TECHNICAL REPORT - ose.state.nm.usKoogle &Pouls Engineering is pleased to submit this report...

TECHNICAL REPORT

SURVEY AND MONUMENTATION PROJECT

Bruce King, Governor

S. E. 'Reynolds, State Engineer

Prepared by Koogle &Pouls Engineering, Inc.Albuq~erque, New Mexico, under contract to theNew Mexico State Engineer Office.

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State Engineer Office, Santa Fe, New Mexico 87503

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KOOGLE & POULS ENGINEERING, INC.8338A Comanche, N.E. Albuquerque, New Mexico 87110 Telephone (505) 294-5051

June 28, 1974

Mr. S. E. ReynoldsState EngineerState Engineer UfficeBataan Memorial BuildingState Capitol .Santa Fe, New Mexico 87503

Dear Mr. Reynolds:

Koogle &Pouls Engineering is pleased to submit this report discussingthe geodetic surveys accomplished in the land grant areas of New Mexico.The field surveys began in June, 1973 and the processing of survey data,computation of traverse networks and adjustment of data in our offices,was completed in June, lY74.

The accomplishments of this project include: The establishment of 208permanent and referenced survey monuments in twelve project areas;precise measurement of directions and distances at and between thesemonuments and an additional seventy first order stations of the NationalGeodetic Survey; the processing of survey data using the refinementsnecessary to achieve correct geodetic length and azimuth; and theadjustment of the traverse networks to achieve the optimum relationshipbetween the various individual stations and the natlonal network oftriangulation.

We are most pleased with the relations we experienced with the peoplein the project areas, and their cooperation is gratefully acknowledged.We also want to express our appreciation to the State Engineer Officefor selecting this firm to perform this important project.

Very truly yours,

INC.

HGK/gs

enclosure

Herbert G. KoagleBasil G. Pauls

Richard L Koagle, 0_"' __.. ••__..,_~_

TABLE OF CONTENTS

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93349597585

111125139149191219

INTRODUCTION

THE PROJECT DESIGN CONCEPT

RECONNAISSANCE

'TIES TO THE NATIONAL NETWORK

MONUMENTATION

OBSERVATION OF DIRECTIONS

DISTANCE MEASUREMENT

DATA PROCESSING

SELECTED REFERENCES

STATION RECORD AND TABLES OF DATA

ABIQUIU &VICINITYANTON CHICO LAND GRANTCEBOLLETA LAND GRANTCOSTILLA &VICINITYJEMEZ SPRINGS &VICINITYLAS VEGAS &VICINITYMANZANO &VICINITYMORA LAND GRANTSOCORRO &VICINITYTAOS & VICINITYTIERRA AMARILLA LAND GRANTTRUCHAS &VICINITY

ILLUSTRATIONS

Figure 1 - PROJECT LOCATION MAP 3Figure 2 - MONUMENT CONSTRUCTION DETAIL 5

INTRODUCTION

In August 1969, the New Mexico State Planning Office undertook a pilotproject to establish control survey monuments in the western part of theMora Grant as a part of its land-title study. The professional servicescontract for this work resulted in 40 monuments being located, constructed,surveyed and described and the technical information was distributed toregistered land surveyors in New Mexico. In the relatively short timethat this control has been available, it has been utilized on many surveysin the Grant.

The State Legislature by Chapter 325, Laws of 1971 appropriated funds tothe State Engineer for survey and monumentation work within land grantareas of New Mexico to be expended before June 30, 1973. The period wasextended to June 30, 1974 by Chapter 44, Laws of 1972.

In June 1973, the State Engineer entered into a contract with Koogle andPouls Engineering, Inc., of Albuquerque, New Mexico to establish 203second-order survey monuments within land grant areas. An evaluationof the status of property surveys and the need for geodetic controlin the grants indicated that control was most needed in each of thetwelve project areas outlined in Figure 1. The report that followsdescribes briefly the concepts, methods and results of this work.

THE PROJECT DESIGN CONCEPT

During the early phases of this contract, a very serious considerationwas given to the design concepts and methods which were available. Allsurveyors are familiar with surveying by triangulation and traverse. Thesetwo basic techniques were developed many years ago and enabled the geodesistas well as the land surveyor to cope with the various conditions of terrainand vegetation and of computational complexity and produce precise resultsconsistent with the instrumentation available.

The development of the modern theodolite and electronic distance measuringinstruments enabled the surveyor to improve on the efficiency and precisionof his work. A third basic technique available to the surveyor withdevelopment of electronic distance measuring instruments is Trilateration.

Still another major advancement that must be considered is the availabilityof versatile, reliable, and relatively inexpensive electronic computersalong with the sophisticated simultaneous adjustment techniques developedin government geodetic agencies and universities. At this time modest sizeprivate organizations can afford to use computational techniques which werepreviously confined to organizations specializing in theoretical geodesyand which were equipped with millions of dollars worth of computing hardware.In the simultaneous solution all directions and all distances contribute to

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the adjustment according to weights assigned prior to computation.

With this background, the conclusion was reached that the present stateof the art in geodetic surveying provided for the combination of thethree traditional techniques into a single, all encompassing terrestrialpositioning technique in which all directions and all line lengths aremeasured. The principal advantages of this system is that redundancy ofmeasurements is provided under a wide variety of terrain and line-of-sightconditions. Survey stations can therefore be placed more convenientlyfor the purpose intended without sacrificing the structural integrityof the network. In areas where conditions indicate the use of traversetechniques, the traverses are braced by the observation of three or morelines at each traverse station. Where triangulation would have traditionallybeen used the work is simplified and at the same time made more rigid bysubstituting distance measurements throughout for the redundancy providedby overlapping triangles. A further advantage of this combined technique isthat checks are provided on almost every length and direction and evensmall blunders in measurements or calculations can be isolated and corrected.

RECONNAISSANCE

A reconnaissance was made of each of the twelve project areas to determinewhere the monuments were needed. The general requirement for monumentswas based on their being several small parcels of land which were underseparate ownership and for which no precise definition of property linesexisted. Whenever this condition existed, the reconnaissance party locateda monument at a visually commanding site close enough to the tracts toenable future property surveys to be accomplished using low cost--shortrange electronic distance measurement instruments.

While the principal criterion for location of monuments was the visualcommand of the majority of tracts in the vicinity, there were otherconsiderations as well. In order of importance, they were: 1. Readyaccessibility; 2. Intervisibility between the nearest monuments in thenetwork (preferably three or more); and 3. The ability to make soundnetwork ties between the new stations and high-order stations of thenational network of triangulation.

Obviously, there were occassions during the reconnaissance and locationof monuments when it was necessary to make a minor sacrifice in localvisual command in order to satisfy the other requirements. It is believedthat reasonable judgement was used in the placement of stations consideringall of the criteria. There are a few cases where monuments were placed forthe principal purpose of making a tie into the national network. Thesestations will probably not be used to initiate property surveys, however,they will serve as azimuth marks and relatively convenient points fromwhich to reestablish lost or destroyed monuments.

After the reconnaissance, twelve control diagrams were prepared showingthe location and names of the stations and the directions and distances to

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be observed. These diagrams were reviewed and approved by the StateEngineer's personnel prior to monument construction and surveying operations.Copies of the control diagrams are available separately or as a set at theState Engineer Office. Figure 1 shows the areas covered by these diagrams ~and the names applied to each project area.

TIES TO THE NATIONAL NETWORK

Geographic positions for all of the projects areas were derived fromtriangulation stations established by the National Geodetic Survey (NGS).In the reconnaissance of each area it was attemped to develop lines-of-sightto national network stations on all sides of the individual project: Thuseach group of new stations would be surrounded by stations of known position.Lines between these NGS stations were measured to provide correlationbetween the new work and the existing control and all measurements weretransmitted to the NGS offices in Washington, D.C. for their evaluation.

The National Geodetic Survey as a result of their study performed limitedreadjustments of the national network stations in the Taos, Truchas andTierra Amarilla project areas. The published positions in all other projectareas were considered adequately precise for the development of compu-tations and adjustments on this project.

The cooperation of the National Geodetic Survey in an effort to providethe best practicable geographic positions is gratefully acknowledged.

MONUMENTATION

Each survey station is marked by a standardized brass cap station markand one reference mark. Most of the survey monuments consist of a precastconcrete block in which a standard brass disc has been set. This concreteblock is in turn set in wet concrete which almost fill a three foot deephole. The top of the monument is allowed to project about three inchesabove the natural ground level. Where a solid rock ledge or boulder isavailable at the proposed station, the standard disc is set in a drillhole in the rock and cemented in with "roc kite" grout. The referencemark to a concrete monumented station consists of a brass cap mortaredin a 30 inch length of four inch cast iron pipe set slightly below naturalground level, and the reference mark to a station set in rock consists ofbrass caps set in another large rock nearby. Figure 2 illustrates thetypical monumentation procedure.

OBSERVATION OF DIRECTIONS

Directions were observed using the conventional procedures as recommendedby geodetic surveying agencies and instrument manufacturers for the classof work on this project. The selected references in this report includepublications which detail this procedure. The KERN DKM-2AE theodolitewas used exclusively for observations of directions.

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TYPICAL BRASS DISC

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Observations were made on each line on carefully centered targets in thedirect and reverse positions of the telescope in each of eight evenlyspaced positions of the theodolite circle and micrometer. Care was takento insure that the leveling and stability of the instrument was maintainedand that the instrument was protected from direct sunlight. Observing wasgenerally done during the early morning and late afternoon hours when themore ideal atmospheric conditions provided good visibility of the target.At some stations because of excessive distance or difficult sightingconditions it was necessary to observe on the laser signal provided bydistance measuring instruments or at night on lamps.

Daylight observing was preferred not only for the sake of convenience,but because past experience in this mountainous terrain indicates thatbetter results can be achieved during the day. At night the atmospheretends to stabilize into layers of different temperature, and these strataof air then flow according to the topographic conditions in the area. Ifa line-of-sight passes near or through the interface between temperaturezones it can be deflected horizontally as well as vertically. During theearly daylight hours this stratification breaks up, and even though thereis a deterioration of clarity and the observed target is less steady, thesystematic point error due to horizontal refraction is reduced.

