Loading...
2000-655507 f RECORD OF SURVEY MAP 14r:d NO 16 8 jL SHEET 1 OF 5 SHEETS FIRST ORDER HORIZONTAL CONTROL NETWORK DIAGRAM RECORD OF SURVEY SURVEYED DECEMBER 3RD, 1999 WITH GPS STATIC SURVEY METHODS OF RIVERSIDE COUNTY A GEODETIC NETWORK IN SAN DIEGO COUNTY. 5TATE OF CALIFORNIA. SAN DIEGO COUNTY 4p YUNG BASIS OF COORDINATES O� THE BA515 OF COORDINATES FOR THI5 SURVEY I5 TH WHITE ROCK E CALIFORNIA COORDINATE RIVERSIDE COUNTY SYSTEM. ZONE G. 1983 DATUM. AS DEFINED BY SECTIONS 8801 TO 8819 OF THE SAN DIEGO COUNTY CALIFORNIA PUBLIC RESOURCES CODE. THE REFERENCE FRAME USED FOR THI5 a RSMF 262 ■ C - 1C -8 SURVEY WAS THE NATIONAL SPATIAL REFERENCE SYSTEM CN5R5-) PROVIDED BY THE F ALLS.rR PALOMAR MOUN AIN NATIONAL GEODETIC SURVEY. 5DGP5 01 Og3WCC 1 15 -50.5 0155ERVATORY CORS 5DGP5 07 5DGP5 02 ■ 5D PMOB) GHC -1C -7 ❑ 102WCC 79 LEGEND J 5DGP5 03 'll TE 22 = CONTINUOUSLY OPERATING REFERENCE STATION CCOR5) IN R� 15 -44.2 7q -3 7.q �Ir�\1 N rr 522 � SAN DIEGO COUNTY INCLUDED IN DATA PROCESSING. OTHER CORS r' \ (y J FROM THE SOUTHERN CALIFORNIA INTEGRATED GP5 NETWORK JPr -3JJ J G- P -G2 OUTSIDE OF SAN DIEGO COUNTY AND INCLUDED IN THE DATA C ii ' "i• PROCE51NG NOT SHOWN HEREON IN ORDER TO KEEP MAP SCALE 1121 VCC51 c ` ""� " GA 11 -OS J r�) J \) �' REASONABLE. i +rii �i +v .: Fri ?{e+YY:�i.v VALLrY "`''`� FOUND B ORDER NAD83 C1991.35) HORIZONTAL CONTROL POINT r�J\ JJ� r \l) S r r r LAKE „f`+``{ OF THE SAN DIEGO COUNTY HIGH PREC15ION GEODETIC CONTROL 15 L r J \J T. J R HENSHAW " MONTEZUMA VALLEY FD NETWORK C5D -HPGN) AND R05 14310. ESTABLISHED GROUP C. COR5 CMVFD) 15T ORDER NAD83 C1999.92) CALIFORNIA COORDINATE SYSTEM ­✓ I SE3AD POSITION HEREON. SUTHERLAND 79 78 RESERVOIR ■ = FOUND POINT AS NOTED. ESTABLISHED GROUP G. 15T ORDER ✓ "1 N G 11 -07 r '� JJ\ JD J NAD83 C1999.92) CALIFORNIA COORDINATE 5Y5TEM P051TION r I� � ) 78 + 123E GS JUL" N HEREON. 134WGC5 4WCC52 78 ISO IN lq� 5 15 ❑ = SET POINT AS NOTED. ESTABLISHED GROUP C. 15T ORDER N C J 19 LAKE .. � 34EGC51 NAD83 C1999.923 CALIFORNIA COORDINATE SYSTEM P051TION HEREON. HODGES HIGHLAND � �' \ �C, 1 S J L AN \ FR JJ A � ❑ 34EGG52 } r CFB = SAN DIEGO COUNTY SURVEYOR FIELDBOOK. r r' A C r ❑ 131EGG 54 �' CUYAMACA R V �• z � i { P :.: f BE DrL J \jJr \r� .�J RESERVOIR �t � 0 SURVEYOR'S STATEMENT 5 SAN VICENTE J `-�-` RE ERVOIR ii o THI5 MAP CORRECTLY REPRE5ENT5 A SURVEY MADE BY ME OR UNDER MY f.: w DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S 15 EL CAPITAN MONUMENT PEAK COBS Z �✓ SCRIPPS O 41W137■ ;r_ " RESERVOIR 7g � � ACT AT THE REQUEST OF THE COUNTY SURVEYOR. COUNTY OF SAN DIEGO IN �- \ 5DGP5 15 + �CMONU) DECEMBER 1999 C 5103 :F � ND � S J \��i \- Jr �\1 \) r I GA 11 -06 OU J r LA J � I LA RING 5 GP5 17 8 � A GU A 52 STEVEN J. MARTIN. L.5. 7264 I) J\J r LAND SURVEYOR N0.7264 ■ Cl T BA5E 5TA. DEPARTMENT OF PUBLIC WORKS `Z� A 1 \1) r S CA ON 5DGP5 21 COUNTY OF SAN DIEGO LOVELAND OF CALF \' ■ GD RESERVOIR JrJ`J r C�-yJ ■ O� COUNTY SURVEYOR'S STATEME AY r ` THI5 MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECT ON 8766 OF THE LAND DAY OF 2000. GRAPHIC SCALE � `�`� � � i ``£= 5URVEYOR'5 ACT THIS _O fl� 1�,CQ�/E�VI�, SWEETWATER � "� :.: ..`� �`: =�r� 3O ° 15.000 30.00° �'O.O°° RESERVOIR 'QS BARRETT ' LAKE MORENA D RESERVOIR �� SAND SU r I r� OTAY 5 G 33 ��� �. G/11 `�F C IN FEET r, r RESERVOIR 1 INCH = 30.000 ft. 806 C P J A J \ � ) TEp STATES PHILIP J. GIURBINO L.5. 4424 Exp.: 9-30-01 J \fJ� r r�� , 5 p COUNTY SURVEYOR �' NiEXIC o% CAL�ORNAA COUNTY OF SAN DIEGO BAJ A CAL�pR1�A NOR' OF CAL�F MAP SHEET INDEX RECORDER .STATEMENT SHEET 1 - NETWORK DIAGRAM. SURVEYOR'S STATEMENT. COUNTY 5URVEYOR'5 STATEMENT. AND RECORDER'5 NOTE #1= HORIZONTAL CONTROL MONUMENT DATA SHEETS WITH LOCATION SKETCHES HAVE 02 000- _0_6_5_5_5_0_7__ FILE NUMBER __ STATEMENT. AT BEEN FILED IN THE OFFICE OF THE COUNTY SURVEYOR AS PRIVATE SURVEY ##192G. FILED THI5 --l-St --l-St _--- DAY OF _�CK-H? O,Q. � &- CLOCK P .M. SHEET 2 - PROCEDURE OF SURVEY. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE -- Llo AT THE REQUEST SHEET 3 - RESULTANT ITRF CEPOCH 1999.92) GEODETIC POSITIONS. NAD83 C1999.923 GEODETIC POSITIONS + NOTE #2= NARRATIVE 'TO REACH' DESCRIPTIONS FOR STATIONS SHOWN ON R05 14310 CB OF THE SAN DIEGO COUNTY SURVEYOR. CALIFORNIA COORDINATE SYSTEM CCC583) COORDINATES. AL50 TRANSFORMED NAD83 C1991.35-) ORDER NAD83C1991.35» CAN BE FOUND ON THE NATIONAL GEODETIC 5URVEY'5 DATA SHEETS GREGORY J. SMITH GEODETIC POSITIONS AND CC583 COORDINATES. WHICH ARE AVAILABLE THRU THEIR OFFICE. OR THE OFFICE OF THE SAN DIEGO COUNTY FEE= $0.00 COUNTY RECORDER/ CLERK SHEETS 4d-5 - MONUMENT DESCRIPTIONS AND APPROXIMATE LOCATIONS. SURVEYOR. NO FEE REQUIRED PER COUNTY OF SAN DIEGO GOVERNMENT CODE SECTION X103. DEP Y COUNV RECORDER RECORD OF SURVEY MAP No. { pf . .. SHEET 2 OF 5 SHEETS SURVEYOR'S NOTES THE PURPOSE OF THI5 SURVEY WAS TO ESTABLISH ADDITIONAL CONTROL OF 15T ORDER ACCURACY WITHIN THE COUNTY OF SAN DIEGO. IN ORDER TO LEVERAGE RESOURCES AND EXPENSES. A COOPERATIVE PROJECT WAS PROPOSED. THE CALIFORNIA DEPARTMENT OF FINAL REPORT TRANSPORTATION DONATED 16 GP5 RECEIVERS AND 5URVEYOR5 TO THE PROJECT. THE COUNTY OF SAN DIEGO PROVIDED 10 SURVEYORS AND 5 RECEIVERS. THE CITY OF SAN DIEGO LOANED 7 RECEIVERS AND 3 SURVEYORS. 5OKKIA MEASURING SYSTEMS LOANED 3 RECEIVERS. PRIVATE GPS Analysis and Network adjustment of the Results SURVEY FIRMS. RBF. 5B+O. PROJECT DE5IGN CONSULTANTS. HUN5AKER + ASSOCIATES. MONUMENT PEAK SURVEYING. RIGHT OF WAY ENGINEERING. NA5LAND ENGINEERING. LINTVEDT. McCOLL 1999 Cooperative GPS Survey of the + A550CIATE5 AND EXCELL ENGINEERING ALL DONATED TIME AND EQUIPMENT TO THE PROJECT. IN Count y g of San Dieg THE END. A TOTAL OF 47 5URVEYOR5 AND DUAL FREQUENCY GP5 RECEIVERS MADE THE Since the 5DGP5 stations were only observed for two sessions. the regular statistical 0135ERVATION5 NECE55ARY TO COMPLETE THIS PROJECT. methods Ce.g. coordinate repeatabilities) to quantify the precision of the coordinates OBSERVATIONS WERE PLANNED FOR A SINGLE DAY. DECEMBER 3RD. 1999 IN ORDER TO KEEP could not be applied. However. the difference between the station - coordinates of the OPERATIONS SIMPLE. TWO. THREE -HOUR OBSERVATION 5E5510N5 WERE PLANNED. 9AM -12PM Matthi js van Domselaar two sessions is still relevant and provided in Table 2. The mean difference was 3/3/10 mm PACIFIC STANDARD TIME CP5T) AND 12 =30- 3 =30PM PST. THE GLOBAL POSITIONING SYSTEM CGP5) in North. East and Vertical direction. respectively. RECEIVERS USED ON THIS PROJECT WERE ALL DUAL FREQUENCY RECEIVERS AND INCLUDED California Spatial Reference Center TRIMBLE 400055E. TRIMBLE 4700. TRIMBLE 4000551. 