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<br /> STATION DESCRIPTION STATION DESCRIPTION
<br /> GPS HS0592: FOUND USCG & S BRASS DISC STAMPED "Z 1128 1961", DISC IS 1.5 FEET GPS 400: FOUND CALTRANS 2" BRASS DISC SET IN 12" DIAMETER CONCRETE FLUSH WITH
<br /> NORTHWEST OF A METAL WITNESS POST WITH SIGN SET IN CONCRETE, 0.3 FOOT ABOVE GROUND IN MEDIAN OF RTE 580 STAMPED "CALIFORNIA DIVISION OF HIGHWAYS -400". DISC IS
<br /> GROUND IN 12" ROUND CONCRETE. TO REACH STATION FROM INTERSECTION OF HWY 132 AND 1.4 FEET SOUTHEAST OF A STEEL MARKER POST, 37 FEET SOUTHWEST OF THE SOUTHWEST EP
<br /> BIRD ROAD, GO SOUTHERLY ON BIRD ROAD FOR 2.15 MILES, CROSSING OVER RTE 580 TO AN OF N/B 580, 37 FEET EASTERLY OF THE NORTHEAST EP OF S/B 580, APPROXIMATELY 95 FEET
<br /> OLD PAVED ROAD, TURN LEFT AND GO NORTHERLY AND NORTHWESTERLY 0.07 MILE +/-TO WESTERLY OF DROP INLET. DISC IS APPROXIMATELY 0.4 MILE EAST OF CORRAL HOLLOW ROAD.
<br /> STATION ON THE RIGHT. GPS 440: FOUND CALTRANS 2" BRASS DISC SET IN 12" DIAMETER CONCRETE FLUSH WITH
<br /> GROUND IN MEDIAN OF RTE 580 STAMPED "CALIFORNIA DIVISION OF HIGHWAYS -440". DISC IS
<br /> GPS HS5439: FOUND STEEL ROD W/PUNCH HOLE INSIDE ALUMINUM COVER LID STAMPED
<br /> "TRACPORT 1987", POINT IS 54.8 FEET NE OF THE NE EDGE OF TAXIWAY, 176.5 FEET SE FROM 1.4 FEET EAST OF A STEEL MARKER POST, 12 FEET SOUTHERLY OF A DROP INLET. DISC IS
<br /> APPROXIMATELY 1.2 MILES EAST OF CORRAL HOLLOW ROAD.
<br /> VEE IN TAXI-WAY, AND 96.8 FEET SOUTH FROM EAST-WEST TAXI-WAY, 1.6 FEET
<br /> SOUTHWESTERLY OF A FIBERGLASS WITNESS POST. TO REACH STATION, MOM INTERSECTION GPS 480: FOUND CALTRANS 2" BRASS DISC SET IN 12" DIAMETER CONCRETE FLUSH WITH
<br /> OF LINNE ROAD AND S. TRACY BLVD., GO SOUTH ON S. TRACY BLVD., 0.56 MILE TO TRACYAZIMUTH BEARING DISTANCE PRECISION
<br /> GROUND IN MEDIAN OF RTE 580 STAMPED "CALIFORNIA DIVISION OF HIGHWAYS -480". DISC IS HS0592 -- GPS 28 N 45' S0' 45" W 23 019.44'
<br /> AIRPORT MMN GATE ENTRANCE, TURN RIGHT AND PROCEED WESTERLY 0.04 MILE, THROUGH 1.5 FEET EAST OF A STEEL MARKER POST, 38 FEET SOUTHWEST OF THE SOUTHWEST EP OF N/B 1: 1,204,819
<br /> ELECTRONIC CARD READER GATE, TOWARDS THE EAST-WEST TAXI-WAY, PASS FLIGHT CENTER '
<br /> 580, 37 FEET EASTERLY OF THE NORTHEAST EP OF S/B 580, APPROXIMATELY 1900 FEET HS0592 -- HS4700 N 76' 50' 45" W 28,571.65' 1: 1,515,151
<br /> BUILDING ON THE LEFT, STAYING ON THE SOUTHERLY EDGE OF THE TAXI-WAY TO THE STATION SOUTHEAST OF THE TRACY BLVD. OVERCROSSING. HS0592 -- GPS 520 N 49' 37' 12" W 22,363.59' 1: 1,250,000
