fb2235_6461Index 01
Riverside County Survey:
Field Book Table of Contents
FIELD BOOK #:
2235
SECTION(S)
11,8
SURVEY#:
6461
TOWNSHIP
3S
WO#
136-0581
RANGE
2Er3E
PLAN #:
Control
PROJECT NAME:
Scraur Bridges
Ind"Number(si
Item
Index Date
Notes
1-2
Tableof Contents
pending lnialmeion m digul Lard wry
Fact5heet
33
Field Notes - Control
Field Notes -Alignment
54
Field Notes - Bridge Diagram
9,48
Field Notes - Photos
Field Notes- HVP Level
Field Notes -Sectional
Field Notes -Traverse
Field Notes -Traverse Levels
Field Notes- Monument Recover
CalC Notes - sectional
Calc Notes -Alignment
Calc Notes- Right of Way
Calc Notes -Easement
Control -HVP's
Control - Traverse
Control - Sectional
Control - Monuments
49b2
Control-NG'5 Data sheets
PASURVEY\001 FIELD BOOKS\Table of Contents\F8 2235\Field Book TOC _2235 6461_86-0581
Ind"412
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MONUMENT DESCRIPTION
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DATASHEETS 11VI.0. Page 1 of
C^44POL Jlrlen Am
��7. 00 EiR 441
The
NGS Data Sheet F 8 2 2 3 5
S-6461
Bee file dedata.tst for Mose interesting about the Batasheet.
DATABASE _ ,PROGRAM = dataaheet, VERSION = 7.85
1
National Genetic Survey, Retrieval nate = JUNE 19, 2010
DX1078
.xxxxxx.x.r.x.xxxxxr:x .»:xx.«.x.:.r..xrxxxxxrrxrxxxr xr xx xx x«»«««»xxxx
4L
DX1078
CBN - This isa Cooperative Ease Network Control Station.
9�'
DX1078
DESIGNATION - 603 86
°Lg1,
DX1078
PID - DX1078
5 fAM?
DX1078
STATE/COUNTY- CA/RIVERSIDE Fenton
DX1078
USGS QUAD - CABAZON (1996)
DX1078
DX1078
'CURRENT SURVEY CONTROL
DX1078
DX1078*
NAD 83(2007)- 33 54 58.59112(N) 116 47 00.79587(W) ADJUSTED
DX1078x
NAW 88 - 548.276 (meters) 1798.80 (feet) ADJUSTED
DX1078
DX1078
EPOCH DATE - 2007.00
DX1078
X - -2,387,785.920 (meters) COMP
DX1078
Y - -4,730,385.952 (meters) COMP
DX1078
Z - 3,539,031.928 (meters) COMP
DX1078
LAPLACE CORR- 0.63 (seconds) DEFLEC09
DX1070
FILLIP HEIGHT- 516.734 (meters) (02/10/07) ADJUSTED
DX1078
GEOID HEIGHT- -31.54 (asters) GMID09
DX1078
DYNAMIC HT - 547.621 (meters) 1796.65 (feet) COMP
DX1078
DX107B
------- Accuracy Estimates (at 958 Confidence Level in cm)--------
DX1078
Type PID Designation North Fast Ellip
DX1078
DX1078
NETWORK DX1078 603 86 0.53 0.49 2.88
DX1078------------------------------
-- -- --------------------
DX1078
MODELED GRAV- 979,426.3 (mgal) NAVE) 88
DX1078
DX1078
VERT ORDER - FIRST CLASS I
DX1078
DX1078.IMF
positions are available for this station.
DX1078.The
horizontal coordinates were established by GPS observations
DX1078.and
adjusted by the National Geodetic Survey in February 2007.
DX1078
DX1078.The
datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007).
DX1078.See
National Readjustment for more information.
DX10?8.The
horizontal coordinates arevalid at the epoch date displayed above.
DX1078.The
epoch date for horizontal control is a decimal equivalence
DX1078.Of
Year/Month/Day.
M1078
DX1078.The
orthometric height was determined by differential leveling and
DX1078.adjusted
in June 1991.
DX107B
DX1078.Photoaraoha
are available for this station.
DX1078
DX1078.The
X, Y, and Z were computed from the position and the ellipsoidal or.
DX1078
DX1078.The
Laplace correction was computed from DEPLEC09 derived deflections.
DX1078
DX1078.
