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fb2238 6564'r1 Index #1 Riverside County Survey: Field Book Table -of Contents FIELD BOOK # : 2238 SECTION(S) 3,4,5,10 SURVEY# : 6564 TOWNSHIP 8S WO #: BO --0512 RANGE 3W PROJECT NAME: Rancho California Road Index Number(s) Item Index Date Notes 1-2 Table of Contents 3-6 Fact Sheets 7-10 Point List 11-22 NGS Data Sheet 23-44 ISite information Form P:\SURVEY\001 FIELD BOOKS\Table of Contents\FB 2238\Field Book TOC_2238-6564 Rancho California Rd Index #2 PAGE INTENTIONALLY LEFT BLANK P:\SURVEY\001 FIELD BOOKS\Table of Contents\FB 2238\Field Book TOC 2238-6564 Rancho California Rd -EAJ DEX 3 FB2238 S-6'56;4 W.O. #: BO -0512 Project: Rancho Ca Rd City limits to De Luz Rd Date: 3111115 _� OASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS: BEING THE PER. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: AF q(v$(p CSRC SITE CODE: BILL NGS PID: CSRC SITE CODE: P471 NGS PID: CSRC SITE CODE: P484 . NGS PID: CSRC SITE CODE: PPBF NAD 83 (NSRS 2007) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000119754 ; CALCULATIONS MADE AT Point 5 ' `,"ING THE COORDINATES: N 2131044.95 E 6274142.77 ELEV 1755.86 AT PT # 5 CONVERGENCE ANGLE: -00 31'06^ BENCH MARK: THE BENCH MARK USED FOR THIS SURVEY IS T-78-81 DATUM: 1929 ELEVATION: 1433.62 DESCRIPTION: 3 112,A1um Disc in conc cylinder at N cor of Rancho Calif Rd & De Luz Rd. 31' NE of 1" IP,w/ plug RCE 26457 (!W B.C> PM 15259),5'N of P.P. 2150172E. BM T-78-81 Through T-84-81, T-75-81, & T-111-83 Point 6 is a GPS elegy. ELEVATIONS WERE DERIVED B� DIFFERENTIAL LEVELS BASED ON THE BENCH MARK ELEVATION AS DEFINED BY REFERENCE TO RIVERSIDE COUNTY BM INDEX CARDS -�r iDv;z-X 4 THIS PAGE LEFT INTENTIONALLY BLANK T -N QV ---x 5 F B 2 2 3 8 S -,656A BO -0512 Rancho Cal Fast static 1,2125728.3989,6282575.3384,1131.0200,BM T-84-81 ' 2,2122699-6333,6273571.6121,1590 8400 BM T-111-83 3,2125997.4287,6259361.7755,1186.2000,zP 1" LS 7171 Plug int De Luz & via Carrancho rd 4,2139731.2724,6270313.6805,1103.0100,3" Brass disc•DnO.5 in Cap Well int De Luz, Guava St, Hayes Rd 5,2131044.9518,6274142.7795,1755.8600,set 3/8" rebartrans plug FL 6,2126771.9708,6272274.6439,1507.1124,1 1/4" ip Dn 0.3' in well Rad Pt CL Calle Carrizo 150,2130535.6318,6266449.9785,1433.6200,REBAR set w/ Trans plug BILL,2154995.0550,6313564.0860,1648.7942, P471,2150594.8850,6168439.3950,684.3263, P484,2080488.1300,6448459.8210,4638.7068, PPBF,2248987.1190,'6278618.5710,1512.5597, �' Page 1 T-0 pEX a6', THIS PAGE LEFT INTENTIONALLY BLANK F82238 S-6564 �"DEx�- Rancho Calif Rd City limits to De Luz Rd Rancho Calf Rd De Luz Rd to City Limits Project file data ,,Vame: Size: Modified: Time zone: Reference number. Description: Point List State Plane 1983 (ITRF to NAD83) ITRF to NAD 1983 (2011) California Zone 6 0406 GEOID12A (Conus) NGVD 1929 ID Coordinate System Y:1SurveylS TRIMBLEITBCIBO-0512 Name: Rancho CaRBO-0512 Rancho CaRBO-0512 Datum: Rancho Cal Fast Static\BO-0512 Rancho (US survey foot) Zone: Cal Fast Stafic.vice Factor Geoid: 792 KB Vertical datum: 3/1112015 9:10:06 AM (UTC: -7) Pacific Standard Time 1 BO -0512 6282575.3384 Rancho Calf Rd De Luz Rd to City Limits BM T-84-81 Point List State Plane 1983 (ITRF to NAD83) ITRF to NAD 1983 (2011) California Zone 6 0406 GEOID12A (Conus) NGVD 1929 ID Northing Easting Elevation Feature Code Combined Scale Meridian (US survey foot) (US survey foot) (US survey foot) Factor convergence angle 1 2125728.3989 6282575.3384 1131.0200 BM T-84-81 0.9999093203 -0'30'11" 2 2122699.6333 6273571.6121 1590.8400 SM T-111-83 0.9998869659 -0°31'09" tl 2125997.4287 6259361.7755 1186.2000 IP 1" LS 7171 0.9999067124 -0°32'42" Plug int De Luz & Via Carrancho rd 4 2139731.2724 6270313.6805 1103.0100 3" Brass disc 0.9999127775 -0031'31" Dn0.5 in Cap Well int De Luz, Guava St, Hayes Rd 5 2131044.9518 6274142.7795 1755.8600 Set 318" rebar 0.9998802456 -0931'06" trans plug FL 6 2126771.9708 6272274.6439 1507.1124 1 114" ip Dn 0.3' 0.9998915052 -0°31'18" in well Rad Pt CL Calle Camzo 150 2130535.6318 6266449.9785 1433.6200 REBAR set wl 0.9998955454 -0031'56" Trans plug BILL 2154995.0550 6313564.0860 1648.7942 0.9998895674 -0026'51" P471 2150594.8850 6168439.3950 684.3263 0.9999346767 -0042'34" P484 2080488.1300 6448459.8210 4638.7068 0.9997379178 -0'12'14" L�'PBF 2248987.1190 6278618.5710 1512.5597 0.9999252928 -0030'44" THIS PAGE LEFT INTENTIONALLY BLANK I_. F B 2 2 3 B =-rv�T--n 3/11/2015 9:12:28 AM Y:ISurvey\S TRIMBLEITBCIBO-0512 Rancho - Trimble Business Center Cal\BO-0512 Rancho CaI1BO-0512 Rancho Cal Fast Static\BO-0512 Rancho Cal Fast Static.vice TMS PACE LEFT INTENTIONALLY B LAN K - i.LIIl l AJ111_A.L 1 0 F B 2 2 3 9 S -,656A , The NGS Data Sheet See file dsdata.txt for more information about the datasheet. m N m'X 11. . PROGRAM = datasheet95, VERSION = 8.6.1 1 National Geodetic Survey, Retrieval Date = MARCH 17, 2015 AF9686 AF9686 CORS - This is a GPS Continuously Operating Reference Station. AF9686 DESIGNATION - BILL GRM AF9686 CORS ID -- BILL AF9686 PID - AF9686 AF9686 STATE/COUNTY- CA/RIVERSIDE AF9686 COUNTRY - US AF9686 USGS QUAD - BACHELOR MTN (1978) AF9686 AF9686 *CURRENT SURVEY CONTROL AF9686 AF9686* NAD 83(2011) POSITION- 33 34 41.66355(N) 117 03 52.51376(W) ADJUSTED AF9686* NAD 83(2011) ELLIP HT- 470.780 (meters) (08/??/11) ADJUSTED AF9686* NAD 83(2011) EPOCH -- 2010.00 AF9686* NAVD 88 ORTHO HEIGHT - 503.154 (meters) 1650.76 (feet) ADJUSTED AF9686 AF9686 NAD 83(2011) X - -2,420,419.882 (meters) COMP AF9686 NAD 83(2011) Y - -4,737,132.756 (meters) COMP AF9686 NAD 83(2011) Z - 3,507,827.774 (meters) COMP AF9686 LAPLACE CORR - 3.76 (seconds) DEFLEC12A AF9686 GEOID HEIGHT -32.38 (meters) GEOID12A AF9686 VERT ORDER SECOND CLASS II AF9686 AF9686 Network accuracy estimates per FGDC Geospatial -Positioning Accuracy AF9686 Standards: AF9686 FGDC (95% conf, cm) Standard deviation (cm) CorrNE AF9686 Horiz Ellip SD_N SD E SD -h (unitless) AF9686-----_-------------------------------------------- - ------------------- AF9686 NETWORK 0.84 2.77 0.36 0.32 1.42 0.04626286 AF9686--___---------------------------------- AF9686 Click here for local accuracies and other accuracy information. AF9686 AF9686 AF9686.The horizontal coordinates were established by GPS observations AF9686.and adjusted by the National Geodetic Survey in August 2011. AF9686 .AF9686.NAD 83(2011) refers to NAA 83 coordinates where the -reference AF9686.frame has been affixed to the stable North American Tectonic Plate. AF9686 AF9686.The horizontal coordinates are valid at the epoch date displayed above AF9686.which is a decimal equivalence of Year/Month/Day. AF9686 AF9686.The orthometric height was determined by differential leveling and AF9686.adjusted by the NATIONAL GEODETIC SURVEY AF9686.in January 2006. AF9686 AF9686.No vertical observational check was made to the station. AF9686 AF9686.The XYZ, and position/ellipsoidal ht. are equivalent. AF9686 t http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 N DAX \2 s -7t8 THIS PAGE LEFT INTENTIONALLY BLANK - J Ji ► I A"L011LL I L] zNaF)( 13 AF9686.The Laplace correction was computed from DEFLEC12A derived deflections. AF9686 AF9686.The ellipsoidal height was determined by GPS observations AF9686.and is referenced to NAD 83. AF9686 AF9686. The following values were computed from the NAD 83(2011) position. AF9686 AF9686; North East Units Scale Factor Converg. AF9686;SPC CA 6 - 6.56,843.782 1,924,378.208 MT 0.99996320 -0 2651.5 AF9686;SPC CA 6 - 2,154,994.97 6,313,564.17 sFT 0.99996320 -0 26 51:5 AF9686;UTM 11 - 3,715,395.522 494,006.200 MT 0.99960044 -0 02 08.6 AF9686 AF9686! - Elev Factor x Scale Factor = Combined Factor AF9686!SPC CA 6 - 0.99992610 x 0.99996320 = 0.99988930 AF9686!UTM 11 - 0.99992610 x 0.99960044 = 0.99952657 AF9686 AF9686 SUPERSEDED SURVEY CONTROL AF9686 AF9686 ELLIP H (02/10/07) 470.791 (m) GP(2007.00) AF9686 NAD 83(2007)- 33 34 41.66159(N) 117 03 52-51115(W) AD(2007.00) 0 AF9686 NAD 83(CORS)- 33 34 41.65651(N) 117 03 52.50676(W) AD(2002.00) A AF9686 ELLIP H (03/??/02) 470.790 (m) GP(2002.00) 4 1 AF9686 NAD 83(CORS)- 33 34 41.65190(N) 117 03 52.50227(W) AD(1997.00) A AF9686 ELLIP H (07/??