (approximately 4.0 miles west of Nampa City all). Point is approximately 800 feet east of the intersection with Lake venue, 22 feet north of the centerline of mith venue and 0.5 feet southwest of the northeast end of the 10" wide wall. 26MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 39

tation ata heet tation esignation: 06-005-009 tation Location: 25-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 06.27004" N 116 30' 47.30677" W llipsoid eight: 753.936 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,524.422 738,353.452 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.006 771.034 693,976.37 U eet 2,422,414.62 U eet θ: -0 31' 33.559 cale actor: 0.99998006 levation actor: 0.99988180 Combined actor: 0.99986187 NV 88 rthometric levation 2,529.63 U eet et 2" diameter aluminum concrete disk in sidewalk on west side of appy Valley Road approximately 0.5 miles north of mity Road (approximately 3.0 miles east of Nampa City all). Point is 1 foot west of the east edge of the sidewalk, 48 feet north of the center of a 36 foot wide driveway (north entrance to Columbia igh chool) and 43 feet west of the road centerline stripe. Note that the centerline stripe is not presently in the center of the paved road due to widening on the west side during construction of the new school. 10C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 40

tation ata heet tation esignation: 06-005-010 tation Location: 7-2N-R1W N 83 (92) Geodetic Coordinates 43 31' 55.68314" N 116 30' 15.38471" W llipsoid eight: 763.200 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,487.952 739,033.196 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 780.280 680,733.39 U eet 2,424,644.74 U eet θ: -0 31' 10.309 cale actor: 0.99997904 levation actor: 0.99988035 Combined actor: 0.99985939 NV 88 rthometric levation 2,559.97 U eet et 2" diameter aluminum concrete disk on south side of Locust Lane (approximately 4.8 miles southeast of Nampa City all). Point is located between appy Valley Road (to west) and Robinson Boulevard (to east) at the crossing of the Ridenbaugh Canal in the south end of the southeast wing wall (0.5 feet north of the south end of a 10" wide wall), approximately 2300 feet east of appy Valley Road and 29 feet south of the centerline of Locust Lane. 28MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 41

tation ata heet tation esignation: 06-005-011 tation Location: 15-2N-R2W N 83 (92) Geodetic Coordinates 43 30' 36.03555" N 116 34' 02.35289" W llipsoid eight: 759.478 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,078.166 733,913.060 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.009 776.627 672,827.28 U eet 2,407,846.43 U eet θ: -0 33' 45.828 cale actor: 0.99998704 levation actor: 0.99988093 Combined actor: 0.99986797 NV 88 rthometric levation 2,547.98 U eet et 2" diameter aluminum concrete disk in concrete bridge deck at the southwest corner of bridge over Ridenbaugh Canal on Lake hore rive, between outh Powerline Road and tate ighway 45 (approximately 5.0 miles south of Nampa City all). Point is approximately 1500 feet east of intersection with tate ighway 45, 37 feet south of the centerline of Lake hore rive, 3.0 feet northeast of the southwest end of the bridge deck and 0.5 feet northwest of the southeast edge of the bridge deck. 29MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 42

tation ata heet tation esignation: 06-005-012 tation Location: 14-2N-R2W N 83 (92) Geodetic Coordinates 43 30' 57.12597" N 116 31' 59.19679" W llipsoid eight: 773.055 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,702.416 736,685.352 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.008 790.163 674,875.34 U eet 2,416,941.86 U eet θ: -0 32' 21.238 cale actor: 0.99998263 levation actor: 0.99987880 Combined actor: 0.99986143 NV 88 rthometric levation 2,592.39 U eet et 2" diameter aluminum concrete disk in concrete bridge deck at the northwest corner of bridge over Burke Lateral Canal on outhside Boulevard, between eer lat Road and Lewis Lane (approximately 4.9 miles south of Nampa City all). Point is approximately 500 feet south of intersection with Lewis Lane, 28 feet west of the centerline of outhside Boulevard, 0.5 feet south of the north end of the bridge deck and 2.0 feet east of the west edge of the bridge deck. 29MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 43

tation ata heet tation esignation: 06-005-013 tation Location: 9-2N-R1W N 83 (92) Geodetic Coordinates 43 31' 38.53676" N 116 28' 24.75832" W llipsoid eight: 773.922 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,936.750 741,512.425 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.010 790.959 678,924.99 U eet 2,432,778.68 U eet θ: -0 29' 53.950 cale actor: 0.99997540 levation actor: 0.99987867 Combined actor: 0.99985407 NV 88 rthometric levation 2,595.00 U eet et 2" diameter aluminum concrete disk on east side of Mcermott Road (approximately 6.2 miles southeast of Nampa City all). Point is located between Lewis Lane (to south) and Greenhurst Road (to north) in the south end of the south wingwall (1.0 feet north of the south end) on a concrete irrigation structure at the crossing of the ogarty Lateral Canal, approximately 750 feet south of Greenhurst Road and 19 feet east of the centerline of Mcermott Road. 28MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 44

tation ata heet tation esignation: 06-005-014 tation Location: 23-2N-R2W N 83 (92) Geodetic Coordinates 43 29' 39.64513" N 116 33' 10.69172" W llipsoid eight: 793.530 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 203,326.666 735,056.614 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.010 810.646 667,080.90 U eet 2,411,598.24 U eet θ: -0 33' 09.683 cale actor: 0.99998519 levation actor: 0.99987559 Combined actor: 0.99986079 NV 88 rthometric levation 2,659.60 U eet et 2" diameter aluminum concrete disk in concrete bridge deck at the southeast corner of bridge over Madden Lateral Canal on outh Powerline Road (approximately 6.1 miles south of Nampa City all). Point is approximately 0.6 miles south of intersection with eer lat Road, 31 feet east of the centerline of outh Powerline Road, 0.5 feet north of the south end of the bridge deck and 2.0 feet west of the east edge of the bridge deck. 29MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 45

tation ata heet tation esignation: 06-005-015 tation Location: 24-2N-R2W N 83 (92) Geodetic Coordinates 43 29' 18.30333" N 116 31' 16.45645" W llipsoid eight: 788.685 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,643.793 737,616.974 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.011 805.755 664,840.51 U eet 2,419,998.36 U eet θ: -0 31' 50.841 cale actor: 0.99998119 levation actor: 0.99987635 Combined actor: 0.99985754 NV 88 rthometric levation 2,643.55 U eet et 2" diameter aluminum concrete disk on concrete irrigation structure on north side of Kuna Road (approximately 6.9 miles south of Nampa City all). Point is located between appy Valley Road (to east) and outhside Boulevard (to west) approximately 0.6 miles east of outhside Boulevard in the northeast corner of a concrete irrigation structure on the Martin Lateral Canal, 38 feet north of the centerline of Kuna Road and southeast of house numbers 6404 and 6410. 28MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 46

tation ata heet tation esignation: 06-005-016 tation Location: 17-2N-R1W N 83 (92) Geodetic Coordinates 43 30' 23.94486" N 116 29' 36.16111" W llipsoid eight: 785.456 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 204,648.982 739,888.567 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.009 802.506 671,419.20 U eet 2,427,451.07 U eet θ: -0 30' 42.428 cale actor: 0.99997776 levation actor: 0.99987686 Combined actor: 0.99985463 NV 88 rthometric levation 2,632.89 U eet et 2" diameter aluminum concrete disk on concrete irrigation structure on east side of Robinson Boulevard (approximately 6.5 miles southeast of Nampa City all). Point is located between eer lat Road (to south) and Lewis Lane (to north) approximately 0.25 miles north of eer lat Road at the west end of the Benton Lateral Canal (canal is piped west of here) in the north end of a concrete irrigation structure and 24 feet east of the centerline of Robinson Boulevard. 28MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 47

tation ata heet tation esignation: B 141 tation Location: 14-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 17.90604" N 116 32' 35.56566" W llipsoid eight: 741.525 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,609.498 735,963.011 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.005 758.670 707,378.83 U eet 2,414,571.98 U eet θ: -0 32' 49.500 cale actor: 0.99998376 levation actor: 0.99988375 Combined actor: 0.99986750 NV 88 rthometric levation 2,489.07 U eet ound 3 1/2" diameter UC&G brass disk marked "B 141 1935" set in top of headwall of concrete irrigation siphon (approximately 2.1 miles northeast of Nampa City all), approximately 0.5 miles east of intersection of ast Karcher venue and ranklin Boulevard at railroad crossing, approximately 25 feet south of railroad crossing, 6.3 feet easterly of near rail of easterly set of tracks. NG P = 0582. ee NG data sheet in appendix of this report for further detail. 09C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 48

tation ata heet tation esignation: B 143 tation Location: 4-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 10.76516" N 116 34' 37.94795" W llipsoid eight: 735.048 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,267.525 733,234.785 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.006 752.245 712,818.54 U eet 2,405,621.12 U eet θ: -0 34' 14.466 cale actor: 0.99998814 levation actor: 0.99988476 Combined actor: 0.99987291 NV 88 rthometric levation 2,467.99 U eet ound 3 1/2" diameter UC&G brass disk in old concrete headwall structure (approximately 2.6 miles north of Nampa City all) marked "B 143 1935" located on north side of Cherry Lane, approximately 0.8 miles east of Midland Road, approximately 0.20 miles west of Northside Boulevard and 7 feet south of centerline of current headwall and irrigation ditch. NG P = 0666. ee NG data sheet in appendix of this report for further detail. 07C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 49

tation ata heet tation esignation: C 143 tation Location: 33-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 03.17433" N 116 35' 04.10096" W llipsoid eight: 731.155 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,890.769 732,664.690 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.006 748.364 718,144.13 U eet 2,403,750.74 U eet θ: -0 34' 33.063 cale actor: 0.99998908 levation actor: 0.99988537 Combined actor: 0.99987446 NV 88 rthometric levation 2,455.26 U eet ound 3 1/2" diameter UC&G brass disk in 6" square concrete post 6" above ground level (approximately 3.7 miles north of Nampa City all) marked "C 143 1935" located on the north side of Ustick Road, approximately 2300 feet east of Midland Road. NG P = 0667. ee NG data sheet in appendix of this report for further detail. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 50

tation ata heet tation esignation: UL tation Location: 36-4N-R3W N 83 (92) Geodetic Coordinates 43 38' 20.77018" N 116 37' 59.49467" W llipsoid eight: 722.360 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 219,474.456 728,739.096 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: NG ixed GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.000 739.643 720,059.11 U eet 2,390,871.52 U eet θ: -0 36' 34.305 cale actor: 0.99999577 levation actor: 0.99988675 Combined actor: 0.99988252 NV 88 rthometric levation 2,426.64 U eet ound NG 9/16" diameter stainless steel rod monument in monument box at Caldwell ndustrial irport per NG description (approximately 5.0 miles northwest of Nampa City all). NG P = C5204. ee NG data sheet in appendix of this report for further detail. 09PR2004 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 51

tation ata heet tation esignation: 141 tation Location: 8-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 34.99047" N 116 28' 25.47579" W llipsoid eight: 753.320 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,085.524 741,575.967 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.006 770.347 708,940.59 U eet 2,432,987.15 U eet θ: -0 29' 57.158 cale actor: 0.99997530 levation actor: 0.99988190 Combined actor: 0.99985720 NV 88 rthometric levation 2,527.38 U eet ound 3 1/2" diameter UC&G brass disk in 9" square concrete post (approximately 5.2 miles east of Nampa City all) marked " 141 1935" on west side of outh Mcermott Road, approximately 1700 feet north of ast ranklin Road, 33 feet west of road centerline, 46 feet south of near rail of east-west railroad tracks, with orange fiberglass witness post 1 foot northwest. NG P = 0024. ee NG data sheet in appendix of this report for further detail. 08C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 52

tation ata heet tation esignation: G 416 tation Location: 13-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 49.24089" N 116 30' 53.67747" W llipsoid eight: 765.452 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,703.451 738,239.749 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.007 782.551 704,406.24 U eet 2,422,041.58 U eet θ: -0 31' 38.946 cale actor: 0.99998023 levation actor: 0.99988000 Combined actor: 0.99986023 NV 88 rthometric levation 2,567.42 U eet ound 3 1/2" diameter NG brass disk set in rock outcrop (approximately 2.9 miles east of Nampa City all) marked "G 416 1988", 1.6 feet southeast of wire right-of-way fence with orange fiberglass witness post 0.85 feet northeast. NG P = 1115. ee NG data sheet in appendix of this report for further detail. 29JUN2002 s of 09C2006, ongoing heavy construction in the area appears to have destroyed or possibly buried the point. he right-of-way fence and witness post are both gone. PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 53

tation ata heet tation esignation: M 223 tation Location: 36-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 06.79394" N 116 31' 00.60606" W llipsoid eight: 752.725 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,691.723 738,038.101 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled rror llipse emi major axis (95% Confidence Level) asting: 0.006 769.826 687,963.60 U eet 2,421,380.00 U eet θ: -0 31' 42.149 cale actor: 0.99998054 levation actor: 0.99988199 Combined actor: 0.99986253 NV 88 rthometric levation 2,525.67 U eet ound 3 1/2" diameter UC&G brass disk set in 6" square concrete post (approximately 3.4 miles southeast of Nampa City all) marked "M 223 1941", 24 feet southwest of the centerline of Railroad treet (Note: he NG description is calling Railroad treet Greenhurst Road), 0.25 miles northwest of appy Valley Road, north 50 west, 30.0 feet from power pole, with fiberglass witness post 1.4 feet southwest. NG P = 0513. ee NG data sheet in appendix of this report for further detail. 10C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 54

tation ata heet tation esignation: 67 tation Location: 24-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 51.63801" N 116 31' 17.73558" W llipsoid eight: 754.040 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,930.794 737,683.658 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: NG ixed GP erived rror llipse emi major axis (95% Confidence Level) asting: 0.000 771.150 698,590.45 U eet 2,420,217.13 U eet θ: -0 31' 54.975 cale actor: 0.99998108 levation actor: 0.99988179 Combined actor: 0.99986287 NV 88 rthometric levation 2,530.01 U eet ound NG 9/16" diameter stainless steel rod monument in monument box at Nampa Municipal irport per NG description (approximately 2.4 miles east of Nampa City all). NG P = C5218. ee NG data sheet in appendix of this report for further detail. 09C2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 Page 55

ppendix Photo Control Points 2000 or City of Nampa, Located in Canyon County, daho able of Contents cope of Project.... -1 escription of Methods mployed....-1 Level of ccuracy.... -2 V GP eights and rthometric levations.... -3 V ata Presentation.... -4 Control Notes.... -4 Control Placement iagrams.... -6 tation ata ummary.... -8 tation escription heets.... -14 Prepared By Project Number 00004 Copyright 2006 rbiech, nc.

cope of Project his project was performed as a subcontract to 3i, LLC of ugene, regon for the city of Nampa, daho. he purpose of this project was to provide the ground control for an initial aerial mapping project. he project area lies within portions of ownships 2 North through 4 North and Ranges 1 West through 3 West of the Boise Meridian. escription of Methods mployed he project required daho tate Plane Coordinates (PC) (based on N 83(92) RN) and NV 88 elevations to be established on 98 new photo control points. n addition to the new points, existing points included in this project consisted of four U Coast & Geodetic urvey (UC&G) or National Geodetic urvey (NG) bench marks and two NG igh ccuracy Reference Network (RN) points for a total of 104 points in the project. he 98 new points have various forms of monumentation including some natural monuments at post flight identified objects. ll set monuments consist of either a 5/8 diameter X 30 long rebar with attached 2 diameter aluminum cap or a 2 diameter aluminum washer and PK brand masonry nail ¼ diameter X 2 ½ long set in asphalt pavement. ypical cap or washer stamping for the monumented points is as shown in the diagrams below: R B C 0 0-0 0 4-0 0 1 C N R L L 7 3 2 1 P N R B C 0 0-0 0 4-0 0 1 P K C N R L L 7 3 2 1 P N -1

he survey was performed using static GP methods utilizing a combination of wooden slip leg tripods and an adjustable height rod with an attached bipod. nitially, a network survey was completed incorporating nine of the 104 points that included two RN points. rom the initial network the remainder of the points were measured in a radial fashion with ties made from a minimum of two of the network points. ll measurements for determining the positions established by this survey were made using two (2) Leica ystem 300 dual frequency Global Positioning ystem (GP) receivers. he manufacturer s stated accuracy of this equipment is 5 mm ± 1 ppm for static surveys. GP baseline data was processed utilizing the broadcast orbits with Leica K, Version 2.3. ll foot measurements shown in this report are based on the U.. urvey oot definition. Level of ccuracy he GP baselines were combined in a minimally constrained least squares adjustment, holding NG RN station 67 fixed, to check the validity of the GP measurements within themselves, with the largest error ellipse (2σ/95% confidence level) having a semi major axis of 0.06 feet (18 mm) at point 00-004-007, with the largest vertical residual being 0.09 feet (28 mm) also at station 00-004-007. he network was then constrained to NG RN stations UL and 67 (holding the C Cartesian coordinates) with the largest error ellipse having a semi major axis of 0.06 feet (18 mm) again at point 00-004-007, with the largest vertical residual being 0.09 feet (28 mm) also at point 00-004-007. he adjusted N 83(92) RN based latitudes and longitudes were then transformed to daho West Zone tate Plane Coordinate (PC) by applying the zone parameters to the GP measurements. rthometric heights were derived by applying the NG geoid model G99 to the adjusted ellipsoid heights based on the fixed heights at NG stations UL and 67 and then applying a mean local datum shift as determined at NG bench marks C 143, 141, G 416 and P 223 by differencing the GP derived heights with the leveled elevations per NG for those stations. he resultant local datum shift was -0.01 feet (-0.003 meters). his local shift was then applied equally to all new non-leveled stations in the network. -2

V GP eights and rthometric levations rthometric height elevations are not to be confused with GP heights. GP heights are based upon a mathematical surface called the ellipsoid, while orthometric elevations are based upon a surface called the geoid. Both of the surfaces are the zero points for their respective heights. o convert the GP ellipsoidal height to an orthometric height elevation, we need to know the difference in height between the two systems. his difference is not constant and changes gradually from point to point in any given area. t also varies due to changes in gravity associated with changing terrain, for example, mountains. his change is referred to as the geoidal undulation. ifferential leveling measures the difference in height above the geoid between two bench marks. GP, on the other hand, measures the difference in height above the ellipsoid between the two marks. he relationship between the two systems can be represented by the following formula: N + = h where N is the geoidal separation, which varies is the orthometric height h is the ellipsoidal height o convert h to, you need N. he accuracy of GP derived elevations depends upon how well N is known. ur firm employs the G99 model developed by the National Geodetic urvey to determine the value of N. he G99 model is known as a hybrid geoid model, combining gravimetric information with GP ellipsoid heights on leveled bench marks. he G99 model was developed to support direct conversion between N 83 GP ellipsoidal heights and NV 88 orthometric heights. When comparing the G99 model with GP ellipsoidal heights in the N 83 reference frame and leveling in the NV 88 datum, it is seen that G99 has roughly a 4.6 cm (0.15 feet) absolute accuracy (one sigma) in the regions of GP on bench mark coverage. n those states with sparse (150km+) GP on bench mark coverage, less point accuracy may be evident; but relative accuracy at about a 1 to 2 part-per-million level, or better, should still be obtained. Because G99 is only a model and could contain small errors, we do not currently consider geoid-corrected GP orthometric heights as a substitute for geodetic leveling in meeting the ederal Geodetic Control ubcommittee (GC) standards for vertical control networks. Work is under way on improving the model, and at present, many less stringent requirements can be met using the current model. -3

he remainder of this report consists of Control Placement iagrams, a ummary of tation ata and tation ata heets. hereby certify that this survey was conducted by me between July and eptember 2000 at the request of 3i, LLC of ugene, R for the city of Nampa,. PRNL LN URVYR RG R L BY G RGG XPRN: MY 31, 2008-5

36 4N 3N 1 31 UL 6 2000 CNRL NWRK 36 00-004-145 31 1 6 00-004-013 141 00-004-085 67 36 3N 2N 1 31 00-004-001 6 36 1 31 6 00-003-065 N R3W R2W 1" = 7,000 eet 2000 NWRK PN 00-004-077 R2W R1W PPRXM CN LN -6

36 4N 3N 1 36 3N 2N 1 UL 00-004-031 00-004-009 00-004-037 00-004-065 00-004-011 00-004-060 00-004-007 00-004-005 00-004-003 00-004-013 00-004-027 00-004-015 00-004-017 00-004-033 00-004-029 00-004-035 00-004-039 00-004-043 00-004-053 00-004-019 00-004-045 00-004-001 00-004-021 R3W R2W 31 6 00-004-047 00-004-061 00-004-059 00-004-057 00-004-051 00-004-049 00-004-063 C 143 00-004-067 00-004-071 00-004-073 00-004-075 00-004-099 00-004-081 00-004-079 00-004-077 00-004-076 00-004-089 00-004-087 00-004-085 00-004-091 00-004-093 00-004-095 00-004-041 00-004-069 00-004-097 00-004-125 00-004-152 00-004-179 00-004-055 00-004-025 00-004-083 00-004-111 00-004-139 00-004-166 31 6 00-004-023 2000 MPPNG PN 00-004-101 00-004-103 00-004-117 00-004-115 00-004-113 00-004-109 00-004-107 00-004-105 36 00-004-119 00-004-121 00-004-123 00-004-127 00-004-129 00-004-131 00-004-145 1 00-004-143 00-004-141 67 00-004-136 36 G 416 00-004-135 1 00-004-133 6 00-004-147 00-004-149 00-004-151 00-004-154 00-004-155 00-004-157 R2W R1W 31 00-004-172 00-004-177 00-004-167 00-004-163 00-003-065 00-004-161 00-004-173 00-004-175 141 00-004-169 31 6 P 223 00-004-183 00-004-181 00-004-189 00-004-187 00-004-185 N 1" = 7,000 eet 2000 NWRK PN 2000 MPPNG PN PPRXM CN LN -7