The ellipsoidal height was determined by GPS observations
DX1078.
and is referenced to NAD 83.
http://www.ngs.noaagov/cgi-biiVds_mark.pr1?PidBoX=DX1078 6/17/2010
DATASHEETS Page 2 Do
?ADx Ilr -
DX1078
DX1078.The geoid height was determined by GEOID09.
=1078
DX1078.The dynamic height is computed by dividing the NAVD 88
"-
DX107B.geopoteneial number by the normal gravity Value computed on the
DX107B.Geo6etic Reference System of 1980 (GRS 80) ellipsoid at 45
DX1078.degrees latitude (g = 980.6199 gale.).
DX1078
DX1078.The modeled gravity was interpolated from observed gravity values.
M1078
DX1078; North East Unita Scale Factor Converg.
DX1078;SPC CA 6 - 694,168.089 1,950,659.318 MT 1.00000567 -0 17
35.5
DX1078;SPC CA 6 - 2,277.449.81 6,399.788.11 sFT 1.00000567 -0 17
35.5
DX1078; UTM 11 - 3,752,893.900 520,007.888 NO 0.99960493 +0 07
14.8
W1078
DX1078! - Elev Factor x Scale Factor = Combined Factor
DX10781SPC CA 6 - 0.99991889 x 1.00000567 = 0.99992456
DX1078!UTM 11 - 0.99991889 x 0.99960493 = 0.99952385
DX1078
DX1078 SUPERSEDED SURVEY CONTROL
DX1078
DX1078 NAD 83(1998)- 33 54 58.58541(N) 116 47 00.79317(W) Au (2000.35)
A
DX1078 ELLIP H (04/03/01) 516.741 (m) GP( )
1 1
M1078 MAD 83(1998)- 33 54 58.58327(N) 116 47 00.79301(W) AD(199B.50)
A
DX1078 ELLIP H (04/06/00) 516.742 (m) GP(199B.50)
3 1
=1078 MAVD 88 (04/06/00) 548.28 (m) 1798.8 (f) LEVELING
3
M107B NOVO 29 (41/14/92) 547.476 (m) 1796.18 (f) ADJ UNCH
1 1
DX1078
DX1078.Superseded values are not recommended for survey control.
DX1078.NGS no longer adjusts projects to the MAD 27 or NOVO 29 datums.
DX1078.See file dsdata.txt to determine how the superseded data were derived.
DX1078
DX1078-U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2000752893( NAD 03)
DX1078_KARKER: DO = SURVEY DISK
DX1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DX1078-SP-SET: CONCRETE POST
DX1078_STAMPING: 603 86 68
DX1078_MARX LOGO: CA -065
DX1078_PROJECI'ION: PLUSH
DX1078_MAGNETIC: N = NO MAGNETIC MATERIAL
DX1078_STABILITY: C = MAY HOLD, BPP OF TYPE COMMONLY SUBJECT TO
DX107B+STABILITY: SURFACE MOTION
DX1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
DX1078+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2008
M1076
M1078 HISTORY - Date Condition Report By
DX1078 HISTORY - 1968 MONUMENTED CA -065
M107B HISTORY - 1978 GOOD NGS
DX1078 HISTORY - 1986 MOD NGS
DX1078 HISTORY - 19980618 GOOD RCFC
DX1078 HISTORY - 20000501 GOOD RCFC
DX1078 HISTORY - 20031201 GOOD JCLS
Dx1078 HISTORY - 20080609 GOOD DIGS
DX1078
DX1078 STATION DESCRIPTION
DX1070
DX1078'DESCRIBED BY RIVERSIDE COUNTY CALIFORNIA 1968
DX1078-AT CABAZON.
DX1078'IN CABAKON 45 FT. NORTH OF THE MAIN RAILROAD TRACK, 5 FT. SOUTH
DX1078'WEST OF MILE POST MARKER 574, 5 IT. NORTH WEST OF RAILROAD PHONE
http://w .ngs.mm.gov/cgi-binds nmxk.pr1?PidBOx=DX1078 6/17/2010
DATASHEETS Page 3 of
Dgcx ds?
DX1078' BOX, 210 FT. WEST OF BROAXAVU( ST. 98 FT. SOUTH OF THE EAST SO.
DX1078' LANE OF OLD STATE SPY. 60-70Q 2 FT. EAST OF PARKER POST SET A
DX1078-STANDARD BRASS DISK IN A CONCRETE POST 6 IN. ABOVE GROUND.