/98) 470.810 (m) GP(1997.00) 4 1 AF9686 NAVD 88 (03/05/03) 503.2 (m) UNKNOWN model used GPS OBS AF9686 NAVD 88 (04/03/01) 503.2 (m) UNKNOWN model used GPS OBS AF9686 AF9686.Superseded values are not recommended for survey control. AF9686 AF9686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. f�~ AF9686.See file dsdata.txt to determine how the superseded data were derived. AF9686 AF9686 U.S. NATIONAL GRID SPATIAL ADDRESS.: 11SMT9400615395(NAD 83) AF9686! AF9686 MARKER: Z = SEE DESCRIPTION AF9686_ SETTING: 0 UNSPECIFIED SETTING AF9686 SP SET: CGPS DB MONUMENT AF9686—STAMPING: NONE AF 9686_ MAGNETIC: N = NO MAGNETIC MATERIAL AF9686_ STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AF9686+STABILITY: POSITION/ELEVATION WELL AF9686_ SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AF9686+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003 AF9686 AF9686 HISTORY -- Date Condition Report By AF9686 HISTORY - UNK MONUMENTED USGS AF9686 HISTORY - 20031108 SEE DESCRIPTION CSRC AF9686 AF9686 STATION DESCRIPTION AF9686 AF96861DESCRIBED BY CALIFORNIA SPATIAL REFERENCE CENTER 2003 (RG) AF96861THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'BILL' AF9686'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES t AF96861ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE AF96861BY ANONYMOUS FTP OR THE WORLDWIDE WEB. AF9686' ftp://cors.ngs.noaa.gov/cors/README.txt AF9686' ftp://cors.ngs.n6aa.gov/cors/coord/co6rd_08 AF9686' ftp://cors.ngs.noaa.gov/cors/station_lo'g AF9686' http://geodesy.noaa.gov/CORS http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 THIS PAGE LEFT INTENTIONALLY ELANK ,. Llt�► i A�� i rage s oz s TN DFx 1 S *** retrieval complete. Elapsed Time = 00:00:•02 http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 THIS PAGE LEFT INTENTIONALLY BLANK rage 1 01 FB2238- S -6-56A :�h) OF -5< 191, The NGS Data Sheet See file dsdata.txt for more information about the datasheet. PROGRAM = datasheet95, VERSION = 8.6.1 1 National Geodetic Survey, Retrieval Date = MARCH 17, 2015 AJ1911 AJ1911 DESIGNATION - PPBF PERRIS PUMP BACK FAC GRM AJ1911 PID - AJ1911 AJ1911 STATE/COUNTY- CA/RIVERSIDE AJ1911 COUNTRY - U5 AJ1911 USGS QUAD - PERRIS'(1993) AJ1911 AJ1911 *CURRENT SURVEY CONTROL AJ1911 AJ1911* NAD -83(2011) POSITION- 33 50 08.60372(N) 117 10 55.47225(W) ADJUSTED AJ1911* NAD 83(2011) ELLIP HT- 428.818 (meters) (06/27/12) ADJUSTED AJ1911* NAD 83(2011) EPOCH - 2010.00 AJ1911* NAVD 88 ORTHO HEIGHT - 461.418 (meters) 1513.84 (feet) ADJUSTED AJ1911 AJ1911 NAD 83(2011) X - -2,422,872.036 (meters) COMP AJ1911 NAD 83(2011) Y - -4,718,029.033 (meters) COMP AJ1911 NAD 83(2011) Z - 3,531,564.254 (meters) COMP AJ1911 LAPLACE CORR - 3.51 (seconds) DEFLEC12A AJ1911 GEOID HEIGHT - --32.60 (meters) GEOID12A AJ1911 DYNAMIC HEIGHT - 460.893 (meters) 1512.11 (feet) COMP AJ1911 MODELED GRAVITY - 979,485.7 (mgal) NAVD 88 AJ1911 AJ1911 VERT ORDER - SECOND CLASS II AJ1911 AJ1911 Network accuracy estimates per FGDC Geospatial Positioning Accuracy AJ1911 Standards: AJ1911 FGDC (95% conf, cm) Standard deviation (cm) CorrNE AJ1911 Horiz Ellip SD_N SD_E SD—h (unitless) AJ1911--------------------------------------------------------------------- AJ1911 NETWORK 0.15 0.31 0.06 0.06 0.16 0.02388122 AJ1911---------------------------------------------------------------------- AJ1911 Click here for local accuracies and other accuracy information. AJ1911 AJ1911 AJ1911.The horizontal coordinates were established by GPS observations AJ1911.and adjusted by the National Geodetic Survey in June 2012. AJ1911 AJ1911.NAD 83(2011) refers to NAD 83 coordinates where the reference AJ1911.frame has been affixed to the stable North American tectonic plate. See AJ1911.NA2011 for more information. AJ1911 AJ1911.The horizontal coordinates are valid at the epoch date displayed above AJ1911.which is a decimal equivalence of Year/Month/Day. AJ1911 AJ1911.The orthometric height was determined by differential leveling and AJ1911.adjusted by the NATIONAL GEODETIC.SURVEY AJ1911.in January 2006. AJ1911 AJ1911.No vertical observational check was made to the station. AJ1911 http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 `rN flv--X 1� THIS PACE LEFT INTENTIONALLY BLANK 0 --AJA1A6rMr116 rage L of d :E7tiDFX,- q, AJ1911.