GP Mapping Control 2000 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 00-003-065 43 32' 52.99724" 116 29' 13.16864" 686495.18 2429279.17 2567.82-0 30' 27.988" 0.99997694 0.99987997 0.99985692 00-004-001 43 32' 48.31069" 116 38' 01.00248" 686399.45 2390402.67 2560.14-0 36' 31.632" 0.99999603 0.99988037 0.99987640 00-004-003 43 33' 38.23066" 116 37' 58.60123" 691451.84 2390633.18 2560.43-0 36' 30.535" 0.99999590 0.99988036 0.99987626 00-004-005 43 34' 51.37496" 116 37' 58.25869" 698857.25 2390737.06 2460.02-0 36' 31.115" 0.99999585 0.99988516 0.99988101 00-004-007 43 36' 00.25629" 116 37' 58.63307" 705831.63 2390783.61 2448.98-0 36' 32.142" 0.99999582 0.99988569 0.99988151 00-004-009 43 37' 09.78576" 116 37' 58.42075" 712871.20 2390874.06 2440.43-0 36' 32.772" 0.99999577 0.99988610 0.99988187 00-004-011 43 37' 10.30335" 116 37' 30.87412" 712902.16 2392900.85 2443.98-0 36' 13.772" 0.99999469 0.99988592 0.99988062 00-004-013 43 36' 17.57742" 116 37' 28.93750" 707562.25 2392987.08 2447.90-0 36' 11.853" 0.99999465 0.99988574 0.99988039 00-004-015 43 34' 59.06937" 116 37' 30.35664" 699614.57 2392798.95 2464.76-0 36' 11.963" 0.99999475 0.99988493 0.99987968 00-004-017 43 34' 06.42137" 116 37' 22.59534" 694278.08 2393314.20 2480.08-0 36' 06.031" 0.99999448 0.99988420 0.99987867 00-004-019 43 32' 49.07507" 116 37' 25.73531" 686449.40 2393000.73 2575.00-0 36' 07.340" 0.99999464 0.99987966 0.99987430 00-004-021 43 32' 34.45208" 116 36' 45.50325" 684937.93 2395948.26 2555.29-0 35' 39.459" 0.99999309 0.99988060 0.99987369 00-004-023 43 33' 20.50595" 116 36' 46.04851" 689601.17 2395956.48 2506.92-0 35' 40.338" 0.99999309 0.99988291 0.99987600 00-004-025 43 34' 12.96760" 116 36' 46.93833" 694913.46 2395946.10 2473.98-0 35' 41.524" 0.99999309 0.99988449 0.99987758 00-004-027 43 35' 06.84812" 116 36' 47.84434" 700369.42 2395936.07 2462.93-0 35' 42.736" 0.99999310 0.99988502 0.99987811 00-004-029 43 36' 19.64024" 116 36' 47.14717" 707738.94 2396063.94 2454.72-0 35' 43.050" 0.99999303 0.99988541 0.99987844 00-004-031 43 37' 31.01188" 116 36' 47.26781" 714965.29 2396130.16 2445.73-0 35' 43.911" 0.99999300 0.99988584 0.99987883 00-004-033 43 38' 02.29342" 116 36' 47.26365" 718132.50 2396163.39 2442.33-0 35' 44.249" 0.99999298 0.99988600 0.99987898 00-004-035 43 38' 02.44966" 116 36' 04.08136" 718115.54 2399339.12 2452.75-0 35' 14.450" 0.99999133 0.99988550 0.99987683-8

GP Mapping Control 2000 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 00-004-037 43 37' 10.46907" 116 36' 05.72171" 712853.82 2399164.52 2454.18-0 35' 15.022" 0.99999142 0.99988543 0.99987685 00-004-039 43 35' 43.03217" 116 36' 01.36646" 703997.71 2399394.24 2464.10-0 35' 11.078" 0.99999130 0.99988496 0.99987626 00-004-041 43 34' 33.27201" 116 36' 02.44905" 696935.47 2399242.28 2478.74-0 35' 11.074" 0.99999138 0.99988426 0.99987564 00-004-043 43 33' 19.66188" 116 36' 06.93963" 689486.02 2398835.35 2488.66-0 35' 13.377" 0.99999159 0.99988378 0.99987538 00-004-045 43 32' 49.59608" 116 36' 00.46193" 686437.06 2399281.21 2540.85-0 35' 08.590" 0.99999136 0.99988129 0.99987265 00-004-047 43 32' 08.22040" 116 36' 11.48072" 682256.20 2398426.76 2539.21-0 35' 15.735" 0.99999180 0.99988136 0.99987317 00-004-049 43 31' 18.23203" 116 35' 19.30495" 677155.96 2402218.92 2539.07-0 34' 39.262" 0.99998986 0.99988137 0.99987123 00-004-051 43 32' 02.01753" 116 35' 19.76759" 681589.44 2402229.54 2603.17-0 34' 40.045" 0.99998986 0.99987831 0.99986816 00-004-053 43 33' 17.51016" 116 35' 13.51235" 689228.20 2402767.24 2490.58-0 34' 36.536" 0.99998958 0.99988369 0.99987327 00-004-055 43 34' 33.30327" 116 35' 19.09960" 696906.20 2402433.24 2475.18-0 34' 41.190" 0.99998975 0.99988442 0.99987418 00-004-057 43 35' 25.39418" 116 35' 20.67788" 702181.46 2402370.31 2473.02-0 34' 42.830" 0.99998978 0.99988453 0.99987431 00-004-059 43 36' 19.30201" 116 35' 21.42898" 707640.08 2402370.18 2468.65-0 34' 43.920" 0.99998978 0.99988474 0.99987452 00-004-060 43 36' 56.58737" 116 35' 35.38576" 711425.55 2401381.65 2459.88-0 34' 53.944" 0.99999029 0.99988516 0.99987544 00-004-061 43 38' 02.61394" 116 35' 22.14912" 718100.77 2402422.93 2452.37-0 34' 45.513" 0.99998976 0.99988551 0.99987527 00-004-063 43 38' 02.73259" 116 34' 38.60480" 718080.64 2405625.24 2459.78-0 34' 15.463" 0.99998814 0.99988516 0.99987330 00-004-065 43 37' 10.64449" 116 34' 41.10406" 712808.64 2405388.85 2467.76-0 34' 16.643" 0.99998826 0.99988478 0.99987304 00-004-067 43 35' 23.60044" 116 34' 40.37005" 701970.09 2405334.83 2471.87-0 34' 15.016" 0.99998829 0.99988458 0.99987287 00-004-069 43 34' 33.44475" 116 34' 35.83103" 696888.62 2405618.36 2484.55-0 34' 11.362" 0.99998815 0.99988397 0.99987212 00-004-071 43 33' 23.94402" 116 34' 37.47135" 689853.05 2405427.60 2499.06-0 34' 11.766" 0.99998824 0.99988328 0.99987152-9

GP Mapping Control 2000 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 00-004-073 43 32' 21.15909" 116 34' 37.75217" 683496.47 2405343.69 2562.23-0 34' 11.303" 0.99998828 0.99988026 0.99986854 00-004-075 43 31' 35.77832" 116 34' 38.42548" 678902.30 2405248.40 2606.46-0 34' 11.292" 0.99998833 0.99987814 0.99986648 00-004-076 43 31' 02.48004" 116 34' 21.79165" 675518.81 2406440.47 2537.65-0 33' 59.488" 0.99998774 0.99988143 0.99986917 00-004-077 43 31' 04.04737" 116 33' 54.36123" 675657.61 2408463.12 2539.82-0 33' 40.614" 0.99998673 0.99988132 0.99986806 00-004-079 43 32' 10.44585" 116 33' 55.13145" 682380.79 2408472.25 2519.25-0 33' 41.830" 0.99998673 0.99988231 0.99986904 00-004-081 43 33' 18.05788" 116 33' 50.95481" 689223.29 2408846.91 2499.37-0 33' 39.649" 0.99998654 0.99988326 0.99986980 00-004-083 43 34' 30.55825" 116 33' 53.98837" 696565.95 2408695.50 2494.15-0 33' 42.487" 0.99998662 0.99988351 0.99987013 00-004-085 43 35' 42.41793" 116 33' 54.96429" 703842.28 2408695.04 2482.90-0 33' 43.900" 0.99998662 0.99988405 0.99987067 00-004-087 43 36' 44.53103" 116 33' 54.60169" 710130.85 2408783.44 2471.78-0 33' 44.290" 0.99998657 0.99988458 0.99987115 00-004-089 43 38' 02.98739" 116 33' 54.55705" 718074.40 2408864.70 2463.85-0 33' 45.067" 0.99998653 0.99988496 0.99987149 00-004-091 43 38' 03.07401" 116 33' 11.90767" 718052.60 2412001.15 2474.56-0 33' 15.635" 0.99998500 0.99988444 0.99986944 00-004-093 43 37' 11.29687" 116 33' 11.65327" 712810.06 2411969.15 2469.08-0 33' 14.934" 0.99998501 0.99988471 0.99986972 00-004-095 43 35' 42.42796" 116 33' 10.68867" 703811.57 2411953.12 2501.21-0 33' 13.366" 0.99998502 0.99988317 0.99986819 00-004-097 43 34' 29.78785" 116 33' 10.83795" 696457.03 2411871.07 2486.84-0 33' 12.732" 0.99998506 0.99988386 0.99986892 00-004-099 43 33' 25.96595" 116 33' 02.90897" 689989.60 2412392.47 2511.10-0 33' 06.619" 0.99998481 0.99988270 0.99986751 00-004-101 43 32' 12.28326" 116 33' 10.92028" 682535.14 2411730.54 2518.03-0 33' 11.392" 0.99998513 0.99988237 0.99986750 00-004-103 43 31' 02.21021" 116 33' 10.84699" 675440.42 2411667.46 2547.51-0 33' 10.629" 0.99998516 0.99988095 0.99986612 00-004-105 43 31' 37.37634" 116 32' 25.86360" 678969.14 2415015.70 2551.89-0 32' 40.004" 0.99998354 0.99988074 0.99986429 00-004-107 43 32' 28.87739" 116 32' 31.16289" 684187.16 2414674.96 2522.50-0 32' 44.170" 0.99998371 0.99988215 0.99986586-10

GP Mapping Control 2000 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 00-004-109 43 33' 42.08302" 116 32' 36.19788" 691602.56 2414374.84 2510.27-0 32' 48.373" 0.99998385 0.99988273 0.99986659 00-004-111 43 34' 33.34412" 116 32' 30.72406" 696788.77 2414827.30 2515.62-0 32' 45.114" 0.99998363 0.99988248 0.99986612 00-004-113 43 35' 25.85951" 116 32' 34.43804" 702108.43 2414604.65 2504.97-0 32' 48.201" 0.99998374 0.99988299 0.99986673 00-004-115 43 36' 53.68830" 116 32' 27.39822" 710995.98 2415207.39 2483.45-0 32' 44.224" 0.99998345 0.99988402 0.99986747 00-004-117 43 38' 02.83167" 116 32' 30.28163" 717998.66 2415062.03 2481.25-0 32' 46.905" 0.99998352 0.99988412 0.99986764 00-004-119 43 38' 02.88653" 116 31' 47.54673" 717974.47 2418204.74 2484.41-0 32' 17.413" 0.99998203 0.99988397 0.99986600 00-004-121 43 36' 44.28336" 116 31' 45.39874" 710014.55 2418288.01 2495.48-0 32' 15.157" 0.99998199 0.99988344 0.99986543 00-004-123 43 35' 24.92376" 116 31' 50.10340" 701982.80 2417866.42 2543.44-0 32' 17.620" 0.99998219 0.99988115 0.99986334 00-004-125 43 34' 33.25546" 116 31' 46.26430" 696748.85 2418099.87 2512.96-0 32' 14.463" 0.99998208 0.99988260 0.99986468 00-004-127 43 33' 36.09291" 116 31' 44.81321" 690960.29 2418152.44 2501.30-0 32' 12.900" 0.99998205 0.99988316 0.99986521 00-004-129 43 32' 48.75587" 116 31' 46.41816" 686168.66 2417989.34 2512.60-0 32' 13.539" 0.99998213 0.99988262 0.99986475 00-004-131 43 31' 28.62279" 116 31' 44.42571" 678054.07 2418060.09 2574.09-0 32' 11.376" 0.99998210 0.99987968 0.99986178 00-004-133 43 31' 28.44806" 116 31' 01.41699" 678006.94 2421228.46 2563.05-0 31' 41.753" 0.99998061 0.99988020 0.99986082 00-004-135 43 32' 48.95517" 116 31' 04.76246" 686160.30 2421057.25 2537.77-0 31' 44.840" 0.99998069 0.99988141 0.99986211 00-004-136 43 33' 41.44986" 116 31' 04.62684" 691475.14 2421116.33 2536.60-0 31' 45.256" 0.99998066 0.99988147 0.99986214 00-004-139 43 34' 33.30171" 116 31' 04.04356" 696724.61 2421207.76 2512.78-0 31' 45.357" 0.99998062 0.99988261 0.99986323 00-004-141 43 35' 39.42204" 116 31' 05.08058" 703419.84 2421193.30 2583.06-0 31' 46.714" 0.99998063 0.99987925 0.99985988 00-004-143 43 36' 44.21568" 116 31' 03.08227" 709978.71 2421400.96 2501.51-0 31' 45.965" 0.99998053 0.99988315 0.99986368 00-004-145 43 38' 03.15134" 116 31' 03.96264" 717971.41 2421410.09 2502.24-0 31' 47.338" 0.99998053 0.99988311 0.99986364-11

GP Mapping Control 2000 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 00-004-147 43 37' 10.43246" 116 30' 24.35346" 712606.97 2424274.24 2508.46-0 31' 19.499" 0.99997921 0.99988281 0.99986202 00-004-149 43 36' 19.02718" 116 30' 20.80917" 707399.90 2424487.58 2512.58-0 31' 16.563" 0.99997911 0.99988262 0.99986173 00-004-151 43 35' 12.57883" 116 30' 19.33108" 700671.16 2424535.16 2592.44-0 31' 14.909" 0.99997909 0.99987880 0.99985789 00-004-152 43 34' 33.85492" 116 30' 13.16349" 696746.34 2424953.52 2562.62-0 31' 10.287" 0.99997890 0.99988022 0.99985912 00-004-154 43 33' 28.03907" 116 30' 19.34361" 690086.79 2424438.05 2550.72-0 31' 13.919" 0.99997913 0.99988079 0.99985993 00-004-155 43 33' 00.41875" 116 29' 36.73406" 687262.03 2427550.45 2560.76-0 30' 44.295" 0.99997772 0.99988031 0.99985803 00-004-157 43 31' 56.10244" 116 30' 20.62327" 680779.35 2424259.24 2556.37-0 31' 13.922" 0.99997921 0.99988052 0.99985974 00-004-161 43 32' 21.48699" 116 29' 36.25789" 683320.00 2427550.28 2563.16-0 30' 43.600" 0.99997772 0.99988020 0.99985792 00-004-163 43 33' 40.73023" 116 29' 37.24399" 691343.79 2427549.40 2557.35-0 30' 45.025" 0.99997772 0.99988047 0.99985820 00-004-166 43 34' 33.68552" 116 29' 35.93635" 696704.51 2427693.62 2573.50-0 30' 44.622" 0.99997765 0.99987970 0.99985736 00-004-167 43 35' 26.11427" 116 29' 36.62284" 702013.25 2427690.58 2636.18-0 30' 45.588" 0.99997766 0.99987671 0.99985437 00-004-169 43 36' 18.36342" 116 29' 36.43670" 707303.24 2427751.62 2521.23-0 30' 45.951" 0.99997763 0.99988220 0.99985983 00-004-172 43 37' 27.25589" 116 29' 37.34938" 714279.08 2427746.93 2518.06-0 30' 47.227" 0.99997763 0.99988235 0.99985998 00-004-173 43 37' 10.30485" 116 28' 52.15867" 712533.30 2431055.62 2523.41-0 30' 15.890" 0.99997615 0.99988209 0.99985825 00-004-175 43 36' 35.33036" 116 28' 56.96275" 708995.31 2430671.02 2520.60-0 30' 18.881" 0.99997632 0.99988223 0.99985855 00-004-177 43 35' 50.92046" 116 28' 53.33404" 704496.55 2430898.38 2554.68-0 30' 15.967" 0.99997622 0.99988060 0.99985682 00-004-179 43 34' 32.92179" 116 28' 56.46462" 696601.39 2430598.43 2629.22-0 30' 17.404" 0.99997636 0.99987704 0.99985340 00-004-181 43 33' 40.38271" 116 28' 54.18895" 691280.48 2430719.11 2571.17-0 30' 15.349" 0.99997630 0.99987981 0.99985612 00-004-183 43 33' 39.22205" 116 28' 25.35034" 691144.38 2432841.40 2592.80-0 29' 55.463" 0.99997537 0.99987878 0.99985415-12

tation ata heet tation esignation: 00-003-065 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 32' 52.99724" N 116 29' 13.16864" W llipsoid eight: 765.604 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,244.149 740,445.771 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,495.18 U eet asting: 2,429,279.17 U eet θ: -0 30' 27.988 cale actor: 0.99997694 levation actor: 0.99987997 Combined actor: 0.99985692 NV 88 rthometric levation 782.674 2,567.82 U eet ound a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap. Point is located on the northerly side of West Lake azel Road across the road from house #6805 (Pline arms, nc.). o reach from the intersection of Robinson Boulevard and Lake azel Road, take Lake azel Road southeast for 0.35 miles to the point on the left (north) side of the road. Point is located 17 feet northeast of the centerline of the road and north 70 west, 30.0 feet from the southwest corner of a 3 foot square concrete irrigation box. 22JUN2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-14

tation ata heet tation esignation: 00-004-001 tation Location: 36-3N-R3W N 83 (92) Geodetic Coordinates 43 32' 48.31069" N 116 38' 01.00248" W llipsoid eight: 763.045 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,214.972 728,596.191 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,399.45 U eet asting: 2,390,402.67 U eet θ: -0 36' 31.632 cale actor: 0.99999603 levation actor: 0.99988037 Combined actor: 0.99987640 NV 88 rthometric levation 780.332 2,560.14 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located near the "Gotts Point ccess" entrance gate into eer lat National Wildlife Refuge at the west end of Greenhurst Road, approximately 1.0 miles west of the intersection with Middleton Road, 107 feet west of the gate (could be locked), 4.2 feet south of an east-west wire fence and south 80 west, 32 feet from a 6" diameter steel post angle point in a cable fence running east and south. 22UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-15

tation ata heet tation esignation: 00-004-003 tation Location: 31-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 38.23066" N 116 37' 58.60123" W llipsoid eight: 763.126 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,754.941 728,666.451 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,451.84 U eet asting: 2,390,633.18 U eet θ: -0 36' 30.535 cale actor: 0.99999590 levation actor: 0.99988036 Combined actor: 0.99987626 NV 88 rthometric levation 780.421 2,560.43 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant at the intersection of Midway Road and Lake Lowell venue, approximately 250 feet south of Lake Lowell venue, 12 feet east of the center of Midland Boulevard, 2 feet east of the east fog line and 1 foot west of the east edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-16

tation ata heet tation esignation: 00-004-005 tation Location: 19-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 51.37496" N 116 37' 58.25869" W llipsoid eight: 732.513 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,012.115 728,698.113 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 698,857.25 U eet asting: 2,390,737.06 U eet θ: -0 36' 31.115 cale actor: 0.99999585 levation actor: 0.99988516 Combined actor: 0.99988101 NV 88 rthometric levation 749.815 2,460.02 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the east side of Midway Road, approximately 750 feet south of intersection with mith venue, approximately 125 feet north of the north driveway for #14294, 13 feet east of the center of Midway Road and 1 foot west of the east edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-17

tation ata heet tation esignation: 00-004-007 tation Location: 13-3N-R3W N 83 (92) Geodetic Coordinates 43 36' 00.25629" N 116 37' 58.63307" W llipsoid eight: 729.146 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,137.911 728,712.302 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 705,831.63 U eet asting: 2,390,783.61 U eet θ: -0 36' 32.142 cale actor: 0.99999582 levation actor: 0.99988569 Combined actor: 0.99988151 NV 88 rthometric levation 746.450 2,448.98 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of Midway Road, approximately 1750 feet south of intersection with Karcher Road (tate ighway 55), 11 feet west of the center of Midway Road and 3 feet east of the west edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-18

