HI FTNP HALE 10(2) Plans.pdf

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SHEET TOTAL

SHEETSREG STATE PROJECT NO.

PWR HI A5

PROJECT : HALE 10(2) HALEAKALA SUMMIT ROAD REHABILITATION

DATE OF FIELD WORK : February - March 2010 DATE OF FINAL ADJUSTMENT : March 2010

PROJECT UNITS : FeetUS; DMS COORDINATE SYSTEM : MERCATOR NAD83, HI ZONE 2 5102, EPOCH 2002.000 (Based on OPUS Solution at Station 2001 dated February 18, 2010) VERTICAL DATUM : GEOID09 NAVD88 (GPS Elevations based on OPUS Solution and Trigonometric Leveling)

ALL COORDINATES ARE IN US Survey Feet

STATE PLANE COORDINATES

POINT

NUMBER NORTH

LATITUDE LONGITUDE DESCRIPTIONELLIPSOID

HEIGHT

CONVERGENCE COMBINED STATION OFFSET

ANGLEEAST ELEVATION FACTOR

2000 157831.464 1784838.641 6818.25 20°46'02.48024"N 156°14,38.10558"W STA G001 1/2" PIPE6875.52 0°09'00" 0.99966681

2001 155148.020 1789135.360 7360.06 20°45'35.77154"N 156°13,52.90462,,W STA G005 1/2" PIPE7417.61 0°09,15" 0.99964231 1694-16.4 -18.7

2002 152274.657 1789092.944 8046.85 20°45'Q7.29472"N 156°13'53.43305"W 8104.75 0°09,15" 0.99960942 STA G002 1/2" PIPE2984-94.1 14.9

Average = 0.99963951

NOTES:

1) TO PRECISELY CHECK DISTANCES BETWEEN POINTS AS MEASURED ON THE GROUND:

INVERSE THE STATE PLANE COORDINATES AND DIVIDE THE COMPUTED DISTANCE BY

A MEAN COMBINED FACTOR OF THE TWO POINTS.

2) TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA:

GEODETIC AZIMUTH - GRID AZIMUTH 4- CONVERGENCE ANGLE

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No. §824

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U.S, DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

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M-<N ROADWAY

SURVEY CONTROL

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Sheet 1of 2QJ

A12HI FTNP HALE 10(2)

SHEET TOTAL

SHEETSPROJECTREG STATE NO.

PWR HI A6

PROJECT : HALE 10(2) HALEAKALA SUMMIT ROAD REHABILITATION

PROJECT UNITS : FeetUS; DMS COORDINATE SYSTEM : MERCATOR NAD83, HI ZONE 2 5102, EPOCH 2002.000 (Based on OPUS Solution at Station 2001 dated February 18, 2010) VERTICAL DATUM : GEOID09 NAVD88 (GPS Elevations based on OPUS Solution and Trigonometric Leveling)

ALL COORDINATES ARE IN US Survey Feet

STATE PLANE COORDINATES

CONVERGENCE COMBINED STATION OFFSET

ANGLE

DESCRIPTIONLONGITUDELATITUDEPOINT

NUMBER NORTH ELEVATION FACTOREAST

156°14*44.33697"W 156°14'49.16743"W 156°14,46.70537"W 156°14'49.12524"W 156°14'45.07181"W 156°14'37.02968"W 156°14*28.53119"W 156°14* 22.70839"W 156°.14*14.72519"W 156°14*11.25702"W 156°14*01.94252"W 156°14*00.84297"W 156°13* 57.57522"W 156°14*01.17283"W 156°14*07.07393"W 156°14'11.99181"W 156°14*17.54036"W 156°14*22.73579"W 156°14*28.32651"W 156°14*32.17913"W 156°14*37.30431"W 156°14*40.24448"W 156°14*38.29384"W 156°14*30.95744"W 156°14*24.99951"W 156°14* 21.49275"W 156°14’11.18784"W 156°14*04.74277"W 156°13’54.08855"W 156°13*45.51483"W 156°13*45.67450"W 156°13*45.11918"W

0.99965643 0.99965549 0.99965541 0.99965466 0.99965346 0.99965130 0.99964974 0.99964841 0.99964656 0.99964588 0.99964346 0.99964348 0.99964098 0.99963948 0.99963703 0.99963582 0.99963419 0.99963158 0.99963017 0.99962874 0.99962642 0.99962599 0.99962422 0.99962275 0.99962135 0.99962053 0.99961779 0.99961667 0.99961464 0.99961254 0.99961212 0.99961186