MEASUREMENT OF DISTANCES

All distances were measured with laser geodimeter equipment manufacturedby AGA Corporation in Sweden. The specific instruments used were theGeodimeter Model 6BL and Geodimeter Model 8. Both perform to about thesame instrumental precision of one part per million of the distance plusor minus five millimeters. It cannot be assumed, however, that all of thedistances measured are precise to this specification since atmosphericpressure and temperature corrections must be applied. In practice, thetemperature and pressure are measured at each end of the line and may notbe representative of the atmospheric conditions throughout and errors whichprobably do not exceed four parts per million of the distance may beexpected.

Each line was measured twice in an effort to reduce the instrumental andoperator errors and to also provide a check against a blunder of severalmeters in a single measurement. The two measurements were carried outover slightly different lengths, usually 0.2 meter long and short by theuse of a pivoting offset bar at the reflector setup. The resultingdistances were compared and any which did not agree within two centimetersplus two parts per million of the distance were to be rejected and the lineremeasured, however, of about 500 distances measured, none failed to meetthis specification.

DATA PROCESSING

The data processing started with the entering of the theodolite and geodi-meter readings into an in-house time-shared computer system. In this way

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the field note reductions were checked and any chance of carryingarithmetic mistakes forward into the positional calculations was greatlyreduced. At the same time computer disc files were created for eachproject area and the programs subsequently used these data files for allcalculations eliminating the need for entering and reentering the samedata for different phases of the data processing. The computer used onthis project was the PDP 11/10 along with appropriate peripheral devicesof other manufactures and the entire system is called TELEDATA 102A afterthe company responsible for its assembly and maintenance. While relativelysmall, the computer has extremely powerful capabilities in its real timeoperating system.

The set of programs written specifically for geodetic projects are calledGLAD, and are described in recent publications of the American Congresson Surveying and Mapping (Welch, 1973; Welch and Koogle, 1974). The nameGLAD is derived from: 1. GALS, Geodetic Network Adjustment by Least Squaresdeveloped by the Canadian Geodetic Survey; 2. AGILE, a complete set ofplane coordinate calculation routines; 3. LESAA, a single route stateplane coordinate traverse adjustment by least squares equations; and, 4. aset of routines which enables these three programs to operate out of commondata files or to maintain a Dialog with each other. In addition to theabove programs there is also-incorporated the capability to calculate andadjust the elevations of all stations in a project network using verticalangle and slope distance measurements independently and automaticallyperforming a least squares elevation adjustment.

Notable refinements incorporated in the GLAD system which contribute to theoverall precision of the survey include the precise reduction of line togeodetic distance using mid point latitude and azimuth as arguments and theadjustment of electronic surveying networks directly on the geoidal surfacewithout referring to any conformal projection.

Following in this report are the survey data on individual stations accompaniedby computer tabulations showing the results achieved in each of the twelveproject areas. The computer tabulation shows the unadjusted point to pointslope distance for use in checking electronic distance measuring instrumentsas well as assisting in the recovery of a lost station or reference markor the reestablishment of a destroyed station. The ratio of adjustment ofeach line is shown as an indication of the quality of the work. This ratiois developed from the comparison between the unadjusted geodetic lengthand the geodetic length calculated by geodetic inverse. The number ofseconds change in the directions is also shown to indicate the quality ofthe work and is developed by comparison of geodetic azimuth with the un-adjusted directions. The grid azimuth and distances between adjacentstations are shown on the station record form for the convenience in makingproperty surveys.

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Selected References

1. Gossett, F. R., 1959, Manual of Geodetic Triangulation;U. S. Department of Commerce, Coast and Geodetic Survey,Special Publication No. 247, Revised Edition.

2. Kissam, Philip, 1956, Surveying for Civil Engineers,Chapter 12: McGraw-Hill Book Company, Inc.

3. Koog1e &Pou1s Engineering, Inc., 1970, Land Title Study,Survey and Monumentation Project, Technical Report: TheNew Mexico State Planning Office, Santa Fe, New Mexico.

4. Mitchell, H. C., 1948, Definitions of Terms Used inGeodetic and Other Surveys: U. S. Department of Commerce,Coast and Geodetic Survey, Special Publication No. 242.

5. Welch, Harold J., 1973, You'll be glad you tried "GLAD"Proceedings of the American Congress on Surveying andMapping, Fall Convention, 1973.

6. Welch, Harold J. and Koog1e, Richard L., 1974, Second OrderHorizontal Control for New Mexico Land Grants: Proceedingsof the American Congress on Surveying and Mapping 34th AnnualMeeting 1974.

7. White, Koch, Kelly and McCarthy, 1971, Land Title Study:The New Mexico State Planning Office, Santa Fe, New Mexico.

8. U. S. Department of Commerce, Coast and Geodetic Survey,1954, Plane Coordinate Projection Tables, New Mexico(Transverse Mercator): Special Publication No. 324.

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ABIQUIU &VICINITY PROJECT AREA Page 1 of 3FROM TO OBS. SLOPE nDJUS:T~1CNT GRID GRID GRID COORD D-ALPHA l.AT! TUDE

DISTANCE 1:~1eOe SECS AZIMUTH DISTANCE ~ l Y ELEVATION LONG ITUDEFiB rm.~ r:.: './ALLI Te: 62.279, 79 234 e. 0 126 5, 48. 1 62,242 27 SOO,SOS.6( 0 ~ 7 l6 15 47.7043RUSTLER 411 212. 7] 1.67 1 1 146 27 12. S 41, 127 fl8 1 1 915, Os-?. 61 S853:. S 196 14 53. 8258TRAP 27, ]:61.. 4:: 138 ~ 1. 6 29 46 8. 5 27,3:27.16

PLACITAS sL 724. ee 80 -0. 9 40 H n. l 3:11 681.. 33:

CflNONES fIB I DUIU 53,533.. 42 452 O. 0 75 54 55. (; Sl, 504. 19 448,609. 94 . -6 10. ( l6 12 lB. 4767LllMBr-'E 8.455. 91 187 O. B (4 9 5C. 4 8, ~73:. 54 L 90:2, 91s. 18 7

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ADJUSTMEHT GRIDl'N1808 SECS AZI~UTH

B,077, 77 519,~S2.15~,lOS. 28 1,S77,ll~. 54

6.783. 54 518,037. 98S,B?? 77 t.BC5,182.69

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FROM TO OBS. SLOPE RDJUSTMENT GRID GR I D GRID COORD D-ALPHA LRTITUDEDISTRNCE 1:X18B8 SECS RZIMUTH DISTRNCE X I Y ELEVRTIDN LONGITUDE

PLRCITRS ABIQUIU 31.724.88 88 8.8 228 H 37. l 31.681.8l 524,316. H 2 56. 8 36 19 14. 2824TRAP 18,631. 92 119 -8.7 285 24 24.6 18.624.42 1, 9l5. H1. 92 6714. 2 i86 i8 2. 8426HADRE 6,339. 79 67 2.2 H6 52 H.2 6, 2J6. 11OYMALE i9. 535.62 8i8 8.2 321 8 12. i i9, 522.26AGUliA ti, i79. i2 517 3.. :$ 13. 43 56.7 6,176. ii

LUMBRE CANONES 8.455. 9i 18i 8.8 254 9 58.4 Bill:!.". 54 456,665.76 -5 i2. 7 36 14 1. 28UABEYTR fl 529. £IS- 671 8.2 i84 42 24.9 7,524.24 1. 984, 29i. ei 6246. 7 let; 21 4B. 9778

CANONES ABiQUiU-2 5, :ns. tie 55 8.8 H5 42 4. i 5.249.59 He. 689. 94 -t> i0. 7 3.6 i3 lB. 4767RBEYTR i5, 481. 27 H88 e. 5 88 36 3. 5 i5, :$3.8. i2 L S62, 611.18 7398.3 186 25 27.2641

TRRP OYMALE 13.,86&. 3.2 541 e. 8 354H57.6 t:L 851. 3.4 514. tn],. 71 i 41.:; 36 i9 42.2655HRORE 6. i84. 5i 65 i.5 73 2 45.5 6, U:S. 2B L 9lS, 754. 52 6968. 5 teb i2 7. 9.952

OYHRLE EL-RITO ie, ie2. 9i 298 e. e 123- Ii 37.1 ie. 896. 8i 512,879. i8 t :s s.

STATE OF NEW MEXICOHORIZONTAL CONTROL STATION RECORD

NEW MEXICO STATE PLANE COORDINATES ZoneX 463,943.49 Delta Alpha Centraly 1,902,387.66 -04' 20~1

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STATION: ABEYTACounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

GEOGRAPHIC POSITIONLatitude 360 13' 42~4122Longitude 106 0 22' 20~1099Elevation (Feet) 6078.1 VABM

Year: 1973 STATION DESCRIPTION

Station is located approximately 3.5 airlinemiles northwest of Abiquiu, New Mexico.

To reach the station from the Post Office inAbiquiu take U.S. Highway 84 west for 3.4 miles.(There is about a 12 ft. highway cut.) Stationis located to the right (north), approximately 120feet north of centerl i ne of highway and 4 feetsouth of right-of-way fence. It is on the highestpoint of small ridge.

Station is a standard 3 inch brass disk set in6 inch square concrete monument projecting 0.2 feetabove ground stamped, "ABEYTA S.LO. 1973". Referencemark is a standard 3 inch brass disk set in cast ironpipe stamped, "ABEYTA S.E.O. 1973".

TO STATION GRID AZIMUTH GRID DISTANCE(From North) (Feet)

CANONES 268 0 36' 03~5 15,338.12LUMBRE 284 0 42' 24~9 7,524.24CURUCO 121 0 04' 19'.15 . 16,532.59BARRANCA 144 0 32' 10~'4 9,253.30RM 293 0 06' 33" 50.52

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STATION: AGUITACounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 525,782.49 Delta AlphaY 1,941,931.49 03' 06~'7

GEOGRAPHIC POSITIONLatitude 36 0 20' 13~6039Longitude 106 0 09' 44~'8594Elevation (Feet) 6783.8 VABM

Year: 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 1.5 airline milessoutheast of El Rito, New Mexico.

To reach the station from the Post Office in El Ritatake State Route 96 north for 0.7 miles. Here StateRoute 96 makes a right (east) turn, continue east onState Route 96 for 1.4 miles to a cattle guard, continuepast the cattle guard for 400 feet. Here a graded dirtroad turns right (south). Take right turn on gradeddirt road for 0.1 miles. Station is located on theright (west) 75 feet west of centerline of graded road,3.5 feet east of fence and 135 feet north of fencecorner.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "AGUITA S.E.O. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "AGUITA S.E.O. 1973".