DX1078 b q b
DX1078 STATION RECOVERY (1998) S '
0X1078
DX1078' RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
OX100R' RECOVERED IN GEOD CONDITION.
0X1078 F 8
0X1078 STATION RECOVERY (1988)
0X1078
DX1018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
DX1078-RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN CABAZON,
DX1078'ALONG THE SOUTHERN PACIFIC RAILROAD, AT THE BROADWAY STREET CROSSING,
DX107B'63.0 M (206.7 FT) WEST OF THE STREET CENTERLINE, 29.0 M (95.1 FT)
DX107B'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE INTERSTATE
DX1078'HIGHWAY 30 BUSINESS ROUTE, 4.8 M (15.7 FT) NORTH OF THE NORTH RAIL OF
DX1078'A SIDE TRACK, 6.7 M (22.0 FT) NORTHEAST OF A SWITCH FOR A SIDE TRACK,
DX1078'1.5 M (4.9 FT) SOUTHWEST OP RAILROAD MILE POLE 574.
DX1078' ME MARK IS 0.45 METERS E FROM A WITNESS POST
DX1078'THE MARX IS ABOVE LEVEL WITH THE RAILROAD.
DX1078
0X1078 STATION RECOVERY )1998)
M1078
DX1078-RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 1998 (HAC)
DX1078' RECOVERED AS DESCRIBED.
0X1078
0x1078 STATION RECOVERY (2000)
0x1078
DX1078-RECOVERY NOTE BY RIVERSIDE COUNTY FLOOD CONTROL 2000 (MEI)
DX1078'THIS STATION WAS OBSERVED IN MAY, 2000 AS PART OF THE HECTOR MINE
DX1078' EARTHQUAKE FBN/CBN REOBSERVATION SURVEY.
DX1078'
DX1078
DX1078 STATION RECOVERY )2003)
DX1078
DX1078'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
DX1078-RECOVUM IN GOOD CONDITION.
DX1078
DX1078 STATION RECOVERY )2008)
DX1078
DX1078-MCOVUY NOTE BY US GEOLOGICAL SURVEY 2008 (AHC)
DX1078'RECOVERED IN GOOD CONDITION BY ALLEN H. CHRISTENSEN OF USGS
'* retrieval complete.
Elapsed Tune = 00:00:00
http://www.ngs.nova.gov/cgi-bin/ds_mark.prl7PidHox=DX1078 6/17/2010
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DATASHEETS I /� 9r Page 1 of
v J54A ss-
IuAvD s8
The NGS Data Sheet (62235 S-64G1
See file dedata.tat for more information about the datasheet.
DATABASE = ,PROGRAM = datasheet, VERSION = 7.85
1 National Geodetic Survey, Retrieval Date = JUNE 17, 2010
DX1066...........................::.........::.........+++x+...+r.......a.a..
DX1066 DESIGNATION - E 71 f)2Z,7825��bo (T43oro i,4I
DX1066 PID - Ox1066
DX1066 STATE/COUNTY- CA/RIVERSIDE
DX1066 DIGS QUAD - WHITE WATER (1996)
Dx1066
DX1066 *CURRENT SURVEY CONTROL
DX1066
DX1066' NAD 83(1986)- 33 55 08.0 (N) 116 40 59.3 (W) HD-HELD2
DX1066' NAVU 88 - 387.574 (meters) 1271.57 (feet( ADJUSTED
DX1066
DX1066 GEOID HEIGHT- -31.65 (meters( GWID09
DX1066 DYNAMIC HT - 387.119 (meters( 1270.07 (feet) COMP
DX1066 MODELED GRAN- 979,454.6 (mgal) NAVO 88
DX1066
DX1066 VERT ORDER - FIRST CLASS I
DX1066
DX1066.The horizontal coordinates were established by autonomous hand held GPS
DX1066.observations and have an estimated accuracy of +/- 30 meters.
DX1066
DX1066.The orthometric height was determined by differential leveling and
DX1066.adjusted in June 1991.
DX1066
DX1066.The geoid height was determined by GEOID09.
DX1066
UX1066.The dynamic height is computed by dividing the NAW 88
DX1066.geopotential number by the normal gravity value computed on the
DX1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DX1066.degrees latitude (g = 980.6199 gals.).
DX1066
DX1066.The modeled gravity was interpolated from observed gravity values.
