1992-625379 R. o f S. MAP No.
SHEET 1 OF 11 SHEETS
PROCEDURE OF SURVEY: CI U RECORD OF SURVEY
THE POSITIONS OF THE STATIONS IN THIS NETWORK WERE OF A HORIZONTAL SURVEY CONTROL NETWORK, OVER PORTIONS OF
DERIVED FROM LEAST - SQUARES ADJUSTMENTS OF THREE- TOWNSHIP 11 SOUTH, RANGE 2 WEST, TOWNSHIP 11 SOUTH,
DIMENSIONAL BASELINE VECTORS THAT WERE CALCULATED FROM RANGE 3 WEST, TOWNSHIP 12 SOUTH, RANGE 2 WEST, AND
GLOBAL POSITIONING SYSTEM (G.P.S.) DATA THAT WAS LOGGED TOWNSHIP 12 SOUTH, RANGE 3 WEST, SAN BERNADINO BASE AND
BY THE STATIC SURVEY METHOD. THE PROCEDURES USED IN "BOUCHER 2 l MERIDIAN, IN THE CITY OF SAN MARCOS AND THE UNINCOR-
THIS SURVEY, FOR BOTH THE FIRST -ORDER AND SECOND -ORDER S URVEY S7 P ORATED TERRITORY OF THE COUNTY OF SAN DIEGO, STATE OF
HORIZONTAL CONTROL NETWORKS, COMPLIED WITH THE STANDARDS CALIFORNIA.
PER THE FEDERAL GEODETIC CONTROL COMMITTEE .AN CO NTR OL PUBLICATION "GEOMETRIC GEODETIC ACCURACY STANDARDNDARD S AND
SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING STATEMENT OF PURPOSE:
TECHNIQUES ", VERSION 5.0, DATED MAY 11, 1988, CORRECTED 76
AUGUST 1, 1989. THE PURPOSE OF THIS SURVEY IS TO CONSOLIDATE NEWLY MONU-
MENTED STATIONS, ALONG WITH CERTAIN CADASTRAL MONUMENTS
BASELINE VECTORS WERE CALCULATED BY COMPUTER FROM THE OF THE SECTIONALIZED LAND SYSTEM AND EXISTING CALTRANS,
FIELD LOGGED DATA WITH "TRIMVEC PLUS" VERSION "E" COUNTY OF SAN DIEGO, AND CITY OF SAN MARCOS HORIZONTAL/
SOFTWARE. THE LEAST - SQUARES ADJUSTMENTS WERE DONE WITH VERTICAL CONTROL POINTS, INTO A NETWORK OF FIRST -ORDER
"GEOLAB" VERSION "1.91S" SOFTWARE. AND SECOND -ORDER HORIZONTAL CONTROL STATIONS, SAID NET-
WORK BEING CONSTRAINED TO THE NATIONAL GEODETIC SURVEY
TO SURVEY THE RELATIONSHIP BETWEEN THE N.G.S. "HIGH B -ORDER "HIGH PRECISION GEODETIC NETWORK ", AND WITH SAID
PRECISION GEODETIC NETWORK" (H.P.G.N.) AND THE PRIMARY 15 NETWORK'S CCS83 COORDINATES, SEA -LEVEL ELEVATIONS, AND
CONTROL POINTS OF THE NETWORK SHOWN ON THIS MAP, FIVE "SM082" S6 NAD83 GEODETIC POSITIONS BEING PUBLISHED FOR USE BY
RECEIVERS LOGGED DATA FOR TWO 2'h - HOUR SESSIONS. L 1082 FUTURE SURVEYS AND GEOGRAPHIC INFORMATION SYSTEMS.
DURING BOTH SESSIONS, RECEIVERS OCCUPIED EACH OF TWO 1080A d
N.G.S. H.P.G.N. STATIONS, "BOUCHER 2" AND "HPGN CA 11 1081 Q 1092
07 "; RECEIVERS ALSO OCCUPIED EACH OF THIS SURVEY'S TWO 78 SURVEYOR'S STATEMENT:
PRIMARY STATIONS, "PHIL" AND 11 SM082 11 ; AND, A FIFTH S12
RECEIVER OCCUPIED THE SAN DIEGO COUNTY H.P.G.N. STATION THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
"LOMAX ". THE DATA WAS PROCESSED INTO NAD83 POSITIONS 0 UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
FOR "PHIL" AND "SM082 ", WITH THE POSITIONS OF THE ABOVE- 1085 1084 OF THE LAND SURVEYORS ACT AT THE REQUEST OF THE CITY
MENTIONED N.G.S. STATIONS BEING HELD FIXED AS A CON- L� 1083 ENGINEER OF THE CITY OF SAN MARCOS IN APRIL, 1992.
STRAINT. RESULTS FROM THE DATA LOGGED AT "LOMAX" ARE
NOT SHOWN HEREON, BUT MAY BE OBTAINED AT THE OFFICE OF v AN � s' jf_�• c
THE CITY ENGINEER OF THE CITY OF SAN MARCOS. 1086 d 1053 5�'� y 7 d""^` + , am ,2 "-
"HPGN CA 11 07" CV� w H / �4 �.� JOHN W. HILL, JR. L.S. 5669
FOR THE FIRST -ORDER NETWORK SHOWN HEREON, DATA WAS , b O� LICENSE EXPIRES 9/30f95
LOGGED FOR 90 MINUTES PER SESSION. THE POSITIONS OF 1088 A 1021 1093 x.$.
"PHIL" AND 11 SMO82" WERE THEN HELD FIXED AS THE CON- 512 "PHIL" DATED: Q -ZS"92
gyp, �3J30 95
STRAINTS FOR THE ADJUSTMENT OF SAID NETWORK, RESULTING 1087
IN NAD83 POSITIONS FOR THE REMAINING 13 FIRST -ORDER 1090 78 NOT TO SCALE ' OF CAL
STATIONS. THESE STATIONS ARE SHOWN ON SHEETS 2 AND 3 S11
AND LISTED ON SHEETS 4 AND 5.
FOR THE SECOND -ORDER NETWORK SHOWN HEREON, DATA WAS S10 A 1089 15 LEGEND:
LOGGED FOR A MINIMUM OF 50 MINUTES PER SESSION THE A F DICOPOIN COUNTY ENGINEER'S STATEMENT:
POSITIONS OF THE FIFTEEN FIRST -ORDER STATIONS WERE THEN
HELD FIXED AS THE CONSTRAINTS FOR THE ADJUSTMENT OF THE THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION
SECOND -ORDER NETWORK, RESULTING IN NAD83 POSITIONS FOR 5 INDICATES N.G.S. 8 OF THE LAND SURVEYORS ACT THIS DAY OF
H.P.G.N. STATION •
THE 109 SECOND-ORDER STATIONS. THESE STATIONS ARE SHOWN $ 7" , 1992.
ON SHEETS 2 AND 3 AND LISTED ON SHEETS 4 AND 5. S9 55 SEE SHEETS 2 - 3 FOR
VICINITY MAP COMPLETE NETWORK. GRANVILLE M. BOWMAN
THE ELLIPSOID HEIGHTS SHOWN ON THIS MAP WERE DERIVED Q/ COUNTY ENGINEER
FROM LEAST - SQUARES ADJUSTMENTS OF THE NETWORKS, 2. Q,. G /U9 9y� RCE 13681
CONSTRAINED TO THE ELLIPSOID HEIGHTS OF THE TWO N.G.S.
�t .�+ �i.� 0 BY
H.P.G.N. STATIONS. 13 PHILIP J. GIURBINO L.S.4424
IiD. L S4N24
ANALYSIS OF THE G.P.S. DATA LOGGED AT THE 70 SECOND- BASIS OF COORDINATES: BASIS OF ELEVATIONS:
ORDER AND 6 THIRD -ORDER BENCHMARKS INCLUDED IN THIS
HORIZONTAL CONTROL NETWORK RESULTED IN A DETAILED MODEL THE "CALIFORNIA COORDINATE SYSTEM OF 1983" (CCS83) ZONE THE ELLIPSOID HEIGHTS SHOWN ON THIS MAP ARE
OF THE LOCAL GEOID /ELLIPSOID SEPARATION. THIS MODEL, 6 COORDINATES AND "NORTH AMERICAN DATUM OF 1983" (NAD83) BASED ON THE ELLIPSOID HEIGHTS OF
THE
TOGETHER WITH THE SURVEYED ELLIPSOID HEIGHTS, WAS USED GEODETIC POSITIONS SHOWN HEREON FOR THIS HORIZONTAL FOLLOWING B -ORDER NATIONAL GEODETIC SURVEY
TO ESTABLISH THE ELEVATIONS OF THE REMAINING STATIONS IN CONTROL NETWORK ARE BASED ON THE PUBLISHED NAD83 HIGH PRECISION GEODETIC NETWORK STATIONS:
THE NETWORK. "GEOID90" SOFTWARE WAS USED TO CALCULATE POSITIONS OF THE FOLLOWING B -ORDER NATIONAL GEODETIC FILE NO. ° `y�.�►3�'l
THE SEPARATION BETWEEN THE ELLIPSOID AND THE "NGVD88" SURVEY "HIGH PRECISION GEODETIC NETWORK" STATIONS: "BOUCHER 2 ELLIPS. HT. 1,629.062 METERS
FILED THIS Sr DAY OF C Tb Aw , 1992, AT
GEOID AT EACH OF THIS NETWORK'S 124 STATIONS, PROVIDING
A CORROBORATING CHECK ON THE MODEL. "BOUCHER 2" LATITUDE 33 0 20 1 04.98332" NORTH "HPGN CA 11 07" ELLIPS. HT. 60.658 METERS O'CLOCK
?.M., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE
LONGITUDE 116 °55'09.32140" WEST
NOTE: ALTHOUGH CAREFUL PROCEDURES WERE USED IN LOGGING AT THE REQUEST OF JOHN W. HILL, JR.
AND PROCESSING THE SURVEY DATA, NO SPECIFIC ORDER -OF- "HPGN CA 11 07" LATITUDE 33 0 07 1 46.17422" NORTH ANNETTE EVANS
PRECISION IS CLAIMED FOR THIS SURVEY'S ELLIPSOID HEIGHTS LONGITUDE 117 °16'37.07774" WEST THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY RECORDER
OR ELEVATIONS. PUBLISHED VALUES FOR THE "NATIONAL GEODETIC
THE COORDINATES SHOWN ON THIS MAP WERE CALCULATED FROM VERTICAL DATUM OF 1929" ELEVATIONS OF BY:
THE SURVEYED RELATIONSHIP BETWEEN THE ABOVE - MENTIONED SEVENTY -THREE BENCHMARKS; SAID BENCHMARKS ARE DEPUTY UNTY ECORDER�
H.P.G.N. STATIONS AND THE NETWORK SHOWN HEREON AS SAID LISTED ON SHEETS 4 AND 5. FEE: $ 25.00 RF
RELATIONSHIP EXISTED DURING THIS APRIL, 1992, SURVEY. $ 1.00 MG
HUNSAKER AND ASSOCIATES SAN DIEGO, INC. CALIF. COORD. INDEX: 360 -1720
R o S. MAP No.
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HUNSAKER AND ASSOCIATES SAN DIEGOt INC. CALIF. COORD. INDEX: 360-1720
R. o MAP N
SHEET 4 O 11 SHEETS
No. STATION NAME NORTHING BASTING ELEVATION COMBINATION CONVERGENCE LATITUDE LONGITUDE ELLIPSOID No.