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ1911 AJ1911.The Laplace correction was computed from DEFLEC12A derived deflections. AJ1911 _ AJ1911�The ellipsoidal height was determined by GPS observations AJ1911.and is referenced to•NAD 83. AJ1911 AJ1911.The dynamic height is computed by dividing the NAVD 88 AJ1911.geopotential number by the normal gravity value computed on the AJ1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ1911.degrees latitude (g = 980.6199 gals.). AJ1911 AJ1911.The modeled gravity was interpolated from observed gravity values. AJ1911 AJ1911. The following values were computed from the NAD 83(2011) position. AJ1911 AJ1911; North East Units Scale Factor Converg. AJ1911;SPC CA 6 - 685,492.627 1,913,726.791 MT 0.99999239 -0 30 43.9 AJ1911;SPC CA 6 - 2,248,987.06 6,278,618.65 sFT 0.99999239 -0 30 43.9 AJ1911;UTM 11 - 3,743,956.446 483,153.401 MT 0.99960350 -0 06 05.0 AJ1911 AJ1911! - Elev Factor x Scale Factor = Combined Factor AJ1911!SPC CA 6 - 0.99993269 x 0.99999239 = 0.99992508 AJ1911!UTM 11 - 0.99993269 x 0.99960350 = 0.99953621 AJ1911 AJ1911 SUPERSEDED SURVEY CONTROL AJ1911 AJ1'911 NAD 83(2007)- 33 50 08.60168(N) 117 10 55.46992(W) AD(2007.00) 0 AJ1911 ELLIP H (02/10/07) 428.834 (m) GP(2007.00) AJ1911 NAD 83(1998)- 33 50 08.59591(N) 117 10 55'.46461(W) AD(2000.35) A ' AJ1911 ELLIP H (04/03/01) 428.844 (m) GP(2000.35) 1 1 AJ1911 NAVD 68 (04/03/01) 461.4 (m) GEOID99 model used GPS OBS AJ1911 AJ1911.Superseded values are not recommended for survey control. AJ1911 AJ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ1911.See file dsdata.txt to determine how the superseded data were derived. AJ1911 AJ1911 U.S. NATIONAL GRID SPATIAL ADDRESS: 11SMT8315343956(NAD 83) AJ1911 AJ1911 MARKER: Z = SEE DESCRIPTION AJ1911 SETTING: 0 = UNSPECIFIED SETTING AJ1911 SP SET: CGPS DB MONUMENT AJ1911^_MARK LOGO: NONE AJ1911 MAGNETIC: N = NO MAGNETIC MATERIAL AJ1911 STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AJ1911 SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ1911+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004 AJ1911 AJ1911 HISTORY - Date Condition Report By AJ1911 HISTORY - 2001 MONUMENTED NGS AJ1911 HISTORY - 20041015 GOOD CSRC AJ1911 AJ1911 STATION DESCRIPTION AJ1911 AJ1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 AJ19111THIS IS A CALIFORNIA CORS. I� AJ1911'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AJ1911'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AJ1911'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 INDEX 2.Cj THIS PAGE LEFT INTENTIONALLY BLANK 0A'1'ASHEE1'S Page 3 of 3 .T_ N flex AJ1911'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGl AJ1911 AJ1911 STATION RECOVERY (2004) AJ1911 AJ1911'RECOVERY NOTE BY CALIFORNIA SPATIAL REFERENCE CENTER 2004 (RG) AJ1911'PPBF IS A CONTINUOUS GPS (CGPS) SITE LOCATED AT THE MWD PERRIS AJ1911'PUMPBACK FACILITY BELOW PERRIS DAM, IN PERRIS, CA. IT IS A SOUTHERN AJ1911'CALIFORNIA INTEGRATED GPS NETWORK (SCIGN) CONTINUOUS GPS (CGPS) AJ1911'MONUMENT. IT IS A WYATT-AGNEW DRILLED BRACED MONUMENT. MOUNTED ON AJ1911'THIS MONUMENT IS A SCIGN ANTENNA ADAPTOR (DETAILED SPECIFICATIONS OF AJ1911'THE CONSTRUCTION OF THE MONUMENT AND THE MACHINED SPECIFICATIONS OF AJ1911'THE ADAPTOR ARE AVAILABLE ON THE SCIGN/USGS WEB SITES) WITH A AJ1911'STANDARD GEODETIC REFERENCE MARK (GRM) ON THE BOTTOM HALF OF THE AJ1911'ADAPTOR, WHICH IS PERMANENTLY INSTALLED ON THE MONUMENT. DAILY GPS AJ1911'DATA AND MORE INFORMATION ON THIS SITE IS AVAILABLE AT THE CSRC WEB AJ1911'SITE (CSRC.UCSD.EDU). *** retrieval complete. Elapsed Time = 00:00:02 http://www.ngs.noaa.gov/cgi-bin/ds_desig.prl 3/17/2015 1 w Dix 22-, THUS PAGE LEFT INTENTONALLY BLANK ,j F B 2 2 3 9 S -.656A p471 P471 Site Information Form (site log) International GPS Service ' See Instructions at: ftp://igscb.jpl.nasa.gov/pub/station/general/sitelog_instr.txt 0 . Form Prepared by (full name) Susan Jeffries Date Prepared 2013-09-17 Report Type UPDATE If Update:' Previous site Log p471_20130917.log Modified/Added sections (n.n,n.n.... ) 1. Site Identification of the GNSS Monument Site Name Four Character ID Monument Inscription IERS DOMES Number CDP Number Monument Description Height of the Monument