DX1066
DX1G66; North East Units Estimated Accuracy
Dx1066;SPC CA 6 - 694,415. 1,959,946. NT (+1- 10 meters HH2 GPS)
DX1066
DX1066 SUPERSEDED SURVEY CONTROL
DX1066
DX1066 NGVD 29 (??/??/92) 386.776 (m) 1268.95 (E) ADJ UNCH 1 1
DX1066
DX1066.Superseded values are not recommended for survey control.
DKI066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
Dx1066.See file dsdata.txt to determine bow the superseded data were deriver-
DX1066
DX1066-D.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2928953207(NAD 83)
DX1066_JdARKER: DE = BEACH MARK DISK
DX1066-SETTING: 7 SET IN TOP OF CONCRETE MONUMENT
DX1066_SP_SET: CONCRETE POST
DX1066STAMPING: E 71 1928 1269.030
DX1066S K LOGO: CGS
DX1066-PROJECTION: PROJECTING 40 CENTIMETERS
DX1066 STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT 1b
http://www.ngs.noaa.gov/cgi-bin/ds_mark.prl7PidBoX=DX1066 6/17/2010
DATASHEETS Page 2 of 3
E� 44%
DX1066+STABILITY: SURFACE MOTION
DX1066
DX1066 HISTORY - Date Condition Report By
DX1066 HISTORY - 1928 MONUMENTED CGS
DX1066 HISTORY - 1960 GOOD NGS
0X1066 HISTORY - 196B GOOD CA -065
DX1066 HISTORY - 197B GOOD WE I
DX1066 HISTORY - 1986 GOOD ME
DX1066 HISTORY - 1980 GOOD NGS
DX1066
DX1066 STATION DESCRIPTION
DX1066
DX1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
DX1066'5.8 MI BE FROM CASAZON.
DX106615.8 MILES SOUTHEAST ALONG ALONG THE SOUTHERN PACIFIC RAILROAD
DX1066-FROM CABAZON, 2.3 MILES NORTHWEST OF PALM SPRINGS STATION )WHICH
DX1066'IS ABOUT 10 MILES NORTHWEST OF PALM SPRINGS). 77 FEET NORTHEAST
DX1066'OF MILEPOST 580, 101 FEET NORTH OF THE CENTERLINE OF THE TRACK,
DX1066'AT A FENCE BETWEEN THE RAILROAD AND THE OLD ABANDONED HIGHWAY
DX1066'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT.
DX1066
0X1066 STATION RECOVERY (1968)
DX1066
DX1066-RECOVERY NOTE BY RIVERSIDE COUNTY CALIFORNIA 1968
DX1066-MCOVEMD IN GOOD CONDITION.
0X1066
DX1066 STATION RECOVERY (1978)
DX1066
DX1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
DX10664RECOVERED IN GOOD CONDITION.
DX1066
DX1066 STATION RECOVERY (1986)
DX1066
DX1066-RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
DX1066'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 0.6 KM (0.4
DX1066'MI) NORTH ALONG INDIAN AVENUE (WHICH IS 1/2 BLOCK WEST ALONG ASKED
DX1066'ROAD FROM THE POST OFFICE IN PALM SPRINGS) THENCE 0.10 KM (0.06 MI)
DX1066-WEST ALONG VALMONTE ROAD, THENCE 12.8 RM (8.0 MI) NORTHWEST ALONG
DX1066-STATE HGIHNAY 111, THENCE 1.95 KM (1.21 MI) NORTHWEST ALONG TIPTON
DX1066'ROAD, THENCE 2.41 KM (1.50 MI) NORTHWEST ALONG A GRAVEL ROAD ALONG
DX10661THE NORTHEAST SIDE OF THE TRACKS, NEAR THE RED POLE SOUTHEAST OF
DX1066' RAILROAD MILEFOLE SBO, 9.4 METERS (31 FT) SOUTHWEST OF THE CENTER OF
DX1066-THE ROAD, 31.1 METERS (102 FT) NORTHEAST OF THE NORTHEAST RAIL AND
DX1066'48.8 METERS (160 ET) NORTHEAST OF THE 3RD POLE SOUTHEAST OF THE
DX1066'MILEPOLE.
DX1066-THE MARK IS 0.6 METERS N FROM A WITNESS POST
DX1066-THE MARK IS 0.3 M ABOVE THE ROAD.