50KKIA G5R 2200. 50KKIA G5R 2300 Scripps Institution of Oceanography The two loosely constrained solutions were then combined with global data and regional CBOTH MADE BY A511TECH3. AND LEICA 5R 9500 RECEIVERS. THE ANTENNAS FROM THE VARIOUS University of California, San Diego data. after which the N5R5 was imposed. The final NAD83 coordinates are given in MANUFACTURERS ALL HAD ANTENNA PHASE CENTER MODELS DEVELOPED BY THE NATIONAL 9500 Gilman Drive MC 0225 Appendix A Cepoch 1991.35) and Appendix B Cepoch 1999.923. [NOTE= THE FINAL NAD83 GEODETIC SURVEY CNG5). La Jolla CA 92093 -0225 COORDINATES ARE SHOWN ON SHEET 3.1 DATA PROCESSING AND ADJUSTMENT WAS CONTRACTED OUT TO THE CALIFORNIA SPATIAL REFERENCE CENTER CDR. YEHUDA BOCK. DIRECTOR). AN ORGANIZATION UNDER THE UNIVERSITY OF CALIFORNIA. SAN DIEGO. SCRIPPS INSTITUTION OF OCEANOGRAPHY. INCLUDED ON THIS SHEET 15 July 27, 2000 S i to I TRF97 X (m) I TRF97 Y (m) I TRF97 Z (m) VX (ml r) V (M/ r) VZ (ml r) Epoch THE PROJECT REPORT WRITTEN BY MATTHIJ5 VAN DOMSELAAR. FIELD- OBSERVED DIRECT TIES TO THE NATIONAL SPATIAL REFERENCE SYSTEM CN5R5) WERE BILL -2420420.2873 -4737131.7773 3507827. 4638 -0.0262 0.0345 0. 0265 1997. 000 ACCOMPLISHED BY INCLUDING DATA FROM CONTINUOUSLY OPERATING REFERENCE 5TATION5 BLYT -2223206.5879 -4830299.8097 3510587.6568 -0.0148 -0.0034 -0. 0069 1997.000 CCOR5). IN PARTICULAR COR5: LAKE SKINNER CBILL). BLYTHE PGGA 5TA CBLYT). DURMID HILL PGGA DHLG - 2319099.0906 - 4799846.5751 3490090.4394 -0.0196 0.0086 -0.0011 1997. 000 CDHLG). GOLDSTONE D5 5TA CGOL2). COLOMBIA COLLEGE CCMBB). STOCKTON CCNDR). LLNL SITE Introduction GOL2 -2353614.1756 - 4641385.3899 3676976. 4416 -0.0157 0.0043 -0.0060 1997. 000 5300 C5300). VANDENBERG AFB 1 CVAN1). AND PINON 1 PGGA CPIN1) WERE USED TO CONTROL CMBB -2544616.4323 - 4339616, 2596 3908860, 7673 -0.0181 0. 0044 -0. 0036 1997. 000 THI5 SURVEY. IN THE CALIFORNIA SPATIAL REFERENCE CENTER REPORT AT RIGHT. STATION NAMES - CNDR - 2616491, 7334 - 4307014, 0189 3896363, 9007 -0. 0152 0, 0071 -0. 0093 1997, 000 ARE ABBREVIATED TO A FOUR CHARACTER ALPHANUMERIC IDENTIFIER WHICH THE PROCESSING On December 3. 1999, a cooperative GP5 denslflcation effort was performed In San PIN 1 -2369510.4720 -4761207,1458 3511396, 1853 -0.0214 0, 0167 0.0037 1997. 000 SOFTWARE U5E5 TO APPLY A UNIQUE AND CONSISTENT IDENTITY TO EACH GOBS 5ITE CI.E. VAN1). Diego county to improve the accuracy of the regional control network. The California S300 - 2645887. 0335 - 4307855.8090 3876512. 1554 -0. 0243 0. 0001 0.0021 1997. 000 ALONG WITH THE ADJUSTMENT CONSTRAINED TO THE NINE GOBS STATIONS WITH ITRF 1997.0 p perform the data reduction and VAN 1 - 2665274, 9625 - 4513292, 7702 3622149, 9129 -0. 0338 0. 0300 0. 0179 1997. 000 Spatial Reference Center CC5RC� was contracted to COORDINATES CWHIGH NG5 INDICATES REPRESENT THE N5R5). G5R5 AL50 RAN A TRANSLATION network adjustment. TO NAD83C1999.92� U51NG NG5's HORIZONTAL TIME DEPENDENT POSITIONING CHTDP) V2.3 Table 1= ITRF97 coordinates and velocities that define the regional realization of the SOFTWARE. A TRANSFORMATION TO NAD83C1991.35) WAS AL50 RUN U51NG HTDP V2.3. The survey was conducted with a wide variety of equipment. donated by various NSRS. provided by NG5. Coordinates are with respect to the Monument Reference Point. SUBSEQUENT TO THAT TRANSLATION. NG5 RELEASED HTDP V2.4 WHICH CONTAINS A MODEL FOR organizations. The network was observed in two sessions of three hours. from 17 =00 - THE OCTOBER 16. 1999 HECTOR MINE EARTHQUAKE. SINCE THI5 EARTHQUAKE CAUSE SOME 20 =00 UTC and from 20 =30 - 23 =30 UTC. SEISMIC MOTION IN THE NORTHEASTERN PART OF SAN DIEGO COUNTY. THE NEW VER51ON OF Site North tr►I East (M) Vertical (m) S; to North (m) East (m) Vertical (m) HTDP. V2.4 WAS USED TO CONVERT FROM ITRF 1997.00 TO NAD83C1999.92) AND AL50 FOR THE 79 -37, 9 0, 0011 0. 0047 -0. 0064 112WCCS1 0. 0111 -0. 0009 0. 0119 TRANSLATION TO NAD83C1991.35). Analysis and Coordinate Adjustment THE HTDP V2.4 PROGRAM INCORPORATES MODELS OF CONTINUOUS AND EP150DIC 15 -44.2 0.0000 - 0.0019 0.0053 OWD BASE 0.0056 0.0009 - 0.0180 COMPONENTS OF CRUSTAL MOTION. EACH MODEL FOR AN EARTHQUAKE EPISODE CONTAINS SOME 15 -50.5 0.0011 0.0009 0.0070 GRINCH 0.0011 0.0009 0.0042 ERRORS DUE TO THE NUMBER OF POINTS AND MEASUREMENTS USED TO ESTIMATE THE MOTIONS The data were reduced using version 9.93 of the GAMIT [King and Bock. 20001 package. CD -3 0.0033 0.0037 0.0162 141W137 0.0011 0.0280 0.0026 FROM EARTHQUAKES. 50 THERE WILL BE AN ADDITIONAL UNCERTAINTY INVOLVED WHEN U51NG and version 5.0 of the GLOBK [Herring. 20001 package . The GAMIT software is a high DAY 0.0000 - 0.0028 - 0.0197 123ECCS1 0.0011 - 0.0028 - 0.0167 COORDINATES CONVERTED FROM ONE DATUM EPOCH TO ANOTHER. A NUMBER MENTIONED BY A precision geodetic software package that was used to perform a weighted least squared P 62 0.0045 - 0.0019 0.0065 133ECCS1 0.0011 - 0.0037 0.0222 NG5 GEOD1515T 15 THAT YOU CAN EXPECT AN ADDITIONAL 1cm UNCERTAINTY FOR EVERY 1 YEAR adjustment using the dual- frequency phase and range observations. Ambiguities were fixed. HPGN CA 11 -07 0.0022 0.0009 -0. 0025 HIGHLAND 0.0000 -0.0028 -0,0074 OF EPOCH CHANGE. FOR EXAMPLE. TRANSLATING FROM NAD83C1999.92) TO NAD83C1991.35) Zenith neutral delays and tropospheric gradients were estimated and the data were HPGN CA 11 -08 0,0011 0.0028 0. 0019 HOSKIN 1964 0. 0022 0.0009 -0. 0043 WOULD ADD ANOTHER 8.Gcm OF UNCERTAINTY IN THE ESTIMATED CC583 COORDINATES. A dynamically weighted using an elevation dependent weighting scheme based on the actual CHC -IC-8 0.0033 0.0009 0.0020 SDGPS 01 0.0045 0.0019 0.0040 COMPARISON OF THE 1st ORDER NAD83C1999.92) CC583 COORDINATE RE5ULT5 OF THI5 SURVEY quality of the phase data. CHC -1C -7 0,0056 0.0019 -0.0131 SDGPS 02 0. 0089 0.0019 0.0122 WITH THE NG5 PUBL15HED NAD83C1991.35) CC583 COORDINATES ARE AS FOLLOWS= 093WCCSI 0.0045 0.0000 0.0012 SDGPS 17 0.0011 - 0..0103 0.0061 STATION NAME DELTA -N DELTA -E DELTA -EH We used a three step procedure to adjust the network. First. the global data were WHITE ROCK 0.0022 - 0.0009 - 0.0070 SDGPS 18 0.0033 0.0047 0.0154 HPGN CA 11 -06 0. 007 0. 019 0. 