TO STATION

PLACITASTRAPMADREEL RITORM

GRID AZIMUTH(From North)193 0 43' 56~'7254 0 49' 09~'4256 0 39' 31 ~'6314 0 05' 05~'2358 0 39' 46"

GRID DISTANCE(Feet)

6,176.1112,132.115,957.946,189.48

57.38


STATION: ANGELCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 513,994.72 Delta AlphaY 1,944,232.62 01' 41':4

GEOGRAPHIC POSITIONLatitude 36 0 20' 36~4429Longitude 106 0 12' 08~9280Elevation (Feet) 6962.1 VABM

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TO STATION

DYMALEEL RITOTRAPRM

GRID AZIMUTH(From North)351 0 33' 45~4

74 0 43' 30~'6179 0 10' 25~11300 58' 57"

Year: 1973

ZoneCentra1

GRID DISTANCE(Feet)

7,602.767,610.665,478.67

53.69

STATION DESCRIPTION

Station is located approximately 0.7 airline mileswest of El Rito, New Mexico.

To reach the station from the Post Office in El Ritotake State Route 96 south for 0.1 miles. At this pointa graded dirt road turns right (southwest) and passessouth of a graveyard with a large cross in it (approxi-mately 15 feet high). Take a right turn and follow thedirt road for 0.6 miles. At this point there is acattle guard, and 100 feet beyond the cattle guard isa fence corner with a track road turning right andfollowing along the south side of a fence. Take a right(west) turn and follow the fence for 0.25 miles. Atthis point there is a fence corner. Take a right (north)turn and follow fence line north along the west side ofthe fence for 0.25 miles. At this point is anotherfence corner. Take a right turn (east) and followalong north side of fence line for 0.1 miles. At thispoint a dirt track road turns left (northeast). Takea left turn and follow track for 0.4 miles. At thispoint the track forks, take the right fork for 75 feetto a fence. Station is located 2.5 feet west of fenceand 36 feet south of intersection of section line fence.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "ANGEL S.E.O. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "ANGEL S.E.O. 1973".

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STATION: BARRANCACounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

NEW MEXICO STATE PLANE COORDINATESX 469,312.15 Delta AlphaY 1,894,851.01 -03' 41~2

GEOGRAPHIC POSITIONLatitude 36° 12' 27~9372Longitude 106° 21' 14~4809Elevation (Feet) 6093.2 VABM

Year; 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 2.0 airline mileswest of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiutake U. S. Highway 84 west 0.2 miles. At this pointthere is a graded dirt road turning left just beforethe highway crosses the Rio Ctlama bridge. Follow thisdirt road along the south side of the river for 1.3miles to a fork. Take the right fork, follow thisgraded road for 0.7 miles. At this point there is atrailer and a house on the right (north) side of theroad. Station is located on a ridge on the left (south)side of the road approximately 60 feet above and 100feet south of the road. This is the end of truck travel.To reach the station from the road there is a foot trailgoing up the east side of a ridge to a small saddle,here turn right (north) and go approximately 50 feetalong the top of the ridge to the station.

Station is a standard brass disk grouted in rockoutcropping stamped, "BARRANCA S.E.O. 1973". Referencemark is a standard 3 inch brass disk set in rockstamped, "BARRANCA S.E.O. 1973".

TO STATION

ABEYTABLANCACURUCORM

GRID AZIMUTH(From North)3240 32' 1O'~4

760 06' 59~296° 27' 50'~ 024° 16' 23"

GRID DISTANCE(Feet)

9,253.308,501.228,848.06

34.44


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 489,966.76 Delta Alphay 1,895,718.25 -01' 12~3

STATION: BENDCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

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0">, LatitudeLongitudeElevation

36 0 12' 36~6595

106 0 17' 02'~4385(Feet) 5975.7 VABM

Year: 1973

ZoneCentra1

STATION DESCRIPTIONStation is located approximately 1.5 airline miles

east of Abiquiu, New Mexico.To reach the station from the Post Office in Abiquiu

take U.S. Highway 84 east for 2.1 miles. At this pointa track road turns right (south) through wire gate andright-of-way fence for approximately 100 feet to atrack road following a telephone pole line runningeast and west. Continue south across this track roadfor approximately 300 feet to a 69 kv power line. Atthis point take a right (west) turn along faint tracksfollowing 69 kv line for 260 feet. Station is locatedon the centerline of the 69 kv line and 65 feet west ofthe first pole you pass.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting 0.2 feet aboveground stamped, "BEND S.E.O. 1973". Reference mark isa standard 3 inch brass disk set in cast iron pipestamped, "BEND S.E.O. 1973".

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TO STATION

BLANCASIMPSONRM

GRID AZIMUTH(From North)275 0 24' 05~224 0 28' 12'!9

258 0 47' 33"

GRID DISTANCE(Feet)

12,457.074,919.94

59.72

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GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 477,565.00 Delta Alphay 1,896,890.87 -02' 4l'!8

STATION: BLANCOCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

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",LatitudeLongitudeElevation

36° 12' 48':1871106° 19' 33':7917

(Feet) 6322.2 VABM

Year: 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 0.6 airline milesnorthwest of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiu,take U.S. Highway 84 west for 0.8 miles. At this point agraded dirt road turns right (north), follow this roadnorth for 0.15 miles. At this point the road turns right(east). Continue east on this road for 0.4 miles. Thestation is located on the left (north) of the road andapproximately 200 feet above elevation of road on thethird rock ledge up. It is approximately 50 feet belowthe top of the south end of the ridge. At this point thestation is no longer accessible by truck. Walk down theroad east for 0.3 miles. At this point walk north forapproximately 300 feet, then west on top of a rock ledgealong a foot trail to the station. (ten minute wa I k).

Station is a standard 3 inch brass disk grouted inrock stamped, "BLANCU S.E.O. 1973". Reference mark is astandard 3 inch brass disk set in rock stamped, "BLANCOS.LO. 1973".

TO STATION

SIMPSONBENDCURUCOBARRANCARM

GRI D AZIMUTH(From North)77° 06' 23%95° 24' 05'! 2

169° 56' 00~2256° 06' 59~'215° 42' 24"

GRID DISTANCE(Feet)

14,813.18-12,457.073,083.428,501.22

31.82

-------------~----------------


STATION: CURUCOCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering


GEOGRAPHIC POSITIONLatitude 360 12' 18~1658Longitude 1060 19' 27~1860Elevation (Feet) 6314.5 VABM

,~

D:>I

TO STATION

BARRANCAABEYTABLANCASIMPSONRM

GRID AZIMUTH(From North)276 0 27' 50~0301 0 04' 19'.'53490 56' 00~'2

65 0 28' 41':2178 0 35' 51"

Year: 1973

ZoneCentral

GRID DISTANCE(Feet)

8,848.0616,532.593,083.42

15,278.8495.18

STATION DESCRIPTION

Station is located approximately 0.4 airline milessouthwest of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiuthere is a paved road going east into the town of AbiquiuFollow this paved road for 0.1 miles. Here the pavementends at a cattle guard. Follow graded dirt road for0.1 miles. At this point the-road turns right throughthe town square of Abiquiu for approximately half ablock then turns left (south). Follow this main traveleddirt road 0.5 miles to a small creek running across theroad, then continue on main road south for 0.1 miles toa graded dirt road turning to the right, take this rightturn for approximately 300 feet to a T intersection.Take left turn for approximately 300 feet to a gradeddirt crossroad, then continue across this crossroadinto a driveway and continue up this driveway for 100feet, there is a house on left. At this point a trackroad turns right (northwest). Follow this road for0.1 miles to the top of a saddle, here the track forks.Take the right (north) turn, this track winds upthrough some pinon and on up a ridge for 0.2 miles.This is the end of truck travel. From here walkapproximately 200 feet along top of ridge to the northwhere station is located in the center of ridge andapproximately 100 feet north of the highest point ofridge.

Station is a standard brass disk grouted in boulderprojecting approximately 0.5 feet above ground stamped,"CURlJCU S.E.O. 1973". Reference mark is a standard3 inch brass disk set in rock stamped, "CURUCO S.E.O.1973" .

- -------- .._-,,_.~"._._--~-~---~~--


STATION: DYMALECounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 512,879.18 Delta AlphaY 1,951,753.09 01' 33~4

TO STATION

STATION DESCRIPTION

Station is located approximately 1.6 airline milesnorthwest of El Rito, New Mexico.

To reach the station from the Post Office in El Ritotake State Route 96 north for 0.7 miles. Here StateRoute 96 makes a right turn and a graded dirt roadturns to the left. Take a left turn on dirt road persign "Valley Grand Peak 8 miles", "Vallecitos 16 miles",(which is Forest Road 4~ for 0.8 miles. At this pointa graded dirt road turns to the left (south). Takethis left turn for 0.1 miles. At this point a bridgeis washed out (4 wheel drive vehicle can cross to theleft of bridge). Continue south and west on this roadfor 0.6 miles. At this point are two houses and adirt track road passes to the north of these houses.Follow this track road for 0.2 miles, just before itcrosses an arroyo faint tracks turn right. Take thisright (north) turn and the track winds through somepinon for 0.1 miles to the base of a ridge. Trackscontinue up the ridge for 0.05 miles to the station.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "DYMALE S.E.O. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "DYMALE S.E.O. 1973".

Year: 1973

ZoneCentral

GRID DISTANCE(Feet)

10,096.8719,522.2613,261.1082,994.117,602.76

13,053.3443.84

GRID AZIMUTH(From North)1230 06' 37 ~'3144 0 08' l2~1147 0 35' 50~7153 0 12' 48'.'317]0 33' 45~'41740 44' 57~6322 0 38' 48"

360 21' 50~'82351060 12' 22~5228

(Feet) 7152.8 VA8M

EL RITOPLACITASMADREVALLI TOANGELTRAPRM

LatitudeLongitudeElevation

,~


,No,

STATION: EL RITOCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering



Year: 1973

ZoneCentral

STATION DESCRIPTIONStation is located approximately 0.5 airline miles

northeast of E1 Rito, New Mexico.To reach the station from the Post Office in E1 Rito,

take State Route 96 north for 0.7 miles. Here StateRoute 96 makes a right (east) turn, continue east onState Route 96 for 0.3 miles. Here there is a dirttrack turn off to the left and following the highwayeast. Take this turn off for 0.05 miles. At thispoint there is a small wash coming in from the left(north), faint tracks turn up this wash and wind upthrough some pinon and up on a ridge to the left of thewash. Station is located on the southeast crest of thesecond hump which is on a ridge 0.15 miles alongthe tracks overlooking a house to the southwest.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "EL RITO S. E. O. 1973" .Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "EL RITO S.E.O. 1973".