tation ata heet tation esignation: 00-004-009 tation Location: 7-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 09.78576" N 116 37' 58.42075" W llipsoid eight: 726.542 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,283.577 728,739.872 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,871.20 U eet asting: 2,390,874.06 U eet θ: -0 36' 32.772 cale actor: 0.99999577 levation actor: 0.99988610 Combined actor: 0.99988187 NV 88 rthometric levation 743.845 2,440.43 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant at the intersection of Midway Road and omedale Road, 17 feet south of the center of omedale Road and 17 feet east of the center of Midway Road. 2 3/4" brass disk for the northwest corner of ection 7, 3N, R2W bears north 45 west, 28 feet. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-19

tation ata heet tation esignation: 00-004-011 tation Location: 6-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 10.30335" N 116 37' 30.87412" W llipsoid eight: 727.636 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,293.012 729,357.637 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,902.16 U eet asting: 2,392,900.85 U eet θ: -0 36' 13.772 cale actor: 0.99999469 levation actor: 0.99988592 Combined actor: 0.99988062 NV 88 rthometric levation 744.927 2,443.98 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of omedale Road, between Portner Road and Nampa-Caldwell Boulevard (old U ighway 30), approximately 300 feet westerly of the Nampa-Caldwell Boulevard intersection, 98 feet east of the center of Portner Road, 10 feet north of the center of omedale Road and 4 feet south of the north edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-20

tation ata heet tation esignation: 00-004-013 tation Location: 18-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 17.57742" N 116 37' 28.93750" W llipsoid eight: 728.830 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,665.405 729,383.920 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,562.25 U eet asting: 2,392,987.08 U eet θ: -0 36' 11.853 cale actor: 0.99999465 levation actor: 0.99988574 Combined actor: 0.99988039 NV 88 rthometric levation 746.121 2,447.90 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the south side of Karcher Road (tate ighway 55) at MP 15.05, approximately 0.6 miles west of the intersection with Middleton Road, approximately 285 feet east of MP 15, 24 feet south of the highway centerline and in the center of a parallel dirt road between the highway and a field south of the highway. 22UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-21

tation ata heet tation esignation: 00-004-015 tation Location: 19-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 59.06937" N 116 37' 30.35664" W llipsoid eight: 733.969 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,242.947 729,326.578 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 699,614.57 U eet asting: 2,392,798.95 U eet θ: -0 36' 11.963 cale actor: 0.99999475 levation actor: 0.99988493 Combined actor: 0.99987968 NV 88 rthometric levation 751.260 2,464.76 U eet Point is a post aerial flight photo identified object, no monument was set, and is the south end of the southwest wing wall at mith venue crossing of the Phyllis Canal, approximately 2000 feet east of the intersection with Midway Road, and 25 feet south of the center of mith venue. he point was measured on the top of the wall at the center of the south end of the 12" thick concrete wall which is dated "1970". 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-22

tation ata heet tation esignation: 00-004-017 tation Location: 30-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 06.42137" N 116 37' 22.59534" W llipsoid eight: 738.647 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,616.381 729,483.627 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 694,278.08 U eet asting: 2,393,314.20 U eet θ: -0 36' 06.031 cale actor: 0.99999448 levation actor: 0.99988420 Combined actor: 0.99987867 NV 88 rthometric levation 755.930 2,480.08 U eet Point is a post aerial flight photo identified object, no monument was set, and is the southwest corner of a 9' X 18' concrete irrigation structure on the south side of Roosevelt venue, approximately midpoint between Midway venue and Middleton Road, 60 feet south of the center of Roosevelt venue and 9 feet east of the center of a field road. 12P2000 his point was monumented in 2002 as 02-001-011, however, the irrigation structure (and monument) has been removed as of mid-2006. PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-23

tation ata heet tation esignation: 00-004-019 tation Location: 6-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 49.07507" N 116 37' 25.73531" W llipsoid eight: 767.587 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,230.196 729,388.082 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,449.40 U eet asting: 2,393,000.73 U eet θ: -0 36' 07.340 cale actor: 0.99999464 levation actor: 0.99987966 Combined actor: 0.99987430 NV 88 rthometric levation 784.860 2,575.00 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Greenhurst Road, approximately 3000 feet west of the intersection with Middleton Road, approximately 26 feet west of a culvert crossing under the road, 11 feet south of the center of the road and 1 foot north of the south edge of pavement. 11P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-24

tation ata heet tation esignation: 00-004-021 tation Location: 6-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 34.45208" N 116 36' 45.50325" W llipsoid eight: 761.601 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,769.499 730,286.489 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 684,937.93 U eet asting: 2,395,948.26 U eet θ: -0 35' 39.459 cale actor: 0.99999309 levation actor: 0.99988060 Combined actor: 0.99987369 NV 88 rthometric levation 778.855 2,555.29 U eet Point is a post aerial flight photo identified object, no monument was set, and is the intersection of the west edge of a paved driveway with the south edge of pavement on Coyote Cove. Point is approximately 1600 feet south of Greenhurst Road at the intersection of Middleton Road (north only), Coyote Cove (west only) and a driveway south into #11001. 11P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-25

tation ata heet tation esignation: 00-004-023 tation Location: 31-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 20.50595" N 116 36' 46.04851" W llipsoid eight: 746.848 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,190.857 730,288.995 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,601.17 U eet asting: 2,395,956.48 U eet θ: -0 35' 40.338 cale actor: 0.99999309 levation actor: 0.99988291 Combined actor: 0.99987600 NV 88 rthometric levation 764.110 2,506.92 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of Middleton Road, approximately 500 feet north of the intersection with owa venue, across road and approximately 150 feet south of the mailbox for #1306, approximately 13 feet west of the center of Middleton Road, 2 feet west of the west fog line and 1 foot east of the west edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-26

tation ata heet tation esignation: 00-004-025 tation Location: 30-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 12.96760" N 116 36' 46.93833" W llipsoid eight: 736.801 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,810.045 730,285.831 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 694,913.46 U eet asting: 2,395,946.10 U eet θ: -0 35' 41.524 cale actor: 0.99999309 levation actor: 0.99988449 Combined actor: 0.99987758 NV 88 rthometric levation 754.070 2,473.98 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of Middleton Road, approximately 600 feet north of intersection with Roosevelt venue, across the road and approximately 100 feet north of the driveway to #82, approximately 13 feet west of the center of Middleton Road, 1 foot west of the west fog line and 1 foot east of the west edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-27

tation ata heet tation esignation: 00-004-027 tation Location: 19-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 06.84812" N 116 36' 47.84434" W llipsoid eight: 733.431 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,473.027 730,282.773 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 700,369.42 U eet asting: 2,395,936.07 U eet θ: -0 35' 42.736 cale actor: 0.99999310 levation actor: 0.99988502 Combined actor: 0.99987811 NV 88 rthometric levation 750.703 2,462.93 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the west side of Middleton Road, between mith venue and rchard venue, approximately 800 feet north of the mith venue intersection, at east end of "saiah rain", 38 feet west of the center of the road and 7 feet east of the east top of bank of the drain. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-28

tation ata heet tation esignation: 00-004-029 tation Location: 8-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 19.64024" N 116 36' 47.14717" W llipsoid eight: 730.928 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,719.262 730,321.749 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,738.94 U eet asting: 2,396,063.94 U eet θ: -0 35' 43.050 cale actor: 0.99999303 levation actor: 0.99988541 Combined actor: 0.99987844 NV 88 rthometric levation 748.200 2,454.72 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant at the intersection of Middleton Road and Karcher Road (tate ighway 55), approximately 180 feet north of the center of Karcher Road, 28 feet south of the center of the west driveway into a "Maverick" County tore/gas tation and 29 feet east of the center of Middleton Road measured from the approximate center of the southbound left turn lane. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-29

tation ata heet tation esignation: 00-004-031 tation Location: 5-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 31.01188" N 116 36' 47.26781" W llipsoid eight: 728.193 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,921.857 730,341.934 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 714,965.29 U eet asting: 2,396,130.16 U eet θ: -0 35' 43.911 cale actor: 0.99999300 levation actor: 0.99988584 Combined actor: 0.99987883 NV 88 rthometric levation 745.461 2,445.73 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the east side of Middleton Road, approximately 900 feet north of intersection with Cherry Lane, approximately 140 feet north of the driveway for house #17364, 21 feet east of the center of the road and 8 feet east of the east edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-30

tation ata heet tation esignation: 00-004-033 tation Location: 5-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.29342" N 116 36' 47.26365" W llipsoid eight: 727.158 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,887.224 730,352.062 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,132.50 U eet asting: 2,396,163.39 U eet θ: -0 35' 44.249 cale actor: 0.99999298 levation actor: 0.99988600 Combined actor: 0.99987898 NV 88 rthometric levation 744.425 2,442.33 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant at the intersection of Ustick Road and Middleton Road, 20 feet south of the center of Ustick Road and 32 feet east of the center of Middleton Road. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-31

tation ata heet tation esignation: 00-004-035 tation Location: 5-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.44966" N 116 36' 04.08136" W llipsoid eight: 730.355 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,882.054 731,320.027 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,115.54 U eet asting: 2,399,339.12 U eet θ: -0 35' 14.450 cale actor: 0.99999133 levation actor: 0.99988550 Combined actor: 0.99987683 NV 88 rthometric levation 747.601 2,452.75 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Ustick Road between Middleton Road and Midland Boulevard, approximately 2100 feet west of intersection with Midland Boulevard, 13 feet south of the center of the road, 2 feet south of the south fog line and 1 foot north of the south edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-32

tation ata heet tation esignation: 00-004-037 tation Location: 5-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 10.46907" N 116 36' 05.72171" W llipsoid eight: 730.785 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,278.278 731,266.808 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,853.82 U eet asting: 2,399,164.52 U eet θ: -0 35' 15.022 cale actor: 0.99999142 levation actor: 0.99988543 Combined actor: 0.99987685 NV 88 rthometric levation 748.035 2,454.18 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Cherry Lane, approximately 2200 feet west of intersection with Midland Boulevard, approximately 140 feet west of mailbox for house #10392, 12 feet north of the center of the lane, 1 foot north of the north fog line and 1 foot south of the north edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-33

tation ata heet tation esignation: 00-004-039 tation Location: 17-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 43.03217" N 116 36' 01.36646" W llipsoid eight: 733.806 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,578.931 731,336.828 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 703,997.71 U eet asting: 2,399,394.24 U eet θ: -0 35' 11.078 cale actor: 0.99999130 levation actor: 0.99988496 Combined actor: 0.99987626 NV 88 rthometric levation 751.058 2,464.10 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Willow venue, near the west end of the dead end street, approximately 1800 feet north of rchard venue, approximately 1900 feet west of Midland Boulevard, 8 feet east of the fence line between ouse #'s 1440 and 1448, approximately 6 feet north of the center of Willow venue and 4 feet south of the north edge of pavement. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-34

tation ata heet tation esignation: 00-004-041 tation Location: 29-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.27201" N 116 36' 02.44905" W llipsoid eight: 738.273 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,426.355 731,290.508 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,935.47 U eet asting: 2,399,242.28 U eet θ: -0 35' 11.074 cale actor: 0.99999138 levation actor: 0.99988426 Combined actor: 0.99987564 NV 88 rthometric levation 755.523 2,478.74 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of lone tar Road, approximately 2100 feet west of intersection with Midland Boulevard, approximately 80 feet east of the crossing of the "Peters Lateral" irrigation canal, across the road and 21 feet west of the center of the driveway for #1608, 13 feet south of the center of the road, 2 feet south of the south fog line and 2 feet north of the south edge of pavement. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-35

tation ata heet tation esignation: 00-004-043 tation Location: 32-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 19.66188" N 116 36' 06.93963" W llipsoid eight: 741.301 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,155.758 731,166.477 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,486.02 U eet asting: 2,398,835.35 U eet θ: -0 35' 13.377 cale actor: 0.99999159 levation actor: 0.99988378 Combined actor: 0.99987538 NV 88 rthometric levation 758.547 2,488.66 U eet ound a 5/8" rebar set flush in pavement with destroyed yellow plastic cap at the intersection of West Georgia venue and West awaii venue, approximately 400 feet north of West owa venue and approximately 2400 feet west of outh Midland Boulevard; added painted aerial target. Point is N the centerline-centerline intersection of the streets, but is possibly the center of the bulb at this intersection. nother yellow plastic cap monument marked "UBBL NC PL 4431" bears south 70 east, 30.0 feet. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-36

tation ata heet tation esignation: 00-004-045 tation Location: 5-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 49.59608" N 116 36' 00.46193" W llipsoid eight: 757.214 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,226.433 731,302.375 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,437.06 U eet asting: 2,399,281.21 U eet θ: -0 35' 08.590 cale actor: 0.99999136 levation actor: 0.99988129 Combined actor: 0.99987265 NV 88 rthometric levation 774.452 2,540.85 U eet Point is a post aerial flight photo identified object, no monument was set, and is the southwest corner of a concrete irrigation box on the south side of Greenhurst Road, approximately 1970 feet west of the intersection with outh Midland Boulevard and 36 feet south of the center of Greenhurst Road. 11P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-37

tation ata heet tation esignation: 00-004-047 tation Location: 5-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 08.22040" N 116 36' 11.48072" W llipsoid eight: 756.717 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,952.107 731,041.938 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 682,256.20 U eet asting: 2,398,426.76 U eet θ: -0 35' 15.735 cale actor: 0.99999180 levation actor: 0.99988136 Combined actor: 0.99987317 NV 88 rthometric levation 773.954 2,539.21 U eet et a 3/8" diameter X 8" long spike nail. Point is a post aerial flight photo identified object and is at the intersection of the centerline of a north-south gravel road with the projection of an east-west ditch line to the west. Point is located approximately 4200 feet south of Greenhurst Road and approximately 2800 feet west of Midland Boulevard. o reach from the intersection of Midland Boulevard and arrison Lane, proceed west on arrison Lane approximately 1500 feet to intersection with Ginger Lane, continue west on a field road for approximately 1000 feet, park and walk west for approximately 300 feet to the point. 11P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-38

tation ata heet tation esignation: 00-004-049 tation Location: 9-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 18.23203" N 116 35' 19.30495" W llipsoid eight: 756.707 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,397.548 732,197.792 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 677,155.96 U eet asting: 2,402,218.92 U eet θ: -0 34' 39.262 cale actor: 0.99998986 levation actor: 0.99988137 Combined actor: 0.99987123 NV 88 rthometric levation 773.911 2,539.07 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located near the "chaffer's ccess" entrance gate into eer lat National Wildlife Refuge at the south end of io Lane, approximately 3700 feet south of Locust Lane, approximately 4200 feet west of tate ighway 45 (12th venue Road), approximately 128 feet west of the gate at the west side of the gravel parking area, 29 feet north of a gravel road and 17 feet south of an east-west wire fence. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-39

tation ata heet tation esignation: 00-004-051 tation Location: 4-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 02.01753" N 116 35' 19.76759" W llipsoid eight: 776.235 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,748.876 732,201.027 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 681,589.44 U eet asting: 2,402,229.54 U eet θ: -0 34' 40.045 cale actor: 0.99998986 levation actor: 0.99987831 Combined actor: 0.99986816 NV 88 rthometric levation 793.448 2,603.17 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the northeast side of Vista rive (Woodview cres ubdivision), approximately 700 feet north of Locust Lane, approximately 1050 feet east of Midland Boulevard, approximately 145 feet southeast of the center of driveway to #3614 and 5 feet southwest of the gutter flow line. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-40

tation ata heet tation esignation: 00-004-053 tation Location: 33-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 17.51016" N 116 35' 13.51235" W llipsoid eight: 741.910 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,077.176 732,364.919 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,228.20 U eet asting: 2,402,767.24 U eet θ: -0 34' 36.536 cale actor: 0.99998958 levation actor: 0.99988369 Combined actor: 0.99987327 NV 88 rthometric levation 759.131 2,490.58 U eet Point is a post aerial flight photo identified object, no monument was set, and is the center of a manhole cover at the intersection of da treet and akmont venue in the akmont subdivision, approximately 200 feet north of owa venue and approximately 1500 feet east of Midland Boulevard. 12P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-41

tation ata heet tation esignation: 00-004-055 tation Location: 28-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.30327" N 116 35' 19.09960" W llipsoid eight: 737.205 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,417.435 732,263.115 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,906.20 U eet asting: 2,402,433.24 U eet θ: -0 34' 41.190 cale actor: 0.99998975 levation actor: 0.99988442 Combined actor: 0.99987418 NV 88 rthometric levation 754.435 2,475.18 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant at the intersection of lone tar Road and Meadowview rive, approximately 1200 feet east of the Lone tar Road/Midland Boulevard intersection, 5 feet north of the back of curb on the south side of the road and approximately 40 feet west of the center of Meadowview rive. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-42

tation ata heet tation esignation: 00-004-057 tation Location: 21-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 25.39418" N 116 35' 20.67788" W llipsoid eight: 736.545 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,025.337 732,243.936 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 702,181.46 U eet asting: 2,402,370.31 U eet θ: -0 34' 42.830 cale actor: 0.99998978 levation actor: 0.99988453 Combined actor: 0.99987431 NV 88 rthometric levation 753.778 2,473.02 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant at the intersection of rchard venue and Roberts venue, approximately 1100 feet east of the rchard venue/midland Boulevard intersection, 27 feet south of the center of rchard venue and 18 feet east of the center of Roberts venue. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-43

tation ata heet tation esignation: 00-004-059 tation Location: 9-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 19.30201" N 116 35' 21.42898" W llipsoid eight: 735.212 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,689.127 732,243.894 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,640.08 U eet asting: 2,402,370.18 U eet θ: -0 34' 43.920 cale actor: 0.99998978 levation actor: 0.99988474 Combined actor: 0.99987452 NV 88 rthometric levation 752.445 2,468.65 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Midland Boulevard in front of dvantage Machine at #16050, approximately 200 feet northwest of the intersection with Karcher Road, 14 feet north of the center of the boulevard and 4 feet southeast of the northwest edge of the driveway pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-44

tation ata heet tation esignation: 00-004-060 tation Location: 9-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 56.58737" N 116 35' 35.38576" W llipsoid eight: 732.536 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,842.941 731,942.590 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 711,425.55 U eet asting: 2,401,381.65 U eet θ: -0 34' 53.944 cale actor: 0.99999029 levation actor: 0.99988516 Combined actor: 0.99987544 NV 88 rthometric levation 749.774 2,459.88 U eet ound cotton spindle with 2" diameter shiner marked " K 27" with painted aerial target. Point is located on the east side of Midland Boulevard, approximately 1400 feet south of intersection with Cherry Lane, 70 feet south of a field road to the east between two fields, 11 feet east of the center of the boulevard, on the east fog line and 3 feet west of the east edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-45

tation ata heet tation esignation: 00-004-061 tation Location: 4-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.61394" N 116 35' 22.14912" W llipsoid eight: 730.255 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,877.554 732,259.973 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,100.77 U eet asting: 2,402,422.93 U eet θ: -0 34' 45.513 cale actor: 0.99998976 levation actor: 0.99988551 Combined actor: 0.99987527 NV 88 rthometric levation 747.483 2,452.37 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Ustick Road between Midland Boulevard and Northside Boulevard, approximately 1000 feet east of intersection with Midland Boulevard, across road and approximately 20 feet west of the center of an old red barn at #9792, 12 feet south of the center of the road, 2 feet south of the south fog line and 1 foot north of the south edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-46

tation ata heet tation esignation: 00-004-063 tation Location: 4-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.73259" N 116 34' 38.60480" W llipsoid eight: 732.534 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,871.418 733,236.039 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,080.64 U eet asting: 2,405,625.24 U eet θ: -0 34' 15.463 cale actor: 0.99998814 levation actor: 0.99988516 Combined actor: 0.99987330 NV 88 rthometric levation 749.741 2,459.78 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Ustick Road between Midland Boulevard and Northside Boulevard, approximately 1100 feet west of intersection with Northside Boulevard, approximately 145 feet west of driveway to south into Valley railer Manufacturing at #9173, 13 feet south of the center of the road, 1 foot south of the south fog line and 1 foot north of the south edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-47

tation ata heet tation esignation: 00-004-065 tation Location: 4-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 10.64449" N 116 34' 41.10406" W llipsoid eight: 734.962 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,264.507 733,163.988 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,808.64 U eet asting: 2,405,388.85 U eet θ: -0 34' 16.643 cale actor: 0.99998826 levation actor: 0.99988478 Combined actor: 0.99987304 NV 88 rthometric levation 752.173 2,467.76 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Cherry Lane, approximately 1300 feet west of intersection with Northside Boulevard, approximately 200 feet west of railroad crossing, 10 feet north of the center of the lane, and 2 feet south of the north edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-48

tation ata heet tation esignation: 00-004-067 tation Location: 21-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 23.60044" N 116 34' 40.37005" W llipsoid eight: 736.213 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,960.913 733,147.522 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 701,970.09 U eet asting: 2,405,334.83 U eet θ: -0 34' 15.016 cale actor: 0.99998829 levation actor: 0.99988458 Combined actor: 0.99987287 NV 88 rthometric levation 753.427 2,471.87 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located in the daho Northern and Pacific Railroad yard, with access via Pfe rive from Nampa-Caldwell Boulevard (old U ighway 30) and then proceeding northeast on the drive for approximately 500 feet to a chain link fence at the RR yard, pass through fence and turn right and follow the chain link fence southeast for approximately 500 feet to the point 9 feet northeast of the fence. he southwest corner of a concrete foundation for two vertical fuel tanks bears south 80 east, approximately 135 feet. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-49