099 analyzed to obtain high precision GPS orbits. These were the same orbits that were 093WO03 0.0022 0.0000 - 0.0052 HPGN CA 11 -06 0.0022 - 0.0028 - 0.0083 HPGN CA 11 -07 -0. 012 0. 018 0. 127 submitted to the International GP5 Service CIG5) as part of the routine operations of 134WCCS1 0.0111 - 0.0065 - 0.0037 SDGPS 03 0.0000 - 010019 - 0.0061 HPGN CA 11 -08 -0. 005 0. 036 0. 063 the Scripps Orbit and Permanent Array Center C50PAC). 50PAG is one of the 7 official 134WCCS2 0. 0045 -0.0037 -0. 0191 SDGPS 07 0.0033 0,0028 -0.0197 SDGPS 01 0. 011 -0. 006 0. 082 IG5 analysis centers that contribute to the IG5 precise ephemerides. 131 ECCS4 0.0000 -0.0019 0,0296 SDGPS 08 0.0000 -0.0009 0.0000 SDGPS 02 0. 001 0. 005 0. 041 134ECCS 1 0.0067 0.0037 0. 0107 SDGPS 15 0. 0022 -0.0019 0.0092 SDGPS 03 0. 001 0. 011 0. 084 Secondly. all data from 150+ Continuously Operated Reference Stations CGOR5) in 134ECCS2 0.0067 - 0.0028 -0.0141 SDGPS 21 0.0011 -0.0037 0.0186 SDGPS 07 -0. 014 0. 053 0. 136 California were analyzed using these orbits. including the National COR5 stations BILL. BLYT. 114WCCS1 0.0033 - 0.0028 0.0056 SDGPS 33 0.0011 0.0028 0.0085 DHLG. GOL2. CMBB. CNDR. PIN1. 5300 and VAN1. The data from the San Diego GP5 114WCCS2 0.0056 0.0028 0.0145 I TE 228 0.0000 - 0.0019 - 0.0188 SDGPS 15 -0. 016 0. 053 0. 142 C5DPG5) Survey were analyzed in the same manner as the COR5 stations. Selected RSMF 262 0.0067 0.0000 - 0.0019 VITA 2 0.00221 0.0000 - 0.0074 SDGPS 17 0. 009 0. 010 0. 081 stations CMONP. MVFD. PMOB. TRAK and 5103) from the Southern California Integrated SDGPS 18 0. 004 0. 006 0. 087 GP5 Network were included in the 5DGP5 network analysis. SDGPS 21 -0. 014 0. 025 0. 122 Table 2= Coordinate difference between the two observed sessions in North. East and SDGPS 33 0. 010 0. 001 0. 089 The three sets of solution files C lobal. regional COR5. 5DGP5-) were then used as input Vertical direction in meters. YUNG -0.005 0.005 0.092 g g P WwwwwwwwwwwwwUN I TS ARE METERSAAAWWWWWXmw to the GLOBK software. which is a high precision network adjustment tool. based on a Kalman filter technique [Herring et al.. 1990]. Each of these analysis files contain the DIFFERENCES IN NORTHING, EAST I NG AND ELLIPSOID HEIGHT ARE IN THE SENSE OF 1ST complete geodetic solution. including the full variance- covariance matrix of the station ORDER TRANSFORMED TO NAD83( 1991, 35) PER THIS SURVEY MINUS PUBL I SHED NGS B parameters and the corresponding adjustments. The GLOBK package is especially powerful in References ORDER NAD83( 1991. 35) . combining individual sessions Cdifferent networks. different days) of observations to obtain an estimate of station coordinates averaged over a multi -day experiment. The final THI5 COMPARISON INDICATES THAT THE ERRORS IN THE HTDP V2.4 MODEL. THE ERRORS IN coordinates and statistics presented in this report are derived from the GLOBK Boucher. C. Z. Altamimi and P. 5111ard. Results and Analysis of the ITRF97. IER5 Technical THI5 SURVEY AND ANY LOCAL MOVEMENT OF THE MONUMENTS APPEAR TO BE WITHIN THE adjustment. Note 26. Observatoire de Paris. 1999. EXPECTED 8.Gcm ERROR IN THE HTDP TRANSLATION. IT 15 POSSIBLE THAT THERE MAY BE SOME Craymer. M.. R. Ferland. R. 5nay. Realization and Unification of NAD83 in Canada and UN- MODELED MOVEMENT FROM THE HECTOR MINE EARTHQUAKE OR OTHER FACTORS DUE TO THE The underlying reference frame is based on a subset of coordinates and velocities of the the U.S. via the ITRF. Proceedings of the International Symposium of the 5cm DIFFERENCE IN EA5TING5 AT 5TATION5 5DGP5 07 AND 5DGP5 15. National Spatial Reference System CN5R5) as provided by the National Geodetic Survey International Association of Geodesy. Section 11. 'Towards an Integrated CDale Pursell. personal communication. ITRF97 [ Boucher et al.. 1999] versions of these Geodetic Observing System CIGG05)". Munich. October 5 -9. 1998. Revised. 11 data were provided for the following stations= BILL. BLYT. DHLG. GOL2, CMBB. CNDR. PIN1. March 1999. 5300 and VAN1 C5ee Table 1). These values were used to Impose the reference frame by Herring. T.A.. J.L. Davis. and I.I. Shapiro. Geodesy by radio astronomy= the application of performing a seven parameter transformation after all of the GAMIT solutions are combined Kalman filtering to very long baseline Interferometry. J. Geophys. Res.. 95. and loosely constrained. This rigorous implementation of the N5R5 ensures an optimal 12.561 - 12.581. 1990. definition for the 5DGP5 coordinates in this reference system. To obtain NAD83 Herring. T.A.. Documentation of the GLOBK Software. Massachusetts Institute of coordinates. the Horizontal Time Dependent Positioning Tool CHTDP). version 2.3. developed Technology. 2000. by NG5 was used to transform the ITRF97 coordinates into the NAD83 system [Craymer King. R.W. and Bock. Y.. Documentation of the GAMIT GP5 Analysis Software. et al.. 1999] for reference epochs 1991.35 and 1999.92. ENOTE= FINAL COORDINATES Massachusetts Institute of Technology and Scripps Institution of Oceanography. SHOWN ON SHEET 2 WERE TRANSFORMED U51NG THE HORIZONTAL TIME DEPENDENT 2000. POSITIONING TOOL CHTDP) VER51ON 2.4. WHICH INCLUDES THE D15LOCATION MODEL FOR THE OCTOBER 16. 1999 HECTOR MINE EARTHQUAKE.] RECORD OF SURVEY MAP NOE 16 1 u" SHEET 3 OF 5 SHEETS COORDINATE RESULTS TRANSFORMED COORDINATES HORIZONTAL DATUM 15 THE NORTH AMERICAN DATUM OF 1983 CNAD 83) AS REALIZED AT EPOCH 1ggg.q2 THE FOLLOWING NORTH AMERICAN DATUM OF 1g83 CEPOCH 1gg1.35) GEODETIC P051TION5 AND CALIFORNIA COORDINATE SYSTEM ZONE G COORDINATES ARE TRANSFORMED FROM THE ITRFg7 CEPOGH lggq.q2) GEODETIC P051TION5 SHOWN HEREON VIA NG5'5 PROGRAM HTDP V2.4. ELLIPSOID ELLIPSIOD HEIGHT NORTH( Y) EAST(X) NORTH( Y) EAST(X) HEIGHT NORTH(Y) EAST(X) NORTH(Y) EAST(X) NAME LATITUDE (N) LONGITUDE (W) METERS METERS METERS FEET FEET NAME LATITUDE LONGITUDE METERS METERS METERS FEET FEET HPGN CA 11 -06 32 -50- 39.82821 116 -48- 07,43659 391.178 575298.952 1948318.050 1887459.977 6392106.803 HPGN CA 11 -06 32- 50- 39.81918 116 -48- 07,42771 391.170 575298.672 1948318.280 1887459.061 6392107,556 HPGN CA 11 -07 33- 07 -46. 18389 117-16-37.08736 60. 540 607251. 883 1904172. 255 1992292. 218 6247271. 807 HPGN CA 11-07 33- 07 -46. 17459 117- 16 -37. 07844 60,531 607251. 594 1904172. 483 1992291. 271 6247272. 556 HPGN CA 11 -08 33- 14- 01.58779 116 -41- 35.96463 841.893 618432.629 1958681.552 2028974,384 6426107,726 HPGN CA 11 -08 33- 14- 01.57890 116 -41- 35.95726 841.880 618432.354 1958681.742 2028973.483 6426108.349 SDGPS 01 33- 22 -31. 