(CCS83) (CCS83) FACTOR (NORTH) (WEST) HEIGHT
U.S.FEET U.S.FEET U.S.FEET METERS
1002 SMVC002 1,989,504.107 6,265,136.482 620.467 0.9999 36456 - 0 33 117 155.872 1002
1003 SM003 1,991,161.431 6,266,798.195 619.80 0.9999 36194 - 0 33 117 155.682 1003
1005 SMVC005 1,995,911.867 6,269,890.500 549.270 0.9999 38758 - 0 " 33 117 134.273 1005
1006 SMVCO06 1,998,032.666 6,270,818.658 588.048 0.9999 36556 - 0 33 117 146.140 1006 CITY 0
1007 SMVC007 2,001,285.640 6,271,990.311 555.772 0.9999 37597 - 0 " 33 117 136.336 1007
.1008 SMVCO08 2,003,760.038 6,269,393.915 465.209 0.9999 41570 - 0 33 117 108.745 1008
1009 SMVC009 2,002,339.668 6,268,713.284 443.635 0.9999 42815 - 0 33 117 102.133 1009 MARCOS
1010 SMVCOIO 2,000,972.668 6,268,155.544 481.921 0.9999 41188 - 0 33 117 113.792 1010
1011 SMVC011 1,994,788.469 6,263,784.408 572.470 0.9999 37858 - 0 33 117 141.232 1011
1012 SMVC012 1,992,958.800 6,262,227.198 507.022 0.9999 41301 - 0 33 117 121.249 1012
1013 SMVC013 1,993,349.073 6,265,724.858 515.178 0.9999 40830 - 0 33 117 123.794 1013 SURVEY
1014 SMVC014 1,996,813.252 6,267,935.128 648.144 0.9999 33886 - 0 33 117 164.402 1014
1015 SMVC015 1,999,211.088 6,268,154.818 681.898 0.9999 31891 - 0 33 117 174.715 1015 0 T R 0 L
1016 SMVC016 1,999,691.140 6,269,906.304 589.960 0.9999 36210 - 0 " " 33 117 146.723 1016
1017 SMVC017 1,992,455.016 6,270,654.355 510.762 0.9999 41172 - 0 33 117 122.524 1017
1018 SMVC018 1,991,503.613 6,271,681.699 523.715 0.9999 40710 - 0 33 117 126.497 1018
$ 1019 SMVCO19 1,989,451.298 6,272,524.538 622.594 0.9999 36334 - 0 33 117 156.631 1019
1020 SMVCO20 1,987,647.949 6,273,419.169 713.846 0.9999 32286 - 0 33 117 184.457 1020
1021 SMVCO21 1,992,450.992 6,274,932.043 533.690 0.9999 40054 - 0 33 117 129.610 1021
1022 SMVCO22 1,993,066.840 6,276,811.685 535.222 0.9999 39870 - 0 33 117 130.106 1022
1024 SMVCO24 1,994,791.628 6,277,262.902 549.619 0.9999. 38891 - 0 33 117 134.514 1024 ELEVATION NOTE:
1025 SMVCO25 1,993,957.472 6,274,533.803 537.741 0.9999 39609 - 0 33 117 130.849 1025 ALL ELEVATIONS SHOWN HEREON TO THE PRECISION
OF 0.001
1026 SMVCO26 1,993,398.410 6,2 72,702.409 527.529 0.9999 40200 - 0 33 117 127.689 1026
1028 SMVCO28 1,996,940.135 6,273,437.714 541.503 0.9999 38945 - 0 33 117 131.999 1028 FOOT ARE PER EITHER THE CITY OF SAN MARCOS
OR COUNTY OF
1030 SMVCO30 2,002,200.092 6,274,355.961 601.147 0.9999 35274 - 0 33 117 150.252 1030 SAN DIEGO VERTICAL CONTROL BOOKS, AND ARE THE
BASIS FOR
THIS NETWORK'S ELEVATIONS. ELEVATIONS SHOWN HEREON TO
1032 SMVCO32 1,995,844.654 6,275,949.345 543.629 0.9999 39010 - 0 33 117 132.681 1032
THE PRECISION OF 0.01 FOOT ARE PER THIS SURVEY, AND ARE
1033 SMVCO33 1,998,252.102 6,276,238.703 567.533 0.9999 37481 - 0 33 117 139.989 1033
1034 SMVCO34 1,997,746.757 6,279,012.375 581.246 0.9999 36892 - 0 33 117 144.215 1034 BASED ON THIS LOCAL DATUM. AN ELEVATION
SHOWN IN
1035 SMVCO35 1,997,066.996 6,281,274.041 579.938 0.9999 37052 - 0 33 117 143.862 1035 PARENTHESES IS THE PUBLISHED ELEVATION OF A
STATION NOT
1036 S14VCO36 1,994,956.981 6,282,000.712 580.941 0.9999 37342 - 0 33 117 144.169 1036
CONFIRMED TO BE ON THIS LOCAL DATUM.
1038 S14VCO38 1,994,412.160 6,286,086.415 644.827 0.9999 34359 - 0 33 117 163.701 1038
1039 SMVCO39 1,991,165.465 6,287,054.852 794.094 0.9999 27767 - 0 33 117 209.162 1039 COMBINATION FACTOR NOTE:
1040 SMVC040 1,987,986.519 6,287,086.075 1223.165 0.9999 07799 - 0 33 117 339.919 1040
1041 SMVC041 1,991,754.217 6,289,867.815 753.678 0.9999 29582 - 0 33 117 196.929 1041 TO CONVERT THE GRID DISTANCE BETWEEN ANY TWO POINTS
SHOWN
1042 SMVC042 1,993,336.324 6,295,175.291 709.576 0.9999 31403 - 0 33 117 183.584 1042 ON THIS MAP TO THE GROUND DISTANCE BETWEEN
THEM, DIVIDE
THE GRID DISTANCE BY THE AVERAGE OF THEIR COMBINATION
1043 SMVC043 1,994,269.531 6,290,398.132 663.497 0.9999 33467 - 0 33 117 169.495 1043
1046 SMVC046 1,998,242.448 6,294,718.151 671.789 0.9999 32414 - 0 33 117 172.114 1046 FACTORS.
1047 SMVC047 2,000,327.180 6,294,956.804 706.811 0.9999 30414 - 0 33 117 182.823 1047 THE GRS80 ELLIPSOID, UPON WHICH CCS83 IS BASED,
HAS A
1048 SMVC048 2,001,863.593 6,292,585.462 715.284 0.9999 29786 - 0 33 117 185.381 1048 SMALLER RADIUS CURVATURE IN THE NORTH -SOUTH DIRECTION,
AS
1049 SMVC049 2,000,148.878 6,291,863.709 672.649 0.9999 32087 - 0 33 117 172.354 1049
COMPARED WITH THE EAST -WEST DIRECTION. AN ELLIPSOID
1051 SMVCO51 1,998,226.856 6,289,569.815 652.946 0.9999 33338 - 0 33 117008120.31015" 166.286 1051 RADIUS OF 20,897,688.176 FEET HAS
BEEN USED BY OTHER
1052 SMVCO52 2,000,815.380 6,288,969.205 696.576 0.9999 30856 - 0 33 117 179.583 1052 SURVEYS IN SAN DIEGO COUNTY, AND IS CLOSE TO
THE AVERAGE
1053 SMVCO53 1,999,359.883 6,286,408.954 633.631 0.9999 34100 - 0 33 117 160.350 1053
1054 SMVCO54 1,999,540.476 6,284,382.012 603.849 0.9999 35508 - 0 33 117 151.220 1054 RADIUS (ALONG ALL AZIMUTHS) OF THE SURVEY CONTROL
NETWORK
1055 SMVCO55 1,998,117.914 6,283,281.301 586.853 0.9999 36546 - 0 33 117 146.013 1055 SHOWN HEREON. THIS RADIUS, AND THE SURVEYED
ELLIPSOID
HEIGHTS, WERE USED IN CALCULATING THE ELLIPSOIDAL
1057 SMVCO57 2,001,028.000 6,282,731.858 606.259 0.9999 35169 - 0 33 117 151.956 1057
1058 SMVCO58 2,003,431.235 6,282,843.033 632.62 0.9999 33550 - 0 33 117 160.019 1058 REDUCTION FACTOR PORTION OF THE COMBINATION
FACTOR.
4 " "
1059 SMVCO59 2,005,301.809 6,282,831.910 648.650 0.9999 32515 - 0 33 117 164.925 1059
1060 SMVC060 2,007,727.822 ,6,283,033.473 672.611 0.9999 31032 - 0 33 117 172.260 1060 SURVEYOR'S NOTE:
1061 SMVC061 2,010,720.817 6,284,323.185 708.659 0.9999 28902 - 0 33 117 183.323 1061
SURVEYORS INTENDING TO USE STATIONS FROM THIS NETWORK AS
1062 SMVC062 2,011,469.612 6,282,105.494 792.747 0.9999 24793 - 0 33 117 208.913 1062 FIELD CONTROL ARE ADVISED NOT TO USE CLOSELY
- SPACED
1064 SMVC064 2,015,372.296 6,285,834.568 766.609 0.9999 25554 - 0 33 117 201.033 1064
1066 SMVC066 2,017,553.995 6,281,095.021 853.238 0.9999 21178 - 0 33 117 227.355 1066 STATIONS AS AN AZIMUTH BASIS. THIS IS DUE
TO THE "BASE
1067 SMVC067 2,020,827.618 6,280,352.395 941.190 0.9999 16616 - 0 33 117 254.169 1067 ERROR" COMPONENT OF THE PROBABLE ERROR FOR EACH
POINT,
1069 SMVC069 2,016,469.205 6,293,626.291 1016.970 0.9999 13422 - 0 33 117 277.467 1069 WHICH MAY NOT BE NEGLIGIBLE IF ADJACENT POINTS
ARE USED.
1070 SMVC070 2,009,324.915 6,287,623.047 723.655 0.9999 28361 - 0 33 117 187.891 1070 AN AZIMUTH ERROR ESTIMATE FOR A PAIR OF STATIONS
CAN BE
1071 SMVC071 2,008,092.756 6,286,997.820 712.976 0.9999 29041 - 0 33 117 184.606 1071 CALCULATED FROM THE F.G.C.C. G.P.S. SURVEY STANDARDS
FOR
1072 SMVC072 2,008,865.385 6,285,079.215 689.267 0.9999 30076 - 0 33 117 177.372 1072 MAXIMUM ERROR (AT THE 95% CONFIDENCE LEVEL),
WHICH ARE:
1073 SMVC073 2,006,102.624 6,285,819.940 681.77 (681.476) 0.9999 30808 - 0 33 117 175.072 1073
FIRST -ORDER - 1 CENTIMETER BASE ERROR; 10 PARTS PER
1074 SMVC074 2,004,725.277 6,286,137.408 748.337 0.9999 27814 -0 33 117 195.362 1074
MILLION LINE - LENGTH DEPENDENT ERROR.
1076 SMVC076 2,003,148.215 6,285,907.792 684.656 0.9999 31090 - 0 33 117 175.927 1076 SECOND -ORDER - 2 CENTIMETERS BASE ERROR; 20
PARTS PER
1077 SMVC077 2,001,275.642 6,286,440.437 653.824 0.9999 32844 - 0 33 117 166.500 1077 MILLION LINE - LENGTH DEPENDENT ERROR.
1078 SMVC078 2,002,019.686 6,289,023.080 723.091 0.9999 29407 - 0 33 117 187.677 1078
HUNSAKER AND ASSOCIATES SAN DIEGO, INC. CALIF. COORD. INDEX: 360 -1720
I 2 , 1 q 2
R . o 5, NAP No. 139,28
SHEET 5 OF 11 SHEETS
NO. STATION NAME NORTHING BASTING ELEVATION - COMBINATION CONVERGENCE LATITUDE LONGITUDE ELLIPSOID NO.