0X1066
DX1066 STATION RECOVERY (1988)
DX1066
OX1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
DX10664RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 1.3 KM (0.80
DX1066'MI) WEST ALONG TIFTON ROAD FROM THE UNDERCROSSING OF INTERSTATE
DX1066'HIGHWAY 10 IN WHITEWATER, THENCE 0.9 KM (0.55 MI) SOUTH ALONG THE
M1066 -SAME TIFTON ROAD, THENCE 0.9 KM (0.55 MI) NORTHWEST ALONG AN ASPHALT
DX1066'ROAD ON THE NORTHEAST SIDE OF THE SOUTHERN PACIFIC RAILROAD, THENCE
DX1066'0.6 KM (0.35 MI) WEST ALONG A TRACK ROAD ON THE NORTH SIDE OF THE
DX1066' RAILROAD TO THE OVERCROSSING OF STATE HIGHWAY 111, THENCE CONTINUE
DX1066'0.9 RM (0.55 MI) WEST ALONG THE SAME TRACK ROAD ON THE NORTH SIDE OF
OX1066'THE RAILROAD, 3 POLES SOUTHEAST OF THE RAILROAD MILE POLE 580, 8.9 M
hap://w .np .noa gov/cgi-bin/ds mark.prl?PidBox=DX1066 6/17/2010
DATASHEETS
Page 3 of 3
5jeA wS7
DX1066'(29.2 FT) SOUTH OF THE CENTER OF THE TRACK ROAD, 29.7 M 199.4 FTI
UX1066'NORTH OF THE NORTH RAIL, 10.7 M (35.1 FTI WEST OF A SIGN --US SPRINT
DX1066' ONDERGROUND CABLE, 2.1 M (6.9 FT) EAST OF A FENCE POST, 1.2 M (3.9
DX1066'FT) WEST OF A PENCE POST.
DX1066'ME MARK 2S 0.45 METERS N FROM A WITNESS POST
DX1066'THE MARK IS 0.3 M ABOVE THE TRACK ROAD.
Elapsedrmal = 00: o 0o F 9 2 2 5 5 S' D.
http://w .ngs.noes.gov/cgi-bin/ds mark.prPPidBoz=DX1066 6/17/2010
Scour Bridges WD# B6-0581.txt
,6413545.91,1555.76,GND
,6413561.25,1554.46,GND
,6413570.19,1552.94,GND
6413572.04,1552.85,TOP WALL
,6413572.17,1549.74,GND
,6413593.93,1549.29,GND p g 2
.6413611.34,1548.49,GND
,6413625.41,1548.01,GND
,6413626.65,1551.72,TOP WALL
6413628.50,1552.69,GND
,6413631.59,1554.03,GND
.6413650.38.1553.86.GND
,6413600.43,1548.54,CL5\CLS CL PIER
6413632.22,1547.97,CLS\CLS? CL PIER
,6413618.72,1548.39,CLS\CLS CL PIER
6413638.56,1555.22,CE\CE COW EDGE
,6413636.60,1555.25,CE\CE COW EDGE
,6413636.73,1555.24,CE\CE COW EDGE
,6413636.58,1547.85,GND
6413612.89,1548.35,GND
,6413613.17,1SSS.7I,CE\CE COW EDGE
6413582.27,1556.46,CE\CE COW EDGE
,6413581.68,1556.51,CE\CE COW EDGE
,6413579.70,1556.56,CE\CE? COW EDGE
,6413582.59,1549.16,GND
,6413650.92,1547.38,CL5\CLS? CL PIER
,6426761.28,1349.92,TOP WALL
,6426761.61,1345.32, GND
6426764.10.1344.53, TOP WALL
,6426764.30,1336.94, END
6426763.97,1351.39,CE\CE COW EDGE
,6426763.99,1351.37,CE\CE CONC EWE
6426766.29,1351.42,CE\CE COW EWE
,6426766.34,1351.38,CE\CE COW EWE
,6426785.28,1351.16,CE\CE COW EWE
6426804.23,1350.98,CE\CE COW EWE
,6426821.78,1350.75,CE\CE COW EWE
,6426821.95,1350.71,CE\CE CONC EWE
6426824.11,1350.69,CE\CE CONC EWE
,6426824.18,1350.69,CE\CE COW EWE
,6426824.00,1350.72,CE\CE? CONC EWE
.6426821.91.1334.28,GND
,6426819.02,1334.89,GND
,6426821.62,1344.79,GND
,6426819.84,1344.56,ToP WALL
,6426822.03,1349.01,TOP WALL
.6426824.21.1349.19,GND
,6426844.77,1350.43,GND
,6426866.88,1350.46,GND
6426803.49,1334.93,GND
,6426786.10,1334.89,GNO
,6426785.42,1334.75,CLS\CLS CL PIER
,6426766.47,1336.04,GND
,6426796.21,1347.48,CLS\CLS? CL PIER
,6426804.35,1334.66,CLS\CLS CL PIER
,6426814.77,1347.17,CLS\CLS? CL PIER
.81,6399788.11,1798.80,BRASSD stamped 603-86-68
.88,6402226.16,1739.00,ROD
.66,6430262.69,1271.57,BRASSD STAMPED E-71
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Z06>7 DO E-QO cq
The NGS Data Sheet Fg2235 S-6461
Baa fila dadata.tzt for Wore information about the datasbea .