08135 117-33-54.54536 -5. 192 634812. 493 1877626. 670 2082713. 988 6160180. 168 SDGPS 01 33- 22 -31. 07178 117-33-54.53652 -5.200 634812. 196 1877626. 895 2082713. 012 6160180, 905 SDGPS 02 33- 21 -19. 53605 117- 14 -56. 76360 185.206 632282. 115 1907012. 641 2074412. 238 6256590. 641 SDGPS 02 33- 21 -19. 52673 117- 14 -56. 75529 185. 194 632281. 826 1907012. 853 2074411. 290 6256591. 337 SDGPS 03 33-19-54.32051 117- 09 -31. 68094 60. 859 629580. 078 1915393, 919 2065547, 307 6284088, 215 SDGPS 03 33- 19 -54. 31124 117- 09 -31. 67271 60. 846 629579. 791 1915394, 129 2065546. 364 6284088. 906 SDGPS 07 33-23-15.86553 116-38-14,00223 1421. 561 635487. 283 1963973. 612 2084927, 862 6443470. 093 SDGPS 07 33-23-15.85665 116-38-13.99612 1421. 545 635487. 009 1963973. 769 2084926. 962 6443470, 608 SDGPS 15 33-04-27.62455 116- 35 -52. 53081 1249. 908 600717, 304 1967513. 783 1970853. 356 6455084, 802 SDGPS 15 33- 04 -27, 61581 116- 35 -52. 52293 1249. 899 600717. 035 1967513. 986 1970852. 471 6455085, 469 SDGPS 17 32- 49 -06. 33586 117- 08 -52. 18996 90,969 572644, 016 1915924, 923 1878749. 576 6285830. 352 SDGPS 17 32- 49 -06. 32660 117- 08 -52. 18084 90.962 572643. 729 1915925. 158 1878748. 634 6285831, 122 SDGPS 18 32- 54 -42. 58519 116-55-52.77486 209.843 582848. 675 1936266. 265 1912229. 361 6352566. 904 SDGPS 18 32-54-42.57611 116-55-52.76599 209,834 582848. 394 1936266. 493 1912228. 438 6352567, 654 SDGPS 21 32- 49 -26, 13823 116-37-09.20872 1065, 153 572953, 271 1965426. 695 1879764, 189 6448237, 414 SDGPS 21 32- 49 -26. 12939 116- 37 -09. 19986 1065. 146 572952. 997 1965426. 924 1879763. 293 6448238. 167 SDGPS 33 32-40-13.52869 116- 49 -42. 93042 189, 170 556019. 090 1945727. 759 1824205. 964 6383608. 488 SDGPS 33 32- 40 -13. 51957 116- 49 -42. 92133 189. 164 556018. 807 1945727. 994 1824205. 038 6383609. 260 YUNG 33-25-48.76252 117- 08 -40. 74824 319. 388 640487. 681 1916804. 705 2101333. 333 6288716. 770 YUNG 33- 25 -48. 75313 117- 08 -40. 74045 319. 373 640487. 390 1916804. 904 2101332. 379 6288717, 422 CD -3 32- 46 -00. 06351 116- 58 -57. 34500 370. 905 566784. 925 1931357, 309 1859526. 876 6336461. 440 CD -3 32- 46 -00. 05434 116-58-57.33591 370. 897 566784. 641 1931357, 544 1859525. 944 6336462. 209 CHC -1 C -7 33- 20 -08. 24181 117- 14 -21. 61017 176. 947 630077. 179 1907900. 598 2067178. 212 6259503. 878 CHC -1 C -7 33- 20 -08. 23250 117-14-21.60 181 176.935 630076. 890 1907900. 811 2067177, 265 6259504, 578 CHC -1 C -8 33-23-55.07697 117-11-25.23061 435.367 637022. 847 1912524, 480 2089965, 791 6274674. 063 CHC -1 C -8 33-23-55.06763 117-11-25.22258 435.354 637022. 557 1912524. 684 2089964. 840 6274674. 736 CITY BASE STA. 32-48-26.84271 117-07-27.69280 92,780 571408. 765 1918112. 592 1874696. 923 6293007, 728 CITY BASE STA, 32- 48 -26. 83346 117- 07 -27, 68368 92. 773 571408. 478 1918112. 827 1874695, 981 6293008. 499 DAY 32-43-33.97341 116-52-58.02132 362.508 562223. 360 1940682. 060 1844561. 141 6367054, 392 DAY 32-43-33.96428 116- 52 -58. 01223 362. 501 562223, 078 1940682. 295 1844560. 214 6367055. 163 GR I NCH 32-49-41.39193 117- 09 -30. 10822 100.059 573732, 446 1914948. 034 1882320. 532 6282625. 341 GR I NCH 32-49-41.38267 117- 09 -30. 09910 100.051 573732, 158 1914948. 269 1882319. 590 6282626. 112 HIGHLAND 33- 01 -17, 13346 116- 54 -41. 29361 424, 952 594990. 865 1938200. 741 1952065, 862 6358913. 597 HIGHLAND 33- 01 -17. 12442 116- 54 -41, 28495 424. 942 594990. 585 1938200, 964 1952064. 944 6358914. 328 H ❑SKIN 1964 33- 04- 29.66182 116 -37- 32,93996 1216.688 600789.103 1964909.762 1971088.915 6446541,443 HOSKIN 1964 33- 04- 29.65304 116 -37- 32.93202 1216.678 600788.832 1964909,967 1971088.025 6446542.115 OWD BASE 32- 43 -25. 74590 116- 58 -03. 15839 121. 956 562021. 362 1932734, 897 1843898. 420 6340981. 075 ❑WD BASE 32- 43 -25. 73671 116- 58 -03, 14928 121.949 562021. 078 1932735. 132 1843897, 485 6340981, 847 P 62 33-16-12.55008 116-39-18.22581 902, 073 622452, 602 1962263. 172 2042163. 244 6437858. 425 P 62 33- 16 -12. 54125 116-39-18.21881 902.060 622452. 329 1962263. 352 2042162, 349 6437859. 016 RSMF 262 33- 24 -26. 56122 117-16-27.40923 276.555 638066, 313 1904725, 850 2093389, 228 6249088, 058 RSMF 262 33- 24 -26. 55186 117- 16 -27, 40106 276, 543 638066. 022 1904726. 058 2093388. 275 6249088, 742 SDGPS 08 33-21-50,49821 117- 08 -37. 70049 330. 269 633146. 979 1916820. 507 2077249. 713 6288768. 612 SDGPS 08 33-21-50.48890 117- 08 -37, 69241 330. 256 633146. 690 1916820. 713 2077248. 766 6288769. 290 TE 228 33-18-26.60850 117- 12 -29. 68181 26. 858 626919. 265 1910766. 087 2056817. 622 6268905. 070 TE 228 33- 18 -26, 59921 117-12-29.67340 26. 846 626918. 977 1910766. 302 2056816, 676 6268905, 775 VITA 2 33-21-51.61135 117- 09 -44. 25230 130. 789 633196. 171 1915100. 446 2077411, 103 6283125, 379 VITA 2 33- 21 -51. 60204 117- 09 -44, 24420 130. 775 633195. 882 1915100, 653 2077410. 156 6283126. 058 WHITE ROCK 33- 26 -05. 64195 117-14-38.32726 300.725 641091. 326 1907573. 288 2103313. 793 6258430. 030 WHITE ROCK 33- 26 -05. 63259 117-14-38,31925 300,712 641091. 036 1907573. 492 2103312. 840 6258430, 700 093WCCS 1 33-22-35,55982 117-13-39.95400 224,447 634605. 266 1909020. 309 2082034, 111 6263177, 463 093WCCS 1 33-22-35.55049 117- 13 -39. 94581 224, 434 634604. 977 1909020. 518 2082033. 162 6263178. 149 093WO03 33-25-55.31754 117- 13 -38. 79326 237. 596 640758, 733 1909108. 000 2102222, 608 6263465, 163 093WO03 33- 25 -55. 30818 117- 13 -38. 78528 237, 582 640758. 442 1909108. 203 2102221. 656 6263465. 830 102WCCS 1 33-20-26.97395 117- 06 -37, 48599 201. 440 630547, 782 1919906. 818 2068722. 180 6298894. 286 102WCCS 1 33- 20 -26. 96469 117- 06 -37, 47789 201. 427 630547, 495 1919907, 025 2068721. 239 6298894, 966 112WCCS 1 33- 13 -25. 38853 117-06-38.22562 405. 303 617560. 685 1919780. 493 2026113. 682 6298479. 835 112WCCS 1 33- 13 -25. 37940 117- 06 -38. 21709 405, 291 617560. 402 1919780. 712 2026112, 754 6298480. 552 114WCCS 1 33- 13 -22. 39721 117-20-39.60188 -19. 183 617672. 769 1897995. 259 2026481. 409 6227006. 112 114WCCS 1 33- 13 -22. 38782 117- 20 -39. 59302 -19. 193 617672. 477 1897995. 485 2026480, 452 6227006. 854 114WCCS2 33-14-42.81380 117-19-22.48175 -14.463 620129, 246 1900017, 485 2034540. 700 6233640. 700 114WCCS2 33-14-42.80443 117- 19 -22. 