Monument Foundation Foundation Depth Marker Description Date Installed Geologic Characteristic Bedrock Type Bedrock condition Fracture Spacing Fault zones nearby Distance/activity Additional Information 2. Site Location Information San7uanCrkCS2005 P471 (A9) (A4) DEEP -DRILLED BRACED (m) (STEEL RODS, CONCRETE BLOCK, ROOF, etc) (m) UNKNOWN 2005-07-27TOO:OOz (BEDROCK/CLAY/CONGLOMERATE/GRAVEL/SAND/etc) (IGNEOUS/METAMORPHIC/SEDIMENTARY) (FRESH/JOINTED/WEATHERED) (1-10 cm/11-50 cm/51-200 cm/over 200 cm) (YES/No/name of the zone) (multiple lines) city or Town San Juan Capistrano state or Province California country United states Tectonic Plate Pacific Approximate Position (ITRF) X coordinate (m) -2460056.6856 Y coordinate (m) --4717507.0855 Z coordinate (m) 3506174.6584 Latitude (N is +) : +333343.65 Longitude (E is +) -1173227.11 Elevation (m,ellips.) 174.7547 Additional Information 3. GNSS Receiver Information 3.1 Receiver Type TRIMBLE NETRS satellite System GPS Serial Number 4541260334 Firmware Version 1.1-2 19 Apr 2005 Elevation Cutoff Setting 0 deg Date Installed 2005-01-10T00:00Z Date Removed 2010-07-3OT20:00Z Page 1 THIS PAGE LEFT INTENTIONALLY SLANK r N mx 2s p471 Temperature Stabiliz. : none '-. Additional Information : (multiple lines) 3.2 Receiver Type : TRIMBLE NETRS Satellite system : GPS serial Number : 4541260334 Firmware Version : 1.3-0 Elevation Cutoff setting : 0 deg Date Installed : 201.0-07-3OT20:00z Date Removed : (CCYY-MM-DDThh:mmz) Temperature Stabiliz. : none Additional Information : (multiple lines) 3.x Receiver Type : (A20, from rcvr_ant.tab; see instructions) Satellite System : (GPS+GLO+GAL+BDS+QZSS+SEAS) serial Number : (A20, but note the first A5 is used in SINEX) Firmware Version (All) Elevation Cutoff setting (deg) Date Installed (CCYY-MM-DDThh:mmz) Date Removed (CCW-MM-DDThh:mmz) Temperature Stabiliz. (none or tolerance in degrees C) Additional Information (multiple lines) 4. GNSS Antenna Information 4.1 Antenna Type TRM29659.00 SCIT serial Number 0220365610 Antenna Reference Point BPA Marker ->ARP Up Ecc. (m) 0.0083 Marker ->ARP North ECC(m) Marker ->ARP East Ecc(m) '- Alignment from True N deg Antenna Radome Type SCIT Radome serial Number 1313 Antenna Cable Type (vendor & type number) Antenna Cable Length (m) Date Installed 2005-07-27TOO:OOz Date Removed (CCYY-MM-DDThh:mmz) Additional Information (multiple lines) 4.X Antenna Ty a (A20, from rcvr_ant.tab; see instructions) serial Number (A*, but note the first A5 is used in SINEX) Antenna Reference Point : (BPA/BCR/XXX from "antenna.gra"; see instr.) Marker -->ARP Up ECC. (m) (F8.4) Marker ->ARP North ECC(m) (F8.4) Marker -->ARP East ECC(m) : (F8.4) Alignment from True N : (deg; + is clockwise/east) Antenna Radome Type : (A4 from rcvr_ant.tab; see instructions) Radome serial Number Antenna Cable Type (vendor & type number) Antenna Cable Length (m) Date Installed (CCYY--MM-DDThh:mmz) Date Removed (CCYY-MM-DDThh:mmz) Additional information (multiple lines) 5. surveyed Local Ties 5.X Tied Marker Name Tied Marker -Usage (SLR/VLSI/LOCAL CONTROL/FOOTPRINT/etc) Tied Marker CDP Number (A4) Tied Marker DOMES Number (A9) Differential components from GNSs Marker to the tied monument (ITRS) Page 2 -J::70DeX 2 -IG THIS FADE LEFT INTENTIONALLY ELAND ' dx (m) dz (m; Accuracy (mm) Survey method Date Measured Additional Information 6. Frequency standard 6.1 Standard Type Input Frequency Effective Dates Notes 6.x standard Type Input Frequency Effective Dates Notes 7. collocation Information 7.x Instrumentation Type status Effective Dates Notes �t DAX p471 W (mm) (GPs CAMPAIGN/TRILATERATION/TRIANGULATION/etc) (CCYY-MM-DDThh:mmz) (multiple lines) INTERNAL 2005-01-10/CCYY-MM-DD (multiple lines) (INTERNAL or EXTERNAL H--MASER/CEsium/etc) (if external) (CCYY-MM--DD/CCYY-MM-DD) (multiple lines) : {GPs/GLONASS/DORIS/PRARE/SLR/VLSI/TIME/etc) (PERMANENT/MOBILE) (CCYY-MM-DD/CCYY-MM-DD) (multiple lines) 8. Meteorological instrumentation ' 8.1.x Humidity sensor Model Manufacturer Serial Number Data Sampling Interval : (sec) Accuracy (% rel h) : (% rel h) Aspiration : (UNASPIRATED/NATURAL/FAN/etc) Height Diff to Ant : (m) Calibration date : (CCYY-MM-DD) Effective Dates : (CCYY-MM-DD/CCYY-MM-DD) Notes : (multiple lines) 8.2.x Pressure sensor Model Manufacturer serial Number Data sampling Interval (sec) Accuracy (hPa) Height Diff to Ant (m) Calibration date (CCYY-MM-DD) Effective Dates (CCYY-MM-DD/CCYY-MM-DD) Notes (multiple lines) 8.3.x Temp. Sensor Model Manufacturer Serial Number Data Sampling Interval (sec) Accuracy (deg c) Aspiration (UNASPIRATED/NATURAL/FAN/etc) Height Diff to Ant : (m) calibration date : (CCYY-MM-DD) Effective'Dates : (CCYY-MM-DD/CCYY-MM-DD) Notes : (multiple lines) ' Page 3 2AF -T -OUT --y 2*?