<br /> ON THE LEFT. CHECK WITH AIRPORT SECURITY FOR ACCESS AND PERMISSION. HS0592 -- HS5412 S 44' 20' 45" E 74,291.54' 1: 2,777,777
<br /> GPS 520: FOUND CALTRANS 2" BRASS DISC SET IN 12" DIAMETER CONCRETE FLUSH WITH HS0592 -- HS5439 N 39' 03' 16" W 38,120.72' 1: 2,000,000
<br /> GPS AA4256: FOUND ALUMINUM DISC FLUSH WITH GROUND, STAMPED "CALIF. DEPT. OFGROUND IN MEDIAN OF RTE 580 STAMPED "CALIFORNIA DIVISION OF HIGHWAYS - 520". DISC IS GPS 25 -- GPS 400 N 47' 04' 23" W 725.71' 1: 49,188
<br /> TRANSPORTATION. STA 10-HG 1993 CA-HPGN DENSIFICATION". STATION IS 33 FEET FROM 1.5 FEET EAST OF A STEEL MARKER POST, 30 FEET SOUTHWEST OF THE SOUTHWEST EP OF N/B GPS 25 -- GPS 440 S 61' 58' 49" E 4,179.32' 1: 2,777,777
<br /> CENTERLINE OF KASSON ROAD AND 22 FEET FROM CENTERLINE OF DRIVEWAY AT TOE OF DIRT 580, 87 FEET WESTERLY OF A ROUND DROP INLET, 317 FEET SOUTHWESTERLY OF MILE GPS 25 -- HS4700 S 03' 01' 53" W 14,882.40' 1: 980,392
<br /> BERM. FROM I-5, TAKE KASSON ROAD EXIT, CONTINUE SE ON KASSON ROAD 1.2 MILES TO MARKER POST "SJ580 550" GPS 26 - GPS 28 S 44' 43' 21" E 7,466.94' 1: 358,423
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<br /> STATION ON THE RIGHT AT A GRAVEL ROAD. GPS 26 - GPS 29 S 89' 44' 56" W 2,648.81' 1: 170,649
<br /> GPS 25: FOUND 3/4 " IRON PIPE (OPEN) ON OLD RR BED PROTRUDING 0.30 FOOT ABOVE THE GPS 26 - GPS 31 S 00' 46' 12" W 2,652.76' 1: 148,588
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<br /> GPS HS4700: FOUND 3.5" BRASS DISC STAMPED "CORRAL 1943" IN A 6"X 11" RECTANGLE STONE, GPS 26 - GPS 440 S 39' 04' 33" W 2,499.38' 1: 172,117
<br /> „ ROUND, 11 FEET WEST OF A WIRE FENCE, 78 FEET NORTHWESTERLY OF 2 GALVANIZED IRON -- , .45' 1: 480,769
<br /> 3 ABOVE GROUND, 1.5 FEET FROM A 4 X 4 GPS 26 HS5439 N 15' 13' 21" W 8562
<br /> WOOD WITNESS POST AND 1.5 FEET FROM A 1" PIPE, 76 FEET NORTHERLY OF ANOTHER 2" GALVANIZED IRON PIPE W/BRACE. TO REACH POINT
<br /> IRON PIPE, 1.5 FEET TALL. FROM INTERSECTION OF RTE 580 AND CORRAL HOLLOW ROAD, GO GO EAST ON RTE 580, 0.45 MILE PAST CORRAL HOLLOW CREEK BRIDGE, PULL OFF HIGHWAY GPS 27 - GPS 31 N 00 04 52 E 2,608.06, 1: 179,211
<br /> SOUTH ON CORRAL HOLLOW ROAD 3.3 MILES TO CONNOLLY RANCH, GRAVEL ROAD ON THE AND PARK JUST EAST OF "580 EAST" FREEWAY SIGN, WALK SOUTHWESTERLY CROSSING R/W GPS 27 - GPS 440 N 24: 49' 41„W 3,658.42 1: 234,192