47295 -14.473 620128. 955 1900017, 710 2034539. 746 6233641, 437 123ECCS 1 33- 05 -43. 54716 116- 38 -46. 11704 1081. 507 603072. 231 1963020. 477 1978579. 478 6440343. 014 123ECCS 1 33- 05 -43. 53835 116- 38 -46. 10915 1081. 497 603071. 959 1963020. 680 1978578. 585 6440343. 682 131 ECCS4 32-59-43,32881 116-51-29.24962 429.933 592070. 832 1943167. 747 1942485. 722 6375209. 517 131 ECCS4 32- 59 -43. 31978 116- 51 -29. 24098 429. 924 592070. 553 1943167. 970 1942484, 805 6375210. 248 133ECCS 1 33- 03 -55. 10339 116- 39 -07, 91898 1158. 747 599733. 693 1962442, 264 1967626, 290 6438445, 994 133ECCS 1 33- 03 -55. 09457 116- 39 -07. 91094 1158. 737 599733. 420 1962442. 471 1967625. 396 6438446. 674 134ECCS 1 33- 03 -05. 13937 116- 34 -48. 98217 1473. 799 598170. 915 1969153. 955 1962499. 078 6460465. 933 134ECCS 1 33- 03 -05. 13064 116- 34 -48. 97420 1473. 790 598170, 646 1969154. 161 1962498. 194 6460466. 609 134ECCS2 33- 01 -28, 17174 116- 33 -12. 77552 1475. 591 595176. 159 1971641, 163 1952673, 783 6468626. 048 134ECCS2 33- 01 -28, 16303 116- 33 -12. 76744 1475. 582 595175. 890 1971641, 372 1952672. 900 6468626. 733 134WCCS 1 33-03-53.79173 117- 17 -36. 31469 19. 841 600108. 381 1902565. 503 1968855. 580 6242000. 322 134WCCS 1 33- 03 -53. 78241 117- 17 -36. 30566 19. 832 600108. 091 1902565. 735 1968854. 630 6242001. 081 134WCCS2 33- 03 -55. 15916 117-16-44.48694 63. 121 600137, 143 1903910. 227 1968949. 945 6246412. 138 134WCCS2 33- 03 -55. 14986 117- 16 -44, 47794 63. 112 600136. 855 1903910. 458 1968948. 997 6246412. 895 141 W 137 32- 55 -09. 46405 116- 58 -50. 82383 255. 492 583708. 008 1931645. 656 1915048. 689 6337407. 458 141 W 137 32- 55 -09. 45495 116- 58 -50, 81492 255. 483 583707. 726 1931645. 886 1915047, 764 6337408. 211 15 -44.2 33- 17 -59. 84499 117-08-55.25949 223. 080 626045. 404 1916305, 362 2053950. 631 6287078. 510 15 -44.2 33- 17 -59. 83575 117-08-55,25115 223. 068 626045. 118 1916305. 576 2053949. 691 6287079, 209 15 -50.5 33- 23 -10. 59915 117-10-20.90379 231. 088 635637, 808 1914174, 540 2085421. 710 6280087. 637 15 -50.5 33-23-10.58982 117-10-20.89575 231.074 635637. 519 1914174. 745 2085420. 761 6280088. 310 79 -37.9 33- 17 -05. 28986 116-40-30.81687 841. 802 624084, 810 1960391. 254 2047518. 248 6431716. 974 79 -37. 9 33- 17 -05. 28097 116-40-30.80987 841.788 624084. 536 1960391. 434 2047517, 347 6431717, 565 ITRF97 GEODETIC POSITIONS HORIZONTAL DATUM 15 THE INTERNATIONAL TERRESTRIAL REFERENCE FRAME OF 1gg7 CITRFg7) AS REALIZED AT EPOCH 1ggq.q2 ELLIPSOID ELLIPSOID HEIGHT HEIGHT NAME LATITUDE LONGITUDE METERS NAME LATITUDE LONGITUDE METERS HPGN CA 11 -06 32 -50- 39.84378 116 -48- 07,48049 390.398 093WCCS1 33 -22- 35.57553 117 -13- 39.99833 223.690 HPGN CA 11 -07 33- 07- 46.19948 117 -16- 37,13164 59.779 093WO03 33 -25- 55.33327 117 -13- 38.83761 236.843 HPGN CA 11 -08 33- 14- 01.60355 116 -41- 36.00858 841.116 102WCCS1 33 -20- 26.98967 117 -06- 37,53024 200.682 SDGPS 01 33- 22- 31.09698 117 -33- 54.58990 -5.936 112WCCS1 33- 13- 25.40420 117 -06- 38,26983 404,540 SDGPS 02 33- 21- 19.55175 117 -14- 56.80794 184,447 114WCCSI 33- 13- 22.41283 117 -20- 39.64624 - 19.942 SDGPS 03 33 -19- 54,33622 117 -09- 31,72522 60.096 114WCCS2 33- 14- 42.82943 117 -19- 22.52610 - 15.225 SDGPS 07 33- 23- 15.88137 116 -38- 14.04619 1420.794 123ECCS1 33 -05- 43,56287 116 -38- 46.16091 1080.727 SDGPS 15 33 -04- 27.64026 116 -35- 52.57465 1249,128 131ECCS4 32 -59- 43.34443 116 -51- 29.29360 429.163 SDGPS 17 32 -49- 06.35134 117 -08- 52,23407 90,205 133ECCS1 33- 03- 55.11909 116 -39- 07.96285 1157.974 SDGPS 18 32 -54- 42.60076 116 -55- 52.81886 209,071 134ECCS1 33 -03- 05,15507 116 -34- 49.02599 1473.023 SDGPS 21 32- 49- 26.15383 116 -37- 09.25249 1064.373 134ECCS2 33 -01- 28.18744 116 -33- 12.81931 1474,808 SDGPS 33 32 -40- 13.54418 116 -49- 42.97429 188.394 134WCCS1 33 -03- 53.80729 117 -17- 36.35896 19.077 YUNG 33 -25- 48.77827 117 -08- 40.79254 318.630 134WCCS2 33 -03- 55.17472 117 -16- 44,53121 62.362 141W137 32 -55- 09.47961 116 -58- 50.86787 254,719 CD -3 32-46-00.07901 116- 58 -57. 38899 370. 126 15 -44.2 33- 17 -59. 86068 117- 08 -55. 30375 222.321 CHC -1 C -7 33-20-08.25750 117- 14 -21. 65450 176. 193 15 -50.5 33- 23 -10. 61488 117- 10 -20. 94809 230.331 CHC -1 C -8 33-23-55.09270 117-11-25. 27492 434, 610 79-37.9 33- 17 -05. 30565 116- 40 -30. 86082 841.032 CITY BASE STA. 32- 48- 26.85819 117 -07- 27.73689 92.008 DAY 32- 43- 33.98891 116 -52- 58.06524 361,727 GRINCH 32 -49- 41.40742 117 -09- 30.15234 99,287 HIGHLAND 33 -01- 17,14908 116 -54- 41.33763 424,182 HOSKIN 1964 33- 04- 29.67753 116 -37- 32.98381 1215,911 ❑WD BASE 32- 43- 25,76138 116 -58- 03.20236 121.182 P 62 33- 16- 12.56587 116 -39- 18.26975 901.304 RSMF 262 33- 24- 26.57693 117 -16- 27.45360 275.803 SDGPS 08 33- 21- 50.51393 117 -08- 37.74476 329.508 TE 228 33-18-26.62418 117-12-29.72611 26.097 NOTE= THE U.5. SURVEY FOOT WA5 U5ED IN CONVERTING GOORDINATE5 CONE FOOT = 12/39.37 METER5) VITA 2 33 -21- 51.62707 117 -09- 44.29659 130.030 WHITE ROCK 33 -26- 05.65768 117 -14- 38.37162 299.974 Are RECORD OF SURVEY MAP No . lu lu 1 '10 MONUM LOCATIONS &DES SHEET 4 OF 5 SHEET s HPGN CA 11 -00 LOCATIO* THE STATION 15 2.2 MILES WEST OF gpGPS 1S LOCATION- IN JULIAN. GA.. THE STATION 15 0.15' LOCATION 5'LY OF FALLBROOK. GA.. AND f'LY OF ALPINE ON THE SOUTH SIDE OF EASTBOUND MILES SOUTH OF THE INTERSECTION OF STATE CHC 1 C' 7 THE WINTERWARM AREA. FROM THE INTERSECTION OWD BA SE LOCATIONS IN SPRING VALLEY. CA.. FROM THE FOR�y INTERSTATE 8. AT POST MILE 27.2. THE MARK I5, HIGHWAY 79 AND STATE HIGHWAY 78. ON THE OF OLIVE HILL ROAD AND AQUA HILL ROAD. INTERSECTION OF SWEETWATER SPRINGS BLVD. AND ON THE TOP OF A 32 HIGH CUT BANK AND 9.6 O ENGA EAST 51DE OF HIGHWAY 79, NEAR THE OF $� PROCEED E'LY ALONG AQUA HILL ROAD TO GATE JAMACHA BLVD. GO 5E'LY ALONG SWEETWATER RIPON CA NORTH OF THE BARBED WIRE RIGHT OF WAY G p INTERSECTION WITH PORTER LANE. (SEE NOTE #2. �y HORZ ti6 ON THE LEFT. FOLLOW ROAD NE'LY THROUGH GATE SPRINGS BLVD TO THE OTAY WATER DISTRICT 0 FENCE. C5EE NOTE #2. SHEET 1-) Q• HPGN -CA �� SHEET l-) J� CNTRL � TO FENCE AT WATER TANK. STATION I5 LOCATED IN OFFICE AT 2553 SWEETWATER SPRINGS BLVD. 46 V 0 AC AT N'LY SIDE OF ROAD. 77' NW'LY OF POLE# C5EE NOTE #1. SHEET 1J • 518929 AND 78' NE'L Y OF WILY Y END OF GATE Z 11 08 4 DESCRIPTION- FOUND 3.5' DIAMETER ALUMINUM DESCRIPTION FOUND 2.5' DIAMETER SAN DIEGO AT 0 � 1990 ! DISK .SET IN A 12' X 13' X 6' HIGH ROCK SDGPS 16 FENCE. C5EE NOTE #1. SHEET 1� COUNTY ENGINEER DEPARTMENT ALUMINUM D15K 4 p CHC -1C -7 DESCRIPTION 5/8" THREADED STOCK EPDXIED INTO O� OUTCROP PER R05 14310. 