tation ata heet tation esignation: 00-004-069 tation Location: 28-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.44475" N 116 34' 35.83103" W llipsoid eight: 740.080 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,412.076 733,233.941 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,888.62 U eet asting: 2,405,618.36 U eet θ: -0 34' 11.362 cale actor: 0.99998815 levation actor: 0.99988397 Combined actor: 0.99987212 NV 88 rthometric levation 757.291 2,484.55 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of lone tar Road between airview treet and unset treet, 5 feet west of a concrete retaining wall between house #'s 219 and 227 and 7 feet north of the back of curb on the south side of the road. 13P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-50

tation ata heet tation esignation: 00-004-071 tation Location: 33-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 23.94402" N 116 34' 37.47135" W llipsoid eight: 744.507 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,267.631 733,175.799 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,853.05 U eet asting: 2,405,427.60 U eet θ: -0 34' 11.766 cale actor: 0.99998824 levation actor: 0.99988328 Combined actor: 0.99987152 NV 88 rthometric levation 761.714 2,499.06 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the southwest side of outh Canyon treet (northwest-southeast portion), southerly of Nampa igh chool, approximately 1800 feet south of Lake Lowell venue, approximately 1100 feet west of tate ighway 45 (12 venue Road) and 3 feet northeast of the southwest edge of pavement. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-51

tation ata heet tation esignation: 00-004-073 tation Location: 4-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 21.15909" N 116 34' 37.75217" W llipsoid eight: 763.772 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,330.140 733,150.224 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 683,496.47 U eet asting: 2,405,343.69 U eet θ: -0 34' 11.303 cale actor: 0.99998828 levation actor: 0.99988026 Combined actor: 0.99986854 NV 88 rthometric levation 780.971 2,562.23 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side ooley Lane in front of house #338, approximately 1200 feet west of the intersection with tate ighway 45 (12th venue Road) and 3 feet north of the north fog line. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-52

tation ata heet tation esignation: 00-004-075 tation Location: 9-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 35.77832" N 116 34' 38.42548" W llipsoid eight: 777.260 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,929.835 733,121.179 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 678,902.30 U eet asting: 2,405,248.40 U eet θ: -0 34' 11.292 cale actor: 0.99998833 levation actor: 0.99987814 Combined actor: 0.99986648 NV 88 rthometric levation 794.450 2,606.46 U eet Point is a post aerial flight photo identified object, no monument was set, and is the southwest corner of a concrete driveway at #342 ay Lane, approximately 1900 feet south of Locust Lane, approximately 1200 feet west of tate ighway 45 (12th venue Road), and 25 feet north of the center of ay Lane. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-53

tation ata heet tation esignation: 00-004-076 tation Location: 15-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 02.48004" N 116 34' 21.79165" W llipsoid eight: 756.301 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,898.546 733,484.522 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 675,518.81 U eet asting: 2,406,440.47 U eet θ: -0 33' 59.488 cale actor: 0.99998774 levation actor: 0.99988143 Combined actor: 0.99986917 NV 88 rthometric levation 773.477 2,537.65 U eet Point is a post aerial flight photo identified object, no monument was set and is the west end of the fog line on the south side of Lewis Lane, located in the southeast quadrant of the intersection of tate ighway 45 (12th venue Road) and Lewis Lane, 53 feet east of the center of tate ighway 45 and 11 feet south of the center of Lewis Lane. 3 1/2" brass disk RW marker bears south 10 west, 13.6 feet, marked "LV 2534.31 258+46.88 50'". 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-54

tation ata heet tation esignation: 00-004-077 tation Location: 10-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 04.04737" N 116 33' 54.36123" W llipsoid eight: 756.975 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,940.850 734,101.026 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 675,657.61 U eet asting: 2,408,463.12 U eet θ: -0 33' 40.614 cale actor: 0.99998673 levation actor: 0.99988132 Combined actor: 0.99986806 NV 88 rthometric levation 774.140 2,539.82 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located at the south end of outh ujii Court (approximately 0.4 miles east of tate ighway 45 (12th venue Road) and approximately 185 feet north of Lewis Lane), 5 feet north of the south side of cul-de-sac bulb in the approximate center of the bulb in easting. 22UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-55

tation ata heet tation esignation: 00-004-079 tation Location: 3-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 10.44585" N 116 33' 55.13145" W llipsoid eight: 750.689 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,990.081 734,103.811 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 682,380.79 U eet asting: 2,408,472.25 U eet θ: -0 33' 41.830 cale actor: 0.99998673 levation actor: 0.99988231 Combined actor: 0.99986904 NV 88 rthometric levation 767.867 2,519.25 U eet ound yellow plastic cap marked "JUB PL 944" at the center of a cul-de-sac on the southwest side of Meadowbrook rive; added painted aerial target. Point is located approximately 1600 feet north Locust Lane, approximately 660 feet west of unnyridge Road at the 3rd cul-de-sac bulb northwest of unnyridge Road. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-56

tation ata heet tation esignation: 00-004-081 tation Location: 34-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 18.05788" N 116 33' 50.95481" W llipsoid eight: 744.624 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,075.680 734,218.008 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,223.29 U eet asting: 2,408,846.91 U eet θ: -0 33' 39.649 cale actor: 0.99998654 levation actor: 0.99988326 Combined actor: 0.99986980 NV 88 rthometric levation 761.810 2,499.37 U eet Point is a post aerial flight photo identified object, no monument was set, and is the southeast corner of the east end of a sidewalk in the southeast quadrant at the intersection of olly treet (north), unnyridge Road (south) and ast awaii venue (east-west), approximately 2300 feet south of mity venue and approximately 2300 feet east of state ighway 45 (12th venue Road). 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-57

tation ata heet tation esignation: 00-004-083 tation Location: 27-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 30.55825" N 116 33' 53.98837" W llipsoid eight: 743.027 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,313.727 734,171.857 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,565.95 U eet asting: 2,408,695.50 U eet θ: -0 33' 42.487 cale actor: 0.99998662 levation actor: 0.99988351 Combined actor: 0.99987013 NV 88 rthometric levation 760.219 2,494.15 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the southwest side of 6th treet outh, 66 feet northwest of the northwest face of curb on 12th venue outh (tate ighway 45) and 7 feet northeast of the face of curb on the southwest side of 6th treet outh. his point is known to have been overlaid with a chip seal since 2000. 07P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-58

tation ata heet tation esignation: 00-004-085 tation Location: 15-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 42.41793" N 116 33' 54.96429" W llipsoid eight: 739.597 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,531.557 734,171.717 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 703,842.28 U eet asting: 2,408,695.04 U eet θ: -0 33' 43.900 cale actor: 0.99998662 levation actor: 0.99988405 Combined actor: 0.99987067 NV 88 rthometric levation 756.790 2,482.90 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located northeast of Kohlerlawn Cemetery on the east side of the railroad track. Point is reached from the intersection of Nampa Boulevard (tate ighway 55) and 6th treet North xtension, then following 6th treet North xtension southeast for 0.4 miles to the cemetery on the left, turn left into the cemetery and follow the road easterly for approximately 400 feet to crossing the railroad track, turn left and follow the tracks northwest for approximately 385 feet to the point located 36 feet northeast of the centerline of the railroad track. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-59

tation ata heet tation esignation: 00-004-087 tation Location: 10-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 44.53103" N 116 33' 54.60169" W llipsoid eight: 736.208 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,448.317 734,198.660 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 710,130.85 U eet asting: 2,408,783.44 U eet θ: -0 33' 44.290 cale actor: 0.99998657 levation actor: 0.99988458 Combined actor: 0.99987115 NV 88 rthometric levation 753.399 2,471.78 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the north side of Birch Lane (gravel surface), approximately 500 feet west of intersection with Madison Road, 51 feet east of the center of the gravel driveway to house #8626, 15 feet north of the center of the lane and 4 feet north of the north edge of gravel. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-60

tation ata heet tation esignation: 00-004-089 tation Location: 34-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.98739" N 116 33' 54.55705" W llipsoid eight: 733.795 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,869.515 734,223.428 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,074.40 U eet asting: 2,408,864.70 U eet θ: -0 33' 45.067 cale actor: 0.99998653 levation actor: 0.99988496 Combined actor: 0.99987149 NV 88 rthometric levation 750.982 2,463.85 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Ustick Road between Northside Boulevard and Madison Road, approximately 500 feet west of intersection with Madison Road, 12 feet north of the center of the road, 1 foot north of the north fog line and 1 foot south of the north edge of pavement. 14P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-61

tation ata heet tation esignation: 00-004-091 tation Location: 34-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 03.07401" N 116 33' 11.90767" W llipsoid eight: 737.078 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,862.870 735,179.420 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,052.60 U eet asting: 2,412,001.15 U eet θ: -0 33' 15.635 cale actor: 0.99998500 levation actor: 0.99988444 Combined actor: 0.99986944 NV 88 rthometric levation 754.246 2,474.56 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant at the intersection of Ustick Road and ranklin Road, 18 feet north of the center of Ustick Road and 22 feet west of the center of ranklin Road. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-62

tation ata heet tation esignation: 00-004-093 tation Location: 3-3N-R2W N 83 (92) Geodetic Coordinates 43 37' 11.29687" N 116 33' 11.65327" W llipsoid eight: 735.406 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,264.942 735,169.666 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,810.06 U eet asting: 2,411,969.15 U eet θ: -0 33' 14.934 cale actor: 0.99998501 levation actor: 0.99988471 Combined actor: 0.99986972 NV 88 rthometric levation 752.577 2,469.08 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant at the intersection of Cherry Lane and ranklin Road, 79.5 feet north of the center of Cherry Lane and 13.5 feet west of the center of ranklin Road. his point is known to have been overlaid with a chip seal in 2000. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-63

tation ata heet tation esignation: 00-004-095 tation Location: 14-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 42.42796" N 116 33' 10.68867" W llipsoid eight: 745.196 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,522.196 735,164.781 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 703,811.57 U eet asting: 2,411,953.12 U eet θ: -0 33' 13.366 cale actor: 0.99998502 levation actor: 0.99988317 Combined actor: 0.99986819 NV 88 rthometric levation 762.370 2,501.21 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the center of the sidewalk (set in expansion joint) on the east side of ranklin Boulevard, approximately 1400 feet south of -84 and 75 feet south of the center of the driveway for #1214 ranklin Boulevard. 07P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-64

tation ata heet tation esignation: 00-004-097 tation Location: 27-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 29.78785" N 116 33' 10.83795" W llipsoid eight: 740.818 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,280.529 735,139.771 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,457.03 U eet asting: 2,411,871.07 U eet θ: -0 33' 12.732 cale actor: 0.99998506 levation actor: 0.99988386 Combined actor: 0.99986892 NV 88 rthometric levation 757.991 2,486.84 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the northwest side of 18th venue outh, northeast of 1st treet outh, approximately 125 feet southwest of the northeast end of 18th venue outh (at the southwest side of the UPRR tracks), 22 feet northeast of the center of the driveway into "U-Lock-t Mini torage" at #15 18th venue outh and 6 feet southeast of the northwest edge of pavement. Note that this point might be in ection 26, as it plots very close to the section line on the UG quad sheet. 07P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-65

tation ata heet tation esignation: 00-004-099 tation Location: 35-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 25.96595" N 116 33' 02.90897" W llipsoid eight: 748.220 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,309.252 735,298.697 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 689,989.60 U eet asting: 2,412,392.47 U eet θ: -0 33' 06.619 cale actor: 0.99998481 levation actor: 0.99988270 Combined actor: 0.99986751 NV 88 rthometric levation 765.385 2,511.10 U eet Point is a post aerial flight photo identified object and is the centerline-centerline intersection of existing yellow paint stripes (no monument was set). Point is located in the northwest corner of the office parking lot at 1811 ast lorida venue (eminis Vegetable eeds), approximately 1550 feet south of mity venue and approximately 550 feet east of outh Powerline Road, on the south side of ast lorida venue at the parking lot entrance and is the intersection of the northeast end of the northerly line marking the most northwesterly parking stall with a yellow line running northwest to the south edge of ast lorida venue. 07P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-66

tation ata heet tation esignation: 00-004-101 tation Location: 3-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 12.28326" N 116 33' 10.92028" W llipsoid eight: 750.336 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,037.127 735,096.940 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 682,535.14 U eet asting: 2,411,730.54 U eet θ: -0 33' 11.392 cale actor: 0.99998513 levation actor: 0.99988237 Combined actor: 0.99986750 NV 88 rthometric levation 767.496 2,518.03 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of outh Powerline Road, approximately 1800 feet north of the intersection with Locust Lane at the daho ish & Game "Wilson pring" fishing area, in an asphalt paved footpath, 46 feet west of the center of outh Powerline Road, 5 feet north of a wooden gate at the north end of graveled parking area, 5 feet east of the west edge of the path and 4 feet west of the east edge of the path. 09P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-67

tation ata heet tation esignation: 00-004-103 tation Location: 15-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 02.21021" N 116 33' 10.84699" W llipsoid eight: 759.337 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,874.653 735,077.711 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 675,440.42 U eet asting: 2,411,667.46 U eet θ: -0 33' 10.629 cale actor: 0.99998516 levation actor: 0.99988095 Combined actor: 0.99986612 NV 88 rthometric levation 776.484 2,547.51 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of Lewis Lane and outh Powerline Road, 21 feet south of the center of Lewis Lane and 15 feet west of the center of outh Powerline Road. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-68

tation ata heet tation esignation: 00-004-105 tation Location: 11-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 37.37634" N 116 32' 25.86360" W llipsoid eight: 760.680 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,950.206 736,098.258 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 678,969.14 U eet asting: 2,415,015.70 U eet θ: -0 32' 40.004 cale actor: 0.99998354 levation actor: 0.99988074 Combined actor: 0.99986429 NV 88 rthometric levation 777.818 2,551.89 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in approximately the center of the cul-de-sac bulb at the south end of Choctaw rive, approximately 1800 feet south of Locust Lane and 2000 feet west of outhside Boulevard (access to point is from Locust Lane). Note that the point is N the center of cul-de-sac. he street has been chip sealed and no visible monument was observed at the center of the cul-de-sac, however, a strong magnetic signal was observed approximately north 45 east, 4.0 feet from the set point. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-69

tation ata heet tation esignation: 00-004-107 tation Location: 2-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 28.87739" N 116 32' 31.16289" W llipsoid eight: 751.714 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,540.665 735,994.399 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 684,187.16 U eet asting: 2,414,674.96 U eet θ: -0 32' 44.170 cale actor: 0.99998371 levation actor: 0.99988215 Combined actor: 0.99986586 NV 88 rthometric levation 768.860 2,522.50 U eet ound yellow plastic cap marked "PL 4477" at the centerline-centerline intersection of outh Chicago treet, ast Kara nne venue and ast arbour Grove rive in "he slands" subdivision; added painted aerial target. Point is located approximately 2000 feet south of Greenhurst Road and 2400 feet west of outhside Boulevard. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-70

tation ata heet tation esignation: 00-004-109 tation Location: 26-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 42.08302" N 116 32' 36.19788" W llipsoid eight: 747.978 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,800.881 735,902.924 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,602.56 U eet asting: 2,414,374.84 U eet θ: -0 32' 48.373 cale actor: 0.99998385 levation actor: 0.99988273 Combined actor: 0.99986659 NV 88 rthometric levation 765.132 2,510.27 U eet Point is a post aerial flight photo identified object and is the centerline-centerline intersection of existing yellow paint stripes (no monument was set). Point is located in the south (front) parking lot of the Church of Jesus Christ of Latter ay aints in the northwest quadrant at the intersection of ast mity venue and outh Chicago treet and is the southeast corner of the most easterly divider between handicap parking stalls. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-71

tation ata heet tation esignation: 00-004-111 tation Location: 26-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.34412" N 116 32' 30.72406" W llipsoid eight: 749.607 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,381.641 736,040.834 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,788.77 U eet asting: 2,414,827.30 U eet θ: -0 32' 45.114 cale actor: 0.99998363 levation actor: 0.99988248 Combined actor: 0.99986612 NV 88 rthometric levation 766.761 2,515.62 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of ast Powerline Road between outh Kings Road and North ugar treet at the crossing of the "North Nampa Lateral" canal, approximately 265 feet east of North ugar treet, approximately 10.5 feet south of the center of the road and about on the center of the canal bridge. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-72

tation ata heet tation esignation: 00-004-113 tation Location: 14-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 25.85951" N 116 32' 34.43804" W llipsoid eight: 746.360 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,003.079 735,972.969 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 702,108.43 U eet asting: 2,414,604.65 U eet θ: -0 32' 48.201 cale actor: 0.99998374 levation actor: 0.99988299 Combined actor: 0.99986673 NV 88 rthometric levation 763.516 2,504.97 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the east side of North ugar venue, approximately 1400 feet north of Garrity Boulevard (old U ighway 30), and approximately 1 foot west of the east edge of pavement. he 1/4 corner monument for ections 14 and 23, 3N, R2W, a 3" diameter Canyon County brass disk is approximately 1 foot south and 35 feet west of this point. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-73

tation ata heet tation esignation: 00-004-115 tation Location: 11-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 53.68830" N 116 32' 27.39822" W llipsoid eight: 739.807 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,712.009 736,156.684 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 710,995.98 U eet asting: 2,415,207.39 U eet θ: -0 32' 44.224 cale actor: 0.99998345 levation actor: 0.99988402 Combined actor: 0.99986747 NV 88 rthometric levation 756.958 2,483.45 U eet ound yellow plastic cap ( is illegible) at the centerline-centerline intersection of Liverpool Lane and Canterbury Lane; added painted aerial target. Point is located approximately 960 feet north of Birch Lane and 2060 feet west of 11th venue North xtension. 26UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-74

tation ata heet tation esignation: 00-004-117 tation Location: 2-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.83167" N 116 32' 30.28163" W llipsoid eight: 739.138 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,846.429 736,112.378 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 717,998.66 U eet asting: 2,415,062.03 U eet θ: -0 32' 46.905 cale actor: 0.99998352 levation actor: 0.99988412 Combined actor: 0.99986764 NV 88 rthometric levation 756.287 2,481.25 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of Ustick Road, approximately 380 feet east of the intersection with Prescott Lane across Ustick Road from a red barn at #7434 Ustick Road, 12 feet south of the center of Ustick Road, 1 foot south of the south fog line and 0.7 feet north of the south edge of pavement. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-75

tation ata heet tation esignation: 00-004-119 tation Location: 1-3N-R2W N 83 (92) Geodetic Coordinates 43 38' 02.88653" N 116 31' 47.54673" W llipsoid eight: 740.120 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,839.056 737,070.278 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 717,974.47 U eet asting: 2,418,204.74 U eet θ: -0 32' 17.413 cale actor: 0.99998203 levation actor: 0.99988397 Combined actor: 0.99986600 NV 88 rthometric levation 757.250 2,484.41 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of Ustick Road, approximately 880 feet east of the intersection with 11th venue North xtension, at the approximate centerline of the enmile Creek crossing, 12 feet south of the center of Ustick Road, 1 foot south of the south fog line and 0.8 feet north of the south edge of pavement. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-76

tation ata heet tation esignation: 00-004-121 tation Location: 12-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 44.28336" N 116 31' 45.39874" W llipsoid eight: 743.493 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,412.867 737,095.661 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 710,014.55 U eet asting: 2,418,288.01 U eet θ: -0 32' 15.157 cale actor: 0.99998199 levation actor: 0.99988344 Combined actor: 0.99986543 NV 88 rthometric levation 760.624 2,495.48 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north shoulder of Birch Lane, approximately 1030 feet east of the intersection with 11th venue North xtension and 10 feet north of the center of Birch Lane. his point is known to have been destroyed in 2000. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-77

tation ata heet tation esignation: 00-004-123 tation Location: 24-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 24.92376" N 116 31' 50.10340" W llipsoid eight: 758.106 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,964.785 736,967.158 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 701,982.80 U eet asting: 2,417,866.42 U eet θ: -0 32' 17.620 cale actor: 0.99998219 levation actor: 0.99988115 Combined actor: 0.99986334 NV 88 rthometric levation 775.242 2,543.44 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in Barger Road approximately 735 feet north of Garrity Boulevard (old U ighway 30), approximaely 20 feet north of paved entrance into a mobile home park and 4 feet west of the east edge of pavement in a newly paved portion of the road. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-78

tation ata heet tation esignation: 00-004-125 tation Location: 25-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.25546" N 116 31' 46.26430" W llipsoid eight: 748.819 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,369.476 737,038.316 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,748.85 U eet asting: 2,418,099.87 U eet θ: -0 32' 14.463 cale actor: 0.99998208 levation actor: 0.99988260 Combined actor: 0.99986468 NV 88 rthometric levation 765.953 2,512.96 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of ast Powerline Road northeast of ouse #3321, approximately 900 feet east of the intersection with outh Kings Road, 11.8 feet south of the center of the road and 0.85 feet south of the south fog line stripe. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-79