TO STATION

AQUITAMADRETRAPANGELDYMALERM

GRID AZIMUTH(From North)1340 05' 05'!2193 0 22' 44~'1224 0 08' 38~2254 0 43' 30%303 0 06' 37~'3346 0 17' 27"

GRID DISTANCE(Feet)

6,189.485,839.42

10,428.187,610.66

10,096.8757.66

STATION: HANDLEY



,N~,

County: Rio Arriba

Second-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering


GEOGRAPHIC POSITIONLatitude 36 0 12' 32~7852Longitude 1060 15' 09~6745Elevation (Feet) 6066.8 VABM

ZoneCentral

Station is located approximately 3.7 airline mileseast of Abiquiu, New Mexico.

To reach the station from the Post Office inAbiquiu, take U.S. 84 east for 3.9 miles to junctionof State Route 96. Continue east on U.S. 84 for 0.2miles. Station is located on the right (south) approxi-mately 200 feet above elevation of highway and approxi-mately 300 feet south of centerline of highway. It is55 feet north of 69 kv power pole marked, "REA COOP172" and 20 feet south of the crest.

Station is a standard 3 inch brass disk groutedin boulder 2'x4' projecting approximately 0.1 ft. aboveground stamped, "HANDLEY S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"HANDLEY S.LO. 1973".

TO STATION

SIMPSONSTACEYHORNORM

GRID AZIMUTH(From North)3040 04' 22~'5

35 0 36' 38'~81330 41' 05~'7283 0 31' 58"

GRID DISTANCE(Feet)

8,695.276,523.429,628.28

71.22


,",,'

"",

STATION: HORNOCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 506,169.89 Delta AlphaY 1,888,674.58 DO' 44~4


Year: 1973

ZoneCentra1

STATION DESCRIPTION

Station is located approximately 5,1 airlinemiles southeast of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiu,take U.S. Highway 84 east for 3.9 miles to junction ofState Route 96, continue on U.S. Highway 84 for 2.0miles. Station is located on right (south) of road on thenorth end of a ridge approximately 150 feet above theelevation of the highway and 200 feet south of centerlineof the highway. Station is located 20 feet south of crestof ridge and 30 feet west of large rock monument.

Station is a standard 3 inch brass disk grouted inboulder 3'X4' projecting approximately 1 foot aboveground stamped, "HORNO S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"HORNO S.E.O. 1973".

TO STATION

VALLITOMETCALFRUSTLERHANDLEYSTACEYRM

GRID AZIMUTH(From North)1040 DO' 49~51060 45' 00:'0114 0 54' 35:'5313 0 41' 05~73450 10' 24~'O

150 17' 06"

GRID DISTANCE(Feet)

45,465.2712,393.9510,819.949,628.28

12,365.3892.68

------------c--------- ---

STATION: LUMBRE

STATE OF NEW MEXICOHOR IZONTAL CONTROL STAT ION RECORD


INW,

County: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COOROINATESX 456,665.76 Delta AlphaY 1,904,297.87 -05' 12~7

GEOGRAPHIC POSITIONLatitude 360 14' 01~2041Longitude 1060 23' 48~9778Elevation (Feet) 6246.7 VABM

ZoneCentra1

Station is located approximately 4.8 airline milesnorthwest of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiu,take U.S. Highway 84 west for 5.1 miles to where thehighway comes out of a canyon. At this point there isa track road turning left (south). Take track road forapproximately 200 feet to a wire gate. Pass throughwire gate and go for 0.1 miles on main track. Atthis point there are faint tracks turning left (east),follow these tracks for approximately 200 feet.Station is located on the northeast end of thisridge overlooking a valley to the east.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "LUMBRE S.E.O. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "LUMBRE S.E.O. 1973".

TO STATION

CANONESABEYTARM

GRID AZIMUTH(From North)2540 09' 58~41040 42' 24\'9254 0 20' 07"

GRID DISTANCE(Feet)

8,373.547,524.24

56.65


IN..,,1,

STATION: MADRECounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

NEW MEXICO STATE PLANE COORDINATESX 519.985.34 Delta AlphaY 1.940.556.69 02' 24~'7

GEOGRAPHIC POSITIONLatitude 360 20' 00~0536Longitude 106 0 10' 55~7300.Elevation (Feet) 6821.8 VABM

Year: 1973

ZoneCentra1

STATION DESCRIPTION

Station is located approximately 0.4 airline milessoutheast of El Rito. New Mexico.

To reach the station from the Post Office in E1 Rito.take State Route 96 south for 0.6 miles. At this pointthere is a graded dirt road turning left (southeast).Take a left turn and go southeast for 0.3 miles. Atthis point there is a school on the right and a gradeddirt driveway turning left (northeast). Take a leftturn and continue down this driveway for 0.2 miles.At this point is a house on the left. Station islocated straight ahead past end of driveway approximately60 feet and is 2.5 feet west of fence and 15 feet northof southwest fence corner.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "MADRE S.E.O. 1973".Reference mark is a standard 3 inch brass disk setin cast iron pipe stamped. "MADRE S.E.O. 1973".

TO STATION

PLACITASTRAPDYMALEEL RITOAQUITARM

GRID AZIMUTH(From North)136 0 52' 43~2253 0 02' 45'~5327 0 35' 50~'7

13 0 22' 44~176 0 39' 31'~6

1630 07' 06"

GRID DISTANCE(Feet)

6,336.116.180.20

13.261.105.839.425.957.94

46.52

STATE OF NEW MEXICOHORIZONTAL CONTROl STATION RECORD


GEOGRAPHIC POSITIONLatitude 36 0 10' 51~6330Longitude 106 0 11' 19~'9591Elevation (Feet) 5912.5 VABM

STATION: METCALFCounty: Rio Arriba

Second-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

,Non,

TO STATION

RUSTLERPINAVETESHORNORM

GRID AZIMUTH(From North)

129 0 56' 23'~7170 0 38' 13'~2286 0 45' OO~'O103 0 00' 06"

Year: 1973

ZoneCentra1

GRID DISTANCE(Feet)

6,783.548,077.77

12,393.9551 .11

STATION DESCRIPTION

Station is located approximately 7.5 airline milessoutheast of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiutake U.S. Highway 84 east for 3.9 miles to junction ofState Route 96. Continue east on U.S. Highway 84 for5.2 miles to junction of State Route 233. At thispoint take a left (north) turn on State Route 233for 0.5 miles to a bridge which crosses Rio Chama.Continue on State Route 233 for 0.35 miles. At thispoint the pavement ends and you come to a graded Tintersection. Take the left (west) road for 1.0miles. At this point a graded road turns right (north).Take this road to the right for 0.15 miles to the topof a mesa. At this point turn right (east) on trackroad for 0.1 miles. The track road swings gently tothe south end of the mesa. Station is located on thesouth crest of the mesa.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "METCALF S.E.O. 1973".Reference mark is a standard 3 inch brass disk setin cast iron pipe stamped, "METCALF S.E.O. 1973".


County: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 519,352.15 Delta Alphay 1, 877 ,132.54 02' 19~'3

GEOGRAPHIC POSITIONLatitude 36 0 09' 32~7995Longitude 106 0 11' 03~9936

Elevation (Feet) 5921.2 VABM

TO STATION

STATION DESCRIPTION


To reach the station from the Post Office in Abiquiu,take U.S. Highway 84 east for 3.9 miles to junction ofState Route 96. Continue on U.S. Highway 84 for 5.2miles to junction of State Route 233. At this pointa track road turns right (south), take this right turnthrough right-of-way fence for 150 feet. At this pointis a T intersection of a dirt track road following atelephone line going east and west, take a left (east)turn and follow this dirt track along the telephoneline for 0.4 miles. Station is located on the right(south), approximately 100 feet and 40 feet above roadelevation on a shoulder of a ridge running down totelephone line. To reach in truck from this point, goeast for approximately 0.05 miles. At this point fainttracks turn right (south) and swing back to the west andup on should of ridge to the station.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "PINAVETES S.E.O. 1973".Reference mark is a standard 3 inch brass disk et incast iron pipe stamped, "PINAVETES S.E.O. 1973".

Year: 1973

ZoneCentral

GRID DISTANCE(Feet)

8,077.775,308.28

43.71

GRID AZIMUTH(From North)350 0 38' l3~'2

47 0 04' 25~'9334 0 09' 39"

PINAVETES

METCALFRUSTLERRM

STATION:

,NQ),

------------- ~~-----" ."


,I

'".....I

STATION: PLACITASCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

NEW MEXICO STATE PLANE COORDINATESX 524,316.36 Delta AlphaY 1,935,931.92 02' 56~'O

GEOGRAPHIC POSITIONLatitude 360 19' 14~2824Longitude 106 0 10' 02~8426Elevation (Feet) -6714.2 VABM

Year: 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 2.0 airline milessoutheast of E1 Rito, New Mexico.

To reach the station from the Post Office in E1 Rito,take State Route 96 south for 0.6 miles. At this pointa graded dirt road turns left (southeast). Take thisdirt road for 1.5 miles. At this point there is agraded dirt T intersection. Take the left turn (east)for 0.1 miles. At this point a track road turns right(south). Take this right turn for 400 feet througha gate, a graveyard is on the left. Faint tracks turnright (west) just past the gate. Take these tracks125 feet to top of a small hill. Station is located36 feet on left (south) of centerline of track road,and on south crest of hill overlooking a graveyard tothe east.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "PLACITAS S.E.O. 1973".Reference mark is a standard 3 inch brass disk setin cast iron pipe stamped, "PLACITAS S.E.O. 1973".