1990 14310. INSIDE 6" AB5 AGGE55 COVER PER R05 1881 DESCRIPTION- FOUND 112' REBAR WITH COUNTY BUILDING WALL OF OTAY WATER D15TICT OFFICE. RANSP OF SAN DIEGO ALUMINUM GAP /N AG ROAD PER OWD BASE I5 A CONTIN 14310. UOUSLY OPERATED MO GFB 01 PAGES 355 + 355A. DROVE 2" X 24' REFERENCE STATION CCOR5-). PIPE OVER GAP AND EPDXIED CAP TO PIPE. HPGN CA 11 -07 LOCATION THE 17 LOCATION@ NE'L Y OF FALLBROOK GA.. FROM THE LOCATION 51 Y OF WARNER SPRINGS. FROM THE THE STATION IS IN GARLSBAD. GA., LOCATION THE STATION IS IN SAN DIEGO. GA.. CHC -1C -8 INTERSECTION OF M155ION ROAD AND RED MOUNTAIN P 02 1.1 FO APPROXIMATELY 109' SOUTHWEST OF THE ON THE EAST 51DE OF KEARNY VILLA ROAD. 0.3 HEIGHTS DRIVE. PROCEED N'LY ALONG RED MOUNTAIN INTERSECTION OF STATE HIGHWAY 79 AND COUNTY G �.RM� WINDSOCK AT THE MCGLELLAN- PAL OMAR AIRPORT. O , ENGR MILES SOUTH OF BALBOA AVE.. ADJACENT TO HEIGHTS DRIVE THROUGH GATE AND PAST RESERVOIR ROAD 52. GO NE'LY ALONG STATE HIGHWAY 79. 1.7 C5EE NOTE #2. SHEET l-) G THE WEST END OF MONTGOMERY AIRPORT. C5EE O• EN QA, ON THE RIGHT TO TOP OF RED MOUNTAIN AT TOWERS �► AEOOF MILES TO MILE POST 33.5 (PM 33.5-) ON W'LY NP CA p" HPGN -CA �� NOTE #2. SHEET 1J G HORZ ��� THE STATION I5 LOCATED 600' +/- 5E'L Y FROM END lb 4 SA NVV4 SIDE OF HIGHWAY. STATION 15 LOCATED 70 aD r ,� O G METERS NE'L Y OF OF PM 33.5 AND 5.8 METERS 0 _ a CNTRL '� 51D O WIRE F NCf�5DOUND FENCE P05T WITNE55 0 P 82 O -0 W'LY OF HIGHWAY RIGHT -OF -WAY FENGF C5EE 11 � DESCRIPTION FOUND 2.5 DIAMETER ALUMINUM O SDGPS 17 DESCRIPTION FOUND 2" DIAMETER SAN DIEGO 5' E'LY. C5ff NOTE #1. SHEET 1J �p 18 NOTE #1. SHEET 1-) � D15K SET INSIDE A G' ALUMINUM AGGE55 COUNTY ENGINEER DEPARTMENT BRA55 L CHC -1C -8 DESCRIPTION FOUND 2' DIAMETER SAN DIEGO COUNTY O A` 1880 SET IN A 4' X 11' STORM DRAIN CURB INLET c4 '� ' � ��� � AN8� COVER PER ROS 14310. BOX PER ROS 14310. OH• 14 ENGINEER DEPARTMENT BRA55 D15K CEMENTED ON 10 B y DESCRIPTION FOUND 3.5' DIAMETER USG + GS M X 10 X 3 HIGH BOULDER PER GFB 01 PGS. 356 + BENCHMARK DISK. 35GA. LOCATION 5.4 MILE5 SOUTH OF WARNER SPRINGS SDGPS 18 LOCATION THE STATION 15 ON A LOW ROCKY HPGN CA 11 -08 AND 9.7 MILES NORTH OF SANTA Y5ABEL ON PEAK W'LY OF THE DAM AT SAN VICENTE CITY B ASE STA LOCATION IN SAN DIEGO. CA.. THE STATION I5 RS 282 LOCATION W LY OF FALLBROOK GA.. FROM THE PO STATE HIGHWAY 79. THE STATION I5 ON THE WEST RESERVOIR. AND 150' + 1 - EASTERLY OF THE LOCATED AT 9485 AFRO DRIVE THE STATION 15 INTERSECTION OF DE LUZ ROAD AND HARRIS I��/j SIDE OF THE TOP OF A HILL. NE'LY OF THE O •ENG A, HIGHEST PART OF THE PAVED ROAD TO THE ATTACHED TO A MA50NARY, STEEL REINFORCED, RA TRAIL. GO SPEY 400' +/- TO A BARBED WIRE ENTRANCE TO THE MATAGUAY BOY SCOUT CAMP. G 0 DOCKS. C5EE NOTE #2. SHEET 1-) CONCRETE FILLED WALL. (SEE NOTE #1. SHEET 1� , �cy FENCE. THEN W'LY 200' +/- TO CORNER P05T HPGN CA C5EE NOTE #2. SHEET 1-) O' HP _CA - �„� 0 OF L Y + NW L Y. STATION I5 0 BARBED WIRE FENCE (RANCHO CORNER 0 DESCRIPTION FOUND 2' DIAMETER SAN DIE �= LEADING f .4 N L Y OF Z GO Z - FENCE CORNER P05T C5ff NOTE #1. SHEET 1-) 11 08 �O SDGPS 18 COUNTY ENGINEER DEPARTMENT BRA55 DISK SET pN � A 1990 DES FOUND 3.5" DIAMETER ALUMINUM 421 140 IN A 8' X 13' X 1' HIGH GRANITE BOULDER /N DESCRIPTION- CITY BASE STATION I5 A •OA► O�'�! D15K a8NN0 IN A 5' DIAMETER FLUSH BOULDER V MOW ROCK OUTCROP ON TOP OF HILL PER R05 CONTINUOUSLY OPERATING REFERENCE STATION eP C 'a DESCRIPTION- FOUND 1 1/2' PIPE WITH 2.5' BRA55 AN8p PER ROS 14310. 14310. COORS-). 0� GAP SET IN CONCRETE FOOTING FOR CORNER rl�� POST OF BARBED WIRE FENCE PER R05 652. SDGPS 01 LOCATION IN SAN ONOFRE. GA. STATION 15 AT SDGPS 21 LOCATION THE STATION I5 LOCATED BETWEEN LOCATION IN THE JUMUL AREA. FROM THE LOCATION- SPEY OF THE RAINBOW ' THE NORTH END OF THE PARKING LOT FOR THE DAY SDGPS 08 W AREA AND W L Y THE EAST AND WEST BOUND LANES OF INTERSECTION OF CAMPO ROAD CSTATE HIGHWAY OF THE PALA AREA. FROM THE INTERSECTION OF • ENG NUCLEAR POWER PLANT, 142.5' SOUTHWEST OF ENQ INTERSTATE 8. 1/2 MILE EAST OF THE 94-) AND VI5TA DIEGO ROAD. PROCEED N'LY ALONG RICE CANYON ROAD AND PALA MESA HEIGHTS D 1 G O q. THE GUARD BUILDING A T THE ENTRANCE TO THE G O • A• � INTERSECTION WITH STATE ROUTE 79. ATOP THE G'`�'�F OR ��q VISTA DIEGO ROAD TO GALLS DEL SOL. THEN EN GO WILY RIVE. O Q, ALONG PALA MESA HEIGHTS DRIVE THEN PROCEED STATE BEACH. C5ff NOTE #2. SHEET 1J O t�,� FIRST HILL. C5EE NOTE #2. SHEET IJ NE'LY ALONG CALLE DEL 50L TO HPGN -CA •G O� ALONG FIRST DRIVE ON THE RIGHT N'LY TO WATER . a� -� a HPGN -CA ,� DAY RESIDENCE AT 13759 CALLS DEL SOL. STATION 15 4 'o TANK (APPROXIMATELY 1.0 MILE. STATION /5 W'LY LOCATED E'LY OF RESIDENCE AND SURROUNDING HPGN-CA OF CHAIN LINK FENCE SURROUNDING WATER TANK. • DESCRIPTIONS FOUND 2 " DIAMETER SAN DIEGO O SDGPS 21 FENCE IN ROCK OUTCROPPING. (SEE NOTE #1. SDGPS 01 COUNTY ENGINEER DEPARTMENT BRASS DISK C5EE NOTE #1. SHEET 1J DESCRIPTION SHEET 1J FOUND 2.5' DIAMETER ALUMINUM D15K to O SET ON TOP A 7' X 9' X 3' HIGH GRANITE ��L W4 -�►� SDGPS 08 1890 SET IN51DE A 6" DIAMETER AB5 AGGE55 COVER 1 BOULDER /N ROCK OUTCROP ON TOP HILL P �c4 �' DESCRIPTION FOUND 2.25' SAN DIEGO COUNTY PER R05 14310 MOO P ER /O� a DESCRIPTION FOUND DIVISION OF HIGHWAYS D15K 1�0 ENGINEER DEPARTMENT ALUMINUM DISK IN WELL R05 14310. OF H� ON LOW BOULDER. PER GFB 5P238 PGS. 152 + 153. WELL CAP PRIED OFF. SDGPS 02 LOCATION IN FALLBROOK, GA.. THE STATION 15 SDGPS SS 45.2' EAST OF THE FENCE AROUND THE LO GRINCH LY OF THE SAN LUI5 REY HEIGHTS WINDSOCK AT FALLBROOK AIRPORT AND 95' CATION' THE STATION IS 4.6 MILES LOCATION IN SAN DIEGO. GA.. THE STATION /5 TE 228 LOCATION- 5E ' LOCATED ON TOP CURB APPROXIMATELY 3.5 AREA. FROM THE INTERSECTION OF STATE HIGHWAY g AST OF JAMUL. CA., ON THE SOUTH SIDE 76 AND VIA MONSERATE, GO SW'LY ALONG STATE O• ENGR SOUTHWEST OF THE SOUTHWEST EDGE OF THE g� OF OF STATE METERS SOUTH OF THE SOUTHERLY TOP OF TE HIGHWAY 94. AND 0.2 MILE WEST OF DRIVEWAY WING OF THE NORTHERLY DRIVEWAY S '�• HIGH WAY 76 0.3 MILE STATION I5 LOCATED 18.5 AGGE55 ROAD. (SEE NOTE #2. SHEET l-) r � SDGPS 33 0 THE INTERSECTION WITH HONEY SPRINGS ROAD. AGGE55 TO 4740 RUFFNf O' 0 1891 C5EE NOTE #2. SHEET 1J R STREET. (SEE NOTE METERS 51Y OF GENTERLINE EX15TING HIGHWAY 76 HPGN-CA #1. SHEET 1.) TE228 to AND 7.6 METERS SPEY OF LOG RAIL BARRIERS ON O G) SMALL RA15ED KNOLL ABOVE ROADWAY. C5EE DESCRIPT�N FOUND 2' DIAMETER ALUMINUM Z � DESCRIPTION FOUND 3' DIAMETER SAN DIEGO � � � 2 NOTE #1. SHEET l- SDGPS 02 D15K SET INSIDE A G' DIAMETER ABS AGGE55 JM 195 COUNTY ENGINEER DEPARTMENT BRA55 DISK p Q DESCRIPTION- SET 52mm DIAMETER BRA55 D15K y �� 1980 COVER PER ROS 14310. 