(CCS83) (CCS83) FACTOR (NORTH) (WEST) HEIGHT*
U.S.FEET U.S.FEET U.S.FEET METERS
1080 SAN MARCOS 2,022,131.021 6,275,958.294 1670.94 0.9998 81583 -0 33 117 476.524 1080
1081 SAN MARCOS ECG 2,019,091.876 6,275,425.004 981.990 0.9999 14870 -0 33 117 266.495 1081
1082 SM082 2,025,210.011 6,294,451.329 1738.57 0.9998 77974 -0 33 117 497.504 1082
1083 SM083 2,009,133.412 6,292,163.046 1486.58 0.9998 91866 -0 33 117 420.514 1083
1084 PECHSTEIN RESET 2,006,295.783 6,279,830.363 1303.09 0.9999 01079 -0 33 117 364.337 1084 CITY OF
117
1085 SM085 2,006,474.698 6,272,809.099 780.49 0.9999 26086 -0 33 117 204.929 1085
1086 SM086 1,996,906.557 6,267,884.838 653.52 0.9999 33613 -0 3138.695 33 12 166.046 1086
1087 SM087 1 6,268,868.947 919.62 0.9999 22698 -0 710 33 117 247.072 1087 SAN MARCOS
1088 PHIL 1,989,926.418 6,263,436.099 778.97 0.9999 28807 -0 33 117 204.143 1088
1089 SM089 1,975,627.612 6,271,767.917 971.11 0.9999 22340 -0 33 117 262.690 1089
1090 WHITNEY ECC 1,984,581.076 6,284,277.043 1706.759 0.9998 85307 -0 33 117 487.211 1090 S URVEY
1092 SM092 2,022,306.571 6,283,732.398 1481.92 0.9998 90578 -0 33-12'46.48420 117 419.060 1092
1093 78-15.5 CDH 1,992,729.094 6,294,911.980 712.369 0.9999 31374 -0 33 117 184.425 1093
1100 SM100 2,023,841.472 6,292,422.810 1449.15 0.9998 91964 -0 33 117 409.217 1100 CONTROL
1101 0053 001 XP38 2,017,608.240 6,295,152.012 1359.24 0.9998 96912 -0 33 117 381.815 1101
1102 SM102 2,015,452.783 6,275,439.166 750.43 0.9999 26362 -0 33 117 195.896 1102
1103 SM103 2,011,453.534 6,277,785.389 841.81 0.9999 22470 -0 33 117 223.755 1103
1104 SM104 2,009,995.496 6,294,069.198 1508.29 0.9998 90709 -0 33 117 427.164 1104
1105 BL 0010 2,020,805.002 6,268,642.710 626.19 (629.640) 0.9999 31734 -0 33 117 157.945 1105
1106 113W163 2,006,224.533 6,273,595.459 647.96 0.9999 32459 -0 33 117 164.544 1106
ELEVATION NOTE:
1107 SM107 1,988,219.233 6, - 269,969.642 547.10 0.9999 40176 -0 °31'24.709" 33 117 °12'09.75279" 133.576 1107 ALL ELEVATIONS SHOWN
HEREON TO THE PRECISION OF 0. 001
1108 SM108 1,988,370.789 6,273,447.491 724.89 0.9999 31626 -0 33 117 187.832 1108
J109 SM109 1,984,778.662 6,277,559.240 1624.44 0.9998 89237 -0 33 117 462.011 1109 FOOT ARE PER EITHER THE CITY OF SAN MARCOS
OR COUNTY OF
1110 123W137 1,979,467.804 6,273,584.836 799.81 0.9999 29741 -0 33 117 210.544 1110 SAN DIEGO VERTICAL CONTROL BOOKS, AND ARE THE
BASIS FOR
lill smill 1,989,191.644 6,286,894.977 1202.10 0.9999 08592 -0 33 117 333.508 lill THIS NETWORK'S ELEVATIONS. ELEVATIONS SHOWN
HEREON TO
1112 ES 0366 1,989,423.655 6,292,980.669 696.680 0.9999 32709 -0 33 117 179.553 1112 THE PRECISION OF 0.01 FOOT ARE PER THIS SURVEY,
AND ARE
1113 SM113 1,991,857.032 6,281,611.357 594.07 0.9999 37242 -0 33 117 148.105 1113 BASED ON THIS LOCAL DATUM. AN ELEVATION
SHOWN IN
1114 113WO89 2,022,174.766 6,283,642.934 1431.32 0.9998 93015 -0 33 117 403.620 1114 PARENTHESES IS THE PUBLISHED ELEVATION OF A
STATION NOT
1116 0050 030 02 1,978,174.107 6,280,325.006 670.210 0.9999 36177 -0 33 117 °10'06.96103" 171.117 1116
1117 ES 0322 1,979,872.321 6,270,278.931 556.075 0.9999 41337 -0 33 117-12'05.22084 136.198 1117 CONFIRMED TO BE ON THIS LOCAL DATUM.
1118 K 0302 1,979,732.275 6,262,931.915 533.388 0.9999 42491 -0*32'09.665" 33 117 129.112 ilia COMBINATION FACTOR NOTE:
1119 ES 0264 2,009,515.498 6,269,573.015 482.814 0.9999 39929 -0 33*10'38.68184 117 114.182 1119
1120 SM120 2,003,328.832 6,272,678.266 735.32 0.9999 28697 -0 33 117 191.116 1120 TO CONVERT THE GRID DISTANCE BETWEEN ANY TWO POINTS
SHOWN
1121 ROUTE 2,028,627.967 6,286,565.664 964.95 0.9999 14709 -0 33 117 261.551 1121 ON THIS MAP TO THE GROUND DISTANCE BETWEEN THEM,
DIVIDE
1122 0001 058 R4 1,982,012.174 6,266,977.012 592.04 0.9999 39211 -0 33 117 147.117 1122 THE GRID DISTANCE BY THE AVERAGE OF
THEIR COMBINATION
1123 SM123 1,989,090.605 6,277,335.823 773.17 0.9999 29170 -0 33 117 202.624 1123 FACTORS.
1124 SM124 2,011,308.754 6,275,604.023 1150.83 0.9999 07712 -0 33 117 317.907 1124 THE GRS80 ELLIPSOID, UPON WHICH CCS83 IS BASED,
HAS A
1125 SK125 2,002,250.421 6,279,255.556 1192.74 0.9999, 06941 -0 33 117 330.657 1125 SMALLER RADIUS CURVATURE IN THE NORTH-SOUTH DIRECTION,
AS
1126 SM126 1,987,316.747 6,262,716.754 502.04 0.9999 42534 -0 33 117 119.664 1126
1127 SM127 2,007,650.424 6,268,628.795 450.50 0.9999 41733 -0 33 117 104.273 1127 COMPARED WITH THE EAST-WEST DIRECTION. AN
ELLIPSOID
RADIUS OF 20,897,688.176 FEET HAS BEEN USED BY OTHER
1128 SM128 2,003,582.347 6,262,077.416 504.47 0.9999 39754 -0 33 117 120.539 1128 SURVEYS IN SAN DIEGO COUNTY, AND IS CLOSE TO
THE AVERAGE
1129 78-10.6 CDH 1,999,599.667 6,271,406.947 602.289 0.9999 35627 -0 33 °09'00.7433?" 117 °11'54.07104" 150.511 1129
1130 78-12.9 CDH 1,994,575.663 6,281,945.945 581.929 0.9999 37362 -0 33 117 144.443 1130 RADIUS (ALONG ALL AZIMUTHS) OF THE SURVEY
CONTROL NETWORK
SM131 1,988,398.109 6,266,717.693 675.55 0.9999 34012 -0 33'07'09.49313 117 172.671 1131 SHOWN HEREON. THIS RADIUS, AND THE SURVEYED
ELLIPSOID
1132 SM132 2,006,146.139 6,276,158.702 714.41 0.9999 29279 -0 33 117 184.844 1132 HEIGHTS, WERE USED IN CALCULATING THE
ELLIPSOIDAL
1133 SM133 2,001,617.480 6,279,355.894 1142.05 0.9999 09460 -0 33 117 315.202 1133 REDUCTION FACTOR PORTION OF THE COMBINATION FACTOR.
1134 SM134 2,011,773.235 6,274,849.439 1096.99 0.9999 10231 -0 33*11'01.49281 117 301.486 1134
1135 SM135 2,012,456.356 6,283,433.149 808.09 0.9999 23931 -0 33 117 213.616 1135 SURVEYOR'S NOTE:
1136 SM136 2,004,554.401 6,289,731.370 1216.78 0.9999 05413 -0 33 117 °08'19.04435" 338.196 1136
1137 SM137 1,993,661.834 6,289,262.034 846.61 0.9999 24816 -0 33 117*08'23.47177# 225.252 1137 SURVEYORS INTENDING TO USE STATIONS
FROM THIS NETWORK AS
1138 SM138 1,981,152.302 6,263,164.830 540.92 0.9999 41843 -0 33 117*13 131.456 1138 FIELD CONTROL ARE ADVISED NOT TO USE CLOSELY-SPACED
1139 ES 0260 2,005,908.544 6,266,621.672 401.684 0.9999 44314 -0 33 117 89.360 1139 STATIONS AS AN AZIMUTH BASIS. THIS IS DUE
TO THE "BASE
1140 ES 0392 2,002,258.081 6,265,845.147 406.606 0.9999 44615 -0 33 117 90.766 1140 ERROR" COMPONENT OF THE PROBABLE ERROR FOR EACH
POINT,
1141 ES 0267 2,013,763.084 6,273,586.331 617.61 (618.243) 0.9999 32926 -0 33 117 155.366 1141 WHICH MAY NOT BE NEGLIGIBLE IF ADJACENT
POINTS ARE USED.
1143 SM143 1,996,289.644 6,282,020.958 586.72 0.9999 36851 -0'30'07.304" 33 117 145.924 1143
AN AZIMUTH ERROR ESTIMATE FOR A PAIR OF STATIONS CAN BE
1144 SM144 1,996,301.221 6,289,539.845 630.00 0.9999 34743 -0 33 117 159.271 1144 CALCULATED FROM THE F.G.C.C. G.P.S. SURVEY STANDARDS
FOR
1145 SM145 1,998,709.162 6,285,069.854 722.21 0.9999 29967 -0 33 117 187.323 1145 MAXIMUM ERROR (AT THE 95$ CONFIDENCE LEVEL),
WHICH ARE:
1148 0047 078 FP12 1,992,840.575 6,263,027.174 500.92 0.9999 41611 -0 33 117 119.391 1148
, 1149 112WI06 2,016,348.801 6,293,244.062 1005.15 0.9999 14002 -0 33 117 273.862 1149 FIRST-ORDER - 1 CENTIMETER BASE ERROR; 10
PARTS PER
1150 SM150 2,014,939.016 6,273,506.991 669.49 0.9999 30303 -0 33 117 171.185 1150 MILLION LINE-LENGTH DEPENDENT ERROR.
1151 123W113 1,984,796.654 6,279,063.571 1335.80 0.9999 03036 -0 33 117 374.061 1151 SECOND-ORDER - 2 CENTIMETERS BASE ERROR; 20
PARTS PER
MILLION LINE-LENGTH DEPENDENT ERROR.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC, CALIF. COORD. INDEX: 360-1720
1
R. o f S. MAP No. 1
SHEET F of 11 SHEETS
NOTE: SOME OF THIS NETWORK'S MONUMENTS, AS WELL AS SOME
ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
STATION DESCRIPTIONS NOTE: 1019 SMVCO19
EACH OF THE FOLLOWING DESCRIPTIONS IS PRECEDED BY THE FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
POINT'S NUMBER (PER THIS SURVEY) AND ITS STATION NAME. 1008 SMVCO08 1014 SMVC014 OF SAN MARCOS VERTICAL CONTROL VC 019 1990
".
EACH DESCRIPTION BEGINS WITH THE STATION'S MONUMENT LOCATED AT THE INTERSECTION OF LA SOMBRA DRIVE AND
DESCRIPTION, FOLLOWED BY A PARAGRAPH OF DIRECTIONS TO FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED
"CITY BAJA WAY; AT THE EASTERLY POINT OF CURB RETURN OF THE
REACH THE POINT. ALL DISTANCES ARE APPROXIMATE. SOME OF SAN MARCOS VERTICAL CONTROL VC 008 1990 ". OF SAN MARCOS VERTICAL CONTROL VC 014 1990t NORTHEAST
CURB RETURN, 1.3 FEET NORTHERLY FROM THE CURB
OF THE FOLLOWING "TO- REACH" DIRECTIONS END IN THE LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION FROM THE INTERSECTION OF RANCHO SANTA FE ROAD
AND FACE AND 4.3 FEET EASTERLY OF THE FIRE HYDRANT. TB P21
"THOMAS BROS." MAP PAGE AND GRID NUMBER. OF SOUTH SANTA FE AVENUE AND SMILAX ROAD; 27.0 FEET LINDA VISTA DRIVE GO WESTERLY ALONG LINDA VISTA DRIVE A2.
SOUTH OF SANTA FE AVENUE AND 1.0 FEET WEST OF POWER POLE APPROXIMATELY 0.4 MILES TO A 90 DEGREE CURVE IN LINDA
ADDITIONAL INFORMATION REGARDING THESE MONUMENTS AND ,#713056 H. TB P15 F4. VISTA DRIVE; LOCATED ON THE SOUTH SIDE OF LINDA VISTA
THEIR ACCESS IS ON FILE IN THE OFFICE OF THE CITY AT THE EASTERLY POINT OF CURB RETURN OF THE SOUTHERLY
ENGINEER OF THE CITY OF SAN MARCOS. CURB RETURN AT THE 90 DEGREE CURVE, 6.5 FEET SOUTH OF 1020 SMVCO20
THE CURB FACE AND 1.0 FEET BEHIND THE SIDEWALK. TB P15
1009 SMVCO09 F6. FOUND 2h BRASS DISC, IN STANDARD STREET WELL MONUMENT
ENCLOSURE, STAMPED "LS 3069 CL PC ".
FOUND 3/ BRASS DISC, IN CONCRETE MONUMENT, "STAMPED CITY FROM INTERSECTION OF LA PLAZA DRIVE AND LA GRANADA
1002 SMVC002 OF SAN MARCOS VERTICAL CONTROL VC 009 1990 ". DRIVE GO SOUTHERLY ALONG LA PLAZA DRIVE 0.15 MILES - OR
FROM THE INTERSECTION OF SOUTH SANTA FE AVENUE AND 1015 SMVC015 - FROM INTERSECTION OF LA PLAZA DRIVE AND SAN PABLO
FOUND 3 11 BRASS DISC, IN STANDARD STREET WELL MONUMENT SMILAX GO SOUTHERLY ALONG SMILAX ROAD APPROXIMATELY 0.3 DRIVE GO EASTERLY ALONG LA PLAZA
DRIVE 1.2 MILES;
ENCLOSURE STAMPED 11 LS 3069 ". MILES TO THE INTERSECTION OF SMILAX ROAD AND MIMOSA FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY LOCATED
AT CENTERLINE /POINT -OF- CURVATURE; TB P21 A3.