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<br /> LEFT, PASS THROUGH GATE AND GO 0.4 MILE TO CATTLE CARD, CONTINUE 0.4 MILE TO GPS 27 - HS4700 S 32 07 08 W 11,308.81 1: 793,650
<br /> NCE ON OLD RR BED APPROXIMATELY 515 FEET TO ANOTHER FENCE. STATION IS 11 FEET GPS 27 -� GPS 480 N, 61' S5' 03" E 1,835.10' 1: 138,504
<br /> ANOTHER CATTLE GUARD, THEN 0.2 MILE TO RANCH HOUSES, BEAR RIGHT TO PIPE GATE, GO WEST OF FENCE. GPS 27 - GPS 520 S' '
<br /> 0.4 MILE TO CATTLE GUARD, THEN 0.3 MILE TO METAL BARN AND WINDMILL ON RIGHT, 71 33 33 E 5,031.87 1: 374,531
<br /> CONTINUE 0.7 MILE TO ANOTHER METAL BARN ON LEFT, PASS THROUGH PIPE GATE WITHG3/4„ GPS 28 - GPS 480 N 76' 06' 33" W 3,785.25' 1: 220,264
<br /> TELEPHONE POLE, FOLLOW ROAD UP RAVINE 0.4 MILE TO 3 WAY FENCE AND 2 PIPE GATES, PS 26: FOUND IRON PIPE (OPEN) IN PAVEMENT S/B S. TRACY BOULEVARD, 2.5 FEET WEST GPS 28 - GPS 520 S 18' 35' 05" W 1,631.93' 1: 115,875
<br /> OF THE CENTERLINE OF ROAD. 7.5 FEET EAST OF THE WEST FOG LINE, 15.15 FEET NE OF GPS 28 - HS5439 N 28' 56' 30" W 15,503.67' 1: 793 650
<br /> BEAR LEFT FROM GATES 0.5 MILE TO ROAD INTERSECTION, DO A U-TURN LEFT UP HILL GO 0.4 MAILBOX (31513 S. TRACY BLVD.), 25.79 FEET WEST OFA 4"X 4" SQUARE STEEL POST PAINTED GPS 29 - GPS 400 N 76' 21' 55" W 2,145.22' 1: 157,480
<br /> MILE ALONG RIDGE TO WIRE GATE, CONTINUE 0.4 MILE UNDER POWER LINES TO
<br /> WEATHER TOWER. STATION IS 380 FEET +/- NE OF TOWER. YELLOW. ACCEPTED AS NE CORNER OF SECTION 20, T3S, R5E, MDB & M. GPS 29 - GPS 440 S 28' 48' 19" E 2,227.54' 1: 168,067
<br /> GPS 29 - HS5439 N 02' 46' 46" E 8,260.13' 1: 510,204
<br /> GPS 27: FOUND 3/4" IRON PIPE WITH PLASTIC CAP, STAMPED "LS 3723", 0.20 FOOT BELOW GPS 31 - GPS 440 N 65' 10' 41" W 1,696.58' 1: 107,066
<br /> GPS HS5412: FOUND ALUMINUM DISC FLUSH WITH GROUND, STAMPED "CALIF. DEPT. OF GROUND LEVEL. STATION IS 2 FEET SOUTHWEST OF 3" GATEPOST AND 14 FEET EAST OF 6" GPS 31 - GPS 480 S 42' 48' 15" E 2,377.31' 1: 161,290
<br /> TRANSPORTATION. HPGN-CALIF. STA. 10-04 1991". STATION IS 65.2 FEET EAST OF THE TOP-BACK GATEPOST, UNDER OVERHEAD POWER LINES. FROM INTERSECTION OF LINNE ROAD AND S. GPS 400 -- GPS 440 S 52' 06' 36" E 4,001.64' 1: 304,878
<br /> OF THE EAST CONCRETE CANAL LINING, 59.2 FEET SOUTH OF THE SPERRY AVENUE TRACY BLVD., GO SOUTH ON S. TRACY BLVD. 2.6 MILES, OVER RTE 580 TO END OF PAVING, GPS 400 -- HS5439 N 17: 47'30"� E 8,133.72' 1: 540,540