_ THIS PAGE LEFT INTENTIONALLY BLANK THIS PAGE LEFT INTENTIONALLY BLANK SN t)e:K 2 p471 8.4.x water vapor Radiometer Manufacturer serial dumber Distance to Antenna (m) Height Diff to Ant (m) Calibration date (CCW -MM -DD) Effective Dates (CCYY-MM-DD/CCYY-MM-DD) Notes (multiple lines) 8.5.x other Instrumentation (multiple lines) 9: Local ongoing Conditions Possibly Affecting Computed Position 9.1.x Radio Interferences : (TV/CELL PHONE ANTENNA/RADAR/etc) Observed Degradations : (SN RATIO/DATA GAPS/etc) ,Effective Dates : (CCYY-MM-DD/CCYY-MM--DD) Additional information : (multiple lines) 9.2.x Multipath Sources : (METAL ROOF/DOME/VLBI ANTENNA/etc) Effective Dates : (CCYY-MM-DD/CCYY-MM-DD) Additional Information : (multiple lines) 9.3.x Si nal Obstructions (TREES/BUILDINGS/etc) Nfective Dates (CCYY-MM-DD/CCYY-MM-DD) Additional Information (multiple lines) 10. Local Episodic Effects Possibly Affecting Data Quality 10.x Date (CCYY-MM-DD/CCYY-MM-DD) Event (TREE CLEARING/CONSTRUCTION/etc) 11. On -Site, Point of Contact Agency Information Agency Preferred Abbreviation Mailing Address Primary Contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail Secondary Contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail Additional information : Karl Feaux : 303-381-7556 303-381-7552 feaux@unavco.org (multiple lines) 12. Responsible Agency (if different from 11.) Agency Preferred Abbreviation (A10) Mailing Address Primary Contact Contact Name Telephone (primary) Telephone (secondary) Page 4 THIS PAGE LEFT INTENTIONALLY BLANK p471 Fax E-mail secondary contact Contact [game Telephone' (primary) Telephone (secondary) Fax E-mail Additional Information (multiple lines) 13. More Information Primary Data Center UNAVCO Boulder Facility Archive secondary Data center URL for More Information http://www.unavco.org Hardcopy on File Site Map (Y or URL) site Diagram (Y or URL) Horizon Mask (Y or URL) Monument Description (Y or URL) site Pictures (Y or URL) Additional Information (multiple lines) Antenna Graphics with Dimensions TRM29659.00 TRM59800.00 TRM59800.80 TRM59900.00 +--------------------------------------------------+ +-+-------------------------------------------------+-+ --------------------+-------------+-------------------+ I +------X------+ <-- 0.3810 --> Page 5 <---- 0.1020 TCR <-- 0.0381 <-- 0.0350 BCR <---- 0.0000 BPA=ARP THIS PAGE LEFT INTENTIONALLY SLANK F'B2238' S -656,'q x p484 P484 Site Information Form (site log) International GPS Service See Instructions at: ftp://igscb.jpl.nasa.gov/pub/station/general/sitelog_instr.txt 0. Form Prepared by (full name) : Susan Jeffries Date Prepared : 2014-12-16 Report Type : UPDATE if update: Previous site Log : p484-20130917.log Modified/Added sections : (n.n,n.n,...) 1. Site Identification of the GLASS Monument Site Name Four Character ID Monument Inscription IERS DOMES Number CDP Number Monument Description Height of the Monument Monument Foundation Foundation Depth Marker Description Date Installed Geologic Characteristic Bedrock Type Bedrock condition Fracture Spacing Fault zones nearby Distance/activity Additional Information 2. Site Location Information Sky0aksBFSCS2005 P484 (A9) (A4) SHALLOW -DRILLED BRACED (m) UNKNOWN (m) UNKNOWN 2005--06--17T00: OOz (BEDROCK/CLAY/CONGLOMERATE/GRAVEL/SAND/etc) (IGNEOUS/METAMORPHIC/SEDIMENTARY) (FRESH/JOINTED/WEATHERED) (1--10 cm/11-50 cm/51--200 cm/over 200 cm) (YES/No/Name of the zone) (multiple lines) City or Town Chihuahua Valley State or Province California Country United States Tectonic Plate Pacific Approximate Position (ITRF) X coordinate (m) -2389555.8235 Y coordinate (m) 4 1 4 Z coordinate (m) Latitude (N is +) Longitude (E is +) Elevation (m,ellips.) Additional Information 3. GLASS Receiver Information 3.1 Receiver Type satellite system serial Number Firmware version Elevation Cutoff Setting Date Installed Date Removed - 76750 .5 89 3489580.298 +332232.13 1163715.01 1382.4815 TRIMBLE NETRS GPS 4427235671 1.1-2 19 Apr 2005 0 deg 2005-06-17TOO:OOz 2006-10-06TOO:OOz Page 1 r3 � THIS PAGE LEFT INTENTIONALLY BLANK �f Temperature Stabiliz. Additional Information 3.2 Receiver Type satellite system serial Number Firmware version Elevation -cutoff Setting Date Installed Date Removed Temperature Stabiliz. Additional Information 3.3 Receiver Type Satellite system Serial Number Firmware version Elevation Cutoff setting Date Installed Date Removed Temperature stabiliz. Additional Information 3.4 Receiver Type satellite system serial Number Firmware Version Elevation cutoff Setting Date installed Date Removed Temperature stabiliz. Additional information 3.5 Receiver Type satellite system Serial Number Firmware Version Elevation Cutoff setting Date installed Date Removed Temperature Stabiliz. Additional information 3.x Receiver Type Satellite System serial Number Firmware Version Elevation Cutoff Setting Date installed Date Removed Temperature Stabiliz. Additional information 4. GNSS Antenna Information 4.1 Antenna Type Serial Number Antenna Reference Point Marker ->ARP Up ECC. (m) Marker ->ARP North ECC(m) Marker ->ARP East ECC(m) Alignment from True N --�►sZ>V-X 35 p484 : none : (multiple lines) : TRIMBLE NETRS : GPS : 4549261300 : 1.1-2 19 Apr 2005 : 0 deg : 2006-10-06TOO:OOZ : 2010-07-11T22:01Z : none : (multiple lines) : TRIMBLE NETRS : GPS : 4549261300 : 1.3-0 : 0 deg : 2010-07-11T22:01z : 2011-10-26T18:01z : none : (multiple lines) TRIMBLE NETRS GPS 4552261620 1.3-0 0 deg 2011-10-26T18:01Z 2014-12-1OT13:02Z none (multiple lines) TRIMBLE NETR9 GPS 5213KB3442 4.85 deg 2014-12-10T13:02z (CCYY-MM-DDThh:mmz) none (multiple lines) (A20, from rcvr_ant.tab; see instructions) (GPS+GLO+GAL+BDS+QZSS+SBAS) (A20, but note the first A5 is used in SINEX) (All) (deg) (CCYY-MM--DDThh :mmz) (CCYY--MM--DDThh : mmz) (none or tolerance in degrees C) (multiple lines) : TRM29659.00 SLIT : 0220363249 : BPA : 0.0083 deg Page 2 THIS PAGE LEFT INTENTIONALLY BLANK 4.2 4.x 5. 5.x -7- N iC:>T-)( 31 p484 Antenna Radome Type SCIT_, Radome Serial Number 1498 Antenna cable Type (vendor & type number) Antenna Cable Length (m) Date Installed 2005--06-17TOO:OOz Date Removed : 2014-12-IOT13:01Z Additional Information (multiple lines) Antenna Type Serial Number Antenna Reference Point Marker ->ARP Up Ecc. (m) Marker -->ARP North ECC(m) Marke r ->ARP East ECC(m) Alignment from True N Antenna Radome Type Radome serial Number Antenna Cable Type Antenna Cable Length Date Installed Date Removed Additional Information Antenna Type Serial Number Antenna Reference Point Marker ->ARP Up Ecc. (m) Marker ->ARP North Ecc(m) Marker ->ARP East Ecc(m) Alignment from True N Antenna Radome Type Radome Serial Number Antenna Cable Type Antenna Cable Length Date Installed Date Removed Additional Information Surveyed Local Ties Tied Marker Name Tied Marker usage Tied Marker CDP Number Tied Marker DOMES Number Differential Components dx (m) dy (m) dz (m) Accuracy (mm) survey method Date Measured Additional Information 6. Frequency standard 6.1 standard Type Input Frequency Effective Dates Notes 6.x standard Type Input Frequency TRM59800.80 SCIT 0220369443 BPA 0.0083 deg SCIT 1498 (vendor & type number) (m) 2014-12-10T13:01z (CCYY-MM-DDThh:mmz) (multiple lines) (A20, from rcvr—ant.tab; see instructions) (A*, but note the first A5 is used in SINEX) (BPA/BCR/XXX from "antenna.gra"; see instr.) (F8.4) (F8.4) (F8.4) (deg; + is clockwise/east) (A4 from rcvr—ant.tab; see instructions) (vendor & type number) (CCYY-MM-DDThh:mmz) (CCYY-MM-DDThh:mmz) (multiple lines) : (SLR/VLBI/LOCAL CONTROL/FOOTPRINT/etc) : (A4) : (A9) from GLASS Marker to the tied monument (ITRS) (m) W . (m) (mm) (GPS CAMPAIGN/TRILATERATION/TRIANGULATION/etc) (CCYY-MM-DDThh:mmZ) (multiple lines) : INTERNAL : 2005-06-17/CCYY-MM-DD : (multiple lines) (INTERNAL or EXTERNAL H-MASER/CESIUM/etc) (if external) Page 3 -N DWx 3.8- - THIS PAGE LEFT INTENTIONALLY BLANK C 1� 10 Effective Dates Notes 7. collocation information 7.x Instrumentation Type Status Effective Dates Notes 8. Meteorological Instrume 8.1.x Humidity Sensor Model Manufacturer Serial Number Data Sampling Interval Accuracy (% rel h) Aspiration Height Diff to Ant calibration date Effective Dates Notes 8.2.x Pressure Sensor Model Manufacturer Serial Number Data sampling Interval Accuracy Diff to Ant calibration date Effective Dates Notes )�-NflF-x 3`I p484 (CCYY-MM--DD/CCYY-MM-DD) (multiple lines) : (GPS/GLONASS/DORIS/PRARE/SLR/VLBI/TIME/etc) : (PERMANENT/MOBILE) : (CCYY-MM-DD/CCYY-MM-DD) : (multiple lines) ntati on 8.3.x Temp. Sensor Model Manufacturer Serial Number Data sampling Interval Accuracy Aspiration Height Diff to Ant Calibration date Effective Dates Notes 8.4.x Water Vapor Radiometer Manufacturer Serial Number Distance to Antenna Height Diff to Ant calibration date Effective Dates Notes : (sec) : (% rel h) : (UNASPIRATED/NATURAL/FAN/etc) : (m) : (CCYY-MM-DD) : (CCW-MM-DD/CCYY-MM-DD) : (multiple lines) : (sec) : (hPa) : (m) : (CCYY-MM--DD) : (CCYY-MM-DD/CCYY-MM-DD) : (multiple lines) (sec) : (deg C) : (UNASPIRATED/NATURAL/FAN/etc) : (m) : (CCW -MM -DD) : (CCYY-MM-DD/CCYY-MM-DD) : (multiple lines) . (m) . (m) (CCW -MM -DD) (CCYY-MM-DD/CCYY-MM-DD) (multiple lines) 8.5.x other Instrumentation : (multiple lines) 9. Local ongoing Conditions Possibly Affecting Computed Position 9.1.x Radio Interferences observed Degradations Effective Dates (TV/CELL PHONE ANTENNA/RADAR/etC) (SN RATIO/DATA GAPS/etc) (CCYY--MM-DD/CCYY-MM-DD) Page 4 �tiox 4v, THIS PAGE LEFT INTENTIONALLY BLANK -k- N fle X 12. Responsible Agency (if different from 11.) Agency Preferred Abbreviation Mailing Address Primary Contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail secondary contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail Additional Information 13. More Information (A10) (multiple lines) Primary Data Center UNAVCO Boulder Facility Archive secondary Data Center URL for More Information http://www.unavco.org Hardcopy on File site Map (Y or URL) Page 5 p484 Additional Information : (multiple lines) 9.2.x Multipath sources : (METAL ROOF/DOME/VLBI ANTENNA/etc) Effective Dates : (CCYY-MM-DD/CCYY-MM-DD) Additional Information : (multiple lines) 9.3.x Si nal Obstructions : (TREES/BUILDINGS/etc) Etfecti ve Dates : (CCYY--MM-DD/CCW--MM--DD) Additional Information : (multiple lines) 10. Local Episodic Effects Possibly Affecting Data Quality 10.X Date : (CCYY--MM--DD/CCYY--MM--DD) Event : (TREE CLEARING/CONSTRUCTION/etc) 11. On -Site, Point of contact Agency Information Agency Preferred Abbreviation Mailing Address Primary Contact Contact Name Karl Feaux Telephone (primary) 303--381-7556 Telephone (secondary) Fax 303-381-7552. E-mail feaux@unavco.org Secondary Contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail Additional Information (multiple lines) 12. Responsible Agency (if different from 11.) Agency Preferred Abbreviation Mailing Address Primary Contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail secondary contact Contact Name Telephone (primary) Telephone (secondary) Fax E-mail Additional Information 13. More Information (A10) (multiple lines) Primary Data Center UNAVCO Boulder Facility Archive secondary Data Center URL for More Information http://www.unavco.org Hardcopy on File site Map (Y or URL) Page 5 THIS PAGE LEFT - INTENTIONALLY BLANK 4 7�--N.DY,X 3 p484 Site Diagram (Y or URL) Horizon Mask (Y or URI.) Monument`Description (Y or URL) Site Pictures (Y or URL) Additional Information (multiple lines) Antenna Graphics with Dimensions TRM29659.00 TRM59800.00 TRM59800.80 TRM59900.00 I +------------------------------------------•--•-••-------+ <•--- 0.1020 TCR --------------......-----------------------------------+-+ <-- 0.0381 +----------------------------------+-------------------+ <-- 0.0350 BCR I I =1 I +------x--------+ <-- 0.0000 BPA=ARP <-- 0.3810 --> Page 6 -1:Q �>V--x HA THIS PAGE LEFT INTENTIONALLY BLANK