DATABASE _ ,PROGRAM = datasheet, VERSION = 7.85
1 National Geodetic Survey, Retrieval Date = JUNE 17, 2010
AH5228 x+xrr+u uxx«ur+xxx++x+u uxxx.x+++x«xxrx«.x+x xr+rxr+u rrxrxxxxx+rrx
AH5228 DESIGNATION - CABAZON
AH5228 PID - AH5228
AH5228 STATE/COUNTY- CA/RIVERSIDE
AH5228 URGE QUAD - CAEAZON (1996)
AH5228
AH5228 *CURRENT SURVEY CONTROL
AH5228
AH5228* NAD 83(2007)- 33 54 57.23050(N) 116 46 31.85835(W) ADJUSTED
AH5228* NAVD 88 - 530.2 (meters) 1739. (feet) GPS OBS
AH5228
AH5228 EPOCH DATE - 2007-00
AH5228 E - -2,387,126.123 (meters) COMP
AH5228 Y - -4,730,728.558 (meters) COMP
AH5228 Z - 3,538,987.177 (meters) COMP
AH5228 LAP,ACE CORR- 0-29 (seconds) DEMM09
AH5228 ELLIP HEIGHT- 498.806 (meters) (02/10/07) A STED
AH5228 GEOID HEIGHT- -31.53 (meters) GEOID09
AH5228
AH5228 ------ Accuracy Estimates (at 958 Confidence Level in cm) ----
AH5228 Type PID Designation North East Ellip
AH5228
AH5228 NETWORN AH5228 CABAZON 2.69 5.74 18.80
AH5228 _---_---_--_
AH5228
AH5228. The horizontal coordinates were established by GPS observations
AH5228. and adjusted by the National Geodetic Survey in February 2007.
AH5228
AH5228. Me datum tag of NAD 83(2007) is equivalent t0 NAD 83(NSRS2007).
AH5228.See National Readiustment for more information.
AH5228. Me horizontal coordinates are valid at the epoch date displayed abave.
AH5228. Me epoch date for horizontal control is a decimal equivalence
AH5228.of Year/Month/Day.
AH5228
AH5228. The orthometric height was determined by GPS observations and a
AH5228.high-resolution geoid medal.
AH5228
AH5228.The %, Y, and Z were computed from the position and the ellipsoidal ht.
AH5220
AH5228. Me Laplace correction Was computed from DEFLEC09 derived deflections.
AH5228
AH5228.The ellipsoidal height was determined by GPS observations
AH5228.and is referenced to HAD 83.
AH5228
AH5228. Me geoid height was determined by GEOID09.
AH5228
AH5228; North East Units Scale Factor Converg.
AH5228;SPC CA 6 - 694,122.391 1,951,402.436 MT 1.00000560 -0 17 19.6
AH5228;SPC CA 6 - 2,277,299.88 6,402,226.16 sFD 1.00000560 -0 17 19.6
AH5228;UTM 11 - 3,752,053.590 520,751.020 MT 0.99960531 s0 07 30.9
AH5228
http://w .ngs.nose.gov/cgi-bin/ds_mark.prl7PidBoz=AH5228 6/17/2010
AH5228!' - Elev Factor x Scale Factor = Combined Factor
AH5228!SPC CA 6 - 0.99992169 x 1.00000560 = 0.99992929
M52281CYR 11 - 0.99992169 x 0.99960531 = 0.99952703
M5228
AH5228 SUPERSEDED SURVEY CONTROL
M5228
M5228 HAD 83(1992)- 33 54 57.21772(N) 116 46 31.85087(W) AO(1992.88) B
M5228 RLLIP H (08/11/98) 498.783 (m) GP( ) 3 2
AH522B
AH5228.Superseded values are not recommended for survey control.