<br /> CENTERLINE STRIPE, 36 FEET NORTH OF THE INLET END OF A 12" CORRUGATED METAL DOWN CONTINUE ON GRAVEL ROAD 0.2 MILE TO LOCKED GATES AND STATION. AA4256 - HS5439 S 66 03 46 W 35,534.32 1: 1,282,051
<br /> DRAIN. TAKE 1-5 SOUTH TO SPERRY AVENUE EXIT, AT END OF OFF RAMP TURN LEFT ON SPERRY GPS 440 -- HS4700 S 19' 08' 24" E 13,652.96' 1: 1,010,101
<br /> AND GO 0.1 MILES TO CANAL BRIDGE, STATION IS ON THE RIGHT. GPS 28: FOUND HUB AND TACK FLUSH WITH PAVEMENT IN A 7" DIAMETER HOLE FILLED W/DIRT HS4700 - GPS 520 N 53' 28' 59 E 13,420.93' 1: 934,579
<br /> AND GRAVEL 3.75 FEET EAST OF THE WEST EP OF MACARTHUR DRIVE, 20.55 FEET EAST OFA 4" 451
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<br /> GPS A17573: ALUMINUM DISK STAMPED "LLNL B 2000". TO REACH STATION GO NORTHERLY X 4"SQUARE STEEL POST PAINTED YELLOW, 37.50 FEET SOUTHWESTERLY OF A 4" HS4700 - A17573 N 62' 40' 14" W 31HS4700 - HS5439 S 09' 21' 02" W 234411.61' 1: 199.40' 1: 1 PVC AIR '123408'596
<br /> ALONG B STREET FROM THE POST OFFICE IN TRACY, THEN 1.35 MILES WESTERLY ALONG S 480 - GPS 520 S 52 06 04 E 3,997.53 1: 273,224
<br /> VENT RISER. APPROXIMATELY 2.9 MILES SOUTH OF THE INTERSECTION OF MACARTHUR DRIVE GP
<br /> ELEVENTH STREET, THEN 8.9 MILES SOUTHERLY ALONG CORRAL HOLLOW ROAD, THEN 0.10 AND LINNE ROAD ON MACARTHUR DRIVE.
<br /> MILE NORTHERLY AND THEN EASTERLY ALONG A ROAD TO THE LAWRENCE LIVERMORE
<br /> NATIONAL LABORATORY SITE 300 GUARD SHACK, THEN 2.25 MILES NORTHWESTERLY ALONG GPS 29: FOUND 3/4" IRON PIPE (OPEN), 0.6 FOOT FROM FENCE, AND 0.2' DEEP. PIPE IS 10 FEET
<br /> ROUTE 3, THEN 2.85 MILES NORTHWESTERLY ALONG ROUTE 4, THEN 0.35 MILE WESTERLY SOUTHWESTERLY FROM SE FENCE CORNER OF TOSCO PIPELINE VALVE AND 30 FEET
<br /> ALONG A PAVED ROAD TO BUILDING NO. 898. NEAR THE NORTHEAST EDGE OF AN NORTHERLY FROM END OF DIRT ROAD. FROM LINNE ROAD AND S. TRACY BLVD., GO SOUTH 2.4
<br /> OUTCROPPING OF BEDROCK APPROXIMATELY 27 FEET WEST OF THE CENTER OF THE PAVED MILES, CROSS BRIDGE AND TURN RIGHT ON GRAVEL ROAD TO GRANITE WEST SIDE EXPANSION,
<br /> ROAD LEADING TO TANK NUMBER 3, 24 FEET SOUTH OF THE CENTER OF ROAD AND 6.6 FEET GO 0.5 MILE TO DIRT ROAD ON LEFT AND CHAIN LINK FENCE.
<br /> ABOUT THE LEVEL OF THE ROAD.
<br /> GPS 31: FOUND T-BAR, 0.20 FOOT OFF FACE OF AC BERM, FLUSH WITH PAVING, 15.7 FEET FROM
<br /> CENTERLINE OF TRACY BLVD. AND 34 FEET NE OF FENCE INTERSECTION. FROM THE
<br /> INTERSECTION OF LINNE ROAD AND S. TRACY BLVD., GO SOUTH ON S. TRACY BLVD., 2.4 MILES
<br /> TO THE STATION ON THE RIGHT.