'p� WITH RA15E NIPPLE SET IN G' X 8' X 2' HIGH A N G 1N DRILLHOLE WITH EPDXY IN TOP OF ld B OULDER IN GRANITE OUTCROP PER R05 CONCRETE CURB. •1 d �0 DESCRIPTION FOUND SAN DIEGO COUNTY ENGINEER 14310. BENCHMARK D15K SET ON GALVANIZED STEEL ROD. SDGPS 03 LOCATION THE MARK I5 AT THE NORTHEAST YUNG LOCATION THE STATION I5 0.2 MILES SOUTH LOCATION E'LY OF RAMONA. CA.. FROM STATE LOCATION NORTH OF PALA MESA VILLAGE FROM CORNER OF THE OVERPA55 OF STATE HIGHWAY OF THE INTERSECTION OF INTERSTATE 15 AND HIGHLAND HIGHWAY 67 AT THE INTERSECTION OF HIGHLAND VITA 2 THE INTERSECTION OF STATE ROUTE 76 AND (' 76 AND INTERSTATE 15. C5EE NOTE #2. SHEET 1-) THE SAN DIEGO /RIVERSIDE COUNTY LINE. THE RN VALLEY ROAD AND DYE ROAD, PROCEED NW'LY OLD HIGHWAY 395. GO NORTH ON OLD 395 ALT MARK !S BETWEEN THE NORTHBOUND LANES AND �,�F O �� ALONG HIGHLAND VALLEY ROAD 0.45 MILE. THEN 0,1FO14 FOR 2.6 MILES TO A POINT THAT IS 0.15 MILES 0 NE THE ONRAMP FROM RAINBOW VALLEY BLVD. 0 WALK NE'LY 0.3 MILE THE STATION 15 LOCATED ON 0 ��7 SOUTH OF STEWART CANYON ROAD. AND A 15/76 r . C5EE NOTE #2. SHEET 1-) HIGHLAND THE 5E'LY 51DE OF THE EASTERN M05T CTHREE - LOCKED GATE ON THE RIGHT. EAST. PASS p 0) Z SMALL HILLS-) HILL. C5EE NOTE #1. SHEET IJ THROUGH GATE AND FOLLOW DIRT ROAD NORTH VITA O C FOR 140 METERS TO A GRADED PAD. THE DESCRIPTION FOUND 2' DIAMETER DEPARTMENT . � MONUMENT /5 150 METERS NORTHEAST AT TH E �► 1980 DESCRIPTION FOUND 5TAINLE55 STEEL ROD p DESCRIPTIONS FOUND A STANDARD CALIFORNIA '� �► OF TRANSPORTATION BRA55 DISK SET IN THE � 1076 � DIVISION OF HIGHWAYS BRASS D15K CEMENTED IN A � OA` OQ►,�!' 51DEWALK ATOP BRIDGE ABUTTMENT PER R05 IN51DE A 0.6' DIAMETER WELL STAMPED L ! � !• TOP OF THE HILL. C5EE NOTE #1. SHEET 1-) �ANSQ 14310. RIVERSIDE COUNTY SURVEY MARKER" PER R05 O�O� O DRILLHOLE IN A G' SQUARE ROCK OUTCROP THAT Oy OF HBO DESCRIPTION- FOUND 2" IP WITH 2.25' CALIFORNIA 14310. OF HI PROJECTS ABOUT 2' ABOVE THE GROUND. DIVISION OF HIGHWAYS D15K IN STONE MOUND. SDGPS 07 LOCATION- THE STATION I5 7.0 MILES NORTH OF - LOCATION MOUNT HELIX. GA.. FROM THE LOCATION- N'LY OF FALLBROOK GA.. FROM THE WARNER SPRINGS. NEAR THE EAST 114 CORNER CD - 3 INTERSECTION OF FUERTE DRIVE AND MOUNT HELIX HOSKIN 1984 LOCATION f LY OF JULIAN. CA.. THE STATION WHITE ROCK INTERSECTION OF SANDIA GREEK DRIVE AND EAST OF SECTION 14, T95. R3E. 5BBM. (Sff NOTE DRIVE PROCEED SPEY ALONG MOUNT HELIX DRIVE TO 15 LOCATED N'LY OF PINE HILLS ROAD AND SANDIA GREEK TERRACE GO E'LY + 51Y ALONG O• EN © R. #2. SHEET 1-) S.D. CO THE ELY SIDE OF MOUNT HELIX COUNTY PARK, E'LY 900' +/- 5'LY OF STATE HIGHWAY 78/79 ON G O OF AMPHITHEATER. THE STATION IS LOCATED ON 1F O q�H j THE SOUTH FAGS OF HOSKINGS HILL (WITHIN f EAST SANDIA GREEK TERRACE 0.6 MILE TO AC HPGN -CA CD-3 y THE El Y 51DE OF MOUNT HELIX DRIVE AT THE N'LY G '� 1/2 SEC 1. T135. R3E�. C5EE NOTE #1. DRIVEWAY ON THE LEFT (STREET ADDRESS# • • SD -78 4404-) AND PAD ON THE RIGHT. WALK 5'L Y FROM a� '� Z END OF SMALL PAVED TURNOUT. 16' N'L Y OF 1884 SHEET 1-) SDCO PAD TO WHITE ROCKY P - EAK STATION 15 30 +/ DESCRIPTION FOUND 2' DIAMETER SAN DIEGO m YELLOW GUARD POST. WILY OF ROCK WALL. (SEE O WILY + 10' LOWER THAN HIGHEST POINT ON PEAK SDGPS 07 p � NOTE #1 SHEET IJ a 0D 0 0 COUNTY ENGINEER DEPARTMENT BRA55 D 15K y � HOSKII r ENGR C5EE NOTE #1. SHEET 1- G� 14 4 SET IN THE TOP A 16' DIAMETER CONCRETE j'Pe a�0 DESCRIPTION DESCRIPTION FOUND 2" P/Pf WITH CALIFORNIA FOUND 3" DIAMETER SAN DIEGO Oi � DIVISION OF HIGHWAYS BRA55 DISK. pES • MON• CISTERN PER R05 14310. 8 • y COUNTY ENGINEER DEPARTMENT BRA55 D150 SET IN H OF H�p� CRIPTIONe FOUND SAN DIEGO COUNTY ENGINEER SMALL ROCK OUTCROP. SEE GFB RL55 PG. 139. TAG IN DRILLHOLE WITH CONCRETE ON BOULDER IN ROCK OUTCROP PER GFB RL 48. PAGE 427. RECORD OF SURVEY MAP f No . MONUMENT LOCATIONS S HEET 5 of 5 SHEETS & O9SWCCSI LOCATION IN FALLBROOK, CA.. AT THE LOCATION IN THE JULIAN 15ANTA Y5ABFL AREA. 134WCC82 INTERSECTION OF FALLBROOK STREET AND 114WCCS1 LOCATION' IN OGEANSIDE, GA., FROM THE 133ECC81 FROM THE INTERSECTION OF STATE HIGHWAY 78179 LOCATION IN ENGINITAS. GA.. FROM THE STAGE COACH LANE, MONUMENT IS LOCATED 4.5' INTERSECTION OF M155ION AVENUE AND AND H05KING5 RANCH ROAD, GO 0.7 MILES W'LY SUR VF INTERSECTION OF LFUGADIA BOULEVARD AND QUAIL GO , EN pA• 5'L Y OF CENTER OF SEWER MANHOLE WHICH I S O F $ 4 A S ROAD ROAD. O Y + N'L Y ALONG THE HE ALONG HOSKING5 RANCH ROAD TO DALEY FLAT GD Y GARDENS DRIVE. GO W'L Y ALONG LFUGADIA BLVD. O� AT APPARENT INTERSECTION. C5EE NOTE #1. .�►�� �4 SAN LUTAD TO BRIDGE OVER THE y OF 8,1 ROAD ON THE LEFT. PROCEED 51Y ALONG DALEY O O� 185' +/- TO MONUMENT IN CONCRETE ISLAND. �• �SINCC$I '� SHEET 1� J REY RIVER. THE MONUMENT IS �� ,0 FLAT ROAD APPROXIMATELY 1.0 MILE CPA5T ORINOCO Z O C5EE NOTE #1. SHEET 1-) o� O 11 4W CC81 0 LOCATED AT THE 5E'LY CORNER OF THE J DRIVE-) TO A BARBED WIRE GATE ON THE LEFT. Gg V O BRIDGE ABUTTMENT IN THE TOP OF CURB. v C FROM GATE MONUMENT I5 750' +/- 51Y, PROCEED DESCRIPTION SCRN�TION■ SET 2' DIAMETER SAN DIEGO COUNTY C5EE NOTE #1. SHEET 1-) ALONG SIDE HILL C4WD.) CLIMBING 100' +/- TO TOP � �� SU B RA55 D15K IN DRILLHOLE WITH EPDXY DE SCRIPTION- FOUND STANDARD CENTERLINE OF KNOLL NEAR PEAK. OUTCROP IS FLAT, ABOUT 10' %, V . M OH • � MONUMENT PER RS 1652 -2. STAMPED '093WGG51 � ZC O� DESCRIPTION SET SAN DIEGO COUNTY � 133ECC81 IN DIAMETER. C5EE NOTE #1. SHEET I-) S'�qV MOB IN CONCRETE STAMPED ISLAND. ON DISK. YOa SURVEYOR BRA55 D15K IN DRILLHOLE WITH �V�. 1�� DESCRIPTION SET 2' DIAMETER SAN DIEGO COUNTY EPDXY IN TOP OF CURB. SURVEYOR BRA55 DISK IN 5ILT5TONE BOULDER LOCATION 5E'LY OF POWAY. GA.. FROM THE LOCATION- NORTH OF FALLBROOK GA.. FROM THE OUTCROP. INTERSECTION OF SYCAMORE CANYON ROAD AND 09 `�w� 0 `� INTER5ECTIOIN OF ROCK MOUNTAIN DRIVE AND 114WCC82 141W137 GARDEN ROAD, GO 51Y ALONG SYCAMORE LOCATION GAVILAN MOUNTAIN ROAD. GO NE'LY ALONG GAVILAN IN OCEANSIDE. GA.. NEAR THE 134ECC81 LOCATION E'LY OF JULIAN. GA.. FROM THE CANYON ROAD 1.9 MILE TO GATE AND 'GOODMAN INTERSECTION OF NORTH RIVER ROAD AND INTERSECTION OF BANNER ROAD CHWY 78� AND ENp RANCH" SIGN ON THE RIGHT. PROCEED THROUGH MOUNTAIN ROAD TO SAN DIEGO COUNTY /RIVERSIDE DOUGLAS DRIVE. THE MONUMENT IS LOCATED STATE HIGHWAY 79 ( GUYAMAGA HWY�. GO SE'LY O• R• GATE AND FOLLOW DIRT ROAD THROUGH SECOND • COUNTY LINE AND AG DRIVEWAY ON THE LEFT, �.