LOCATED AT THE INTERSECTION OF RANCHO SANTA FE ROAD AVENUE; LOCATED BY THE FREEWAY OVERPASS AT THE OF SAN MARCOS VERTICAL CONTROL VC 015 1990
".
AND CAMINO DEL ARROYO. TB P20 E2. NORTHERLY POINT OF CURB RETURN OF THE NORTHWEST CURB FROM THE INTERSECTION OF RANCHO SANTA FE ROAD AND
RETURN 1.5 FEET WEST OF CURB FACE AND 2.5 FEET NORTHERLY GRAND AVENUE GO WESTERLY ALONG GRAND AVENUE 0.5 MILES
AND 3.0 FEET EASTERLY OF POWER POLE #615204. TB P15 F4. TO THE INTERSECTION OF GRAND AVENUE AND VIRGINIA PLACE; 1021 SMVCO21
LOCATED 31.0 FEET SOUTH OF GRAND AVENUE AND 41.0 FEET
1003 SM003 EAST OF VIRGINIA PLACE AT THE TOP OF THE SLOPE AND AT FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
THE S,IDEYARD OF STREET ADDRESS 708 VIRGINIA PLACE. TB OF SAN MARCOS VERTICAL CONTROL VC 021 1990 ".
SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 11 SM03 11 . 1010 SMVCOIO P15 F5. LOCATED AT THE INTERSECTION OF DISCOVERY STREET
AND
LOCATED AT INTERSECTION OF RANCHO SANTA FE ROAD AND VIA VERA CRUZ; AT THE WESTERLY POINT OF CURB RETURN OF
LAKE SAN MARCOS DRIVE; LOCATED 83 FEET NORTHERLY OF FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY THE SOUTHWEST CURB RETURN 7.3
SOUTH OF CURB FACE AND 2.0
TRAFFIC SIGNAL POLE ON EASTERN SIDE OF RANCHO SANTA FE OF SAN MARCOS VERTICAL CONTROL VC 010 1990 ". FEET BEHIND SIDEWALK. TB P21 B1.
AT BACK -OF -CURB. LOCATED AT THE INTERSECTION OF SMILAX ROAD AND 1016 SMVC016
OLEANDER AVENUE; AT THE NORTHERLY POINT OF CURB RETURN
OF THE NORTHEAST CURB RETURN, 1.3 FEET EAST OF THE CURB FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
FACE. TB P15 F5. OF SAN MARCOS VERTICAL CONTROL VC 016 1990 1022 SMVCO22
1005 SMVC005 FROM THE INTERSECTION OF RANCHO SANTA FE ROAD AND
DESCANSO ROAD GO WESTERLY ALONG DESCANSO ROAD 0.5 MILES FOUND 3 11 BRASS DISC, IN STANDARD STREET WELL MONUMENT
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY TO THE INTERSECTION OF DESCANSO ROAD AND LAS FLORES ENCLOSURE, STAMPED "IRCE 28846 ".
OF SAN MARCOS VERTICAL CONTROL VC 005 1990 ". 1011 SMVC011 DRIVE; LOCATED AT SOUTH SIDE OF DESCANSO ROAD AT THE LOCATED AT THE INTERSECTION
OF DISCOVERY STREET AND
' LOCATED AT THE INTERSECTION OF RANCHO SANTA FE ROAD END OF THE CURB AND SIDEWALK IMPROVEMENTS 8.0 FEET SOUTH BENT AVENUE. TB P21 Bl.
AND LINDA VISTA DRIVE AT THE SOUTHERLY POINT OF CURB FOUND 2 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY OF THE CURB FACE AND 2.5 FEET BEHIND THE
SIDEWALK
RETURN OF THE SOUTHEAST CURB RETURN; 6.5 FEET EAST OF OF SAN MARCOS VERTICAL CONTROL VC 011 1990 ". APPROXIMATELY ON LINE WITH THE CENTERLINE OF LAS
FLORES
THE CURB FACE AND 0.1 FEET BEHIND THE SIDEWALK. TB P15 LOCATED AT THE INTERSECTION OF LINDA VISTA DRIVE DRIVE. TB P15 F5.
F6. AND POINSETTIA AVENUE; AT THE MIDDLE OF CURVE OF THE 1024 SMVCO24
SOUTHEAST CURB RETURN, 1.5 FEET FROM THE CURB FACE. TB
P20 El. FOUND 3 11 BRASS DISC, IN STANDARD STREET WELL MONUMENT
1017 SMVC017 ENCLOSURE, PUNCHED, NOT STAMPED.
1006 SMVC006 LOCATED AT THE INTERSECTION OF SAN MARCOS BOULEVARD
FOUND STANDARD 3 11 COUNTY BRASS DISC, STAMPED "S.D. CO. AND GRAND AVENUE. TB P16 B6.
FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY 1012 SMVC012 ENGINEER DEPT SURVEY MONUMENT ES 385 ", WITH SMALL RAISED
OF SAN MARCOS VERTICAL CONTROL VC 006 1990 ". EXTRUSION, INSTEAD OF PUNCH.
LOCATED AT THE INTERSECTION OF RANCHO SANTA FE ROAD FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FROM THE INTERSECTION OF SAN MARCOS BOULEVARD
AND
AND GRAND AVENUE; ON THE MIDDLE OF CURVE OF THE OF SAN MARCOS VERTICAL CONTROL VC 012 1990 , DISCOVERY STREET GO 0.1 MILES SOUTHERLY
ALONG DISCOVERY 1025 SMVCO25
SOUTHEAST CURB RETURN 6.5 FEET FROM CURB FACE, AND 0.8 FROM THE INTERSECTION OF RANCHO SANTA FE ROAD AND STREET; SET IN TOP NORTHWEST CORNER OF BRIDGE
30 FEET
FEET BEHIND THE SIDEWALK. TB P16 A5. SAN MARCOS BOULEVARD GO WESTERLY ALONG SAN MARCOS SOUTHEAST OF POWER POLE #10567 AND 19 FEET SOUTHWEST
OF FOUND 3 11 BRASS DISC, IN STANDARD STREET WELL MONUMENT
BOULEVARD TO THE INTERSECTION OF SAN MARCOS BOULEVARD THE CENTERLINE DISCOVERY. TB P21 Al. ENCLOSURE, NOT STAMPED.
AND, BUSINESS PARK DRIVE. LOCATED AT THE NORTHERLY POINT LOCATED AT THE INTERSECTION OF SAN MARCOS BOULEVARD
OF CURB RETURN OF THE NORTHEAST ASPHALT CURB RETURN, 6.0 AND VIA VERA CRUZ. TB P21 Bl.
1007 SMVC007 FEET EAST OF CURB FACE AND 5.0 FEET SOUTH OF THE FIRE
HYDRANT. TB P20 D1. 1018 SMVCOI8
FOUND A CHISELED SQUARE ON TOP OF A CONCRETE HEADWALL.
FROM INTERSECTION OF MISSION ROAD (CALLED SOUTH FOUND 2h" BRASS DISC, IN STANDARD STREET WELL MONUMENT 1026 SMVCO26
SANTA FE AVENUE TO NORTHWEST OF THIS INTERSECTION) AND ENCLOSURE, STAMPED 11 LS 2722 ".
RANCHO SANTA FE ROAD, GO NORTHWESTERLY ALONG SOUTH SANTA 1013 SMVC013 LOCATED THE INTERSECTION OF DISCOVERY STREET AND LA FOUND 3 11 BRASS DISC,
IN STANDARD STREET WELL MONUMENT
FE AVENUE 0.15 MILES; LOCATED OF TOP OF THE EAST END OF SOMBRA DRIVE. TB P21 Al. ENCLOSURE, NOT STAMPED.
A CONCRETE HEADWALL TO A PIPE CULVERT UNDER RAILROAD FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY LOCATED AT THE INTERSECTION OF SAN MARCOS
BOULEVARD
TRACK 50.0 FEET NORTH OF SANTA FE ROAD. TB P16 A4. OF SAN MARCOS VERTICAL CONTROL VC 013 1990 ". AND MCMAHR ROAD. TB P21 Al.
FROM THE INTERSECTION OF RANCHO SANTA FE ROAD AND
SAN MARCOS BOULEVARD GO WESTERLY ALONG SAN MARCOS
BOULEVARD APPROXIMATELY 0.5 MILES TO THE MOST WESTERLY
ENTRANCE OF THE TWO ENTRANCES TO "PALOMAR ESTATES WEST"
MOBILE HOME PARK. LOCATED AT THE WESTERLY POINT OF CURB
RETURN OF THE NORTHWEST CURB RETURN 7.5 FEET NORTH OF
THE CURB FACE AND 2 FEET BEHIND THE SIDEWALK. TB P20 El.
HUNSAKER AND ASSOCIATES SAN:DIEGO. INC. CALIF. COORD. INDEX: 360 -1720
P a`� .
.
R. of S. NAP No. 13
SHEET 7 OF 11 SHEETS
NOTE: SOME OF THIS NETWORK'S MONUMENTS, AS WELL AS SOME
ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
1028 SMVCO28
1053 SMVCO53
FOUND BRASS DISC IN STANDARD STREET WELL MONUMENT
ENCLOSURE STAMPED "CSM RCE 16421 ". 1038 SMVCO38 1046 SMVC046 FOUND 3" BRASS DISC, IN A STANDARD STREET WELL MONUMENT
LOCATED AT THE INTERSECTION OF GRAND AVENUE AND LAS ENCLOSURE, STAMPED "E 2019 ".
POSAS. TB P16 A6. FOUND 3 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FOUND A 3 BRASS DISC, IN STANDARD STREET WELL MONUMENT LOCATED AT
THE INTERSECTION OF BORDEN ROAD AND
OF SAKI MARCOS VERTICAL CONTROL VC 038 1990 ENCLOSURE, STAMPED "CITY ENGINEER MULBERRY DRIVE. TB P16 E5.
LOCATED AT THE INTERSECTION OF BARHAM DRIVE AND LOCATED AT THE INTERSECTION OF BENNETT AVENUE AND
HILL DRIVE; AT THE MIDDLE OF CURVE OF THE NORTHWEST ROCK SPRINGS ROAD. TB P17 AS
1030 SMVCO30 CURB RETURN, 11.8 FEET NORTHERLY FROM CURB FACE AND 1.3
FEET BEHIND SIDEWALK. TB P16 E6. 1054 SMVCO54
FOUND 3 BRASS DISC IN CONCRETE MONUMENT STAMPED "CITY
1047 SMVC047 FOUND 2 BRASS DISC, IN A STANDARD STREET WELL MONUMENT
OF SAN MARCOS VERTICAL CONTROL VC 030 1990 ".
ENCLOSURE, STAMPED "RCE 16421.
LOCATED AT THE INTERSECTION OF LAS POSAS ROAD AND
CAMINO DEL SOL; AT THE MIDDLE OF CURB OF THE SOUTHEAST 1039 SMVCO39 FOUND 3 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY LOCATED AT
THE INTERSECTION OF BORDEN ROAD AND
OF SAN MARCOS VERTICAL CONTROL VC 047 1990 VINEYARD ROAD, IN THE WESTERLY OF TWO WELL MONUMENT
FEET BEHIND SIDEWALK. TB P16 B4. FOUND 3
CURB RETURN, 11.0 FEET SOUTHERLY FROM CURB FACE AND 1.0 „ BRASS DISC, IN CONCRETE MONUMENT, STAMPED " CITY LOCATED AT THE INTERSECTION OF BENNETT
AVENUE AND ENCLOSURES SPACED 5 FEET EAST. TB P16 D5.
OF SAN MARCOS VERTICAL CONTROL VC 039 1990 EL NORTE PARKWAY; AT THE WESTERLY END OF THE NORTHWEST
FROM THE WESTERLY INTERSECTION OF TWO INTERSECTIONS CURB RETURN, 7.5 FEET NORTHERLY OF CURB FACE, 2.0 FEET
OF BARHAM DRIVE AND LA MOREE ROAD, GO SOUTHEASTERLY BEHIND SIDEWALK, AND 3.0 FEET EAST OF STREET LIGHT
1032 SMVCO32 ALONG LA MOREE ROAD 0.7 MILES TO THE INTERSECTION OF LA STANDARD. TB P17 A5. 1055 SMVCO55
MOREE ROAD AND SANDY LANE; LOCATED 24.5 FEET SOUTH OF FOUND 311 BRASS DISC, IN STANDARD STREET WELL MONUMENT
FOUND 3 BRASS DISC IN STANDARD STREET WELL MONUMENT LA MOREE ROAD AND 25.0 FEET EAST OF SANDY LANE AND 2.5
ENCLOSURE, STAMPED "CSM RCE 16421 ". FEET EAST OF POWER POLE #3812753. TB P21 E2. ENCLOSURE, PAINTED RED AND STAMPED "RCE 20934 ".