TO STATION

ABIQUIUTRAPMADREDYMALEAQUITARM

GRID AZIMUTH(From North)228 0 43' 37~'3285 0 24' 24~'6316 0 52' 43~2324 0 08' 12~113 0 43' 56~'7

307 0 59' 35"

GRID DISTANCE(Feet)

31,681.0310,624.426,336.11

19,522.266,176.11

49.10


TO STATION GRID AZIMUTH GRID DISTANCE(From North) (Feet)

VALLITO 96 0 30' 12~'5 27,218.12PINAVETES 227 0 04' 25'!9 5,308.28HORNO 294 0 54' 35:'5 18,819.94METCALF 309 0 56' 23'.'7 6,783.54ABIQUIU 326 0 27' 12~5 41, 137.88RM 276 0 28' 42" 43.87

GEOGRAPHIC POSITION


STATION: RUSTLERCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

STATION DESCRIPTION


To reach the station from the Post Office inAbiquiu take U.S. Highway 84 east for 3.9 miles tojunction of State Route 96. Continue east on U.S.Highway 84 for 5.2 miles to junction of State Route233. At this point take a left (north) turn onState Route 233 for 0.5 miles to a bridge whichcrosses Rio Chama. Continue across bridge for 0.35miles. At this point the pavement ends and there isa graded dirt toad with a T intersection. Take aright (east) turn for 0.35 miles. At this point adirt track road turns left (north) take left turnon this track road. (The track road turns east alongan arroyo, crosses the arroyo, turns west then up ontoa mesa). Just on top of the mesa are some faint dirttracks turning right (southeast) along the rim of themesa. Continue along these tracks for 0.1 miles.Station is located on the south crest of the mesaoverlooking a valley.

Station is a standard 3 inch brass disk set in6 inch square concrete monument projecting approximately0.1 feet above ground stamped, "RUSTLER S.E.O. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "RUSTLER S.E.O. 1973".

Year: 1973

ZoneCentra1

360 10' 08~5257106 0 10' 16~'5558

(Feet) 5891.0 VABM


1N00I

~....._~-----------


IN

'",

STATION: SIMPSONCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering



Year: 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 2.5 airline milesnortheast of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiltake U.S. Highway 84 west for 0.8 miles. At this pointthere is a graded dirt road turning right (south) takethis road south for 0.15 miles. At this point the roadmakes a right (east) turn. Continue on this road eastfor 3.7 miles. At this point there is an iron gate onthe left (north) side of the road. Take graded dirtroad left through this gate per sign, "Plaza BlancoLots". This road goes up the east side of a mesa for0.3 miles to the top of mesa. Here there is a gradeddirt T intersection. Take a left turn (south) for 0.2miles. Station is located on southeast point of mesaon the crest and overlooking a valley to the south.

Station is a standard 3 inch brass disk set in6 inch square concrete monument prodecting a~proximate1y0.1 feet above ground stamped, "SIMPSON S.LO. 1973".Reference mark is a standard 3 inch brass disk set incast iron pipe stamped, "SIMPSON S.E.O. 1973".

TO STATION

STACEYHANDLEYBENDCURUCOBLANCARM

GRID AZIMUTH(From North)87 0 45' 04'.'6

1240 04' 22~'5204 0 28' 12~9245 0 28' 41'!2257 0 06' 23~6111 0 21' 47"

GRID DISTANCE(Feet)

11 ,009.428,695.274,919.94

15,278.8414,813.18

46.35


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 503,005,64 Delta AlphaY 1,900,628.25 00' 21 ~'7

STATION: STACEYCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Ko091e &Pou1s Engineering

,wo,


36 0 13' 25~'23501060 14' 23~3150

(Feet) 6056.7 VABM

Year: 1973

ZoneCentra1

STATION DESCRIPTION

Station is located approximately 4.5 airline mi lesnortheast of Abiquiu, New Mexico.

To reach the station from the Post Office in Abiquiutake U.S. Highway 84 east for 3.9 miles to junction ofState Route 96. Turn left (north) on State Route 96for 1.2 miles. At this point there is a motel on theright (east). Just past the motel there is a gradedroad turning left (west) take this road for 0.05 milesto a faint track road. Turning right (north) followthese tracks for 0.15 miles. Station is located on thehighest point of the south end of the ridge approxi-mately 10 feet north of a T.V. booster antenna.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.1 feet above ground stamped, "STACEY S.E,O. 1973".Reference mark is a standard 3 inch brass disk set incast ir.on pipe stamped, "STACEY S.LO. 1973".

TO STATION

HORNOHANDLEYSIMPSONRM

GRID AZIMUTH(From North)165 0 10' 24~'0215 0 36' 38~'8267 0 45' 04%204 0 54' 12"

GRID DISTANCE(Feet)

12,365.386,523.42

11 ,009.4259.81


IW~,

STATION: TRAPCounty: Rio ArribaSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering


GEOGRAPHIC POSITIONLatitude 360 19' 42~2655Longitude 106 0 12' 07~9952


Year: 1973

ZoneCentral

STATION DESCRIPTION

Station is located approximately 1.5 airline milessouthwest of E1 Rito, New Mexico.

To reach the station from the Post Office in E1 Ritotake State Route 96 south for 0.1 miles At this point agraded dirt road turns right (southwest) and passessouth of a graveyard with a large cross in it (approxi-mately 15 feet high). Take dirt road right and followfor 1.1 miles to the top of a hill. Station islocated lOO feet left (east) of centerline of roadand 200 feet north of a water trap in some pinons onthe east crest of a hill.

Station is a standard 3 inch brass disk set in 6inch square concrete monument projecting approximately0.05 feet above g~ound stamped, "TRAP S.E.O. 1973".Reference mark is a standard 3 inch brass disk setin cast iron pipe stamped, "TRAP S.E.O. 1973".

TO STATION

DYMALEANGELEL RITOMADREAQUITAPLACITASABIQUIURM


3540 44' 57'!63590 10' 25 :'144 0 08' 38'.'273 0 02' 45~'574 0 49' 09'!4

105 0 24' 24:'6209 0 46' 08:'5209 0 20' 35"

GRID DISTANCE(Feet)

13,053.345,478.67

10,428.106,180.20

12,132.1110,624.4227,327.16

36.90

ANTON CHICO LAND GRANT PROJECT AREA Page 1 of 2FROM TO OB5. S~(lf'E

DISTANCEADJ~STMENT GRiD

l:>:lf1€H) SEes AZli·wTHGRiD

f;J ST"i~lC£GRiD COORD

i:'" I, IfD-ALPHfi

ELEVATiONLATliUDE

LONGITUDE

381 55 14. e342 1~ 55.7143 11 45. 3J55 J0 lB, 0122 46 29, 9

-25 15. S }5 6 54. 9512561J.2 105 ~ 55. C~41

01 LIA

AflTON

BLANCA

E:Li~NC:fl

ANTCIIOF'PER Dn.. I~CHAPELCOWDEN-ET

PRESTONCILIARAtlCHITOSCLIFFBUHtCfl

;=::n ONI1NTOti CH i COLA-LOI'IADILifl

59, 218. ~1:53,518.90-26. e66. 7728, 921. 9644,700,16

19,

ANTON CHICO LAND GRANT PROJECT AREA Page 2 of 2FROM TO OBS. SLOPE ADJUST~ENT GRID GRID GRID COORD D-ALPHA LATI TUDE

DISTANCE 1:X1BBB SECS AZIMUTH DISTANCE X l Ii ELEVATION LONGITUDE

CHAPEL PRESTON 11, 5'94. 96 65 A. C 11 37 52. e U.} 990. 90 ~7(:} 031 97 ~S 36. €I 15 11 33. 9888SmlELL C, 9~2. 3~: H ··A. A 6(: 54 58. 2 8 .. 8?9. 44 1, 526, 740. 99 5351 0 1A5 4 24. 9A1APE[)~:G 25, 381. 80 3:ee~ -1. 2 112 54 lB. b 25, 37~. U:(,;IL~fI 28J S2~.. 9f, 164 0. 4 175 3A 18.0 ZB, ~14. 21UPPER DILlA 6,545. 68 77 -1. 6 212 n 34.6 6,542. 62

UPPER DIUA LA-LOi1A 10, 1A7. 59 150 A. A 28B 54 54. 8 12, ~e4. 51 27:L565.21 -26 11. 9 35 11 B. 2A42CHAPEL 6,545. 68 77 -3. 6 53 £6 34. 6 6,542.62 L 522, 867. 17 523:1. 1 1e5 5 28 B(,ee['!L IA 26, 06S. 77 98 -4. (1 163 11 45. Z 26, A56. A7

LA-LOtHI UPPER DILlfI 10, 1A7. 59 15e A. A 18A 54 54. 8 ie, 104. 51 263 .. 643.51 -'~7 2~. 1 35 11 18. 3642BLANCA 33. 1e7. 84 114 4. 0 277 H ?7.4 ~n, 089. 89 L 524, 7se. 72 5289. e 105 7 27 7063eli FF 16,869. 57 513 1.9 318 37 4. 1 16,864.31ANTON CHICO 9,175.53 52 ;. 8 129 14 7. 7 9, 171. G~

ANTON CHICO LA-LOMA 9,175.53 52 8 ,. 149 14 7. 7 9Ji7~.B8 ~58, 951. 99 -27 55. e 35 12 35. 94A8.0RANCHITOS 9,219, 41 111 -0. 8 262 15 }:9.? 9,216.73 1,512,661. 91 5416, 4 185 8 24. 997~aLQNCA 28,321. t.6 128 5.t. 263 2 ~ 3 28,3A6 75

eLI FF LA· LOi·1A 1(',869 S? 5~ 0, e 138 ?7 4. 1 16 .. 864. 31 252,494.87 -28 40 7 35 1~ 22. 6164F:FiNCl-11 'OS 6. 588, SJ: 91 -A. 9 28£ 57 42. 1 6,586. 48 L 53·7, 4£4.29 51:75 7 Fl5 9 43 2888A~HON 16,83::. 44 ::27 -1 7 47 :: 2fl. 9 16.822. £9

I F:RNCIlIT05 OL;FF 6,588. 5:? 91 9.A 235742.1 € .. 586. 48 249,B!9,9Z -28 S::: J; ~5 12 22. 8651:w ANiON 23,035, 74 575 3.7 43 38 16.9 23,025,31 1.51:1. 415, 45 5419 1 les 10 14 91~.7.p.I f,NTorl CllICO 9,219.41 111 • 0.3: S2 13 39. £ 9,216.73:

vlf;TERTOI:lER P;PELINE 15.263. ti8 154 9 0 2525:n.7 15. 25? 12 521, 993. B2- . 20 10, 2 35 3: 43, 9218:::D~WE~~-'Ei 5,755. 16 184 j 2 215 17 23,1 5,753.84 1.478,429.39 5617.8 1£'4 55 41. 1847