tation ata heet tation esignation: 00-004-127 tation Location: 36-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 36.09291" N 116 31' 44.81321" W llipsoid eight: 745.264 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,605.119 737,054.339 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 690,960.29 U eet asting: 2,418,152.44 U eet θ: -0 32' 12.900 cale actor: 0.99998205 levation actor: 0.99988316 Combined actor: 0.99986521 NV 88 rthometric levation 762.396 2,501.30 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the southwest side of Railroad treet, approximately 700 feet southeast of the intersection with mity venue, 11 feet southwest of the centerline of ast Railroad treet and 22 feet northeast of a MC Worldcom buried fiber optic cable riser. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-80

tation ata heet tation esignation: 00-004-129 tation Location: 1-2N-R2W N 83 (92) Geodetic Coordinates 43 32' 48.75587" N 116 31' 46.41816" W llipsoid eight: 748.711 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,144.627 737,004.625 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,168.66 U eet asting: 2,417,989.34 U eet θ: -0 32' 13.539 cale actor: 0.99998213 levation actor: 0.99988262 Combined actor: 0.99986475 NV 88 rthometric levation 765.842 2,512.60 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Greenhurst Road, approximately 850 feet east of the intersection with outhside Boulevard, 13 feet south of the center of Greenhurst Road, 1 foot south of the south fog line, 2 feet north of the south edge of pavement and northeast of house #3307. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-81

tation ata heet tation esignation: 00-004-131 tation Location: 12-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 28.62279" N 116 31' 44.42571" W llipsoid eight: 767.464 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,671.294 737,026.188 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 678,054.07 U eet asting: 2,418,060.09 U eet θ: -0 32' 11.376 cale actor: 0.99998210 levation actor: 0.99987968 Combined actor: 0.99986178 NV 88 rthometric levation 784.585 2,574.09 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north shoulder of lma Lane, approximately 1000 feet east of the intersection with outhside Boulevard, approximately 93 feet east of a mailbox for #3317, 8 feet north of center of lma Lane and 1 foot south of the north edge of pavement. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-82

tation ata heet tation esignation: 00-004-133 tation Location: 12-2N-R2W N 83 (92) Geodetic Coordinates 43 31' 28.44806" N 116 31' 01.41699" W llipsoid eight: 764.116 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 206,656.928 737,991.909 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 678,006.94 U eet asting: 2,421,228.46 U eet θ: -0 31' 41.753 cale actor: 0.99998061 levation actor: 0.99988020 Combined actor: 0.99986082 NV 88 rthometric levation 781.220 2,563.05 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north shoulder of lma Lane on the outside of a curve, approximately 1200 feet northwest of the intersection with appy Valley Road, approximately 8 feet east of a drainage ditch crossing and 6 feet north of the approximate center of lma Lane. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-83

tation ata heet tation esignation: 00-004-135 tation Location: 36-3N-R2W N 83 (92) Geodetic Coordinates 43 32' 48.95517" N 116 31' 04.76246" W llipsoid eight: 756.399 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,142.077 737,939.726 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,160.30 U eet asting: 2,421,057.25 U eet θ: -0 31' 44.840 cale actor: 0.99998069 levation actor: 0.99988141 Combined actor: 0.99986211 NV 88 rthometric levation 773.513 2,537.77 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side of Greenhurst Road, approximately 330 feet east of the intersection with Belmont rive and approximately 1350 feet west of the intersection with appy Valley Road, 52 feet west of the center of a gravel driveway to #4300, 22 feet north of the center of Greenhurst Road and 5 feet south of the north face of curb. Note that this section of Greenhurst Road has been widened approximately 15 feet on the north side only. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-84

tation ata heet tation esignation: 00-004-136 tation Location: 25-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 41.44986" N 116 31' 04.62684" W llipsoid eight: 756.042 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,762.045 737,957.732 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,475.14 U eet asting: 2,421,116.33 U eet θ: -0 31' 45.256 cale actor: 0.99998066 levation actor: 0.99988147 Combined actor: 0.99986214 NV 88 rthometric levation 773.157 2,536.60 U eet Point is a post aerial flight photo identified object and is a scribed "+" in a concrete irrigation structure. Point is located on the north side of mity venue approximately 0.25 miles west of the intersection with appy Valley Road, north of the wastewater treatment ponds for a meat packing plant, and on the north side of the "North Nampa Lateral" canal. Point is at the top center of the intersection of an 8" wall and a 6" wall on the south side of the concrete structure. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-85

tation ata heet tation esignation: 00-004-139 tation Location: 25-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 33.30171" N 116 31' 04.04356" W llipsoid eight: 748.784 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,362.085 737,985.602 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,724.61 U eet asting: 2,421,207.76 U eet θ: -0 31' 45.357 cale actor: 0.99998062 levation actor: 0.99988261 Combined actor: 0.99986323 NV 88 rthometric levation 765.898 2,512.78 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of ast Powerline Road between King Road and appy Valley Road, approximately 1265 feet west of appy Valley Road, approximately 55 feet east of the driveway to ouse #4303, 12 feet south of the centerline stripe on ast Powerline Road and 1.1 feet south of the south fog line stripe. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-86

tation ata heet tation esignation: 00-004-141 tation Location: 13-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 39.42204" N 116 31' 05.08058" W llipsoid eight: 770.203 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,402.797 737,981.195 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 703,419.84 U eet asting: 2,421,193.30 U eet θ: -0 31' 46.714 cale actor: 0.99998063 levation actor: 0.99987925 Combined actor: 0.99985988 NV 88 rthometric levation 787.319 2,583.06 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the southeast side of Garrity Boulevard (old U ighway 30), approximately 385 feet southwest of the intersection with tamm Lane, 20 feet southeast of the southeast fog line stripe, approximately 7 feet northeast of the southwest end of a landscaping planter and 5 feet northwest of the northwest curb of the planter. Point is in front of an office building at 4301 Garrity Boulevard and racy's exaco and ood Mart at 4315 Garrity Boulevard. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-87

tation ata heet tation esignation: 00-004-143 tation Location: 12-3N-R2W N 83 (92) Geodetic Coordinates 43 36' 44.21568" N 116 31' 03.08227" W llipsoid eight: 745.352 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,401.943 738,044.490 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 709,978.71 U eet asting: 2,421,400.96 U eet θ: -0 31' 45.965 cale actor: 0.99998053 levation actor: 0.99988315 Combined actor: 0.99986368 NV 88 rthometric levation 762.462 2,501.51 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of Birch Lane, approximately 1180 feet west of the intersection with Can da Road, 14.6 feet south of the center of Birch Lane, 2 feet south of the south fog line and 4 feet north of the south edge of pavement. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-88

tation ata heet tation esignation: 00-004-145 tation Location: 36-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 03.15134" N 116 31' 03.96264" W llipsoid eight: 745.573 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,838.123 738,047.271 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 717,971.41 U eet asting: 2,421,410.09 U eet θ: -0 31' 47.338 cale actor: 0.99998053 levation actor: 0.99988311 Combined actor: 0.99986364 NV 88 rthometric levation 762.683 2,502.24 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north side Ustick Road, approximately 1230 feet west of the intersection with Can da Road, 12.5 feet north of the centerline of the road, 1.5 feet north of the north fog line and north 35 east, 39.5 feet from a power pole on the south side of the road. 22JUN2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-89

tation ata heet tation esignation: 00-004-147 tation Location: 7-3N-R1W N 83 (92) Geodetic Coordinates 43 37' 10.43246" N 116 30' 24.35346" W llipsoid eight: 747.489 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,203.037 738,920.265 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,606.97 U eet asting: 2,424,274.24 U eet θ: -0 31' 19.499 cale actor: 0.99997921 levation actor: 0.99988281 Combined actor: 0.99986202 NV 88 rthometric levation 764.580 2,508.46 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of Cherry Lane, approximately 1670 feet east of the intersection with Can da Road, 13.4 feet south of the center of Cherry Lane, 1.9 feet south of the south fog line and 1.2 feet north of the south edge of pavement. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-90

tation ata heet tation esignation: 00-004-149 tation Location: 7-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 19.02718" N 116 30' 20.80917" W llipsoid eight: 748.745 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,615.922 738,985.293 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,399.90 U eet asting: 2,424,487.58 U eet θ: -0 31' 16.563 cale actor: 0.99997911 levation actor: 0.99988262 Combined actor: 0.99986173 NV 88 rthometric levation 765.837 2,512.58 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of quine rive (quine rive is also the east entrance to "he daho Center"), 98 feet north of the center of ast ranklin Road (old U ighway 30) and 4 feet east of the west edge of pavement of quine rive. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-91

tation ata heet tation esignation: 00-004-151 tation Location: 19-3N-R1W N 83 (92) Geodetic Coordinates 43 35' 12.57883" N 116 30' 19.33108" W llipsoid eight: 773.084 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,564.998 738,999.796 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 700,671.16 U eet asting: 2,424,535.16 U eet θ: -0 31' 14.909 cale actor: 0.99997909 levation actor: 0.99987880 Combined actor: 0.99985789 NV 88 rthometric levation 790.177 2,592.44 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of irport Road, approximately 0.4 miles east of the intersection with appy Valley Road and is in front of house #5313, 11.5 feet south of the centerline stripe and 0.75 feet south of the south fog line. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-92

tation ata heet tation esignation: 00-004-152 tation Location: 19-3N-R1W N 83 (92) Geodetic Coordinates 43 34' 33.85492" N 116 30' 13.16349" W llipsoid eight: 763.995 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,368.709 739,127.311 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,746.34 U eet asting: 2,424,953.52 U eet θ: -0 31' 10.287 cale actor: 0.99997890 levation actor: 0.99988022 Combined actor: 0.99985912 NV 88 rthometric levation 781.088 2,562.62 U eet Point is a post aerial flight photo identified object and is the center of the east end of a 24" wide white stop bar for southbound traffic on Pit Lane at ast Powerline Road. No monument was set. Point is approximately 2500 feet east of the intersection of appy Valley Road and ast Powerline Road. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-93

tation ata heet tation esignation: 00-004-154 tation Location: 31-3N-R2W N 83 (92) Geodetic Coordinates 43 33' 28.03907" N 116 30' 19.34361" W llipsoid eight: 760.363 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,338.875 738,970.197 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 690,086.79 U eet asting: 2,424,438.05 U eet θ: -0 31' 13.919 cale actor: 0.99997913 levation actor: 0.99988079 Combined actor: 0.99985993 NV 88 rthometric levation 777.461 2,550.72 U eet Point is a post aerial flight photo identified object and is a scribed "+" in a concrete irrigation structure. Point is located on the southwest side of the "North Nampa Lateral" canal at a concrete headwall structure and is the centerline intersection of walls running southeast and southwest. Point is reached from Cruse Lane by taking a dirt maintenance road northwest for approximately 750 feet. Point is approximately 2000 feet east of appy Valley Road, 500 feet west of Cruse Lane and 1300 feet south of mity venue. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-94

tation ata heet tation esignation: 00-004-155 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 33' 00.41875" N 116 29' 36.73406" W llipsoid eight: 763.440 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,477.887 739,918.857 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 687,262.03 U eet asting: 2,427,550.45 U eet θ: -0 30' 44.295 cale actor: 0.99997772 levation actor: 0.99988031 Combined actor: 0.99985803 NV 88 rthometric levation 780.520 2,560.76 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of Robinson Boulevard and Lake azel Road, 24 feet east of the center of Robinson Boulevard and 68 feet south of the center of Lake azel Road. (Lake azel measurement to centerline stripe, which is not centered in pavement in the area of the intersection.) his point is known to have been overlaid with 2" of asphalt pavement in 2000; the paving contractor placed a 3 1/2" diameter metal ring over the point. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-95

tation ata heet tation esignation: 00-004-157 tation Location: 6-2N-R1W N 83 (92) Geodetic Coordinates 43 31' 56.10244" N 116 30' 20.62327" W llipsoid eight: 762.090 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 207,501.960 738,915.695 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 680,779.35 U eet asting: 2,424,259.24 U eet θ: -0 31' 13.922 cale actor: 0.99997921 levation actor: 0.99988052 Combined actor: 0.99985974 NV 88 rthometric levation 779.183 2,556.37 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north shoulder of Locust Lane, approximately 1900 feet east of the intersection with appy Valley Road, 12 feet north of the center of Locust Lane and 1 foot south of the north edge of pavement. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-96

tation ata heet tation esignation: 00-004-161 tation Location: 5-2N-R1W N 83 (92) Geodetic Coordinates 43 32' 21.48699" N 116 29' 36.25789" W llipsoid eight: 764.175 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,276.353 739,918.805 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 683,320.00 U eet asting: 2,427,550.28 U eet θ: -0 30' 43.600 cale actor: 0.99997772 levation actor: 0.99988020 Combined actor: 0.99985792 NV 88 rthometric levation 781.254 2,563.16 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of Robinson Boulevard and Greenhurst Road, 35 feet east of the center of Robinson Boulevard and 18 feet south of the center of Greenhurst Road. his point is known to have been damaged by road construction work in 2000; the top of the nail was broken off leaving the shank with the top 0.03 feet below the pavement surface. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-97

tation ata heet tation esignation: 00-004-163 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 33' 40.73023" N 116 29' 37.24399" W llipsoid eight: 762.403 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,722.009 739,918.538 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,343.79 U eet asting: 2,427,549.40 U eet θ: -0 30' 45.025 cale actor: 0.99997772 levation actor: 0.99988047 Combined actor: 0.99985820 NV 88 rthometric levation 779.482 2,557.35 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of Robinson Boulvard and mity venue, 20 feet south of the center of mity venue and 24 feet east of the center of Robinson Boulvard. his point is known to have been overlaid with 2" of asphalt pavement in 2000; the paving contractor placed a 3 1/2" diameter metal ring over the point. 08P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-98

tation ata heet tation esignation: 00-004-166 tation Location: 20-3N-R1W N 83 (92) Geodetic Coordinates 43 34' 33.68552" N 116 29' 35.93635" W llipsoid eight: 767.327 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,355.960 739,962.497 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,704.51 U eet asting: 2,427,693.62 U eet θ: -0 30' 44.622 cale actor: 0.99997765 levation actor: 0.99987970 Combined actor: 0.99985736 NV 88 rthometric levation 784.403 2,573.50 U eet Point is a post aerial flight photo identified object and is the southwest corner of the concrete slab for the driveway at #6308 Powerline Road (no monument was set). he house is located in the northeast quadrant at the intersection of ast Powerline Road and Robinson Boulevard. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-99

tation ata heet tation esignation: 00-004-167 tation Location: 17-3N-R1W N 83 (92) Geodetic Coordinates 43 35' 26.11427" N 116 29' 36.62284" W llipsoid eight: 786.438 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,974.066 739,961.570 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 702,013.25 U eet asting: 2,427,690.58 U eet θ: -0 30' 45.588 cale actor: 0.99997766 levation actor: 0.99987671 Combined actor: 0.99985437 NV 88 rthometric levation 803.510 2,636.18 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant of the intersection of Robinson Boulevard and Jasper Place (private road), approximately 1360 feet north of the intersection with irport Road, 25 feet east of the center of Robinson Boulevard and 9 feet north of the center of Jasper Place. his point is known to have been overlaid with 2" of asphalt pavement in 2000; the paving contractor placed a 3 1/2" diameter metal ring over the point. 28UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-100

tation ata heet tation esignation: 00-004-169 tation Location: 8-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 18.36342" N 116 29' 36.43670" W llipsoid eight: 751.403 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,586.459 739,980.174 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,303.24 U eet asting: 2,427,751.62 U eet θ: -0 30' 45.951 cale actor: 0.99997763 levation actor: 0.99988220 Combined actor: 0.99985983 NV 88 rthometric levation 768.471 2,521.23 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant of the intersection of ranklin Road (old U ighway 30) and tar Road to north and Robinson Boulevard to south, 47 feet north of the center of ranklin Road, 24 feet east of the center of tar Road and 4.6 feet west of the east face of curb on tar Road. his point is known to have been destroyed in 2000. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-101

tation ata heet tation esignation: 00-004-172 tation Location: 6-3N-R1W N 83 (92) Geodetic Coordinates 43 37' 27.25589" N 116 29' 37.34938" W llipsoid eight: 750.439 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,712.698 739,978.744 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 714,279.08 U eet asting: 2,427,746.93 U eet θ: -0 30' 47.227 cale actor: 0.99997763 levation actor: 0.99988235 Combined actor: 0.99985998 NV 88 rthometric levation 767.508 2,518.06 U eet Point is a post aerial flight photo identified object and is the south end of a culvert at a field road entrance that crosses an irrigation ditch on the west side of tar Road approximately 1700 feet north of the intersection with Cherry Lane (no monument was set). he irrigation ditch is a concrete lined 48" wide X 18" deep ditch, with the point being taken at the top of the concrete lining vertically with the horizontal position being at the center of the ditch at the south edge of the concrete at the south end of the northerly (of two) field entrance crossing of the ditch. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-102

tation ata heet tation esignation: 00-004-173 tation Location: 5-3N-R1W N 83 (92) Geodetic Coordinates 43 37' 10.30485" N 116 28' 52.15867" W llipsoid eight: 752.088 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,180.583 740,987.234 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 712,533.30 U eet asting: 2,431,055.62 U eet θ: -0 30' 15.890 cale actor: 0.99997615 levation actor: 0.99988209 Combined actor: 0.99985825 NV 88 rthometric levation 769.136 2,523.41 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the north shoulder of Cherry Lane, approximately 2000 feet west of the intersection with Mcermott Road, 12.6 feet north of the center of Cherry Lane, 1.2 feet north of the north fog line and 0.7 feet south of the north edge of pavement. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-103

tation ata heet tation esignation: 00-004-175 tation Location: 8-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 35.33036" N 116 28' 56.96275" W llipsoid eight: 751.230 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,102.202 740,870.008 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 708,995.31 U eet asting: 2,430,671.02 U eet θ: -0 30' 18.881 cale actor: 0.99997632 levation actor: 0.99988223 Combined actor: 0.99985855 NV 88 rthometric levation 768.279 2,520.60 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located approximately 2350 feet west of Mcermott Road, approximately 1800 feet north of ranklin Road (old U ighway 30) and 60 feet south of the center of a railroad track. Point can be accessed from Mcermott Road and then following the railroad track west to the point. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-104

tation ata heet tation esignation: 00-004-177 tation Location: 17-3N-R1W N 83 (92) Geodetic Coordinates 43 35' 50.92046" N 116 28' 53.33404" W llipsoid eight: 761.620 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,730.977 740,939.309 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 704,496.55 U eet asting: 2,430,898.38 U eet θ: -0 30' 15.967 cale actor: 0.99997622 levation actor: 0.99988060 Combined actor: 0.99985682 NV 88 rthometric levation 778.669 2,554.68 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of ast lamingo venue, approximately 3200 feet east of the intersection with Robinson Boulvard, approximately 110 feet (scaled) south of -84 eastbound lanes and 10 feet south of the center of lamingo venue. 26UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-105

tation ata heet tation esignation: 00-004-179 tation Location: 29-3N-R1W N 83 (92) Geodetic Coordinates 43 34' 32.92179" N 116 28' 56.46462" W llipsoid eight: 784.328 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,324.529 740,847.882 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 696,601.39 U eet asting: 2,430,598.43 U eet θ: -0 30' 17.404 cale actor: 0.99997636 levation actor: 0.99987704 Combined actor: 0.99985340 NV 88 rthometric levation 801.387 2,629.22 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south shoulder of ast Powerline Road, approximately 2310 feet west of the intersection with outh Mcermott Road, 35 feet west of the center of the driveway to #7211 ast Powerline Road, 12.5 feet south of the center of the road, 1.5 feet south of the south fog line and 0.9 feet north of the south edge of pavement. 26UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-106

tation ata heet tation esignation: 00-004-181 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 33' 40.38271" N 116 28' 54.18895" W llipsoid eight: 766.633 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,702.711 740,884.668 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,280.48 U eet asting: 2,430,719.11 U eet θ: -0 30' 15.349 cale actor: 0.99997630 levation actor: 0.99987981 Combined actor: 0.99985612 NV 88 rthometric levation 783.695 2,571.17 U eet et a 3/8" diameter X 8" long spike nail with a 2" diameter aluminum rbiech washer and plastic aerial target. Point is located on the south side of mity venue, approximately 2140 feet west of the intersection with Mcermott Road, across avenue from mailbox to #7216, approximately 88 feet east of the center of driveway for #'s 7207 and 7209 and 23 feet south of the center of mity venue. his point is known to have had approximately 6" of shoulder fill placed over the point in 2000. 28UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-107

tation ata heet tation esignation: 00-004-183 tation Location: 32-3N-R1W N 83 (92) Geodetic Coordinates 43 33' 39.22205" N 116 28' 25.35034" W llipsoid eight: 773.236 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,661.228 741,531.541 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,144.38 U eet asting: 2,432,841.40 U eet θ: -0 29' 55.463 cale actor: 0.99997537 levation actor: 0.99987878 Combined actor: 0.99985415 NV 88 rthometric levation 790.286 2,592.80 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of mity venue and Mcermott Road, 111 feet south of the center of mity venue, 11.6 feet west of the center of Mcermott Road and on the west fog line of Mcermott Road. 26UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-108