1048 SMVC048 LOCATED AT THE INTERSECTION OF VINEYARD ROAD AND
LOCATED AT THE INTERSECTION OF LINDA VISTA DRIVE, WOODWARD STREET. TB P16 D5.
BENT AVENUE, AND GRAND AVENUE. TB P16 B6,
FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
1040 SMVC040 OF SAN MARCOS VERTICAL CONTROL VC 048 1990 ".
LOCATED AT THE INTERSECTION OF BORDEN ROAD /EL NORTE
1033 SMVCO33 FOUND 3 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY PARKWAY AND BOUGHER ROAD; AT THE MIDDLE OF CURVE OF THE 1057 SMVCO57
OF SAN MARCOS VERTICAL CONTROL VC 040 1990 SOUTHWEST CURB RETURN, 8.7 FEET FROM CURB FACE AND 1.7
n FROM THE WESTERLY INTERSECTION OF TWO INTERSECTIONS FEET BEHIND SIDEWALK. TB P17 A4. FOUND 4 BRASS DISC, SET IN CONCRETE POST, STAMPED "US
FOUND 3 BRASS DISC, IN STANDARD STREET WELL MONUMENT COST & AND GEODETIC SURVEY BENCH MARK A302 1935 ".
ENCLOSURE, STAMPED "CITY ENGINEER ". OF BARHAM DRIVE AND LA MOREE ROAD, GO SOUTHEASTERLY INTERSECTION OF MISSION ROAD AND TWIN OAKS
LOCATED 0.4 MILES EASTERLY FROM THE INTERSECTION OF ALONG LA MORSE ROAD 0.8 MILES TO ITS INTERSECTION WITH VALLEY ROAD FROM INT T NORTH ON TWIN
OAKS VALLEY ROAD TO STREET
MISSION ROAD AND LAS POSAS ROAD; AT CENTERLINE /POINT- CORONADO HILLS DRIVE; THENCE, GO SOUTHERLY ON CORONADO ADDRESS #824; LOCATED 28.0 FEET
WEST OF CENTERLINE OF
OF- CURVATURE OF MISSION ROAD. TB P16 B5. HILLS DRIVE TO ITS INTERSECTION WITH WASHINGTONIA; 1049 SMVC049
LOCATED AT THE MIDDLE OF CURVE OF THE SOUTHWEST CURB TWIN OAKS VALLEY ROAD, 10.0 FEET NORTHWEST OF UTILITY
RETURN 1.5 FEET SOUTHERLY FROM CURB FACE. TB P21 E3. FOUND 3 BRASS DISC, IN STANDARD STREET WELL MONUMENT POLE, 8.0 FEET NORTH OF TWO WATER
METERS, SLIGHTLY BELOW
ENCLOSURE, STAMPED "LS 4456 ". GRADE. TB P16 D4.
1034 SMVCO34 LOCATED AT THE INTERSECTION OF WOODLAND PARKWAY AND
FULTON ROAD. TB P16 F5.
FOUND 3" BRASS DISC, IN STANDARD STREET WELL MONUMENT 1041 SMVC041
1059 SMVCO59
ENCLOSURE, STAMPED "CITY ENGINEER ".
FROM INTERSECTION OF MISSION ROAD AND LAS POSAS FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
ROAD, GO EASTERLY ALONG MISSION ROAD 0.9 MILES TO OF SAN MARCOS VERTICAL CONTROL VC 041 1990 ". 1051 SMVCO51 FOUND 3" BRASS DISC, IN
CONCRETE MONUMENT, STAMPED "CITY
LOCATED AT THE INTERSECTION OF LA MOREE ROAD AND OF SAN MARCOS VERTICAL CONTROL VC 059 1990
CENTERLINE /POINT -OF- CURVATURE; LOCATED 23 FEET WESTERLY n LOCATED AT THE INTERSECTION OF TWIN OAKS VALLEY
OF INTERSECTION OF KNOLL ROAD AND MISSION. TB P16 C5. WHISPERING WATER DRIVE; AT THE NORTHERLY POINT OF CURB FOUND 3 „ BRASS DISC, IN CONCRETE MONUMENT,
STAMPED CITY
RETURN OF THE NORTHWEST CURB RETURN, 2.5 FEET WEST OF OF SAN MARCOS VERTICAL CONTROL VC 051 1990". ROAD AND DEL ROY DRIVE; AT
WESTERLY END OF THE
CURB FACE AND BETWEEN A FIRE HYDRANT AND CATCH BASIN. LOCATED AT THE WESTERLY INTERSECTION OF TWO SOUTHWEST CURB RETURN, 4.4 FEET
SOUTH OF CURB FACE, 22.4
TB P21 Fl. INTERSECTIONS OF RICHLAND ROAD AND ROCK SPRINGS ROAD, AT FEET SOUTH OF CENTERLINE DEL ROY DRIVE. TB P16 D3.
1035 SMVCO35 THE NORTHERLY END OF A 90° CURVE, ON THE WEST SIDE OF
ROCK SPRINGS; LOCATED BETWEEN TWO CATCH BASINS, 2.0
FOUND 3 BRASS DISC, IN STANDARD STREET WELL MONUMENT FEET SOUTH OF NORTHERLY CATCH BASIN, 30.0 WEST OF
ENCLOSURE, STAMPED "CITY ENGINEER ". 1042 SMVC042 RICHLAND ROAD. TB P16 F5. 1060 SMVC060
LOCATED AT THE INTERSECTION OF MISSION ROAD AND
PICO AVENUE. TB P16 C6. FOUND 3 BRASS DISC, IN STANDARD STREET WELL MONUMENT FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
ENCLOSURE, STAMPED "RCE 30521 ". OF SAN MARCOS VERTICAL CONTROL VC 060 1990
LOCATED AT THE INTERSECTION OF NORDAHL ROAD AND 1052 SMVCO52 LOCATED AT THE SOUTHERLY INTERSECTION OF TWO
MONTIEL ROAD. TB P22 B1. INTERSECTIONS OF TWIN OAKS VALLEY ROAD AND LA CIENEGA
1036 SMVCO36
FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY STREET; 82.0 FEET WESTERLY OF CENTERLINE OF TWIN OAKS
OF SAN MARCOS VERTICAL CONTROL VC 052 1990 ". VALLEY ROAD AND 39.0 FEET SOUTHERLY OF CENTERLINE OF LA
FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY LOCATED AT THE INTERSECTION OF BORDEN ROAD AND CIENEGA STREET (WHICH IS CURRENTLY 19 FEET
WIDE); 4.0
OF SAN MARCOS VERTICAL CONTROL VC 036 199011. 1043 SMVC043 RICHLAND ROAD; AT THE SOUTHERLY END OF THE SOUTHWEST FEET WEST AND 15.5
FEET SOUTH OF POWER POLE #619255 IN
FROM THE INTERSECTION OF SAN MARCOS BOULEVARD AND CURB RETURN, 6.7 FEET FROM CURB FACE, 1.5 FEET BEHIND SIDE YARD OF STREET ADDRESS 1#1720 TWIN
OAKS VALLEY ROAD.
TWIN OAKS VALLEY ROAD, GO SOUTHERLY ALONG TWIN OAKS FOUND 2a BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY SIDEWALK, AND 2.5 FEET NORTH OF STREET LIGHT
STANDARD. TB P16 D3.
VALLEY ROAD 0.22 MILES TO WEST -BOUND ON -RAMP FOR HIGHWAY OF SAN MARCOS VERTICAL CONTROL VC 043 1990 ". TB P16 E4.
78;' LOCATED AT THE SOUTHERLY POINT OF CURB RETURN OF AT THE EASTERLY INTERSECTION OF TWO INTERSECTIONS
THE SOUTHERLY CURB RETURN AT THE BEGINNING OF THE ON- OF BARHAM DRIVE AND LA MOREE ROAD; LOCATED 90.0 FEET
RAMP, 2.5 FEET SOUTH OF FREEWAY SIGN POST. TB P16 D6. EAST OF LA MOREE ROAD AND 26.0 FEET SOUTH OF BARHAM
ROAD, 2.5 FEET EAST OF CURRENT END OF CURB AND 2.0 FEET
SOUTH OF CURB FACE. TB P21 Fl.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC. CALIF. COORD. INDEX: 360 -1720
R. of S. MAP No.
SHEET 8 OF 11 SHEETS
NOTE: SOME OF THIS NETWORK IS MONUMENTS, AS WELL AS SOME
ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
1061 SMVC061
1082 SM082
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY
OF SAN MARCOS VERTICAL CONTROL VC 061 1990". 1070 SMVC070 1077 SMVC077 SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPEDIISM
082".
LOCATED AT THE INTERSECTION OF TWIN OAKS VALLEY ALSO SET TWO ACCESSORY MONUMENTS AT THESE CCS83
ROAD AND OLIVE STREET; AT THE NORTHERLY END OF THE FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FOUND 3 10 BRASS DISC, IN STANDARD STREET
WELL MONUMENT COORDINATES:
NORTHEAST CURB RETURN, 7.0 FEET FROM CURB FACE, 1.0 FEET OF SAN MARCOS VERTICAL CONTROL VC 070 1990". ENCLOSURE, STAMPED "LS 5486". IIAM082AII,
A 2 11 BRASS DISC SET IN CONCRETE CURB AT NW
BEHIND SIDEWALK, AND 2.5 FEET SOUTH OF STREET LIGHT LOCATED AT THE INTERSECTION OF MULBERRY DRIVE AND LOCATED AT THE INTERSECTION OF VINEYARD ROAD
AND EDGE OF WATER TANK - N. 2,025,251.519 E. 6,294,532.377.
STANDARD. TB P16 D2. OLIVE STREET; LOCATED 62.0 FEET SOUTH OF OLIVE STREET MULBERRY DRIVE. TB P16 E4. IIAM082BII, A 2 11 BRASS DISC
SET IN MICROWAVE ANTENNA'S
AND 36 FEET WEST OF MULBERRY DRIVE, 2.5 FEET EAST OF CONCRETE SLAB - N. 2,025,157.800 E. 6,294,527.102.
ANGLE POINT OF 5.5 FEET-HIGH BLOCK WALL . TB P16 E3. FROM MOUNTAIN MEADOW ROAD AND HIGHWAY 15
INTERSECTION, GO EAST ON MOUNTAIN MEADOW ROAD, 1.9 MILES
1062 SMVC062 1078 SMVC078 TO GLEN MEADE WAY, LEFT ON GLEN MEADE AND GO 0.3 MILES
TO SAGE HILL WAY, RIGHT ON SAGE HILL AND GO 0.3 MILES TO
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY 1071 SMVC071 FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY 9547 SAGE
HILL, CONTINUE 50 FEET + MORE TO PAVED ROAD,
OF SAN MARCOS VERTICAL CONTROL VC 062 1990". OF SAN MARCOS VERTICAL CONTROL VC 078 1990". TURN OFF TO LEFT, TURN LEFT AND GO 0.2 MILES
TO LOCKED
FROM THE INTERSECTION TWIN OAKS VALLEY ROAD AND FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FROM INTERSECTION OF BORDEN ROAD AND RICHLAND ROAD, GATE
OF VALLEY CENTER WATER DISTRICT STORAGE TANK, POINT
BUENA CREEK ROAD, GO WESTERLY ALONG BUENA CREEK ROAD OF SAN MARCOS VERTICAL CONTROL VC 071 1990". GO NORTHERLY ALONG RICHLAND ROAD 0.2 MILES TO
THE IS ON TOP OF VERY LARGE BOULDER JUST WEST OF TANKS
0.45 MILES TO STREET ADDRESS 444 BUENA CREEK ROAD; LOCATED AT THE INTERSECTION OF MULBERRY ROAD AND ENTRANCE OF "FOOTHILLS OF SAN MARCOS" MOBILE HOME
PARK FENCE.
LOCATED ON NORTH SIDE OF BUENA CREEK ROAD, 22.5 FEET COX ROAD; AT THE SOUTHERLY END OF THE SOUTHEAST CURB AT STREET ADDRESS #909 RICHLAND ROAD; LOCATED
AT THE
NORTH OF BUENA CREEK ROAD, 55.0 FEET EAST OF SUNSHINE RETURN, 9.0 FEET EAST OF CURB FACE AND 1.0 WEST OF 3.0 NORTHERLY END OF THE NORTHERLY CURB RETURN,
6.5 FEET
MOUNTAIN ROAD (A DIRT-SURFACED ROAD), AND 3.5 FEET WEST FEET-HIGH WOOD SPLIT RAIL FENCE. TB P16 E3. EAST OF CURB FACE AND 1.2 FEET BEHIND SIDEWALK.