<br /> Point Code North Latitude West Longitude North US Feet East US Feet Combined S F Convergence Description
<br /> HS0592 120 370 36' 32.34219" 1210 21' 30.55375" 2045348.35475 6312994.45815 0.999926523 -00 31' 32.13602" NGS Z 1128 ' CO-R.,D OF SURVEY
<br /> 25 120 370 40'0.96885" 1210 27' 9.23013" 2066711.98397 6285959.54108 0.999927091 -00 34' 59.48455" Fd 3/4" IP OLD RR ROADBED
<br /> 26 120 370 40' 1.26582" 1210 26' 3.74676" 2066688.94226 6291224.47043 0.999929832 -0° 34' 19.39354" NO DESCRIPTION
<br /> 27 120 370 39;9 .25324„ 1210 26; 3.58263 2061428.36830 6291185.14529 0.999926579 -00 34' 19.29305" Fd 3/4" IP w/plastic plug LS3723
<br /> N 28 120 37 39' 9.32707" 121 24' 57.75262" 2061383.50158 6296478.74878 0.999929820 -0° 33' 38.98981" Fd H&T flush w/pavement MACARTHUR DR CALIFORNIA DEPARTMENT OF H
<br /> 29 120 370 40' 1.11785" 1210 26' 36.69145" 2066700.55183 6288575.68558 0.999927771 -034'39.56333" Fd 3/4" IP GRANITE CONST
<br /> V) 31 120 370 39'35.03815" 1210 26' 3.86058" 2064036.42129 6291188.83366 0.999927992 -00 34' 19.46322" Fd T Bar SO TRACY BLVD DISTRICT 10 - ROUTE
<br /> 580
<br /> 400 120 37°40' 5.90874" 121° 27'2.68371" 2067206.24152 6286490.92523 0.999927504 -0° 34' 55.47662" CT 2" Brass Disc CDH400
<br /> AA4256 NGS 370 43'48.30592" 1210 19' 50.27487" 2089368.51829 6321454.25013 0.999937826 -00 30' 30.74208" NGS HPGN D CA 10 HG Constrained RIGHT 0 F
<br /> .� 440 120 37° 39'41.92711" 121° 26'23.09888" 2064748.64501 6289648.98872 0.999927620 -0 34 31.24152 WAY
<br /> o ° CT 2 Brass Disc CDH440
<br /> HS4700 120 37° 37' 33.96059" 121° 27' 17.13305" 2051850.41480 6285172.48547 0.999877272 -0° 35'04.32297" NGS CORRAL POST MILE MARKERS 6 . 2 - 7 . 1
<br /> E 0 480 120 370 39' 17.95319" 1210 25'43.55672" 2062292.23287 6292804.20262 0.999928652 -00 34'07.03255" CT 2" Brass Disc CDH480
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<br /> o 520 120 370 38' 53.98387" 1210 25'4.03139" 2059836.66904 6295958.64055 0.999927845 -00 33'42.83387" CT 2" Brass Disc CDH520 SECTIONS 20 & 28 , T3S , R5E , MD13 & M
<br /> i 3 HS5412 NGS 370 27'51.28503" 121 0 10'40.414" 1992219.88228 6364923.24355 0.999940305 -0° 24' 54.09964" NGS HPGN C10 04 Constrained
<br /> HS5439 120 370 41'22.72517" 1210 26' 32.74318" 2074950.95988 6288976.23126 0.999931176 -00 34' 37.14607" NGS TRACPORT
<br /> 0 0� A17573 NGS 370 39' 53.96812" 1210 33'6.9918" 2066311.99948 6257189.00864 0.999870408 -00 3838.51771" NGS LLNL B Constrained SAN JOAOUIN COUNTY CALIFORNIA
<br /> o Avg. C.S.F. Avg. Convergence
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<br /> 00 0:999922760 -00 33'40.60853" OCTOBER 2006 SHEET 2 OF 7
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