P;PEU~IE CORTRDA 19.118. 29 261 A. 0 85 41 26. 5 18,109. 24 J28, 544. 75 -19 46. 6 35 5 e. 5~('6HiLL 121, 221. 47 1540 -6.1. 3:5 23 36. 9 121, 181 0S 1. 492,Z-98. 77 5465. 7 104 54 23: 5347

PEORO CHAPEL 25, 2~:1. 8(1 lOti:!. a. A 292 54 38, 6 25, £73. 38 302,233,71 -22 52. 3 3:5 1.(1 2. 91915 i ::NEF~05 31, SSA 12 951 o 7 1B8 49 52.6 31, 8s7. 9$ 1,516, 871. 2~ 5549. 1 134 S9 42, 5155

.._._...~.---- ----_.__._-_.. -

STATION: ANTON CHICO

STATE OF NEW t.£X ICOHOR IZONTAL CONTROL STATION RECORD


IW

'",

County: Guadalupe

Second-Order Electronic SurveyEstablished by: Ko091e &Pou1s En9ineering

NEW MEXICO STATE PLANE COORDINATESX 258.951.99 Delta Alphay 1.532.661.91 -27' 55~G


ZoneEast

Station is located approximately 0.8 airline milesnortheast of Anton Chico. New Mexico.

To reach the station from the Post Office in AntonChico, head south 100 feet to a paved road. Continueon the paved road south for 1.5 miles to an intersection.Continue south for 2.5 miles to another intersection.Turn left for 0.6 miles to a bridge that crosses thePecos River. Continue across the bridge for 0.2 milesto another bridge that crosses an irrigation ditch anda side road on the left. Turn left on a paved roadfor 0.9 miles to a dirt road on the left. Turn leftonto the dirt road for 0.5 miles to a track road onthe left. Turn left for 0.5 miles. Walk 50 feet southto the edge of the hill and the station.

Station is a standard 3 inch brass disk set inrock stamped. "ANTON CHICO S.LO. 1973". Reference

'mark is a standard 3 inch brass disk set in rock stamped."ANTON CHICO S. E.O. 1973".

TO STATION

LA LOMARANCHITOSBLANCARM

GRID AZIMUTH(From North)1490 14' 07~7262" 13' 39~'3263 0 02' 09~'3256 0 58' 02"

GRID DISTANCE(Feet)

9.171.899.216.73

28.306.7564.47

STATE OF NEW MEXICOHORIZONTAL CONTROl STATION RECORD

STATION: CHAPELCounty: GuadalupeSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

NEW MEXICO STATE PLANE COORDINATESX 278,831.97 Delta Alphay 1,526,740.99 25' 36'~0

GEOGRAPHIC POSITION

Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 3.7 airlinemiles east of Anton Chico, New Mexico.

To reach the station from the intersection ofU.S. 84 and State Route 119 head west on StateRoute 119 for 0.5 miles to a dirt road on the right.Turn right onto the dirt road for 0.35 miles to abuilding. Walk west 600 feet to the top of a smallhill and the station.

Station is a standard 3 inch brass disk set inrock stamped, "CHAPEL S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"CHAPEL S.E.O. 1973".

IW0\!


35° 11' 38~9888105° 04' 24~'901 0

(Feet) 5351.0 VABM

"

TO STATION

PRESTONSOWELLPEDRODILIAUPPER DILIARM


11° 37' 52~'O68° 54' 58'.'2

112° 54' 38%175° 30' 18~'O233° 36' 34'.'645° 42' 09"

GRID DISTANCE(Feet)

11,990.908,899.44

25,373.3828,914.016,542.62

48.33

--_...._._---

~IAI~ U~ Nt" ~XIGOHORIZONTAL CONTROL STATION RECORD

,W'-J,

STATION: CLIFFCounty: San MiguelSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 252,494.87 Delta Alphay 1,537,434.29 -28' 40.7

GEOGRAPHIC POSITIONLatitude 359 13' 22~6l64Longitude 1059 09' 43~2888


Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 1.9 airlinemiles northwest of Anton Chico, New Mexico.

To reach the station from the Post Office inAnton Chico, head south for 100 feet to the pave-ment and continue south on the paved road for 1.5miles to an intersection. Continue south for 0.05miles to an intersection. Turn left for 0.6 milesto a bridge that crosses the Pecos River. Continuefor 0.2 miles across the bridge and across anirrigation ditch. Turn left and continue for 0.9miles to a dirt road on the left. Follow the dirtroad for 2.8 miles to a fork in the road. Takethe right fork for 0.1 miles to a fork in the road.Take the right fork for 0.25 miles to an inter-section of 3 roads. Take a hard right for 0.6 milesto a fork. Take the left fork for 0.2 miles. Walk150 feet northwest to the station.

Station is a standard 3 inch brass disk set inrock stamped, "CLIFF S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"CLIFF S.E.O. 1973".

TO STATION

LA LOMARANCHITOSANTONRM

GRID AZIMUTH(From North)1389 37' 04~1203 9 57' 42': 147· 05' 20~9

130· 24' 11"

GRID DISTANCE(Feet)

16,864.316,586.48

16,822.3944.18

--~~~~~ -- ---------:-----------


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 344,876.06 Delta AlphaY 1,496,360.03 -17' 54':0

STATION: COLONIASCounty: GuadalupeSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

,w00,


35 0 06' 42~'5430

1040 51' 07~2483

(Feet) 4920.7 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 17.0 airlinemiles southeast of Anton Chico, New Mexico.

To reach the station from the church in Colonias,head west 50 feet and turn left heading south for0.25 miles to an intersection. Turn right headingwest for 0.3 miles to the top of a small hill. Turnright heading north along the top of the hill for 0.1miles to the north edge of the hill and the station.

Station is a standard 3 inch brass disk set in6 inch square concrete monument stamped, "COLON lASS.E.O. 1973". Reference mark is a standard 3 inchbrass disk set in cast iron pipe stamped, "COLON lASS.E.O. 1973".

TO STATION

SISNEROSCORTADARM

GRID AZIMUTH(From North)3090 13' 21': 41480 15' 04': 7193 0 01' 50"

GRID DISTANCE(Feet)

16,185.213,281.55

76.18

-----------~-----_.. -._--. --------_.-._-

STATE OF NEW MEXICOHOR IZONTAL CONTROl... STATION RECORD

GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 346,602.79 Delta Alphay 1,493,569.52 -17' 41~8

STATION: CORTADACounty: Guadalupe


,w"",


35° 06' 15~'0296104° 50' 46~'2912

(Feet) 5120.3 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION


To reach the station from the church in Co1onias,head west 50 feet and turn left heading in a southerlydirection for 0.25 miles to an intersection. Turnleft heading east for 0.2 miles to a windmill andan earth dam. Cross the dam and drive to the bottomof the mesa 300 feet southeast of the dam. Walk 300feet to the top of the mesa and the station.

Station is a standard 3 inch brass disk set inrock stamped, "CORTADA S. E. O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"CORTADA S.E.O. 1973".

TO STATION

SISNEROSCOLON lASPIPELINERM

GRID AZIMUTH(From North)312°" 23' 51~7328° 15' 04':7265° 41' 26':577° 03' 22"

GRID DISTANCE(Feet)

19,317.093,281.55

18,109.2475.27

.'


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 263,643.51 Delta Alphay 1,524,780.72 -27' 21'!1

STATION: LA LOMAI County: Guada1 upe


,..,a,


350 11' 18'! 3642105 0 07' 27~7063

(Feet) 5289.0 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 0.9 airline milessoutheast of Anton Chico, New Mexico.

To reach the station from the Post Office in LaLorna, head north on a paved street 50 feet. Turnleft on a dirt road and follow it for 0.1 miles toa dim track road on the left along a fence. Turnleft and continue for 200 feet. Turn left at theend of the fence and up a hill to a water tower.Station is located 50 feet to the west of the watertower.

Station is a standard 3 inch brass disk set inrock stamped, "LA LOMA S.E.O. 1973". Referencemark is a standard 3 inch brass disk set in rockstamped, "LA LOMAS.E.O. 1973".

TO STATION

UPPER DILIABLANCACLIFFANTON CHICORM

GRID AZIMUTH(From North)1000 54' 54~827]0 43' 37~43180 37' 04~'13290 14' 07'~743 0 22' 43"

GRID DISTANCE(Feet)

10,104.5133,089.8916,864.319,171.89

30.78


STATION: PEDROCounty: GuadalupeSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 302,203.71 Delta AlphaY 1,516,871.23 -22' 52~'3

TO STATION

STATION DESCRIPTION


To reach the station from the intersection ofState Road 119 and U.S. 84, head south on U.S. 84for 2.3 miles to a gate on the left. Turn leftand continue through the gate heading easterlyon a dirt road for 2.9 miles to a gate. Continuethrough the gate following the dirt road for 2.9miles to a wire gate. Continue through the gateheading east for 1.4 miles to a windmill. Turnleft heading north for 0.25 miles to a side roadon the left. Turn left heading westerly for 0.85miles to a point where there is a dim track roadon the right. Turn right heading north, towardsa small mesa, for 0.1 miles to the bottom of themesa. Walk 300 feet to the top of the mesa. Walk500 feet to a rock outcropping on the east end ofthe peak and the station.

Station is a standard 3 inch brass disk set inrock stamped, "PEDRO S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"PEDRO S.E.O. 1973".