� OF $4 ti IN THE E'LY END OF THE CATCH BA51N AT THE C OUNTY ALONG HIGHWAY 79 APPROXIMATELY 2.4 MILES TO G T14SR1W O� GATE. CONTINUE ALONG DIRT ROAD TO DIRT ROAD Af F OLLOW DRIVEWAY NW' LY T O CONCRETE RESERVOIR O Opt► ASPHALT ROAD ON THE RIGHT. FOLLOW ASPHALT o� � TSS C51Y OF DRIVEWAY-). TAKE ACCESS ROAD 51Y J 0 5W'LY RETURN OF THE INTERSECTION. �► TO THE LEFT CE'LY.). FOLLOW ROAD E'LY 0.2 MILES MONUMENT 15 FLUSH WITH TOP OF CURB. O THROUGH CHAIN GATE. CONTINUE 0.65 TO DIRT ` � 831 � PAST PUMP ON THE LEFT TO UTILITY POLE# , J 86� 1553764E. MONUMENT IS 70' +/- E'LY OF PO V O ROAD TO THE LEFT CNORTH-), FOLLOW (SEE NOTE #1. SHEET 1 ROAD 5W'LY T1.) Z MILES TO STEEL GATE. PROCEED THROUGH STEEL 823 827 833 834 ROAD NLY AND E'LY 0.9 MILE5 T O DIRT ROAD TO ¢ p D.G. + GRA VEL ROAD 220. MONUMENT THE SOUTH. FOLLOW ROAD 5'L Y 0.1 MILE TO GATE � v 40' +/- 51Y OF RESERVOIR. FOUND FENCE POST 11 4W CC82 - i - GATE ALONG D � � T9S 1ff 15 36 ELY OF OIL ROAD ON 51Y FACE OF f -W WITH PARKING LOT ON THE LEFT CEAST�. CONTINUE WITNE55 0.5' N'LY. C5EE NOTE #1. SHEET 1-) t4 0 RIDGE LINE. p DESCR IPTION SET SAN DIEGO COUNTY 09 134ECCS1 E C5EE NOTE #1. SHEET l-) THROUGH GATE 1.1 MILES TO MARINE CORPS V MON•,� 1979 DESCIPTION■ FOUND 2" PIPE WITH 2' DIAMFTFR �I�YOa ZOO SURVEYOR BRA55 DISK IN DRILLHOLE ON TOP ,�99 DE BENCHMARK. CONTINUE SCR�TION■ SET 2 IRON PIPE WITH 2 " DIAMETER ALONG DIRT ROAD 0.3 MILE STAMPED D15K PER R05 8832 + PM 10025. OF CATCH BASIN. SAN DIEGO COUNTY SURVEYOR BRA55 DISK. AND WALK 200' +/- E'LY TO MONUMENT CSE GOR. SEC. 28-). (SEE NOTE #1. SHEET 1-) LOCATION SW'LY OF PALA. FROM THE IT 102WCC81 INTERSECTION OF PALA ROAD (HWY 76-) AND WILD 123ECC81 LOCATION IN WYNOLA. FROM THE INTESECTION LOCATION E'LY OF HARRISON PARK. FROM THE DESCRIPTION FOUND 2" PIPE WITH 2 ' DIAMETER SAN RIVER ROAD. GO 51Y ALONG WILD RIVER ROAD OF STATE HIGHWAY 78179 AND WYNOLA ROAD 134ECC82 INTERSECTION OF STATE HIGHWAY 79 CGUYAMAGA DIEGO COUNTY ENGINEER DEPARTMENT BRA55 D15K GO. $VR ACROSS RIVER BOTTOM AND FOLLOW 51Y VALLEY ` �QO CO GO N'LY ALONG HIGHWAY 78179 TO CHAINLINK . HWY.) AND WINN RANCH ROAD, GO ALONG WINN STAMPED AS SHOWN PER ROS 9942. WALL FLY TO AQUADUCT ROAD CGOU5ER WAY), �O (� FENCE AT NORTH END OF 'WYNOLA CENTER' OF 84 RANCH ROAD THROUGH GATE (0.1 MILE.) TO END 15 -44.2 LOCATION 51Y OF PALA MESA VILLAGE � THEN 5'LY UP 5W/TGHBAGK5 TO POINT. IF RIVER IS '� N �• r J► (WE OF HIGHWAY. MONUMENT IS LOCATED O OF PAVEMENT. CONTINUE ON DIRT ROAD NEAR N BE ACCESSED FROM THE � C0.05 THE INTERSECTION OF INTERSTATE 15 AND IMPASSABLE POINT CAN � � � '� �' WEST G�►LU� 7 84 +/- NLY OF CHAINLINK FENCE AND 19.5' 0 � MILE-) TO SECOND GATE, CONTINUE NE'LY 0.6 MILE LILAC ROAD. THE MONMENT IS LOCATED IN THE SOUTH VIA WAY. MONUMENT IS ON N'LY + W'LY FROM EDGE OF PAVEMENT AT HIGHWAY. v O TO ROCK OUTCROP (WITH MONUMENT.) ON NW'LY 15 -44.2 NW CORNER OF A DROP INLET WHICH IS 11.5 ,� SIDE OF GOUSER SER WAY AT NW'L Y CORNER OF C5EE NOTE #1, SHEET 1J SIDE OF ROAD ALONG RIDGE LINE. C5EE NOTE #1, METERS E'L Y FROM TH NE CORNER OF THE 12SECCSI L G AQUADUCT STRUCTURE. CSFF NOTE #1. SHEET 1.) 01 O 134ECC82 SHEET l-) p Z WEST LILAC ROAD BRIDGE OVER 1 -15. (SFF • � � DESCRIPTION SET 2" IRON PIPE WITH SAN DIEGO DESCRIPTION- S ET SAN DIEGO COUNTY SURVEYOR 'Y 1� � � O NOTE #1. SHEET l-) • VEYOF� COUNTY SURVEYOR BRA55 DISK IN POUR STONE �, 1899 C D ESCRIPTION SET 2 DIAMETER SAN DIEGO ,► 1999 BRA55 D15K IN TOP OF COUNTY WATER AUTHORITY OR 200 COUNTY SURVEYOR BRA55 D15K WITH CEMENT O '�! DESCRIPTION- FOUND STRUCTURE (6.5' X 7.5'-) MARKED 47 +30. CEMENT. ,c� 2.25 DIAMETER DEPARTMENT ON BOULDER rRAN8Q� OF TRANSPORTATION BRA55 DISK LOCATION■ 5E'L Y OF RAMONA. FROM THE 112WCCS1 LOCATION■ E'LY OF HIDDEN MEADOWS. NEAR THE 131ECC84 INTERSECTION OF SAN VICENTE ROAD AND CHUCK LOCATION IN ENCINITAS. GA. N LOCATION EAST OF FALLBROOK, GA.. NEAR THE INTERSECTION OF MOUNTAIN MEADOWS ROAD AND EAR THE WAGON ROAD, GO SOUTH ON CHUCK WAGON ROAD 134WCCS1 INTERSECTION OF LFUGADIA BOULEVARD AND 15 INTERSECTION OF INTERSTATE 15 AND MISSION _ GERVAZA BAJA. THE MONUMENT IS LOCATED 7' W'LY 0.4 MI TO END OF AG. CONTINUE 0.45 M/ TO ORPHEUS AVENUE THE MONUMENT 15 LOCATED ON ROAD. FROM THE MI55ION ROAD BRIDGE OVER 1 -15. 10 SI, FROM THE END OF THE Sly CURB RETURN'S EAST $D ' 0 LOCKED GATE. PA55 THROUGH GATE AND FOLLOW GO EAST ON MISSION ROAD 150 METERS TO THE DIRT POLE ROAD TO THE RIGHT 0.2 MI TO GATE. O 8UR VF THE SOUTH SIDE UT LFUGADIA BLVD. 32 PHE G A L END, MONUMENT IS 28 SLY OF STREET LIGHT AT C � Z 4Q �' EAST OT THE SOUTHEAST RETURN OF ORPHEUS /NTf R5ECTION OF STERLING VIEW DRIVE, TURN RIGHT O FAST END OF N'LY CURB RETURN. (SEE NOTE #1, G PA55 THROUGH GATE AND CONTINUE UP POLE ROAD e 9 AVENUE IN CONCRETE SIDEWALK. C5EE NOTE #1. • SHEET 1J _ _ < SHFFT 1J 0.35 MI TO STEEL POWER POLE CS-P. 297-). °� to 15 -50.6 DRIVE TO A LOW HILL AND THE MONUMENT ON THE I MONUMENT IS 72' W'LY OF STEEL POLE IN GRANITE 0 p Z RIGHT CWE5T-). MONUMENT IS 25 METERS WEST OF � `c OUTCROP. SET FENCE P05T WITNE55 IN ROCK 134WCCS1 A„d O OIL AND 5.8 METERS FAST OF FENCE. (SFF DESCRIPTION SET SAN DIEGO COUNTY SURVEYOR 1ECC84 GREVA55 2.4' NW'LY. CSFF NOTE #1. SHEET l-) c� DESCRIPTION- SET 2' DIAMETER SAN DIEGO COUNTY � 1999 r NOTE #1. SHEET 1-) V. O!�• y 99 9 � SURVEYOR B RA55 D15K IN DESCRIPTION■ SET 2' DIAMETER SAN DIEGO � O '� DE • DIAMETER DEPARTMENT p � M D F D RILLHOLE WITH EPDXY � DE SCRIPTION FOUND 2.25 BRA55 D15K IN DRILLHOLE WITH EPDXY IN CURB. COUNTY SURVEYOR BRA55 D15K IN DRILLHOLE '�VRV MO IN CONCRETE WALK. �ANSQO� OF TRANSPORTATION BRA55 DISK WITH CONCRETE WITH EPDXY ON GRANITE ROCK OUTCROP. COLLAR. 79-37.9 LOCATION■ WEST OF WARNER SPRINGS. FROM THE ENTRANCE OF WARNER SPRINGS RESORT. GO NORTH THEN WEST ALONG STATE HIGHWAY 79 FOR CAL 2.7 MILES TO A POINT OPPOSITE THE END OF THE AIRPORT RUNWAY AND THE WIND500K ON THE LEFT 79-37.9 (50UTH-). THE MONUMENT IS 20.9 METERS 51Y OF THE HIGHWAY G/L AND 1.75 METERS N'LY OF THE • O R/W FENCE. (SEE NOTE #1. SHEET l-) �► 1999 Aiz • O ff` OQ� DESCRIPTION FOUND 2.25' DIAMETER DEPARTMENT �ANSP OF TRANSPORTATION BRA55 DISK.