tation ata heet tation esignation: 00-004-185 tation Location: 21-3N-R1W N 83 (92) Geodetic Coordinates 43 34' 51.76223" N 116 28' 24.56275" W llipsoid eight: 782.911 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,899.682 741,568.701 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 698,488.37 U eet asting: 2,432,963.31 U eet θ: -0 29' 55.584 cale actor: 0.99997531 levation actor: 0.99987726 Combined actor: 0.99985258 NV 88 rthometric levation 799.955 2,624.52 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the east side of outh Mcermott Road approximately 1940 feet north of the intersection with ast Powerline Road (to west) and West Victory Road (to east), at a paved apron into a farm yard at #2568 outh Mcermott Road, approximately 60 feet southwest of a grain silo, 16 feet east of the center of outh Mcermott Road, 5 feet east of the east fog line and 5.5 feet north of the south edge of pavement on the apron. 25UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-109

tation ata heet tation esignation: 00-004-187 tation Location: 8-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 18.49652" N 116 28' 25.03848" W llipsoid eight: 755.464 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,576.428 741,581.339 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,270.33 U eet asting: 2,433,004.78 U eet θ: -0 29' 56.705 cale actor: 0.99997530 levation actor: 0.99988156 Combined actor: 0.99985686 NV 88 rthometric levation 772.500 2,534.44 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located at the intersection of Mcermott Road and ranklin Road (old U ighway 30), 96 feet north of the center of ranklin Road and 12 feet west of the center of Mcermott Road. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-110

tation ata heet tation esignation: 00-004-189 tation Location: 5-3N-R1W N 83 (92) Geodetic Coordinates 43 37' 29.19252" N 116 28' 25.23461" W llipsoid eight: 754.489 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 217,758.179 741,595.950 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 714,428.29 U eet asting: 2,433,052.71 U eet θ: -0 29' 57.487 cale actor: 0.99997527 levation actor: 0.99988172 Combined actor: 0.99985699 NV 88 rthometric levation 771.527 2,531.25 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the west side of Mcermott Road, approximately 1970 feet north of the intersection with Cherry Lane and 22 feet west of the center of Mcermott Road. 24UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-111

tation ata heet tation esignation: C 143 tation Location: 33-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 03.17383" N 116 35' 04.10137" W llipsoid eight: 731.148 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,890.754 732,664.680 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled 718,144.08 U eet asting: 2,403,750.71 U eet θ: -0 34' 33.063 cale actor: 0.99998908 levation actor: 0.99988537 Combined actor: 0.99987446 NV 88 rthometric levation 748.364 2,455.26 U eet ound 3 1/2" diameter UC&G brass disk in 6" square concrete post 6" above ground level marked "C 143 1935" located on the north side of Ustick Road, approximately 2300 feet east of Midland Road. NG P = 0667. ee NG data sheet in appendix of this report for further detail. 22UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-112

tation ata heet tation esignation: UL tation Location: 36-4N-R3W N 83 (92) Geodetic Coordinates 43 38' 20.77018" N 116 37' 59.49467" W llipsoid eight: 722.360 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 219,474.456 728,739.096 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: NG ixed GP erived 720,059.11 U eet asting: 2,390,871.52 U eet θ: -0 36' 34.305 cale actor: 0.99999577 levation actor: 0.99988675 Combined actor: 0.99988252 NV 88 rthometric levation 739.658 2,426.69 U eet ound NG 9/16" diameter stainless steel rod monument in monument box at Caldwell ndustrial irport per NG description. NG P = C5204. ee NG data sheet in appendix of this report for further detail. 23UG2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-113

tation ata heet tation esignation: 141 tation Location: 8-3N-R1W N 83 (92) Geodetic Coordinates 43 36' 34.99054" N 116 28' 25.47626" W llipsoid eight: 753.323 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,085.526 741,575.956 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled 708,940.60 U eet asting: 2,432,987.12 U eet θ: -0 29' 57.158 cale actor: 0.99997530 levation actor: 0.99988190 Combined actor: 0.99985720 NV 88 rthometric levation 770.347 2,527.38 U eet ound 3 1/2" diameter UC&G brass disk in 9" square concrete post marked " 141 1935" on west side of outh Mcermott Road, approximately 1700 feet north of ast ranklin Road, 33 feet west of road centerline, 46 feet south of near rail of east-west railroad tracks, with orange fiberglass witness post 1 foot northwest. NG P = 0024. ee NG data sheet in appendix of this report for further detail. 19JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-114

tation ata heet tation esignation: G 416 tation Location: 13-3N-R2W N 83 (92) Geodetic Coordinates 43 35' 49.24086" N 116 30' 53.67781" W llipsoid eight: 765.442 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,703.450 738,239.741 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled 704,406.24 U eet asting: 2,422,041.55 U eet θ: -0 31' 38.946 cale actor: 0.99998023 levation actor: 0.99988000 Combined actor: 0.99986023 NV 88 rthometric levation 782.551 2,567.42 U eet ound 3 1/2" diameter NG brass disk set in rock outcrop marked "G 416 1988", 1.6 feet southeast of wire right-of-way fence with orange fiberglass witness post 0.85 feet northeast. NG P = 1115. ee NG data sheet in appendix of this report for further detail. 21JUL2000 s of 09C2006, ongoing heavy construction in the area appears to have destroyed or possibly buried the point. he right of way fence and witness post are both gone. PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-115

tation ata heet tation esignation: P 223 tation Location: 5-2N-R1W N 83 (92) Geodetic Coordinates 43 32' 17.71353" N 116 29' 25.56226" W llipsoid eight: 765.017 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 208,157.761 740,157.883 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled 682,930.92 U eet asting: 2,428,334.65 U eet θ: -0 30' 36.197 cale actor: 0.99997737 levation actor: 0.99988006 Combined actor: 0.99985743 NV 88 rthometric levation 782.106 2,565.96 U eet ound 3 1/2" diameter UC&G brass disk on concrete railroad bridge abutment marked "P 223 1941". NG P = 0162. ee NG data sheet in appendix of this report for further detail. 06P2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-116

tation ata heet tation esignation: 67 tation Location: 24-3N-R2W N 83 (92) Geodetic Coordinates 43 34' 51.63801" N 116 31' 17.73558" W llipsoid eight: 754.040 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 212,930.794 737,683.658 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: NG ixed GP erived 698,590.45 U eet asting: 2,420,217.13 U eet θ: -0 31' 54.975 cale actor: 0.99998108 levation actor: 0.99988179 Combined actor: 0.99986287 NV 88 rthometric levation 771.161 2,530.05 U eet ound NG 9/16" diameter stainless steel rod monument in monument box at Nampa Municipal irport per NG description. NG P = C5218. ee NG data sheet in appendix of this report for further detail. 20JUL2000 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008-117

ppendix B Photo Control Points 2003 or City of Nampa, Located in Canyon County, daho able of Contents cope of Project.... B-1 escription of Methods mployed....b-1 Level of ccuracy.... B-2 V GP eights and rthometric levations.... B-3 V ata Presentation.... B-4 Control Notes.... B-4 Control Placement iagrams.... B-6 tation ata ummary.... B-9 tation escription heets.... B-12 Prepared By Project Numbers 03003 and 03012 Copyright 2006 rbiech, nc.

cope of Project his project was performed as a subcontract to Geoerra, nc. dba 3i West of ugene, regon for the city of Nampa, daho. he purpose of this project was to provide the ground control for two expanded aerial mapping areas for the city of Nampa,. he project consisted of two phases; one in March 2003 followed by the second in eptember 2003. he project area lies within portions of ownships 3 North through 4 North and Ranges 1 West through 3 West of the Boise Meridian. escription of Methods mployed he project required daho tate Plane Coordinates (PC) (based on N 83(92) RN) and NV 88 elevations to be established on 28 new photo control points. n addition to the new points, existing points included in this project consisted of two U Coast & Geodetic urvey (UC&G) or National Geodetic urvey (NG) bench marks; two check points from the 2000 survey reported in this report as ppendix, and eight points from the Citywide GP Control Network of 2002 for a total of 40 points in the combined projects. he eight 2002 points are the basis for this survey. he 28 newly set monuments consist of a 2 diameter aluminum washer and PK brand masonry nail ¼ diameter X 2 ½ long set in asphalt pavement. ypical washer stamping for the newly set points is as shown in the diagram below: R B C 0 3-0 0 3-0 0 1 P K C N R L L 7 3 2 1 P N he survey was performed using static GP methods. he new points were measured in a radial fashion with ties made from two of the existing points from the Citywide GP Control Network of 2002 utilizing a combination of wooden slip leg tripods and a 2.0 meter fixed height rod with an attached bipod. ll measurements for determining the positions established by this survey were made using two (2) Leica ystem 500 dual frequency Global Positioning ystem (GP) receivers. he manufacturer s stated accuracy of this equipment is 5 mm ± 1 ppm for static surveys. GP baseline data was processed utilizing the G Precise (inal in March and Rapid in eptember) orbit ephemeris with Leica K-Pro, Version 2.5 in March and Version 3.0 in B-1

eptember. ll foot measurements shown in this report are based on the U.. urvey oot definition. Level of ccuracy uring the March project, the largest error ellipse of the final positions (relative to the Citywide GP Control Network of 2002) was at point 03-003-002 having a semi major axis of 0.06 feet (18 mm) and the largest vertical residual being 0.09 feet (28 mm) at point 03-003-001. uring the eptember project, the largest error ellipse of the final positions (relative to the Citywide GP Control Network of 2002) was at point 03-012-120 having a semi major axis of 0.08 feet (25 mm) and the largest vertical residual being 0.13 feet (38 mm) at point 03-012-111. he adjusted N 83(92) RN based latitudes and longitudes were then transformed to daho West Zone tate Plane Coordinate (PC) by applying the zone parameters to the GP measurements. rthometric heights were derived by applying the NG geoid model G99 to the adjusted ellipsoid heights as measured relative to the fixed ellipsoid heights of the Citywide GP Control Network of 2002 and then applying a mean local datum shift as determined during the Citywide GP Control Network of 2002 project. he resultant local datum shift was -0.036 feet (-0.011 meters). his local shift was then applied equally to all new non-leveled stations in the network. B-2

V GP eights and rthometric levations rthometric height elevations are not to be confused with GP heights. GP heights are based upon a mathematical surface called the ellipsoid, while orthometric elevations are based upon a surface called the geoid. Both of the surfaces are the zero points for their respective heights. o convert the GP ellipsoidal height to an orthometric height elevation, we need to know the difference in height between the two systems. his difference is not constant and changes gradually from point to point in any given area. t also varies due to changes in gravity associated with changing terrain, for example, mountains. his change is referred to as the geoidal undulation. ifferential leveling measures the difference in height above the geoid between two bench marks. GP, on the other hand, measures the difference in height above the ellipsoid between the two marks. he relationship between the two systems can be represented by the following formula: N + = h where N is the geoidal separation, which varies is the orthometric height h is the ellipsoidal height o convert h to, you need N. he accuracy of GP derived elevations depends upon how well N is known. ur firm employs the G99 model developed by the National Geodetic urvey to determine the value of N. he G99 model is known as a hybrid geoid model, combining gravimetric information with GP ellipsoid heights on leveled bench marks. he G99 model was developed to support direct conversion between N 83 GP ellipsoidal heights and NV 88 orthometric heights. When comparing the G99 model with GP ellipsoidal heights in the N 83 reference frame and leveling in the NV 88 datum, it is seen that G99 has roughly a 4.6 cm (0.15 feet) absolute accuracy (one sigma) in the regions of GP on bench mark coverage. n those states with sparse (150km+) GP on bench mark coverage, less point accuracy may be evident; but relative accuracy at about a 1 to 2 part-per-million level, or better, should still be obtained. Because G99 is only a model and could contain small errors, we do not currently consider geoid-corrected GP orthometric heights as a substitute for geodetic leveling in meeting the ederal Geodetic Control ubcommittee (GC) standards for vertical control networks. Work is under way on improving the model, and at present, many less stringent requirements can be met using the current model. B-3

V ata Presentation he final survey data is presented in the following format: N 83(92) RN based daho tate Plane Coordinates West Zone (orizontal) NV 88 (Vertical) he horizontal control for the adjustment of the survey network was based upon the previously surveyed and published positions for the following stations. tation escription Latitude Longitude ource 02-001-001 43 38 02.69015 N 116 32 43.25649 W rbiech 02-001-004 43 34 33.23006 N 116 28 54.82823 W rbiech 02-001-006 43 32 11.33787 N 116 31 58.69325 W rbiech 02-001-011 43 34 06.42093 N 116 37 22.59568 W rbiech 02-001-014 43 36 59.69915 N 116 36 48.30264 W rbiech 02-001-015 43 31 40.11371 N 116 34 05.95752 W rbiech 02-001-016 43 35 00.03639 N 116 34 19.15442 W rbiech C 143 43 38 03.17426 N 116 35 04.10089 W rbiech he vertical control for the adjustment of the survey network was based upon the published elevations of the following stations. tation escription NV 88 levation ource Control Notes 02-001-001 756.662 rbiech 02-001-004 801.987 rbiech 02-001-006 774.196 rbiech 02-001-011 755.955 rbiech 02-001-014 744.161 rbiech 02-001-015 782.636 rbiech 02-001-016 757.228 rbiech C 143 748.364 NG ee the vertical control discussion under the Level of ccuracy and GP eights and rthometric levations sections above. ee tation ata heets at points 74 and WY 20 37+31.8. Both of these points are existing vertical marks in the NG atabase; however, neither were held fixed during this survey; the former because of large discrepancies with the record and the latter was only used as a check elevation on this project. he elevations shown herein for those points are the GP derived measured elevations and not the published elevations. B-4

he remainder of this report consists of Control Placement iagrams, a ummary of tation ata and tation ata heets. hereby certify that this survey was conducted by me during March and eptember 2003 at the request of Geoerra, nc. dba 3i West of ugene, R for the city of Nampa,. PRNL LN URVYR RG R L BY G RGG XPRN: MY 31, 2008 B-5

2003 MPPNG PN (1 3) N 36 5N 4N 1 31 6 36 1 31 6 1" = 7,000 eet 2003 MPPNG PN PPRXM CN LN R3W R2W R2W R1W 03-012-111 03-012-114 03-012-112 36 4N 3N 1 03-012-110 03-012-115 03-012-113 31 36 31 03-003-001 03-003-002 03-003-003 6 1 6 B-6

2003 MPPNG PN (2 3) N 36 4N 3N 1 31 6 36 1 31 03-003-001 6 1" = 7,000 eet 2003 MPPNG PN WY 20 37+31.8 PPRXM CN LN R4W R3W 03-012-101 03-012-107 03-012-102 03-012-103 03-012-108 R3W R2W 03-012-109 03-012-106 36 3N 2N 1 31 6 03-012-105 03-012-104 36 1 31 6 B-7

2003 MPPNG PN (3 3) N 36 5N 4N 1 31 6 36 1 31 6 1" = 7,000 eet 2003 MPPNG PN PPRXM CN LN R3W R2W R2W R1W 03-012-111 03-012-114 03-012-112 36 4N 3N 1 03-012-110 03-012-115 03-012-113 31 36 31 03-003-001 03-003-002 03-003-003 6 1 6 B-8

GP Mapping Control March, 2003 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 03-003-001 43 38' 02.08676" 116 37' 58.53979" 718166.69 2390921.61 2442.53-0 36' 33.437" 0.99999575 0.99988599 0.99988174 03-003-002 43 38' 03.18937" 116 30' 47.64208" 717964.19 2422610.31 2505.92-0 31' 36.075" 0.99997997 0.99988293 0.99986291 03-003-003 43 38' 02.48532" 116 28' 24.84652" 717798.89 2433110.63 2533.30-0 29' 57.524" 0.99997525 0.99988162 0.99985687 03-003-004 43 32' 47.94640" 116 28' 24.90508" 685952.58 2432829.00 2576.60-0 29' 54.687" 0.99997537 0.99987955 0.99985492 03-003-005 43 31' 02.97794" 116 28' 24.61622" 675324.69 2432757.84 2614.86-0 29' 53.527" 0.99997541 0.99987772 0.99985313 03-003-006 43 31' 03.36951" 116 29' 27.94515" 675405.40 2428092.09 2596.41-0 30' 37.141" 0.99997748 0.99987860 0.99985608 03-003-007 43 30' 53.19142" 116 36' 46.06941" 674686.05 2395800.22 2540.30-0 35' 38.744" 0.99999317 0.99988131 0.99987448 B-9

GP Mapping Control eptember, 2003 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 03-012-101 43 36' 16.01832" 116 41' 34.73024" 707602.25 2374901.28 2599.16-0 39' 01.375" 1.00000460 0.99987853 0.99988312 03-012-102 43 36' 14.42422" 116 40' 22.55559" 707381.21 2380209.72 2498.49-0 38' 11.573" 1.00000160 0.99988333 0.99988493 03-012-103 43 36' 17.67576" 116 39' 10.83222" 707652.42 2385490.37 2447.36-0 37' 22.138" 0.99999868 0.99988577 0.99988445 03-012-104 43 33' 34.89417" 116 39' 10.68787" 691171.03 2385321.91 2541.68-0 37' 20.180" 0.99999877 0.99988126 0.99988003 03-012-105 43 33' 38.82609" 116 40' 23.30492" 691627.85 2379979.59 2549.11-0 38' 10.273" 1.00000173 0.99988091 0.99988264 03-012-106 43 33' 48.28664" 116 41' 21.57404" 692633.76 2375700.17 2541.33-0 38' 50.546" 1.00000414 0.99988129 0.99988543 03-012-107 43 35' 26.69971" 116 41' 33.31796" 702607.65 2374948.53 2550.52-0 38' 59.814" 1.00000457 0.99988085 0.99988542 03-012-108 43 35' 22.53668" 116 40' 22.48357" 702127.64 2380156.66 2539.60-0 38' 10.918" 1.00000163 0.99988137 0.99988299 03-012-109 43 34' 58.20639" 116 39' 09.70000" 699605.40 2385486.25 2466.02-0 37' 20.450" 0.99999868 0.99988488 0.99988356 03-012-110 43 38' 55.28113" 116 35' 36.19107" 723443.73 2401444.48 2443.14-0 34' 55.764" 0.99999025 0.99988595 0.99987621 03-012-111 43 39' 47.81061" 116 35' 36.33678" 728762.39 2401487.82 2442.59-0 34' 56.425" 0.99999023 0.99988598 0.99987621 03-012-112 43 39' 48.31920" 116 30' 46.55313" 728607.72 2422788.23 2498.65-0 31' 36.336" 0.99997989 0.99988328 0.99986317 B-10