-11.0 281.2 -28.4

STA S“56 MAG. NAIL

STA S-36 1/2" PIPE

STA S-57 MAG. NAIL

STA S-58 MAG. NAIL

STA S-59 MAG. NAIL

HT-22 BRASS CAP

STA S-60 1/2" PIPE

STA S-66 1/2" PIPE

STA S-65 1/2" PIPE

STA S-54 1/2" PIPE

STA S“64 1/2" PIPE

STA S-53 MAG. NAIL

STA S“55 MAG. NAIL

STA S“52 MAG. NAIL

STA S-51 MAG. NAIL

G004 Y-CUT ON ROCK

STA S-50 MAG. NAIL

STA S-69 1/2" PIPE

STA S 68 1/2" PIPE

STA S-67 1/2" PIPE

STA S-47 MAG. NAIL

G003 1/2" PIPE

STA S-46 1/2" PIPE

STA S“45 1/2" PIPE

STA S-44 1/2" PIPE

STAS-43 MAG. NAIL

STA S-63 1/2" PIPE

STA S-62 1/2" PIPE

STA S-61 1/2" PIPE

STA S-42 MAG. NAIL

HT-12 BRASS CAP

STA S-41 MAG. NAIL

20°45'37.69500"N 20°45'35.93355"N 20°45'33.92091"N 20°45'31.39542"N 20°45'33.17736"N 20°45'36.36184"N 20°45*35.49268"N 20°45*33.90374"N 20°45*35.95883"N 20°45'36.32595"N 20°45'33.87601"N 20°45*34.08532*'N 20°45*32.47842"N 20°45*30.22851"N 20°45’25.55762"N 20°45* 25.54584"N 20°45*23.41275"N 20°45*17.38595"N 20°45*15.32683"N 20°45*11.28073"N 20°45*05.06350"N 20°45*02.88859"N 20°45*01.53441"N 20°45*05.41343"N 20°45*06,91244"N 20°45*05.42333"N 20°45*09.57993"N 20°45’09.17088"N 20°45*11.53263"N 20°45*11.98255"N 20°45,11.12692"N 20°45 *10.34942"N

0°08’57" 0°08'56" 0°08’56" 0°08’56" 0°08'57" 0°09’00" 0°09*03" 0°09’05" 0°09’08" 0°09'09" 0°09'12" 0o09'13" 0°09'14" 0°09'13" 0°09’10" 0°09*09" 0°09’07" 0°09'05" 0°09’03" 0°09*01" 0°09,00" 0°08’58" 0°08'59" 0°09’02" 0°09’04" 0°09'05" 0°09'09" 0°09’11" 0°09'15" 0°09'18" 0°09'18" 0°09'18"

101+70.7 106+13.7 106+10.8 109+53.7 114+81.8 123+60.8 131+63.8 139+07.1 147+11.8 150+40.7 160+04.2 161+07.1 176+48.5 180+55.5 188+32.1 193+01.3 198+66.2 206+98.7 212+73.9 218+18.1 226+42.4 229+87.5 233+67.5 241+60.1 247+42.9 251+05.8 261+65.6 268+66.2 279+38.4 288+02.5 287+49.6 290+39.8

155329.163 155150.246 154947.784 154692.373 154873.165 155196.461 155110.882 154952.020 155161.379 155199.295 154954.464 154975.862 154814.562 154586.637 154113.861 154111.429 153894.808 153285.418 153076.259 152667.059 152038.486 151818.315 151682.165 152075.371 152228.104 152078.737 152500.719 152461.077 152702.082 152749.673 152663.301 152584.996

1784253.812 1783795.855 1784030.038 1783801.048 1784185.262 1784947.640 1785754.394 1786307.414 1787064.489 1787393.528 1788278.155 1788382.448 1788693.001 1788352.186 1787793.411 1787326.688 1786800.679 1786309.217 1785779.173 1785414.609 1784929.838 1784651.367 1784836.856 1785532.111 1786097.164 1786430.377 1787407.274 1788019.065 1789029.582 1789843.161 1789828.240 1789881.156

7031.02 7047.49 7050.81 7064.71 7092.51 7143.02 7181.19 7212.70 7256.71 7273.17 7330.02 7330.37 7384.70 7413.70 7460.88 7482.98 7513.20 7564.24 7590.01 7617.47 7662.54 7669.57 7707.87 7743.25 7776.56 7796.01 7860.12 7887.81 7937.38 7987.06 7995.68 8001.38

13.3 -10.5 -19.6 -16.0 -13.7 -17.2 -16.1 “22.1 -10.5 10.4 18.0 29.2 24.2 10.3 57.6c

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Cl 10.8 74.9i b -37.6 -11.0 -13.6 x:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

* ROADWAY

SECONDARY CONTROL

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HI FTNP HALE 10(2) A12

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