AH5228.NGS no longer adjusts projects to the HAD 27 or NGVD 29 datums.
AH5228.See file dsdata.txt to determine how the superseded data were derived.
M5228
AH5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SNT2075152853(NAD 83)
AH5228_MARKER: I = METAL ROD
AH522B_S=ING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
AH522B_MARA LUNG: CA -065
AH522B_PRWBCTI0N: FLUSH
AH522B MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
AH5228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
AH5228_SATEUITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AH522B+SATELLITE: SATELLITE OBSERVATIONS - December 02, 1992
M5228
M5228 HISTORY - Date Condition Report By
M5228 HISTORY - 1988 MONUMINTED CA -065
M5228 HISTORY - 19921202 GOOD NGS
M5228
AH5220 STATION DESCRIPTION
M5228
AH5228-DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (AJL) -
AH5228'THE STATION IS LOCATED ON THE EAST EDGE OF THE RURAL DESERT COMMUNITY
AH5228-OF CABAZON, ABOUT 6.4 EM (4.0 MI) EAST OF THE CITY OF BANNING IN THE
AH5228-SM GORGONIO PASS AREA OF RIVERSIDE COUNTY, ON FLOOD CONTROL PROPERTY
AH5228'ON THE WEST ACCESS ROAD OF CABAZON CHANNEL. OWNERSHIP --RIVERSIDE
AH5228'COUNTY FLOOD CONTROL. NCTE--A KEY FOR THE LOCKED GATE MAY BE OBTAINED
M5228 -AT THE RIVERSIDE COUNTY FLOOD CONTROL OFFICE, PHONE 714-275-1238. TO
AR5228'REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 30 AND STATE
AH52284HIGHWAY 243 (8TH STREET) IN BANNING, 00 EAST ON INTERSTATE HIGHWAY 10
M5228'FOR 10.1 KM (6.3 MI) TO THE DAMSON MAIN STREET EXIT RAMP, WHICH IS
AH5228'THE SECOND CABAZON INTERCHANGE, NEAR INTERSTATE 10 MILEPOST 19.50.
AH5228'BEAR RIGHT, EASTERLY AND SOUTHERLY, ON THE BRIT RAMP FOR 0.3 KM (0.2
AH5228'MI) TO THE T -INTERSECTION WITH MAIN STREET. TURN RIGHT, WESTERLY, ON
AH5228'11AIN STREET FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF BROADWAY. TURN
AH5228'LEFT, SOUTH, ON BROADWAY, CROSSING THE RAILROAD TRACES WITHIN 30 H,FOR
AH5228'0.24 KM 10.15 MI) TO AN INTERSECTION OF A PAVED ROAD. TURN LEFT, EAST,
M5228 -ON BONITA AVENUE FOR 0.80 RM (0.50 MI) TO THE FLOOD CONTROL CHANNEL.
A115228'TURN LEFT, NORTHWEST, BEFORE CROSSING THE BRIDGE, AND GO 10 M (32.8
M5228 -FT) ON THE LEFT WEST BANK TO A LOCKED GATE. PASS THROUGH THE GATE AND
AH52281CONTINUE ALONG THE DIRT ACCESS ROAD ALONG THE WEST BANK OF THE FLOOD
M5228-COMROL CHANNEL FOR 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT NEAR
AH5228'THE CENTER OF A TWIN GATE IN THE CHAINLINK FENCE. THE STATION IS A
AH5228'PUNCH MANK ON TOP OF A STAINLESS STEM ROD IN A 12.7 CM PVC PIPE WITH
AH52181LOCO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. THERE IS NO
AH5228'BTAMPING. IT IS 0.45 M (1.48 FT) NORTHWEST OF A WITNESS POST, 0.45 M
AH52281(1.48 FT) SOUTHEAST OF A WITNESS POST, 0.5 M (1.6 FT) NORTHEAST OF THE
AH5228'CENTER OF A COOPER GATE IN THE CHAINLINK PENCE AND 3.5 M (11.5 FT)
AH522B'SOOFHWEST OF THE WESTERLY EDGE OF A CONCRETE -LINED FLOOD CONTROL
AH52281CHANNEL.
11 retrieval complete.
hUpWmmv.ngRnoas.gov/cgi-binds n ark.prl?Pidl3oX=AH5228 6/17/2010