GP Mapping Control eptember, 2003 or City of Nampa, Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 03-012-113 43 38' 55.50495" 116 30' 46.88453" 723260.56 2422714.71 2494.86-0 31' 36.056" 0.99997992 0.99988346 0.99986339 03-012-114 43 39' 46.52293" 116 33' 12.50650" 728527.10 2412058.50 2470.30-0 33' 17.097" 0.99998497 0.99988465 0.99986962 03-012-115 43 38' 54.95050" 116 33' 15.09671" 723307.30 2411817.51 2460.82-0 33' 18.362" 0.99998509 0.99988510 0.99987019 03-012-116 43 29' 17.74539" 116 32' 02.87211" 664815.98 2416576.25 2611.38-0 32' 22.782" 0.99998280 0.99987789 0.99986069 03-012-117 43 29' 15.03171" 116 30' 47.30489" 664489.47 2422144.25 2652.10-0 31' 30.745" 0.99998019 0.99987594 0.99985613 03-012-118 43 29' 17.75918" 116 33' 11.39524" 664865.54 2411525.01 2766.32-0 33' 09.945" 0.99998523 0.99987050 0.99985573 03-012-119 43 27' 34.17827" 116 33' 11.70687" 654378.63 2411400.87 2680.18-0 33' 09.106" 0.99998529 0.99987461 0.99985990 03-012-120 43 27' 33.79799" 116 32' 00.85699" 654290.35 2416625.77 2651.27-0 32' 20.363" 0.99998278 0.99987598 0.99985876 03-012-121 43 27' 34.84509" 116 30' 48.51738" 654346.82 2421961.87 2658.75-0 31' 30.611" 0.99998027 0.99987562 0.99985590 74 43 28' 58.56677" 116 32' 07.05978" 662877.14 2416249.24 2604.28-0 32' 25.474" 0.99998296 0.99987823 0.99986119 WY 20 37+31.8 43 36' 49.21833" 116 42' 47.09006" 711024.77 2369616.40 2516.95-0 39' 51.691" 1.00000764 0.99988246 0.99989010 B-11

tation ata heet tation esignation: 03-003-001 tation Location: 1-3N-R3W N 83 (92) Geodetic Coordinates 43 38' 02.08676" N 116 37' 58.53979" W llipsoid eight: 727.194 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,897.646 728,754.365 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 718,166.69 U eet asting: 2,390,921.61 U eet θ: -0 36' 33.437 cale actor: 0.99999575 levation actor: 0.99988599 Combined actor: 0.99988174 NV 88 rthometric levation 744.485 2,442.53 U eet ound a Mag brand nail with shiner and painted aerial target. Point is located in the southwest quadrant of the intersection of Ustick Road and Nelson Lane (private), approximately 3200 feet east of intersection with Cleveland Boulevard (old U ighway 30), 17 feet south of the center of Ustick Road and 10 feet west of the center of Nelson Lane. his location is between the Ustick Road overpass over -84 and the Ustick Road overpass over the Notus Canal. 17MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-12

tation ata heet tation esignation: 03-003-002 tation Location: 36-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 03.18937" N 116 30' 47.64208" W llipsoid eight: 746.712 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,835.924 738,413.100 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 717,964.19 U eet asting: 2,422,610.31 U eet θ: -0 31' 36.075 cale actor: 0.99997997 levation actor: 0.99988293 Combined actor: 0.99986291 NV 88 rthometric levation 763.806 2,505.92 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of Ustick Road and Can da Road, 15 feet north of the center of Ustick Road and 22 feet west of the center of Can da Road. 17MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-13

tation ata heet tation esignation: 03-003-003 tation Location: 5-3N-R1W N 83 (92) Geodetic Coordinates 43 38' 02.48532" N 116 28' 24.84652" W llipsoid eight: 755.118 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 218,785.538 741,613.603 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 717,798.89 U eet asting: 2,433,110.63 U eet θ: -0 29' 57.524 cale actor: 0.99997525 levation actor: 0.99988162 Combined actor: 0.99985687 NV 88 rthometric levation 772.151 2,533.30 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of Ustick Road and Mcermott Road, 31 feet south of the center of Ustick Road and 16 feet west of the center of Mcermott Road. 17MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-14

tation ata heet tation esignation: 03-003-004 tation Location: 4-2N-R1W N 83 (92) Geodetic Coordinates 43 32' 47.94640" N 116 28' 24.90508" W llipsoid eight: 768.308 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,078.766 741,527.763 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 685,952.58 U eet asting: 2,432,829.00 U eet θ: -0 29' 54.687 cale actor: 0.99997537 levation actor: 0.99987955 Combined actor: 0.99985492 NV 88 rthometric levation 785.351 2,576.60 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of Lake azel Road and Mcermott Road, 14 feet south of the center of Lake azel Road and 18 feet east of the center of Mcermott Road. 17MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-15

tation ata heet tation esignation: 03-003-005 tation Location: 16-2N-R1W N 83 (92) Geodetic Coordinates 43 31' 02.97794" N 116 28' 24.61622" W llipsoid eight: 779.977 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,839.378 741,506.072 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 675,324.69 U eet asting: 2,432,757.84 U eet θ: -0 29' 53.527 cale actor: 0.99997541 levation actor: 0.99987772 Combined actor: 0.99985313 NV 88 rthometric levation 797.011 2,614.86 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of ubbard Road (east), Lewis Lane (west) and Mcermott Road, 19 feet south of the center of ubbard Road and 18 feet east of the center of Mcermott Road. 18MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-16

tation ata heet tation esignation: 03-003-006 tation Location: 17-2N-R1W N 83 (92) Geodetic Coordinates 43 31' 03.36951" N 116 29' 27.94515" W llipsoid eight: 774.329 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,863.979 740,083.948 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 675,405.40 U eet asting: 2,428,092.09 U eet θ: -0 30' 37.141 cale actor: 0.99997748 levation actor: 0.99987860 Combined actor: 0.99985608 NV 88 rthometric levation 791.386 2,596.41 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the south side of Lewis Lane, approximately 600 feet east of intersection with Robinson Boulevard, 40 feet west of the approximate center of a driveway to #6411 and on the south fog line of Lewis Lane. 18MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-17

tation ata heet tation esignation: 03-003-007 tation Location: 17-2N-R2W N 83 (92) Geodetic Coordinates 43 30' 53.19142" N 116 36' 46.06941" W llipsoid eight: 757.059 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 205,644.718 730,241.368 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 674,686.05 U eet asting: 2,395,800.22 U eet θ: -0 35' 38.744 cale actor: 0.99999317 levation actor: 0.99988131 Combined actor: 0.99987448 NV 88 rthometric levation 774.285 2,540.30 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the east fog line of Lake hore rive, approximately 100 feet north of the PC of a curve. o reach the point from the intersection of tate ighway 45 (12th venue Road) and Lake hore rive, proceed west on Lake hore rive for 2.0 miles to a 90 curve to the right, continue north for approximately 0.3 miles to a curve to the left and the point. 18MR2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-18

tation ata heet tation esignation: 03-012-101 tation Location: 9-3N-R3W N 83 (92) Geodetic Coordinates 43 36' 16.01832" N 116 41' 34.73024" W llipsoid eight: 774.831 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,677.596 723,871.358 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,602.25 U eet asting: 2,374,901.28 U eet θ: -0 39' 01.375 cale actor: 1.00000460 levation actor: 0.99987853 Combined actor: 0.99988312 NV 88 rthometric levation 792.226 2,599.16 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of tate ighway 55 and outh 10th venue, approximately 100 feet north of the centerline stripe on tate ighway 55 (not centered in pavement), 25 feet west of the centerline stripe (not centered in pavement) on outh 10th venue, 1 foot east of the west edge of pavement and south 60 east, 8 feet from a power pole. Note that this point was tied conventionally from a GP azimuth pair set on the east side of outh 10th venue (north of the point) due to poor GP data at this point for unknown reasons. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-19

tation ata heet tation esignation: 03-012-102 tation Location: 14-3N-R3W N 83 (92) Geodetic Coordinates 43 36' 14.42422" N 116 40' 22.55559" W llipsoid eight: 744.181 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,610.223 725,489.373 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,381.21 U eet asting: 2,380,209.72 U eet θ: -0 38' 11.573 cale actor: 1.00000160 levation actor: 0.99988333 Combined actor: 0.99988493 NV 88 rthometric levation 761.542 2,498.49 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of tate ighway 55 and ndiana venue, approximately 133 feet south of the center of tate ighway 55, 12 feet east of the center of ndiana venue, 1 foot west of the east edge of pavement and south 20 west, 20 feet from a mailbox for pecialty Machine at #15985. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-20

tation ata heet tation esignation: 03-012-103 tation Location: 11-3N-R3W N 83 (92) Geodetic Coordinates 43 36' 17.67576" N 116 39' 10.83222" W llipsoid eight: 728.629 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 215,692.890 727,098.918 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 707,652.42 U eet asting: 2,385,490.37 U eet θ: -0 37' 22.138 cale actor: 0.99999868 levation actor: 0.99988577 Combined actor: 0.99988445 NV 88 rthometric levation 745.957 2,447.36 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of tate ighway 55 and Lake venue, approximately 110 feet north of the center of tate ighway 55 and 12 feet west of the center of Lake venue. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-21

tation ata heet tation esignation: 03-012-104 tation Location: 35-3N-R3W N 83 (92) Geodetic Coordinates 43 33' 34.89417" N 116 39' 10.68787" W llipsoid eight: 757.389 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,669.352 727,047.571 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,171.03 U eet asting: 2,385,321.91 U eet θ: -0 37' 20.180 cale actor: 0.99999877 levation actor: 0.99988126 Combined actor: 0.99988003 NV 88 rthometric levation 774.705 2,541.68 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the eer lat National Wildlife Refuge on the top of the upper embankment dam at engineers station 24+60, 1.5 feet north of the south edge of pavement on Upper mbankment Road, 10 feet north of the center of the rock wall on the upstream face of the dam and on the approximate centerline of Lake venue projected to the south. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-22

tation ata heet tation esignation: 03-012-105 tation Location: 27-3N-R3W N 83 (92) Geodetic Coordinates 43 33' 38.82609" N 116 40' 23.30492" W llipsoid eight: 759.621 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 210,808.590 725,419.229 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 691,627.85 U eet asting: 2,379,979.59 U eet θ: -0 38' 10.273 cale actor: 1.00000173 levation actor: 0.99988091 Combined actor: 0.99988264 NV 88 rthometric levation 776.970 2,549.11 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the eer lat National Wildlife Refuge. ccess is from the Visitor Center parking lot and then following a gravel and dirt road (posted "No Vehicles") westerly for approximately 0.35 miles to the point on the right, approximately 350 feet easterly of a road junction, 22 feet north of the gravel and dirt road and 16 feet east of a track road to the north. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-23

tation ata heet tation esignation: 03-012-106 tation Location: 27-3N-R3W N 83 (92) Geodetic Coordinates 43 33' 48.28664" N 116 41' 21.57404" W llipsoid eight: 757.223 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 211,115.193 724,114.860 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 692,633.76 U eet asting: 2,375,700.17 U eet θ: -0 38' 50.546 cale actor: 1.00000414 levation actor: 0.99988129 Combined actor: 0.99988543 NV 88 rthometric levation 774.598 2,541.33 U eet et a 5/8" diameter X 30" long rebar with a 2" diameter aluminum rbiech cap and plastic aerial target. Point is located on the eer lat National Wildlife Refuge. ccess is from the Visitor Center parking lot and then following a gravel and dirt road (posted "No Vehicles") westerly for approximately 0.4 miles to a junction, bear left and continue westerly along the lake shoreline for approximately 1.0 miles to the point on the right, 23 feet east of the center of the road. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-24

tation ata heet tation esignation: 03-012-107 tation Location: 15-3N-R3W N 83 (92) Geodetic Coordinates 43 35' 26.69971" N 116 41' 33.31796" W llipsoid eight: 760.007 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,155.241 723,885.761 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 702,607.65 U eet asting: 2,374,948.53 U eet θ: -0 38' 59.814 cale actor: 1.00000457 levation actor: 0.99988085 Combined actor: 0.99988542 NV 88 rthometric levation 777.399 2,550.52 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant of the intersection of rchard venue and outh 10th venue, 12 feet north of the center of rchard venue and 87 feet east of the center of outh 10th venue. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-25

tation ata heet tation esignation: 03-012-108 tation Location: 23-3N-R3W N 83 (92) Geodetic Coordinates 43 35' 22.53668" N 116 40' 22.48357" W llipsoid eight: 756.712 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 214,008.931 725,473.200 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 702,127.64 U eet asting: 2,380,156.66 U eet θ: -0 38' 10.918 cale actor: 1.00000163 levation actor: 0.99988137 Combined actor: 0.99988299 NV 88 rthometric levation 774.071 2,539.60 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of rchard venue and ndiana venue, 91 feet south of the center of rchard venue and 13 feet east of the center of ndiana venue. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-26

tation ata heet tation esignation: 03-012-109 tation Location: 24-3N-R3W N 83 (92) Geodetic Coordinates 43 34' 58.20639" N 116 39' 09.70000" W llipsoid eight: 734.320 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 213,240.154 727,097.663 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 699,605.40 U eet asting: 2,385,486.25 U eet θ: -0 37' 20.450 cale actor: 0.99999868 levation actor: 0.99988488 Combined actor: 0.99988356 NV 88 rthometric levation 751.646 2,466.02 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of mith venue and Lake venue, 12 feet south of the center of mith venue and 73 feet east of the center of Lake venue. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-27

tation ata heet tation esignation: 03-012-110 tation Location: 29-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 55.28113" N 116 35' 36.19107" W llipsoid eight: 727.448 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 220,506.089 731,961.742 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 723,443.73 U eet asting: 2,401,444.48 U eet θ: -0 34' 55.764 cale actor: 0.99999025 levation actor: 0.99988595 Combined actor: 0.99987621 NV 88 rthometric levation 744.669 2,443.14 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of Linden Road and Midland Road, 18 feet north of the center of Linden Road and 18 feet west of the center of Midland Road. 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-28

tation ata heet tation esignation: 03-012-111 tation Location: 20-4N-R2W N 83 (92) Geodetic Coordinates 43 39' 47.81061" N 116 35' 36.33678" W llipsoid eight: 727.284 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 222,127.221 731,974.951 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 728,762.39 U eet asting: 2,401,487.82 U eet θ: -0 34' 56.425 cale actor: 0.99999023 levation actor: 0.99988598 Combined actor: 0.99987621 NV 88 rthometric levation 744.503 2,442.59 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of U ighway 20/26 and Midland Road, 36 feet north of the center of U ighway 20/26 and 17 feet west of the center of Midland Road. 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-29

tation ata heet tation esignation: 03-012-112 tation Location: 24-4N-R2W N 83 (92) Geodetic Coordinates 43 39' 48.31920" N 116 30' 46.55313" W llipsoid eight: 744.487 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 222,080.078 738,467.329 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 728,607.72 U eet asting: 2,422,788.23 U eet θ: -0 31' 36.336 cale actor: 0.99997989 levation actor: 0.99988328 Combined actor: 0.99986317 NV 88 rthometric levation 761.589 2,498.65 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of U ighway 20/26 and Can da Road, 100 feet north of the center of U ighway 20/26, 13 feet west of the center of Can da Road and 1 foot east of the west edge of pavement on Can da Road. 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-30

tation ata heet tation esignation: 03-012-113 tation Location: 30-4N-R1W N 83 (92) Geodetic Coordinates 43 38' 55.50495" N 116 30' 46.88453" W llipsoid eight: 743.338 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 220,450.260 738,444.919 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 723,260.56 U eet asting: 2,422,714.71 U eet θ: -0 31' 36.056 cale actor: 0.99997992 levation actor: 0.99988346 Combined actor: 0.99986339 NV 88 rthometric levation 760.434 2,494.86 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant of the intersection of McMillan Road and Can da Road, 22 feet north of the center of McMillan Road and 22 feet east of the center of Can da Road. 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-31

tation ata heet tation esignation: 03-012-114 tation Location: 27-4N-R2W N 83 (92) Geodetic Coordinates 43 39' 46.52293" N 116 33' 12.50650" W llipsoid eight: 735.789 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 222,055.506 735,196.901 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 728,527.10 U eet asting: 2,412,058.50 U eet θ: -0 33' 17.097 cale actor: 0.99998497 levation actor: 0.99988465 Combined actor: 0.99986962 NV 88 rthometric levation 752.949 2,470.30 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of U ighway 20/26 and ranklin Road, 95 feet south of the center (middle of left turn lane) of U ighway 20/26 and 24 feet west of the center of ranklin Road. 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-32

tation ata heet tation esignation: 03-012-115 tation Location: 34-4N-R2W N 83 (92) Geodetic Coordinates 43 38' 54.95050" N 116 33' 15.09671" W llipsoid eight: 732.900 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 220,464.505 735,123.448 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 723,307.30 U eet asting: 2,411,817.51 U eet θ: -0 33' 18.362 cale actor: 0.99998509 levation actor: 0.99988510 Combined actor: 0.99987019 NV 88 rthometric levation 750.060 2,460.82 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of Linden Road and ranklin Road, 12 feet south of the center of Linden Road, 210 feet west of the center of ranklin Road, 1 foot north of the south edge of pavement on Linden Road and across Linden Road from the mailbox for "utland teel". 08P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-33

tation ata heet tation esignation: 03-012-116 tation Location: 26-2N-R2W N 83 (92) Geodetic Coordinates 43 29' 17.74539" N 116 32' 02.87211" W llipsoid eight: 778.862 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,636.317 736,573.915 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 664,815.98 U eet asting: 2,416,576.25 U eet θ: -0 32' 22.782 cale actor: 0.99998280 levation actor: 0.99987789 Combined actor: 0.99986069 NV 88 rthometric levation 795.951 2,611.38 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southwest quadrant of the intersection of Kuna Road and outhside Boulevard, 15 feet south of the center of Kuna Road and 247 feet west of the center of outhside Boulevard. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-34

tation ata heet tation esignation: 03-012-117 tation Location: 30-2N-R1W N 83 (92) Geodetic Coordinates 43 29' 15.03171" N 116 30' 47.30489" W llipsoid eight: 791.299 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,536.795 738,271.045 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 664,489.47 U eet asting: 2,422,144.25 U eet θ: -0 31' 30.745 cale actor: 0.99998019 levation actor: 0.99987594 Combined actor: 0.99985613 NV 88 rthometric levation 808.361 2,652.10 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the southeast quadrant of the intersection of Kuna Road and appy Valley Road, 297 feet south of the center of Kuna Road, 14 feet east of the center of appy Valley Road, 3 feet east of the east fog line and at the south side of a paved driveway approach apron for a gravel driveway to the southeast. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-35

tation ata heet tation esignation: 03-012-118 tation Location: 22-2N-R2W N 83 (92) Geodetic Coordinates 43 29' 17.75918" N 116 33' 11.39524" W llipsoid eight: 826.059 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,651.421 735,034.292 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 664,865.54 U eet asting: 2,411,525.01 U eet θ: -0 33' 09.945 cale actor: 0.99998523 levation actor: 0.99987050 Combined actor: 0.99985573 NV 88 rthometric levation 843.175 2,766.32 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located on the west side of outh Powerline Road, approximately 1.0 miles south of the intersection with eer lat Road, 18 feet south of the center of the driveway to #7999 and 12 feet west of the center of outh Powerline Road. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-36

tation ata heet tation esignation: 03-012-119 tation Location: 35-2N-R2W N 83 (92) Geodetic Coordinates 43 27' 34.17827" N 116 33' 11.70687" W llipsoid eight: 799.825 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 199,455.006 734,996.456 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 654,378.63 U eet asting: 2,411,400.87 U eet θ: -0 33' 09.106 cale actor: 0.99998529 levation actor: 0.99987461 Combined actor: 0.99985990 NV 88 rthometric levation 816.920 2,680.18 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northeast quadrant of the intersection of Bowmont Road and outh Powerline Road, 58 feet north of the center of Bowmont Road, 14 feet east of the center of outh Powerline Road and south 40 west, 14 feet from power pole #322. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-37

tation ata heet tation esignation: 03-012-120 tation Location: 35-2N-R2W N 83 (92) Geodetic Coordinates 43 27' 33.79799" N 116 32' 00.85699" W llipsoid eight: 791.041 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 199,428.099 736,589.007 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 654,290.35 U eet asting: 2,416,625.77 U eet θ: -0 32' 20.363 cale actor: 0.99998278 levation actor: 0.99987598 Combined actor: 0.99985876 NV 88 rthometric levation 808.107 2,651.27 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of Bowmont Road and outhside Boulevard, 24 feet north of the center of Bowmont Road, 59 feet west of the center of outhside Boulevard and 1 foot southeast of the edge of pavement. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-38

tation ata heet tation esignation: 03-012-121 tation Location: 36-2N-R2W N 83 (92) Geodetic Coordinates 43 27' 34.84509" N 116 30' 48.51738" W llipsoid eight: 793.349 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 199,445.310 738,215.455 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 654,346.82 U eet asting: 2,421,961.87 U eet θ: -0 31' 30.611 cale actor: 0.99998027 levation actor: 0.99987562 Combined actor: 0.99985590 NV 88 rthometric levation 810.389 2,658.75 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with a 2" diameter aluminum rbiech washer and painted aerial target. Point is located in the northwest quadrant of the intersection of West Bowmont Road and appy Valley Road, 133 feet north of the center of West Bowmont Road and 12 feet west of the center of appy Valley Road. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-39

tation ata heet tation esignation: 74 tation Location: 26-2N-R2W N 83 (92) Geodetic Coordinates 43 28' 58.56677" N 116 32' 07.05978" W llipsoid eight: 776.699 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,045.355 736,474.241 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 662,877.14 U eet asting: 2,416,249.24 U eet θ: -0 32' 25.474 cale actor: 0.99998296 levation actor: 0.99987823 Combined actor: 0.99986119 NV 88 rthometric levation 793.785 2,604.28 U eet ound 3 1/2" diameter UC&G brass disk in concrete post marked " 74 1934". Point is located on the west side of an abandoned railroad bed (rails removed) approximately 600 feet west of outhside Boulevard and approximately 1900 feet south of Kuna Road. he monument appears to have been hit by heavy machinery, possibly during farming activities and is leaning to the north. he published elevation = 794.445 meters and was not held during this survey due to disagreement with the surveyed elevation by 2.17 feet. NG P = 0376. ee NG data sheet in appendix of this report for further detail. 06P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-40

tation ata heet tation esignation: tation Location: 8-3N-R3W WY 20 37+31.8 N 83 (92) Geodetic Coordinates 43 36' 49.21833" N 116 42' 47.09006" W llipsoid eight: 749.737 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 216,720.784 722,260.522 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 711,024.77 U eet asting: 2,369,616.40 U eet θ: -0 39' 51.691 cale actor: 1.00000764 levation actor: 0.99988246 Combined actor: 0.99989010 NV 88 rthometric levation 767.167 2,516.95 U eet ound 3" diameter PRMN PUBLC WRK brass disk in concrete, marked "37+31.8". Point is located on the west side of armway Road between tate ighway 55 and omedale Road in a private field at 16703 armway Road ( of house) and is located 3.1 feet west of triple rail vinyl fence, 33 feet west of the centerline stripe of armway Road and 44 feet north of the center of a 16 foot wide double gate in the fence. his is an existing station in the NG database with a P = 0766. ee NG data sheet in appendix of this report for further detail. Note that this was used as a check point only N the elevation reported hereon is measured N not fixed. his point was held vertically and included in the later Caldwell Citywide GP Network urvey 2004. 09P2003 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 B-41

ppendix C Photo Control Points 2006 or City of Nampa, and Nampa ighway istrict No. 1 Located in Canyon County, daho able of Contents cope of Project.... C-1 escription of Methods mployed....c-1 Level of ccuracy.... C-2 V GP eights and rthometric levations.... C-3 V ata Presentation.... C-4 Control Notes.... C-4 Control Placement iagrams.... C-6 tation ata ummary.... C-11 tation escription heets.... C-12 Prepared By Project Numbers 06005 and 06006 Copyright 2006 rbiech, nc.