Year: 1973

ZoneEast

GRID DISTANCE(Feet)

25,373.3819,952.7431,837.93

34.98

GRID AZIMUTH(From North)292 0 54' 38%3100 57' 29%1080 49' 52%220 0 20' 40"

350 10' 02 ~'91911040 59' 42~5155

(Feet) 5549.1 VABM

CHAPELSOWELLSISNEROSRM


,-I'>~,

STATION: PIPELINE

STATE OF NEW MEX ICOHORIZONTAL CONTROL STATION RECORD


,"""N,

County: GuadalupeSecond-Order Electronic SurveyEstablished by: Koog1e &Pou1s Engineering

NEW MEXICO STATE PLANE COORDINATESX 328,544.75 Delta Alphay 1,492,208.77 -19' 46':6

GEOGRAPHIC POSITIONLatitude 35° 06' 00~5966Longitude 1040 54' 23~5347Elevation (Feet) 5465.7 VABM

ZoneEast


To reach the station from the church in Co10niashead west 50 feet and turn left heading south for0.25 miles to an intersection. Turn right headingwest for 0.6 miles to a 3-way fork in the road.Take the left fork for 0.2 miles to a gate. Continuethrough the gate for 0.1 miles to a side road on theleft. Turn left following the road up a mesa (west)for 3.8 miles to a side road on the left. Turn leftheading south for 0.2 miles toward two dirt tanks,and a dim dirt road heading southeast, follow thisroad for 0.45 miles to the station.

Station is a standard 3 inch brass disk set in6 inch square concrete monument stamped, "PIPELINES.E.O. 1973". Reference mark is a standard 3 inchbnss disk set in cast iron pipe stamped, "PIPELINES.E.O. 1973".

-~--_ ...~

TO STATION

CORTADAHILLWATERTOWERRM

GRID AZIMUTH(From North)850 41' 26~585 0 20' 36'~ 9

205 0 25' 37:'7242 0 34' 42"

GRID DISTANCE

\Feet)

18, 09.24121,181.0515,257.33

68.67

STATE OF NEW MEXICOHOR IZONTAL CONTROL STAT JON RECORD

· ,-!'>w,

STATION: PRESTONCounty: San Miguel


NEW MEXICO STATE PLANE COORDINATESX 281,249.47 Delta AlphaY 1,538,493.75 -25' 21'.'0


Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 3.8 airlinemiles northeast of Anton Chico, New Mexico.

To reach the station from the intersection ofU.S. 84 and State Route 119, head north on U.S. 84for 1.0 miles to a pipe frame gate on the right.Turn right onto a dirt roa~ for 1.4 miles to a sideroad on the left. Turn left for 1.1 miles to acattle guard. Cross the cattle guard and continuefor 200 feet. Turn right and continue to the top ofa hill. Station is located 25 feet west of a largerock monument.

Station is a standard 3 inch brass disk set inrock sta!J1ped, "PRESTON S~.E.O. 1973". Referencemark is a standard 3 inch brass disk set in rockstamped, "PRESTON S. E. O. 1973".

TO STATION

CHAPELANTONSOWELLRM

GRID AZIMUTH(From North)19]0 37' 52'!03020 18' 47'!6145 0 26' 02~'3229 0 35' 49"

GRID DISTANCE(Feet)

11 ,990.9819,444.9110,374.75

65.45

_._..._--~-------------------------------_.


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATES

X 249,819.93 Delta Alphay 1,531,415.45 -28' 58~3

STATION: RANCHITOSCounty: Guadalupe


,."..".,


35° 12' 22'!8653105 V 10' 14~9157

(Feet) 5419.1 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 1.9 airlinemiles northeast of Anton Chico, New Mexico.

To reach the station from the Post Office inAnton Chico, head south 100 feet to the pavementand continue for 1.5 miles to an intersection.Continue south for 0.05 miles to an intersection.Continue south for 2.8 miles to the end of thepavement. Turn left on the dirt road for 200feet to a water tower. Walk west 250 feet to thetop of the hill and the station.

Station is a standard 3 inch brass disk set in6 inch square concrete monument stamped, "RANCHITOSS,E.O. 1973". Reference mark is a standard 3 inchbrass disk set in cast iron pipe stamped, "RANCHITOSS.E.O. 1973".

TO STATION

CLIFFANTONANTON CHICORM

GRID AZIMUTH(From North)23° 57'· 42~'140° 38' 16'!982° 13' 39~'3

293° 47' 22"

-----

GRID DISTANCE(Feet)

6,586.4823,025.339,216.73

54.64

c--~-----_._-------

STATE OF NEW MEXICOHOR IZONTAL CONTROL STAT ION RECORD

NEW MEXICO STATE PLANE COORDINATES Zone

X 332,337.47 Delta Alpha EastY 1,506,594.51 -19' 22~0

I..,.U1,

STATION: SISNEROSCounty: GuadalupeSecond-Order Electronic SurveyEstablished by~ Koogle &Pouls Engineering

GEOGRAPHIC POSITIONLatitude 35Q 08' 23n024Longitude 1040 53' 38~8647Elevation (Feet) 5159.9 VA8M



To reach the station from the church in Co1onias,head west 50 feet and turn left heading south for0.25 miles to an intersection. Turn right headingwest for 0.6 miles to a 3-way fork in the road. Takethe left fork for 0.3 miles to a gate. Continuethrough the gate for 3.2 miles to a fork. Take theleft fork 0.05 miles to a gate. Continue through thegate for 2.4 miles to another gate. Continue throughthe gate for 200 feet to the bottom of a hill. Climb300 feet to the top of the hill and the station whichis on a rock point.

Station is a standard 3 inch brass disk set inrock stamped, "SISNEROS S.E.O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"SISNEROS S.LO. 1973".

TO STATION

PEDROCOLONlASCORTADARM

GRID AZIMUTH(From North)288 Q '49' 52%1290 13' 21~'41320 23' 51 ~'7275 0 07' 29"

GRID DISTANCE(Feet)

31,837.9316,185.2119,317.09

78.04

-----------------------------


GEOGRAPHIC POSITION

NEW MEXICO STATE PLANE COORDINATESX 287,135.64 Delta Alphay 1,529,950.42 -24' 38.8

STATION: SOWELLCounty: GuadalupeSecond-Order Electronic SurveyEstablished by: Koogle &Pou1s Engineering

,+>0'>,

LatitudeLo.ng i tudeElevation

350 12' 11'~25361050 02' 45~1318

(Feet) 5301.8 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION

Station is located approximately 3.8 airline mileseast of Anton Chico, New Mexico.

To reach the station from the intersection of U.S.84 and State Road 119 head north on U.S. 84 for 1.0miles to a pipe frame gate on the right. Turn rightand continue past the gate for 0.4 miles to a sideroad on the right. Turn right heading south for 0.7miles to a fork. Take the right fork for 0.~5 milesto a dim track road on the left. Turn left headingtowards a small hill which is about 500 feet north ofa power1ine. Drive 0.1 miles to the bottom of thehill and walk to the top of the hill. The station islocated on the west end of the hill.

Station is a standard 3 inch brass disk set inrock stamped, "SOWELL S. E. O. 1973". Reference markis a standard 3 inch brass disk set in rock stamped,"SOWELL S.E.O. 1973".

-_.~---'

TO STATION

PRESTONPEDROCHAPELRM

GRID AZIMUTH(From North)3250 26' 02~31300 57' 29~'6248 0 54' 58~2

54 0 09' 16"

GRID DISTANCE(Feet)

10,374.7519,952.748,899.44

67.51

".

STATE OF NEW ~XICOHOR IZONTAL CONTROL STAT ION RECORD

I..,."I

STATION: UPPER DILIACounty: GuadalupeSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 273,565.21 Delta AlphaY 1,522,867.37 -26' 11'!9

GEOGRAPHIC POSITIONLatitude 35 0 11' 00~2042Long i tude 1050 05' 28': 0000Elevation (Feet) 5231.1 VABM

Year: 1973

ZoneEast

STATION DESCRIPTION


To reach the station from the intersection ofU.S. 84 and State Road 119, head west on State Road119 for 1.8 miles to the Grant boundary and acattleguard. Pass through cattleguard and turn leftup a small hill to a wire gate. Continue throughthe gate and follow the road for 0.15 miles. Turnleft and continue for 0.2 miles to a twin fork. Takethe right fork for 0.1 miles to an irrigation ditch.Cross the ditch and walk 250 feet along an old rockwall to the station.

Station is a standard 3 inch brass disk set inrock stamped, "UPPER DILIA S.E.O. 1973". Referencemark is a standard 3 inch brass disk set in rockstamped, "UPPER DILIA S.LO. 1973".

TO STATION

LA LOMACHAPELDILIARM

GRID AZIMUTH(From North)2800 54' 54':8

53 0 36' 34'.' 61630 11' 45'.'3153 0 22' 20"

GRID DISTANCE(Feet)

10,104.516,542.62

26,056.0734.99


STATION: WATERTOWER Year: 1973County: GuadalupeSecond-Order Electronic SurveyEstablished by: Koog1e &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATES Zone

X 321,993.82 Delta Alpha EastY 1,478,429.39 _20' 30'!2

STATION DESCRIPTION

This is a temporary Station located approximately15.1 airline miles southeast of Anton Chico, New Mexico.

Station is a 5/8" rebar set in concrete locatedapproximately 20 feet northeast of a fence corner. Thereference marks are rebars set in the fence line.