TB P16
OF POWER POLE #117559 . TB P16 D2. F4. 1083 SM083
SET 2 PIPE WITH 2 DISC, STAMPED 'ISM 083".
1072 SMVC072
1064 SMVC064 1080 SAN MARCOS FROM INTERSECTION OF BORDEN ROAD AND WOODLAND
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY HEIGHTS GLEN, GO NORTHERLY ON WOODLAND HEIGHTS 0.4 MILES
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY OF SAN MARCOS VERTICAL CONTROL VC 072 1990". FOUND BRASS SHAFT OR STEM FROM OLD DISC ON HIGHEST
ROCKS TO ENTRY GATE TO SUBDIVISION, CONTINUE ON WOODLAND
OF SAN MARCOS VERTICAL CONTROL VC 064 1990". LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION IN IMMEDIATE AREA; WITNESS DISC STILL EXISTS 15
FEET HEIGHTS 1.8 MILES TO WATER TANK, POINT IS ON ROCKY
FROM THE INTERSECTION OF DEER SPRINGS ROAD AND OF SYCAMORE DRIVE AND COX ROAD; LOCATED 30.0 FEET EAST SOUTHEAST. PROMONTORY 200 FEET + WEST
OF TANK AND 20 FEET + NORTH
SYCAMORE ROAD, GO NORTHERLY ALONG DEER SPRINGS ROAD 0.5 OF SYCAMORE DRIVE AND 26.0 FEET SOUTH OF COX RD., 4 FEET LOCATED FROM INTERSECTION HIGHWAY
78 AND TWIN OAKS OF CONCRETE SPILLWAY.
MILES TO THE INTERSECTION OF DEER SPRINGS ROAD AND NORTH AND 12 FEET EAST OF POWER POLE 113567. TB P16 D2. VALLEY, GO NORTH ON TWIN OAKS VALLEY
3.2 MILES TO
SARVER LANE; LOCATED 130 FEET NORTH OF DEER SPRING INTERSECTION BUENA CREEK, TURN LEFT (WEST) ON BUENA
ROAD, 25 FEET EAST OF SARVER LANE, AND 2.5 FEET WILY OF CREEK, GO 2.1 MILES TO SECOND INTERSECTION, HOLLEYBERRY
THE ANGLE POINT OF A 5 FEET-HIGH WIRE FENCE. TB P12 E6. DRIVE, TURN RIGHT (EAST) ON HOLLEYBERRY, GO 0.1 MILES TO
1073 SMVC073 VALLEY CREST, GO 0.5 MILES TO RIGHT TURN IN ROAD, TURN 1084 PECHSTEIN RESET
RIGHT (EAST) , GO 0.1 MILE TO 'IT" INTERSECTION WITH
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY HARDELL LANE, TURN LEFT (NORTH) ON HARDELL, GO 0.4 MILES FOUND BRASS DISC SET IN BOULDER
STAMPED "S.D. CO. ENGR.
1066 SMVC066 OF SAN MARCOS VERTICAL CONTROL VC 073 1990". TO INTERSECTION OF 2 PAVED ROADS AND DIRT ROAD WITH HORZ CONTRL PECHSTEIN
RESET SURVEY MONII.
LOCATED AT THE INTERSECTION OF MULBERRY DRIVE AND LOCKED GATE, GO THROUGH GATE 0.5 MILES TO FORK, BEAR FROM INTERSECTION OF TWIN OAKS VALLEY
ROAD AND
FOUND 3 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY LA CIENEGA ROAD; LOCATED 52.0 FEET NORTHERLY OF RIGHT (NORTH), GO 0.25 MILES TO SECOND
SET LOCKED GATES, BUENA CREEK ROAD, GO WEST ON BUENA CREEK TO BLUEBIRD
OF SAN MARCOS VERTICAL CONTROL VC 066 1990". MULBERRY DRIVE AND 32.0 FEET EAST OF LA CIENEGA, 2.5 GO THROUGH GATES 0.45 MILES TO PARKING SPOT
75 FEET CANYON ROAD, TURN LEFT ON BLUEBIRD CANYON AND
. FROM THE INTERSECTION OF DEER SPRINGS ROAD AND TWIN FEET SOUTH OF FIRE HYDRANT AND 13.0 FEET NORTHERLY OF SOUTHERLY OF TRANSMITTER BUILDING. IMMEDIATELY
HOOK LEFT ONTO ROBIN HOOD ROAD; GO 0.2 MILES
OAKS VALLEY ROAD, GO NORTHWESTERLY ALONG TWIN OAKS THE CENTERLINE OF A 12 FOOT WIDE ASPHALT CONCRETE TO FORK WITH SIGN "ROBIN HOOD"
AND TAKE LEFT FORK, GO
VALLEY ROAD 1.5 MILES TO STREET ADDRESS 13166 TWIN OAKS DRIVEWAY. TB P16 E3. 0.2 MILES FURTHER TO ANOTHER FORK WITH SIGN "ROBIN
VALLEY ROAD; LOCATED 2.5 FEET SOUTHERLY AND 2.0 FEET HOOD", TAKE LEFT FORK AND GO STRAIGHT 0.2 MILES TO
EASTERLY OF THE ANGLE POINT OF 4.0 FEET-HIGH CHAIN LINK 1081 SAN MARCOS ECC MAILBOX WITH NUMBER 11 1947 11 ON IT, TURN INTO DRIVEWAY
AND
FENCE, AT SILY SIDE OF DRIVEWAY ENTRANCE. TB P12 D5. GO NORTHERLY OF HOUSE TO CONCRETE DRIVEWAY 0.05 MILES,
1074 SMVC074 FOUND 3" BRASS DISC SET IN 2" IRON PIPE, STAMPED "SAN PAST MAILBOX, TURN RIGHT UP CONCRETE DRIVEWAY AND GO
,MARCOS ECC 1988 CALIFORNIA DEPT. OF TRANSPORTATION". 0.15 MILES TO PAD, TURN RIGHT AT NORTHWESTERLY EDGE OF
FOUND 3" BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY FROM THE INTERSECTION OF STATE ROUTE 78 AND TWIN PAD UP STEEP ROCK FACE AND GO 0.1
MILES TO FORK IN
1067 SMVC067 OF SAN MARCOS VERTICAL CONTROL VC 074 1990". OAKS VALLEY ROAD, GO NORTH ON TWIN OAKS VALLEY ROAD, 3.2 AVOCADO GROVE ROAD, TURN
RIGHT AND GO 0.1 MILES TO EDGE
FROM THE INTERSECTION OF MULBERRY DRIVE AND LA MILES TO THE INTERSECTION OF BUENA CREEK ROAD, TURN OF GROVE, TURN RIGHT UP DIRT ROAD AND GO
0.2 MILES TO
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY CIENEGA ROAD, GO SOUTHEASTERLY ALONG MULBERRY DRIVE 0.3 LEFT I WEST, ON BUENA CREEK ROAD AND GO
2.1 MILES TO THE TOP OF MOUNTAIN, POINT APPROXIMATELY 25 FEET EASTERLY OF
OF SAN MARCOS VERTICAL CONTROL VC 067 1990". MILES TO INTERSECTION OF MULBERRY DRIVE AND TRES RANCHOS SECOND INTERSECTION OF HOLLEYBERRY DRIVE, TURN RIGHT, ROAD
AT PEAK.
FROM INTERSECTION OF DEER SPRINGS ROAD AND TWIN LANE; LOCATED 31.0 FEET NORTH OF MULBERRY DRIVE AND EAST, ON HOLLEYBERRY DRIVE AND GO 0.1 MILES TO
VALLEY
OAKS VALLEY ROAD, GO NORTHERLY ALONG TWIN OAKS VALLEY 13.0 FEET WEST OF TRES RANCHOS LANE, 5.0 FEET EASTERLY CREST DRIVE, TURN LEFT, NORTH, ON VALLEY CREST
DRIVE AND
ROAD APPROXIMATELY 2.51 MILES TO INTERSECTION OF TWIN AND 9.5 FEET NORTHERLY OF POWER POLE #113254. TB P16 E3. GO OL.5 MILES TO A RIGHT TURN IN THE ROAD,
TURN RIGHT,
OAKS VALLEY ROAD AND .CAMINO CALAFIA; LOCATED AT EAST, AND GO 0.1 MILES TO A "T "- INTERSECTION ON HARDELL 1085 SM085
NORTHEAST CORNER OF INTERSECTION, 31.0 FEET EASTERLY OF LANE, TURN LEFT, NORTH, ON HARDELL LANE AND GO 0.4 MILES
CENTERLINE TWIN OAKS VALLEY ROAD, 1.5 FEET WEST AND 1.0 TO THE INTERSECTION OF 2 PAVED DRIVEWAYS AND A DIRT SET 2 11 IRON PIPE WITH 2 BRASS
DISC, STAMPEDIISM 085
FEET NORTH OF NORTHERLY ANGLE POINT OF 5.0 FEET-HIGH 1076 SMVC076 ROAD, CONTINUE STRAIGHT AHEAD, WEST, THEN NORTH, ON THE FROM INTERSECTION
OF RHO SANTA FE DRIVE AND PAI24YR
CHAIN LINK FENCE . TB P12 C4. DIRT ROAD FOR 0.3 MILES TO A DIRT TRAIL ON THE LEFT, DRIVE, GO - 200 FEET EASTERLY ON PALMYR TO
FORK WITH
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY TURN LEFT, SOUTH, AND GO 300 FEET TO THE TOP OF A LOW ESTRELITA DRIVE, TURN RIGHT
ON ESTRELITA AND GO 0.6
OF SAN MARCOS VERTICAL CONTROL VC 076 1990". HILL, THE MARK IS ON THE LEFT SIDE OF THE HIGHEST PART MILES TO BELLA VISTA DRIVE, TURN
RIGHT ON BELLA VISTA
FROM THE INTERSECTION OF MULBERRY DRIVE AND LA OF THE HILL. AND GO 0.3 MILES TO ENTRADO AVENUE, TURN LEFT ON ENTRADO
CIENEGA ROAD, GO SOUTHEASTERLY ALONG MULBERRY DRIVE 0.6
1069 SMVC069 AND GO 0.15 MILES TO ESPLENDIDO AVENUE, TURN RIGHT ON
MILES TO THE SOUTHWEST ENTRANCE OF THE SAN MARCOS ESPLENDIDO AND GO - 150 FEET, POINT IS AT EDGE OF STREET
FOUND 3 11 BRASS DISC, IN CONCRETE MONUMENT, STAMPED "CITY CEMETERY; LOCATED 33.0 FEET EAST OF THE CENTERLINE OF PAVING ON EASTERLY SIDE
OF ESPLENDIDO, AT 222
OF SAN MARCOS VERTICAL CONTROL VC 069 1990 A 20.0 FOOT-WIDE GATED ENTRANCE OPENING AND 1.0 FEET ESPLENDIDO.
LOCATED AT THE INTERSECTION OF INTERSTATE 15 AND SOUTH OF CHAIN LINK FENCE (OR FROM INTERSECTION OF
DEER SPRINGS ROAD; AT THE NORTHWEST END OF BRIDGE MULBERRY DRIVE AND ROSE RANCH ROAD GO 0.15 MILES
OVERCROSSING, 1.7 FEET NORTH AND 1.0 FEET WEST AT THE WESTERLY ALONG MULBERRY DRIVE TO ENTRANCE). TB P16 E4.
WEST END OF BRIDGE. TB P126 A6.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC, CALiF. COORD. INDEX: 360-1720
R . MAP No. 1392-8,
SHEET 9 OF 11 SHEETS
1086 SM086 NOTE: SOME OF THIS NETWORK'S MONUMENTS, AS WELL AS SOME
SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 086". ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
FROM INTERSECTION OF LINDA VISTA DRIVE AND RANCHO 1108 SM108
SANTA FE ROAD, GO 0.4 MILES NORTHWESTERLY ON LINDA VISTA
TO , WHERE LINDA VISTA MAKES A 90 SHARP BEND TO LEFT SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 108".