cope of Project his project was performed as a subcontract to Geoerra, nc. dba 3i West of ugene, regon for the city of Nampa, daho. he purpose of this project was to provide the ground control for an updated aerial flight of the City of Nampa, along with an initial aerial mapping project for Nampa ighway istrict No. 1. dditionally, airborne GP (BGP) data was collected during the aerial flight as an integral part of the aerial triangulation and mapping process. he project area lies within portions of ownships 1 outh through 4 North and Ranges 1 West through 4 West of the Boise Meridian. escription of Methods mployed he project required daho tate Plane Coordinates (PC) (based on N 83(92) RN) and NV 88 elevations to be established on seven new photo control points. n addition to the new points, existing points included in this project consisted of one U Coast & Geodetic urvey (UC&G) bench mark, two points from the da County erial Mapping Project of 2000, six points from the Citywide GP Control Network of 2002 for the city of Nampa, two points from the Citywide GP Control Network of 2004 for the city of Caldwell and four points from the Citywide GP Control Network of 2006 for the city of Nampa, for a total of 22 points in the project. he above referenced projects from 2000, 2002 and 2004 are the basis for this survey. dditionally, a number of existing photo control points from years 2000, 2002, 2003 and 2004 were recovered and retargeted for supplemental control prior to the aerial flight; however, there were no new survey measurements done at those points. he seven newly set monuments consist of a 2 diameter aluminum washer and PK brand masonry nail ¼ diameter X 2 ½ long set in asphalt pavement. ypical washer stamping for the newly set points is as shown in the diagram below: R B C 0 6-0 0 5-1 0 1 P K C N R L L 7 3 2 1 P N he survey was performed using static GP methods. he new points were measured in either a network or a radial fashion with ties made from a minimum of two of the existing points from the previously referenced surveys utilizing wooden slip leg tripods. he Citywide GP Control Network of 2006 for the city of Nampa was not completed until later in the year, even though M of the field work was completed simultaneously with the mapping project. n order to accommodate the mapping schedule, interim positions were computed for four of the C-1

points within the 2006 control project and those positions were used as control for some of the 2006 mapping points. ll measurements for determining the positions established by this survey were made using two (2) Leica ystem 500 dual frequency Global Positioning ystem (GP) receivers. he manufacturer s stated accuracy of this equipment is 5 mm ± 1 ppm for static surveys. GP baseline data was processed utilizing the G Precise orbit (either rapid or final) ephemeris with Leica Geo ffice, Version 3.0. ll foot measurements shown in this report are based on the U.. urvey oot definition. Level of ccuracy he largest error ellipse of the final positions (relative to the previous control) was at point B 294 having a semi major axis of 0.03 feet (10 mm) and the largest vertical residual being 0.04 feet (12 mm) at point 06-006-002. he adjusted N 83(92) RN based latitudes and longitudes were then transformed to daho West Zone tate Plane Coordinate (PC) by applying the zone parameters to the GP measurements. rthometric heights were derived by applying the NG geoid model G99 to the adjusted ellipsoid heights as measured relative to the fixed ellipsoid heights of the previous control and then applying a mean local datum shift as determined during the Nampa Citywide GP Control Network of 2002 project. he resultant local datum shift was -0.036 feet (-0.011 meters). his local shift was then applied equally to all new non-leveled stations in the network. he exception to the above procedure was at point 06-005-101 where orthometric heights were derived by applying the NG geoid model G03 to the adjusted ellipsoid height as measured relative to the fixed ellipsoid heights of the Caldwell Citywide GP Control Network of 2004 and then applying a mean local datum shift as determined during that project. he resultant local datum shift was -0.337 feet (-0.1027 meters). his local shift was then applied to point 06-005-101. C-2

V GP eights and rthometric levations rthometric height elevations are not to be confused with GP heights. GP heights are based upon a mathematical surface called the ellipsoid, while orthometric elevations are based upon a surface called the geoid. Both of the surfaces are the zero points for their respective heights. o convert the GP ellipsoidal height to an orthometric height elevation, we need to know the difference in height between the two systems. his difference is not constant and changes gradually from point to point in any given area. t also varies due to changes in gravity associated with changing terrain, e.g. mountains. his change is referred to as the geoidal undulation. ifferential leveling measures the difference in height above the geoid between two bench marks. GP, on the other hand, measures the difference in height above the ellipsoid between the two marks. he relationship between the two systems can be represented by the following formula: N + = h where N is the geoidal separation, which varies is the orthometric height h is the ellipsoidal height o convert h to, you need N. he accuracy of GP derived elevations depends upon how well N is known. ur firm employs the G99 model developed by the National Geodetic urvey to determine the value of N. he G99 model is known as a hybrid geoid model, combining gravimetric information with GP ellipsoid heights on leveled bench marks. he G99 model was developed to support direct conversion between N 83 GP ellipsoidal heights and NV 88 orthometric heights. When comparing the G99 model with GP ellipsoidal heights in the N 83 reference frame and leveling in the NV 88 datum, it is seen that G99 has roughly a 4.6 cm (0.15 feet) absolute accuracy (one sigma) in the regions of GP on bench mark coverage. n those states with sparse (150km+) GP on bench mark coverage, less point accuracy may be evident; but relative accuracy at about a 1 to 2 part-per-million level, or better, should still be obtained. Because G99 is only a model and could contain small errors, we do not currently consider geoid-corrected GP orthometric heights as a substitute for geodetic leveling in meeting the ederal Geodetic Control ubcommittee (GC) standards for vertical control networks. Work is under way on improving the model, and at present, many less stringent requirements can be met using the current model. C-3

V ata Presentation he final survey data is presented in the following format: N 83(92) RN based daho tate Plane Coordinates West Zone (orizontal) NV 88 (Vertical) he horizontal control for the adjustment of the survey network was based upon the previously surveyed and published positions for the following stations. tation escription Latitude Longitude ource 00-003-029 43 17 36.88099 N 116 30 43.26712 W rbiech 00-003-033 43 27 20.19397 N 116 28 58.03718 W rbiech 02-001-005 43 33 04.65236 N 116 29 36.78848 W rbiech 02-001-006 43 32 11.33787 N 116 31 58.69325 W rbiech 02-001-010 43 33 15.43984 N 116 36 03.06625 W rbiech 02-001-012 43 35 29.30566 N 116 36 48.46389 W rbiech 02-001-014 43 36 59.69915 N 116 36 48.30264 W rbiech 02-001-015 43 31 40.11371 N 116 34 05.95752 W rbiech 04-004-101 43 39 51.46096 N 116 33 48.76138 W rbiech G 143 R 43 41 06.97979 N 116 36 45.11786 W rbiech he vertical control for the adjustment of the survey network was based upon the published elevations of the following stations. tation escription NV 88 levation ource 00-003-029 691.170 rbiech 00-003-033 826.626 rbiech 02-001-005 781.296 rbiech 02-001-006 774.196 rbiech 02-001-010 759.716 rbiech 02-001-012 750.575 rbiech 02-001-014 744.161 rbiech 02-001-015 782.636 rbiech 04-004-101 750.749 rbiech G 143 R 731.367 NG Control Notes ee the vertical control discussion under the Level of ccuracy and GP eights and rthometric levations sections above. Note that the GP eights and rthometric levations section above only references G99. lso, as noted above, one of the points, 06-006-101, used the G03 model instead. he Caldwell Citywide GP Control Network of 2004 utilized G03 and the point was established from the Caldwell network; thus, the need to use the same geoid model and adjustment. Rather than repeat essentially the same verbiage for G03 derived elevations, it was decided to just note here that the same discussion would apply to G03 with slight improvements in the absolute accuracy. C-4

ee tation ata heet at point B 294. his point is an existing vertical mark in the NG atabase; however, it was not held fixed during this survey, and was only used as a check elevation on this project (checked at 0.22 feet). n addition, levels were run from Q 73 in the NG database to point 06-006-001; again, the leveled elevation was not held fixed during this survey, and was only used as a check elevation on this project (checked at 0.12 feet). he elevation shown herein for 06-006-001 is per the adjusted GP derived elevation N N the leveled elevation for the following reasons: he brass disk at Q 73 has been vandalized and possibly disturbed and point 06-006-001 is on the extreme edge (southeasterly corner) of the mapping area and since the bench marks in the core urban area fit together extremely well, it was not worth possibly contaminating the vertical adjustment with an unchecked bench mark at the extreme edge of the project. he elevation shown herein for B 294 is the published NG elevation rather than the GP surveyed elevation; this was done primarily because this point was again on the extreme edge of the project (outside of the southwesterly corner) and across the nake River from the mapping area. Without further checks to confirm if there is approximately a 0.2 foot bias (or slope) in the geoid model, it was decided to let the elevation float in the adjustment and then report the published elevation herein, as this point was not actually used as an aerial control point for the mapping project he elevation reported at G 143 R is the NG preliminary height, which varied by 1 mm from the final height. t the time of the Caldwell Citywide GP Control Network of 2004, the NG had just completed the field work at this point and the only available data was the preliminary elevation. n order to maintain project consistency, the preliminary height was again used for this project. he remainder of this report consists of Control Placement iagrams, a ummary of tation ata and tation ata heets. hereby certify that this survey was conducted by me during pril and May, 2006 at the request of Geoerra, nc. dba 3i West of ugene, R for the city of Nampa, and Nampa ighway istrict No.1. PRNL LN URVYR RG R L BY G RGG XPRN: MY 31, 2008 C-5

2006 MPPNG PN (1 5) N 36 1 31 6 5N 4N 36 1 31 6 1" = 7,000 eet 2006 MPPNG PN PPRXM CN LN 06-005-101 R3W R2W R2W R1W 36 1 31 6 4N 3N 36 1 31 6 C-6

2006 MPPNG PN (2 5) N 36 1 31 6 3N 2N 36 1 31 6 1" = 7,000 eet 2006 MPPNG PN PPRXM CN LN R2W R1W R1W R1 36 1 31 6 06-005-102 2N 1N 36 1 31 6 C-7

2006 MPPNG PN (3 5) N 36 1 31 6 1N 1 36 1 31 6 1" = 7,000 eet 2006 MPPNG PN PPRXM CN LN R3W R2W R2W R1W 36 1 31 6 1 2 06-006-001 36 1 31 6 C-8

2006 MPPNG PN (4 5) 23 24 N 26 06-005-103 25 1" = 7,000 eet 36 1 31 06-006-003 6 2N 1N 36 1 31 6 2006 MPPNG PN PPRXM CN LN R4W R3W R3W R2W 22 23 27 06-006-002 26 C-9

2006 MPPNG PN (5 5) N 36 1 31 6 3N 2N B 294 06-006-004 36 1 31 6 1" = 7,000 eet 2006 MPPNG PN PPRXM CN LN R5W R4W R4W R3W 36 1 31 6 2N 1N 36 1 31 06-006-003 6 C-10

GP Mapping Control, 2006 or City of Nampa, and Nampa ighway istrict No. 1 Located in Canyon County, daho orizontal atum: N 83(92) RN Zone 1103, daho West Vertical atum: NV 88 ll units are in U.. urvey eet tation Latitude (N) Longitude (W) Northing (Y) asting (X) levation (Z) Convergence cale actor levation actor Combined actor 06-005-101 43 41' 37.79568" 116 30' 45.71618" 739691.57 2422951.65 2460.71-0 31' 36.813" 0.99997981 0.99988510 0.99986492 06-005-102 43 27' 46.42633" 116 28' 16.20551" 655419.26 2433205.15 2697.52-0 29' 45.940" 0.99997521 0.99987376 0.99984897 06-005-103 43 29' 17.25813" 116 38' 53.68526" 665072.66 2386292.15 2679.44-0 37' 05.533" 0.99999825 0.99987467 0.99987291 06-006-001 43 17' 59.12312" 116 31' 42.86624" 596095.48 2417409.55 2312.16-0 32' 02.312" 0.99998241 0.99989217 0.99987458 06-006-002 43 23' 49.17632" 116 40' 00.14796" 631909.30 2381027.29 2343.96-0 37' 47.468" 1.00000115 0.99989069 0.99989183 06-006-003 43 27' 34.47218" 116 44' 56.78277" 654971.01 2359401.03 2249.73-0 41' 14.154" 1.00001372 0.99989521 0.99990893 06-006-004 43 32' 42.49348" 116 47' 14.19806" 686281.02 2349655.18 2266.01-0 42' 52.735" 1.00001973 0.99989446 0.99991419 B 294 43 32' 48.42623" 116 48' 13.46546" 686936.57 2345297.91 2251.71-0 43' 33.652" 1.00002249 0.99989516 0.99991765 C-11

tation ata heet tation esignation: 06-005-101 tation Location: 12-4N-R2W N 83 (92) Geodetic Coordinates 43 41' 37.79568" N 116 30' 45.71618" W llipsoid eight: 732.884 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 225,458.442 738,517.141 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 739,691.57 U eet asting: 2,422,951.65 U eet θ: -0 31' 36.813 cale actor: 0.99997981 levation actor: 0.99988510 Combined actor: 0.99986492 NV 88 rthometric levation 750.025 2,460.71 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target on south shoulder of tate ighway 44 at MP 9.5 (approximately 8.2 miles north of Nampa City all). Point is located on the Canyon da County line at the intersection with Can da Road to the north, at the west city limits of tar,, centered on the projection south of the centerline of Can da Road and 2 feet north of the south edge of pavement of tate ighway 44. 26MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-12

tation ata heet tation esignation: 06-005-102 tation Location: 33-2N-R1W N 83 (92) Geodetic Coordinates 43 27' 46.42633" N 116 28' 16.20551" W llipsoid eight: 805.217 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 199,772.190 741,642.413 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 655,419.26 U eet asting: 2,433,205.15 U eet θ: -0 29' 45.940 cale actor: 0.99997521 levation actor: 0.99987376 Combined actor: 0.99984897 NV 88 rthometric levation 822.205 2,697.52 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target on north shoulder of West Green Lane (approximately 9.6 miles southeast of Nampa City all). Point is located approximately 650 feet east of intersection with outh Mcermott Road, 12 feet north of the centerline of West Green Lane at a paved approach and 90 feet east the McClenagan Canal Lateral crossing under West Green Lane. 27MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-13

tation ata heet tation esignation: 06-005-103 tation Location: 25-2N-R3W N 83 (92) Geodetic Coordinates 43 29' 17.25813" N 116 38' 53.68526" W llipsoid eight: 799.435 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 202,714.551 727,343.303 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 665,072.66 U eet asting: 2,386,292.15 U eet θ: -0 37' 05.533 cale actor: 0.99999825 levation actor: 0.99987467 Combined actor: 0.99987291 NV 88 rthometric levation 816.696 2,679.44 U eet et a 5/8" X 16" long rebar with 2" diameter aluminum rbiech cap with plastic aerial target on south side of Missouri venue (approximately 7.6 miles southwest of Nampa City all). rom intersection of tate ighway 45 and Missouri venue south of Nampa, (at MP 21.2 on tate ighway 45), proceed west on Missouri venue for 3.75 miles to the point on the left (south) side of the avenue at the west end of a cut section in an area that has previously been used as a rock quarry and local trash dump site. Point is located 0.25 miles east of the intersection with ky Ranch Road (to the south), 70 feet south of the centerline stripe on Missouri venue and approximately 10 feet higher than the avenue. 24MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-14

tation ata heet tation esignation: 06-006-001 tation Location: 36-1-R2W N 83 (92) Geodetic Coordinates 43 17' 59.12312" N 116 31' 42.86624" W llipsoid eight: 687.735 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 181,690.267 736,827.905 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 596,095.48 U eet asting: 2,417,409.55 U eet θ: -0 32' 02.312 cale actor: 0.99998241 levation actor: 0.99989217 Combined actor: 0.99987458 NV 88 rthometric levation 704.748 2,312.16 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target on south side of inker Rd. (approx. 19.6 miles south of Nampa City all). rom intersection of tate ighway 45 and erry Rd. south of Nampa, (at MP 10.8 on tate ighway 45) and approx. 0.4 miles northeast of the bridge over the nake River at Walter's erry, proceed easterly on erry Rd. 2.0 miles to intersecting ill Rd., turn right, proceed southerly on ill Rd. (turns into Warren pur Rd.) 2.2 miles to intersecting inker Rd., turn right, proceed southerly on inker Rd. 2.8 miles to the north end of the old Guffey Railroad Bridge (abandoned), turn left, proceed east toward Celebration Park for 185 feet to the point on the right, 0.75 feet north of the south edge of pavement. 24MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-15

tation ata heet tation esignation: 06-006-002 tation Location: 26-1N-R3W N 83 (92) Geodetic Coordinates 43 23' 49.17632" N 116 40' 00.14796" W llipsoid eight: 697.218 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 192,606.338 725,738.569 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 631,909.30 U eet asting: 2,381,027.29 U eet θ: -0 37' 47.468 cale actor: 1.00000115 levation actor: 0.99989069 Combined actor: 0.99989183 NV 88 rthometric levation 714.439 2,343.96 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target at intersection of Map Rock Road and Pump Road (approximately 13.7 miles south of Nampa City all). rom intersection of tate ighway 45 and Map Rock Road, south of Nampa, (at MP 11.5 on tate ighway 45) and approximately 1.0 miles northeast of the bridge over the nake River at Walter's erry, proceed northwesterly on Map Rock Road for 5.0 miles to intersecting Pump Road on the right and the point. Point is located in the gore area at the intersection of the roads, 26 feet southwest of the centerline of Pump Road and 26 feet northeast of the centerline of Map Rock Road. 24MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-16

tation ata heet tation esignation: 06-006-003 tation Location: 31-2N-R3W N 83 (92) Geodetic Coordinates 43 27' 34.47218" N 116 44' 56.78277" W llipsoid eight: 668.367 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 199,635.564 719,146.872 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 654,971.01 U eet asting: 2,359,401.03 U eet θ: -0 41' 14.154 cale actor: 1.00001372 levation actor: 0.99989521 Combined actor: 0.99990893 NV 88 rthometric levation 685.721 2,249.73 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target on southwest shoulder of Map Rock Road (approximately 12.4 miles southwest of Nampa City all). rom intersection of tate ighway 45 and Map Rock Road, south of Nampa, (at MP 11.5 on tate ighway 45) and approximately 1.0 miles northeast of the bridge over the nake River at Walter's erry, proceed northwesterly on Map Rock Road for 11.2 miles to the point on the left (southwest) side of the road. Point is located 13 feet southwest of the centerline of Map Rock Road, approximately 1 foot northeast of the southwest edge of pavement and near the northwest end of a gravel parking area on the southwest shoulder of the road. 24MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-17

tation ata heet tation esignation: 06-006-004 tation Location: 2-2N-R4W N 83 (92) Geodetic Coordinates 43 32' 42.49348" N 116 47' 14.19806" W llipsoid eight: 673.160 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,178.873 716,176.331 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP GP erived 686,281.02 U eet asting: 2,349,655.18 U eet θ: -0 42' 52.735 cale actor: 1.00001973 levation actor: 0.99989446 Combined actor: 0.99991419 NV 88 rthometric levation 690.682 2,266.01 U eet et a PK brand masonry nail 1/4" diameter X 2 1/2" long with 2" diameter aluminum rbiech washer with painted aerial target at the intersection of Marsing Road and Lloyd Lane (approximately 11.2 miles west of Nampa City all). rom intersection of tate ighway 55 and Marsing Road (approximately 0.4 miles northeast of the bridge over the nake River at Marsing, ), proceed south and east on Marsing Road for 0.6 miles to intersection with Lloyd Lane on the right (south) and the point. Point is located 30 feet south of the centerline of Marsing Road and 16 feet east of the centerline of Lloyd Lane. 24MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-18

tation ata heet tation esignation: B 294 tation Location: 34-3N-R4W N 83 (92) Geodetic Coordinates 43 32' 48.42623" N 116 48' 13.46546" W llipsoid eight: 668.711 N 83 (92) tate Plane Coordinates Zone 1103, daho West asting: 209,378.686 714,848.234 N 83 (92) tate Plane Coordinates Zone 1103, daho West oriz. Method: GP NG Leveled 686,936.57 U eet asting: 2,345,297.91 U eet θ: -0 43' 33.652 cale actor: 1.00002249 levation actor: 0.99989516 Combined actor: 0.99991765 NV 88 rthometric levation 686.324 2,251.71 U eet ound a 3 1/2" diameter UC&G brass disk in Marsing, south of the intersection of Main treet (tate ighway 55) running northeast and southwest and Bruneau ighway running southeast and northwest. Point is located approximately 12.0 miles west of Nampa City all, 29 feet southeast of the southeast face of curb on Main treet and 46 feet southwest of the centerline of Bruneau ighway. n orange fiberglass witness post is 0.5 feet southwest of the point. his is an existing station in the NG database with a P = 0453. ee NG data sheet in appendix of this report for further detail. his point was used as a check tie only and was not held fixed during the 2006 vertical adjustment. 25MY2006 PRNL LN URVYR RG R LBY G RGG XPRN: MY 31, 2008 C-19