GEOGRAPHIC POSITION,

CEBOLLETA LAND GRANT PROJECT AREA Page 1 of 1FROM TO 085. SLOPE ADJUSTMEIIT GR I D GRID GRID COORD • D-ALPHA LATITUDEDISTANCE 1:X1ee8 SECS AZIMUTH [, I STANCE >C i l \' ELE\'ATl ON LO~IG I TUDE

TAI'LOR rHNE 84, 98e. 58 1e52 e. 0 186 14 14. 1 84, Be5. 66 567,213.9B 7 4B. 2 25 14 19. 16ee~IHEAT 61. 14e. 2(' 6- 0 1.9 18B2917.B 61, 8tH), 79 1. 542, 206. 26 11293.1 1f17 ?C 28. 47t:O,-

SHEER ENCINAL 86J 591. 88 651 O. e 260 H 54.4 B6, 557. 2e 7e9, eBe. 68 24 o ., ?os s :n.1:581.'. 4-PIEDRA LIJNBRF 27, 148. 89 1785 1. 5 272 56 48.2 2:'.139. 11 L se?, 984.97 6589. 8 107 B 2. 1484

I'I! ~IE ENCINAL 35,23:2. 49 1B7 e. 8 225 2e 18. e IS, 2~4. 92 648,736.93 17 12.1 25 1e 21. 678Br'IOQIJIN~ 10, 783. e9 197 2. 8 268 1 28. 5 HL 773. 61 L 518, 493. 40 6542. 3- 107 20 ,8. 2126~IHEAT 24J 023. 57 1e7 1.5 288 4 53. ~ 23,997. S4SEBOYETA 191912.75 89 1.2 las 24 22. e 19, 90S. 5eBOHART 22,1]3. 50 1772 2. 1 104 48 56.6 22,124. 88

SE~OYETA mNE 19,912. 75 B9 e. e 125 24 22. €I 19, ge5. 50 632,512.62 15 2€1. 6 ,:5 12 16. 5e94~IHEAT 10,489. 23 97 e. 9 225 16 22. 8 18,419. 8Z L 510, 026. fit 6496. 8 107 23 2?-. 1.254CHIIIATO ?, 301. 33 27 -1. 6 l1Z 31 28. 6 31301. 19

CHII/ATO BIBO 111 729. 66 141 O. 8 182 41 42. 9 11. 721. ?a 625,539 S8 15 41. 5 35 12 3. 1423SEBOI'ETITA 5,630.70 863 - , 222 43 32. 8 51628. 39 1. 52B, 788. 4B 6414. 0 1e7 2'2 46.7229< ,5EBO'T'ETA }.I 3:03. 1.1. " 2 - 291 21 28. 6 s, se1. 19., .<SEBOI'ETITA HHEAT 61980.99 B a. e 254 7 48. 4 61872. sa 631> 720.69 15 14. 6 25 11 22. 6155CHIVATO 5,630, 70 863: -1. 1 42 43: 3:2. 8 5,628. 39 L 524, 57:?: Bl 6462. 7 187 22 32 96(11)BiBO 8,257. 71 162 ' " 156 4e 7. 9 8,258. 28.. ,

I HHEAT TAYLOR 61,148. 20 679 8. 8 2BB 19 17.8 61, e8e. 79 62S, 199.92 14 2B. 5 3:5 11 4 2861.j:> SEBOYETA 10,489. 23 97 -e. 7 45 16 3:2. e 18,419. 02 L 522, 694. 16 7672. S 107 24 52.7035I.DI SEBOYF.:TITA 6, 9s.::0. 99 -, -8. 8 74 7 48. 4 6,872. B8:;..;;.MINE 24,033. 57 1137 -8. 9 le8 4 52. 5 22 .. 997.54110QUINO 131732. 95 65 -1. 2 189 24 19. B E, 648. 40

BIBO MOQUINO :?. 187. 50 182 O. 0 69.20 46.7 Z, 186. :n 624,988.17 15 3:6 6 25 10 7. 5380SEBO'r'ETI TA S, 257.71 162 -1. 6 :l:l6 48 7. 9 8,258. 28 L 516, 998. 15 6191. 1 187 22 54. 0071CHIVATO 11> 729. 60 141 -1. 5 2 41 42. 9 11> 723. 30~IOQUINO rUNE le, 783. 09 197 O. 8 B8 1 28. 5 18,772. 61 637,969.72 15 57.4 15 10 1B. 5191BIBO 2,187.50 182 -1. 8 249 28 46. 7 2 .. 186. :l:l L 51B, 122. 82 619B 4 107 22 18. 0?-14HHEAT 13,73:2.95 65 .e.2 289 H 19. B 12,648.40

BOI/ART NINE 22,133. 50 1772 O. 0 284 4B 56. 6 22,124. 88 670,126.23 19 39. 8 15 9 24.5847PIEDRA LUMBRE 12,273. 24 2150 -0. 3: 104 27 44. 3 12,268. 19 L 512, 815. 81 6382. 8 187 15 51. 0572PIEDRA LUMBRI BOHART 12,272. 24 2150 e. 8 284 27 44. 3 12,268. 19 6B2, 885. 86 21 1.8 35 B 51:. 581:6SHEER 27, L48. 89 17B5 -2.1 92 56 48. 2 27,139.11 L S09, 771.88 6491.6 1£17 13 28. 2156


,

STATE OF t£W t.£X ICOHOR IZONTAL CONTROL STATION RECORD

STATION: BOHARTCounty: Valencia



GEOGRAPHIC POSITIONLatitude 35° 09' 24~5847Longitude 107° 15' 51 ~'0572Elevation (Feet) 6382.8 VABM

I

STATION: CHIVATO



03~'3423

46~7229

,


,U1W,

STATION: MOQUINOCounty: ValenciaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 637,969.72 Delta Alphay 1,518,122.03 15' 57~4

GEOGRAPHIC POSITIONLatitude 350 10' 18~5191

Longitude 107 0 22' 18~0314Elevation (Feet) 6198.4 VABM

Year: 1973

ZoneWest

STATION DESCRIPTION

Station is located approximately 2.2 airlinemiles southeast of Seboyeta, New Mexico.

To reach the station from Michael's Bar and Storein Bibo go south on a paved road approximately 0.05miles. Turn left (southeast) onto a dirt road andcontinue for 0.55 miles to a curve and an intersection.At this point bear left and continue for 0.2 miles toa bridge. Cross the bridge and continue for 0.4 milesto an intersection. Turn left and continue for 0.05miles to a point where two houses are on your left.Turn left between the houses and continue to a pointpast a pump house behind the houses. Turn left andcontinue up onto a hill to a water tank. Station islocated on the southeast of the water tank.

Station is a standard 3 inch brass disk set inrock projecting approximately 0.4 ft. stamped, "MOQUINOS.E.O. 1973". Reference mark is a standard 3 inch brassdisk set in rock stamped, "MOQUINO S.E.O. 1973".

TO STATION

MINEBIBOWHEATRM


88 0 01' 28~'5249 0 20' 46'.'7289 0 34' 19':8288 0 39' 35"

GRID DISTANCE(Feet)

10,773.613,186.33

13,648.4063.07


STATION: PIEDRA LUMBRECounty: ValenciaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

NEW MEXICO STATE PLANE COORDINATESX 682,005.86 Delta AlphaY 1,509,771. 88 21' 01 ~ 8

GEOGRAPHIC POSITIONLatitude 35 0 08' 53~5836Longitude 107 0 13' 28~2l56Elevation (Feet) 6491.6 VABM

I,

TO STATION

BOHARTSHEERRM

GRID AZIMUTH(From North)284 0 27' 44~'3

93 0 56' 40:'391 0 33' 08"

Year: 1973

ZoneWest

GRID DISTANCE(Feet)

12,268.3927,139.11

61.34

STATION DESCRIPTION

Station is located approximately 10.0 airline milesnorth-northwest of Mesita, New Mexico.

To reach the station from the Mesita turnoff on 1-40,proceed north on a paved road towards Mesita 0.65 milesto the end of pavement. Continue on main dirt road0.2 mi 1es to the mi ddl e of the vi 11 age and then turnleft (north) staying on the main dirt road. Cross asmall bridge 0.15 miles further and three railroad tracks0.15 miles past the bridge. After crossing the railroadtracks the road bends to the right (east) for 0.35miles to a fork, turn left (north) and continue northerlyfor 3.5 miles to left and right fork, take right forkand continue on main north road for 1.55 mi'les arrivingat another left and right fork. Take right fork, crossPiedra Lumbre Arroyo and continue on main track headinggenerally northerly, but making several switchbacksbefore reaching top of mesa. After reaching top proceed0.15 miles to major intersection and an earth filldam on left. Take left fork and continue on this mainroad for 6.3 miles going northerly at first, thengenerally westerly, arriving at a windmill and watertank. Turn right off main road immediately after wind-mill and head cross country to top of north-southfacing mesa immediately to the northwest of the wind-mill. Station is on southern extremity of this mesa0.5 miles cross country (about 1200 feet by air) fromthe windmill and water tank.

Station is a 3 inch brass disk drilled in rockstamped, "PIEDRA LUMBRE STATE OF NEW MEXICO S.E.O. 1973".Reference mark is a 3 inch brass disk set in rockstamped, "PIEDRA LUMBRE STATE OF NEW MEXICO S.E.O. 1973".

STATION: SEBOYETA

STATE OF ~w '·E:X ICOHORIZONTAL CONTROL STATION RECORD

Year: 1973 STATION DESCRIPTIONCounty: Valencia

Second-Order Electronic SurveyEstablished by: Koo91e &Pouls Engineering


GEOGRAPHIC POSITION~ \ Latitude 350 12' 16~5094~ Longitude 1070 23' 23~1254


ZoneWest

Station is located approximately D.3 airlinemiles north-northwest of Seboyeta, New Mexico.

To reach the station from the Post Office inthe town of Set~yeta go north approximately 0.1miles through town to the church. From the back ofthe church continue for approximately 0.1 miles tothe bottom of a hill. At this point take a sharpleft turn (west) towards the water tank on a hill andcontinue for approximately D.l miles as far up andunderneath the water tank as possible. At this pointthe station is no longer accessible by truck. Fromthis point walk up the hill Past the water tank tothe edge of a ridge approximately 15D feet northwestof the ·tank and the station.

Station is a standard 3 inch brass disk set inrock stamped, "SEBOYETA S.E.O. 1973". Referencemark is a standard 3 inch brass disk set in rockstamped, "SEBOYETA S.E.O. 1973".

TO STATION

MINEWHEATCHIVATDRM

GRID AZIMUTH(Fr~m North)

1259 24' 22~0225 0 16' 32~01130 31' 20~6267 0 44' 20"

GRID DISTANCE(Feet)

19,905.5010,419.033,301.19

61.92


GEOGRAPHIC POSITION


STATION: SEBOYETITACounty: ValenciaSecond-Order Electronic SurveyEstablished by: Koogle &Pouls Engineering

IU1O"l,


35 0 11' 22%155107 0 23' 32~'9600

(Feet) 6462.7 VABM

Year: 1973

ZoneWest

STATION DESCRIPTION

Station is located approximately 0.8 airline milessouthwest of Seboyeta, New Mexico.

To reach the station from the Post Office inSeboyeta, travel south on a paved road 0.80 miles.Turn right off the paved road and onto a dirt roadthat runs westerly along the north side of an east-west ridge. Continue for 0.50 miles turning around thewest end of the ridge toward a saddle and up underneaththe west point of the ridge. Station is no longeraccessible by truck. Walk east to the west point ofthe ridge. Station is located on the west point of theridge, and approximately northwest of a pile of rocks.

Statio

TECHNICAL REPORT - ose.state.nm.usKoogle &Pouls Engineering is pleased to submit this report...

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