(SOUTHERLY) AT INTERSECTION WITH TILLEY LANE, POINT IS
15 FEET WESTERLY OF WEST EDGE OF PAVING OF TILLEY LANE, 1092 SM092 1103 SM103 FROM INTERSECTION RANCHO SANTA FE AND SAN
MARCOS
ON LINE WITH NORTHERLY SIDEWALK OF LINDA VISTA DRIVE, BOULEVARD, EASTERLY ON SAN MARCOS BOULEVARD 0.4 MILES,
SET 2" IRON PIPE WITH 2" BRASS DISC, STAMPED 'ISM 092". SET 2" IRON PIPE WITH 2" BRASS DISC, STAMPED 'ISM 103". THEN RIGHT (SOUTH) ON DISCOVERY
STREET, 0.3 STRAIGHT
FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND DEER NORTHWESTERLY OF BUENA CREEK ROAD, + 65 FEET NORTH TURNS TO LAS COMBRA THEN 0.6 MILES TO
"T"-INTERSECTION
SPRINGS ROAD, GO NORTHERLY ON TWIN OAKS VALLEY ROAD 1.95 ON INTERSECTION OF BLUE BIRD CANYON ROAD -+ 33 FEET EAST LA SOMBRA AND LA GRANADA, TURN
LEFT (EAST), GO 0.25
- MILES TO INTERSECTION OF LA PLAZA AND LA GRANADA,. AT
1087 SM087 MILES TO CAMINO CALIFIA, TURN RIGHT ON CAMINO CALAFIA OF CENTERLINE OF BUENA CREEK ROAD, 10.2 BEHIND
AND GO 0.40 MILES TO A PAVED DRIVEWAY ON LEFT SIDE OF NORTHWESTERLY CORNER OF STORM DRAIN STRUCTURE ON LINE SOUTHWEST CORNER TOP OF SLOPE,
AT END OF BROW DITCH IS
SET 2 11 IRON PIPE WITH 2 BRASS DISC, STAMPED 'ISM 087 ". ROAD, TURN LEFT ONTO DRIVEWAY AND GO 0.15 MILES TO B.C. WITH NORTHERLY EDGE OF STRUCTURE. MONUMENT
80 FEET + FROM CURB TO TOP OF SLOPE.
SOUTH ON RANCHO SANTA FE, TURN LEFT (EAST) ON LAKE OF A LEFT TURNING CURVE, SAID CURVE ENDING AT END OF
SAN MARCOS THEN 0.25 MILES TO SAN MARINO STREET, LEFT DRIVEWAY, POINT IS 400 FEET NORTHERLY ALONG DIRT ROAD BY
(SOUTH) ON SAN MARINO THROUGH STOP SIGN AND OVER BRIDGE WATER LINE BLOW-OFF VALVE, POINT BEING AT PEAK OF HILL 1109 SM109
0.3 MILES, THEN BEAR RIGHT ON SAN PABLO (BRIDGE IS END ON TOP OF LARGE BOULDER TO EAST OF DIRT ROAD, 1.50 FEET 1104 SM104
OF SAN MARINO), 0.5 MILES ON SAN PABLO TO LA PLAZA, + EASTERLY OF DIRT ROAD. „ 2 11 DISC IN ROCK, STAMPED 'ISM 109".
RIGHT (SOUTH) ON LA PLAZA THEN 0.4 MILES TO 1520 LA SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 104". FROM INTERSECTION OF RANCHO SANTA
FE AND QUESTHAVEN
PLAZA, RIGHT (EAST) PAST BLACK MAILBOX (1520) THEN RIGHT FROM HIGHWAY 15 AND DEER SPRINGS ROAD INTERSECTION, ROAD, SOUTHEAST ON QUESTHAVEN 2.75 MILES
TO 2 6 FEET
ON ASPHALT, 0.15 TO SILVER GATES WITH LOCK, GO THROUGH GO 200 FEET WEST TO MESA ROCK ROAD AND TURN LEFT HIGH TELEPHONE POLES WITH CHAIN
ACROSS, LEFT TURN
AND, 0.25 TO LOWER MICROWAVE BRICK BUILDING WITH CHAIN 1093 78-15.5 CD (SOUTH), AND GO 1.1 MILES TO DIRT ROAD, TURN RIGHT ON THROUGH THIS
ENTRANCE, THEN ON DIRT ROAD GO 0.15 MILES
LINK FENCE. MONUMENT IS 30 FEET NORTHWESTERLY OF FENCE UN-NAMED DIRT ROAD, AND GO UP HILL 0.35 MILES TO RIDGE TO DESILTING BASIN OUTFLOW THEN
BEAR LEFT TO TOP OF HILL
CORNER. FOUND 2 1/4 BRASS DISC, STAMPED "CALIF. DEPT. OF LINE, POINT IS 400 FEET WESTERLY AT TOP OF HILL, POINT AND CONTINUE
0.2 MILES TO MAIN DIRT ROAD GOING
TRANSPORTATION 78-15.5 198810. IS 15 FEET ± SOUTHEAST OF BIGGEST BOULDER ON TOP OF NORTHEAST, FOLLOW DIRT ROAD 2.2 MILES TO TOP OF HILL
POINT IS ON EASTERLY SIDEWALK ON NORDAHL OVER- HILL. WITH OLD ADOBE HOUSE, TAKE LEFT DRIVEWAY TO BACK OF
CROSSING BRIDGE OVER HIGHWAY 78, 35 FEET + FROM HOUSE, POINT IS ON ROCK OUT CROPPING ON WESTERLY SIDE 60
1088 PHIL SOUTHERLY END OF BRIDGE. FEET + FROM END OF DRIVEWAY.
FOUND 3" BRASS DISC IN CONCRETE, STAMPED "S.D. COUNTY 1105 BL 0010
1939". ALSO SET TWO ACCESSORY MONUMENTS, BOTH 2 11 BRASS
DISCS SET IN 2 11 IRON PIPES, AT THESE CCS83 COORDINATES: 1100 Smloo FOUND 3/4 IRON PIPE, STAMPED "LS 2353". 1110 123W137
"AM08SA- - N. 1,989,875.139 E. 6,263,477.578 LOCATED 2 FEET WEST OF DEAD MEN AND NATURAL GROUND
"AM088B" - N. 1,989,894.461 E. 6,263,393.861 SET 2" IRON PIPE WITH BRASS DISC, STAMPED 'ISM 100". ON CENTERLINE-PROD CATALINA, AT NORTHWEST CORNER OF FOUND
2 11 IRON PIPE WITH TAG IN CONCRETE, 3 11 ABOVE
FROM INTERSECTION OF LAKE SAN MARCOS AND RHO SANTA FROM INTERSECTION OF MOUNTAIN MEADOW ROAD AND FOOTHILL DRIVE AND CATALINA AVENUE. EXISTING
DIRT, STAMPED "SAN DIEGO CO. SURVEYOR".
FE, GO SOUTHWEST ON RHO SANTA FE .55 MILES, TURN RIGHT HIGHWAY 15, GO EAST ON MOUNTAIN MEADOW ROAD 1.9 MILES TO FROM THE INTERSECTION OF QUESTHAVEN
ROAD AND ELFIN
(NORTHWEST) ONTO CONCRETE DRIVEWAY WITH LOCKED CHAIN GLEN MEADE WAY, LEFT ON GLEN MEADE, GO 0 ,3 MILES TO SAGE FOREST ROAD, TRAVEL .15 MILES EASTERLY
ON ELFIN FOREST,
ACROSS DRIVEWAY, GO THROUGH ACCESS (WITH PERMISSION) AND HILL WAY, RIGHT ON SAGE HILL, 0.1 MILES TO MEADOW GLEN TURN LEFT ON POWER LINE ACCESS ROAD
AND TRAVEL .25 MILES
CONTINUE 500 ON DIRT ROAD ALONGSIDE CHAIN LINK FENCE TO WAY, LEFT ON MEADOW GLEN AND 0.15 MILES TO INDIAN CREEK 1106 113W163 NORTHERLY TO
STEEP TRAIL ON LEFT SIDE OF ACCESS ROAD,
TOP OF RIDGE, TURN LEFT ONTO DIRT ROAD, DRIVE 900 FEET WAY, RIGHT ON INDIAN CREEK WAY AND 0.15 MILES TO WALK 100 FEET + NORTHERLY
UP TRAIL TO MONUMENT,
SOUTHWESTERLY ON DIRT ROAD TO TOP OF HILL. SANDHURST WAY, RIGHT ON SANDHURST AND 0.5 MILES TO END FOUND 2 11 IRON PIPE WITH THREADED CAP WITH NO
MARKINGS MONUMENT IS I FOOT SOUTH OF 4 FEET-HIGH 8IIx 8 10 FENCE
OF SANDHURST, POINT IS ON SOUTHERLY SIDE OF ROAD 10 FEET STICKING 18 INCHES ABOVE GRADE; CAP IS CROSS-THREADED. POST.
EASTERLY OF GATE TO "ROCKY POINT RANCH" AT END OF FROM INTERSECTION OF RHO. SANTA FE AND PALMYRA
SANDHURST. DRIVE, GO 200 FEET EASTERLY ON PALMYRA TO FORK WITH
1089 SM089 ESTRELITA DRIVE, TURN RIGHT ON ESTRELITA AND GO 0.6
MILES TO BELLA VISTA DRIVE, TURN RIGHT ON BELLA VISTA lill smill
SET 2" BRASS DISC IN ROCK, STAMPED 'ISM 089". AND GO 0.3 MILES TO ENTRADA AVENUE, TURN LEFT ON ENTRADA
FROM INTERSECTION RANCHO SANTA FE AND QUESTHAVEN, 1101 0053 001 XP38 AND GO 0.15 MILES TO ESPLENDIDO AVENUE, TURN RIGHT ON SET 2" IRON PIPE
WITH 2 11 BRASS DISC, STAMPED 'ISM 111".
ON QUESTHAVEN GO 0.5 MILES TO SAN MARCOS SANITARY ESPLENDIDO AND GO 150 FEET TO CONTROL POINT 'ISM 085 AT FROM EASTERLY OFF RAMP, BARHAM
AND HIGHWAY 78, GO
LANDFILL, GO RIGHT INTO LANDFILL 0.6 MILES TO FORK, GO FOUND k" BRASS TAG IN CONCRETE AND ROCK, STAMPED "S.D. EDGE OF PAVING ON EASTERLY SIDE OF STREET
AT 2222 RIGHT (WEST) ON BARHAM 0.5 MILES TO WESTERLY
NGR
RIGHT 0.25 TO FORK, GO RIGHT 0.15 TO DIRT ROAD, GO RIGHT CO. . . XP38 53 111. ESPLENDIDO, POINT IS 800 FEET EASTERLY AT FENCE LINE INTERSECTION
OF BARHAM AND LA MORSE, THEN LEFT (SOUTH)
0.1 MILES TO LOCKED GATE, GO THROUGH GATE 0.2 MILES TO FROM DEER SPRINGS AND HIGHWAY 15, EAST ON DEER JUST WESTERLY OF VALLEY FLOOR WITH WHITE PVC
ALONGSIDE 0.8 MILES TO LA MOREE AND CORONADO HILLS (THEME WALL),
"Y" IN ROAD, GO LEFT 0.1 MILES TO FORK, GO RIGHT 0.05 TO SPRINGS, 0.45 MILES TO DRIVEWAY, LEFT, NORTH, GO 0.1 POINTS. TURN RIGHT, GO 0.55
ON CORONADO HILLS TO INTERSECTION OF
FORK, AND RIGHT 0.1 MILES TO HOLE IN FENCE AND 100 TO MILES ON DRIVEWAY TO Y IN DRIVEWAY, BEAR LEFT 0.05 TO WASHINGTONIA AND CORONADO HILLS,
TURN RIGHT 0.15 MILES
POINT ON PEAK, END OF DRIVEWAY AND DIRT ROAD WITH LARGE CACTUS ON LEFT TO PHOENIX, TURN RIGHT 0.15 TO END OF CUL DE SAC, POINT
SIDE, GO TO END OF DIRT ROAD (0.05 FEET) AND WALK 15 1107 SM107 OS NORTHWEST CORNER CUL DE SAC 37 ± NORTHERLY MAILBOXES
FEET WESTERLY OF PROMONTORY. #790-777, 35 FEET WESTERLY OF CATCH BASIN AND 4 FEET
1090 WHITNEY ECC SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 107". WEST-NORTHWEST OF ASPHALT BERM.
FROM INTERSECTION RANCHO SANTA FE AND SAN MARCOS
FOUND 2" BRASS DISC IN PIPE, STAMPED "CALIF. DEPT. OF 1102 SM102 BOULEVARD, 0.4 MILES SOUTHERLY ON RANCHO SANTA FE TO
TRANSPORTATION WHITNEY ECC 1988". LAKE SAN MARCOS ROAD, LEFT, EAST, 0.2 MILES TO 'IT"- 1112 ES 0366
FROM THE INTERSECTION OF STATE ROUTE 78 AND NORDAHL SET 2 11 IRON PIPE WITH 2" BRASS DISC, STAMPED -ISM 102". INTERSECTION SAN MARINO, THEN LEFT, NORTH,
0.3 MILES TO
ROAD, GO SOUTH ON NORDAHL ROAD, 0.1 MILE TO MISSION GO NORTHWESTERLY ON BUENA CREEK ROAD, TURN RIGHT ON BRIDGE, (SAN MARINO, SAN PABLO AT BRIDGE), THEN
04.
ROAD, TURN RIGHT, NORTHWEST, ON MISSION ROAD AND GO 0.1 HOLLYBERRY DRIVE, .23 MILES TURN RIGHT ON VALLEY DRIVE, MILES ON SAN PABLO TO INTERSECTION SAN
JULIAN AND SAN FOUND 4 11 BRASS DISC WITH SMALL EXTRUSION IN PLACE OF
MILES TO BARHAM ROAD, TURN LEFT, SOUTHWEST, ACROSS .25 MILES TO INTERSECTION OF ROYAL ROAD. MONUMENT IS IN PABLO THEN LEFT, GO 200 FEET + TO ADDRESS
1327 SAN PUNCH, STAMPED I-SD COUNTY SURVEYOR MONUMENT 1968
RAILROAD TRACKS, THEN NORTHWEST ALONG BARHAM ROAD, 0.8 SOUTHEASTERLY' RETURN 5 FEET FROM EDGE OF PAVEMENT SOUTH JULIAN, RIGHT SIDE, SOUTH, THEN WALK 130
FEET + ALONG ES036611.
FROM COUNTRY CLUB LANE, WEST ESCONDIDO AREA 70 FEET
MILES TO LA MORSE ROAD, TURN LEFT, SOUTH, ON LA MORSE SIDE OF ROYAL ROAD AND + 27.5 FEET EAST OF CENTERLINE LOW BLOCK WALL AND GOLF COURSE, SOUTHERLY,
TO GOLF CART SOUTH OF THE INTERSECTION WITH ROAD TO SHYTE RANCH 60
ROAD, AND GO 1.0 MILES TO CORONADO HILLS DRIVE, TURN VALLEY CREST DRIVE. PATH, THEN 15 FEET WESTERLY AND 6 FEET NORTHERLY OF CART FEET SOUTH OF
POLE 311952 AND 50 FEET WEST OF POLE
LEFT, SOUTH, ON CORONADO HILLS DRIVE AND GO 0.6 MILES TO PATH TO MONUMENT.
WASHINGTONIA DRIVE, TURN RIGHT, WEST, ON WASHINGTONIA 619765H, 1 FOOT WEST OF 'IT "-POST.
DRIVE AND GO 0.8 MILES TO A FORK, TAKE MIDDLE ROAD,
SOUTHWEST, FOR 0.3 MILES TO A LOCKED GATE, KEY TO GATE
CAN BE OBTAINED FROM DIMENSION CABLE SERVICES, 619 -746-
6666, CONTINUE THROUGH GATE 0.3 MILES TO THE TOP OF THE
HILL, THE MARK IS AT THE NORTH END OF A DIRT TURNOUT,
250 FEET WEST OF A MICROWAVE STATION AT THE TOP OF THE
HILL.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC. CALIF. COORD. INDEX: 360-1720
R o f S NAP No. 13,928
IN
SHEET 10 OF 11 SHEETS
NOTE: SOME OF THIS NETWORK'S MONUMENTS, AS WELL AS SOME
ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
1113 SM113
SET 2 91 IRON PIPE WITH 2 11 BRASS DISC, STAMPED SM 113". 1131 SM131
GO SOUTHERLY ON TWIN OAKS VALLEY ROAD .2 MILES FROM SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED NISM
INTERSECTION OF BARHAM DRIVE, 13 FEET EAST OF EASTERLY 1120 SM120 1125 SM125 GO SOUTHERLY 0.8 MILES FROM INTERSECTION OF RANCHO
CURB FACE AT STA, 12+23 AND 91 FEET EAST OF POWER POLE SANTA FE ROAD AND SAN MARCOS BOULEVARD ON RANCHO SANTA
596-487 CW. SET 2 11 IRON PIPE WITH 2 01 BRASS DISC, STAMPED -SM 120". SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 125". FE, THEN LEFT
(EAST) ON CAMINO DEL ARROYO, GO 0.3 MILES,
FROM INTERSECTION OF LAS POSAS ROAD AND BORDEN, GO FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND THEN LEFT (NORTH) ON RUE CAP FERRET, 0.1 MILES
TO CUL DE
WEST ON BORDEN 0.15 MILES TO END OF BORDEN, THEN BORDEN ROAD, GO EASTERLY ON BORDEN, 0.45 MILES TO BEL SAC (1206 RUE CAP FERRET) THEN
150 FEET EAST ON TOP OF
CONTINUE UP DIRT ROAD FROM END OF BORDEN WESTERLY 0.10 ESPRIT CIRCLE, TURN RIGHT AND GO 150 TO INTERSECTION OF SLOPE 1.5 FEET SOUTHERLY OF BROW
DITCH.
1114 113WO89 MILE TO TOP OF HILL, POINT IS AT SOUTHWEST PORTION OF BEL ESPRT CIRCLE AND BEL ESPRIT CIRCLE (AS INTERSECTION
TOP OF HILL. IS CURRENTLY MARKED), TURN RIGHT ON BEL ESPRIT CIRCLE
FOUND 2" IRON PIPE, STAMPED "LS 3465 AND GO 0.25 MILES TO END OF CUL-DE-SAC; DRIVE OFF
FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND DEER GRADED PADS EASTERLY TO DIRT ROAD JUST BELOW PAD SLOPE, 1132 SM132
SPRINGS ROAD, GO NORTHERLY ON TWIN OAKS VALLEY ROAD, TURN LEFT (NORTHERLY) ONTO DIRT ROAD AND GO 0.45 MILES
1.95 MILES TO CAMINO CALATIA, TURN RIGHT ON CAMINO 1121 ROUTE WHERE PAVING BEGINS, CONTINUE ON PAVED ROAD 0.2 MILES TO SET 2 11 IRON
PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 132".
CALITIA AND GO 0.40 MILES TO A PAVED DRIVEWAY, TO THE SHED JUST BEFORE PAVING ENDS, TAKE DIRT ROAD JUST BELOW FROM INTERSECTION OF LAS
POSAS ROAD AND BORDEN
LEFT, TURN LEFT AND GO 0.15 MILES TO BEGINNING OF CURVE FOUND 2 1/4 BRASS DISC SET IN BOULDER, STAMPED PAVED ROAD ENDS, AND GO 0.3 MILES
TO TOP OF MOUNTAIN, ROAD, GO EAST ON BRODEN 0.2 MILES TO CAMINO MAGNIFICO,
TO THE LEFT, SAID CURVE ENDING AT END OF DRIVEWAY, POINT "CALIFORNIA DIVISION OF HIGHWAYS ROUTE". POINT IS AT EASTERLY PORTION OF TOP OF MOUNTAIN 400 FEET TURN
LEFT ON CAM. MAGNIFICO AND GO 0.1 MILE TO UN-NAMED
IS 350 FEET NORTHERLY ALONG DIRT ROAD BY WATER LINE FROM DEER SPRINGS ROAD AND HIGHWAY 15 INTERSECTION, EASTERLY OF MOUNTAIN'S PEAK, NOTE: THIS IS THE
MOUNTAIN PAVED STREET IN GRADED, BUT ABANDONED SUBDIVISION, TURN
BLOW-OFF POINT, BEING ON WESTERLY EDGE OF DIRT ROAD NEAR GO EAST TO HIGHWAY FRONTAGE ROAD, WHICH IS CHAMPAGNE WITH THE BIG "PIN ON ITS SOUTH FACE. LEFT
AND GO 250 FEET + TO WHERE UN-FINISHED STREET OF
CREST OF HILL. BOULEVARD, TURN LEFT (NORTH) AND GO 2.55 MILES TO ABANDONED SUBDIVISION GOES NORTH FROM PAVED STREET, TURN
LAWRENCE WELK DRIVE, TURN LEFT AND GO UNDER HIGHWAY 15 RIGHT ONTO STREETS UNPAVED SUB-GRADE SURFACE AND WIND
FOR A TOTAL OF .35 MILES TO LAWRENCE WELK COURT, TURN THROUGH ABANDONED SUBDIVISION NORTHERLY 0.5 MILES TO
LEFT AND GO 0.45 MILES TO A DOUBLE STONE PILEASTER/GATE/ 1126 SM126 MOST NORTHERLY ANGLE POINT OF ABANDONED SUBDIVISION,
1116 0050 030 02 ENTRY ON LEFT, TURN IN THROUGH GATE AND GO 20 FEET + TO POINT IS 10 FEET + NORTH TO TOP OF CUT FACE OF SLOPE.
DIRT ROAD, TURN LEFT AND GO 200 TO TOP OF HILL, POINT SET BRASS CAP IN ROCK, STAMPED 'ISM 126".
FOUND CONCRETE MONUMENT WITH STANDARD BRASS DISC, IS 100' EASTERLY ON KNOLL OVER HIGHWAY 15. LOCATED IN BEDROCK IN SMALL RISE ON WEST
SIDE OF
STAMPED "S.D. CO ENGR DEPT SUR. MON 1981 HORZ CONTROL RANCHO SANTA FE ROAD, 0.14 MILES NORTH OF REDWINE AND
50-3-2 0.22 MILES SOUTH OF VIA CANCION. 1133 SM133
FROM QUESTHAVEN ROAD, GO 4.5 MILES EAST OF
INTERSECTION OF QUESTHAVEN ROAD AND RANCHO SANTA FE 1122 0001 058 R4 SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 13
ROAD, 25 FEET SOUTH OF CENTER OF ROAD ON SLOP TOWARDS FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND
EAST NEAR INTERSECTION OF ROAD AND DIRT TRAIL AT SHARP FOUND 1/2 REBAR. 1127 SM127 BORDEN ROAD, GO EASTERLY ON BORDEN, 0.45
MILES TO BEL
BEND IN ROAD, 260 FEET SOUTHEAST OF POWER POLE 211725. GO EASTERLY ON
QUESTHAVEN .5 MILES FROM THE ESPRIT CIRCLE, TURN RIGHT AND GO 150' TO INTERSECTION OF
INTERSECTION OF RANCHO SANTA FE ROAD, TURN NORTHERLY ON SET 2 11 IRON PIPE WITH 2 BRASS DISC, STAMPED 'ISM 127". BEL ESPRT CIRCLE AND BEL
ESPRIT CIRCLE (AS INTERSECTION
A DIRT ROAD AND TRAVEL .3 MILES, POINT IS 120 ± WESTERLY FROM INTERSECTION BUENA CREEK AND RANCHO SANTA FE, IS CURRENTLY MARKED), TURN RIGHT
ON BEL ESPRIT CIRCLE
FROM POWER POLE #23-0288. GO SOUTHEAST 300 + FEET OPPOSITE ENTRANCE MILL CREEK AND GO 0.25 MILES TO END OF CUL-DE-SAC; DRIVE OFF
1117 ES 0322 APARTMENTS (2130 SOUTH SANTA FE), 4 FEET SOUTH OF GRADED PADS EASTERLY TO DIRT ROAD JUST BELOW PAD SLOPE,
TRAFFIC SIGNAL CONTROL BOX, FLUSH WITH GROUND, 13 FEET TURN LEFT (NILY) ONTO DIRT ROAD AND GO 0.45 MILES WHERE
FOUND 3 10 BRASS DISC WITH SMALL EXTRUSION IN PLACE OF WEST OF ASPHALT BERM. PAVING BEGINS, CONTINUE ON PAVED ROAD 0.2 MILES TO SHED
PUNCH, STAMPED "S.D. COUNTY SURVEYOR MONUMENT 1967 ES 1123 SM123 JUST BEFORE PAVING ENDS, TAKE DIRT ROAD JUST BELOW PAVED
3221l. ROAD ENDS, AND GO 0. 3 MILES TO TOP OF MOUNTAIN; POINT IS
1.5 MILES EAST OF INTERSECTION OF QUESTHAVEN ROAD SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 12311. ON SILY PROMONTORY 700 FEET
SILY OF PEAK OF MOUNTAIN.
AND RANCHO SANTA FE ROAD, 70 FEET EAST OF CENTER OF FROM INTERSECTION OF DISCOVERY ST. AND VIA VERA 1128 SM128
ROAD, 200 FEET NORTH OF DRAIN OR WASH WITH EUCALYPTUS CRUZ, GO 0.2 MILES AND TURN LEFT ONTO DIRT ROAD. GO 0.6
TREES, 300 FEET NORTH OF ELECTRIC TRANSMISSION LINE AND MILES SOUTHEASTERLY ALONG DIRT ROAD TO LOCKED GATE AT SET 2" IRON PIPE WITH 2 11 BRASS DISC,
STAMPED 'ISM 128".
48 FEET EAST OF POWER POLE P136375JP. BRIDGE AT NORTHWEST END OF UN-NAMED POND; GO THROUGH FROM HIGHWAY 78 AND SYCAMORE PROCEED SOUTH ON
1134 SM134
GATES AND TRAVEL 0.2 MILES ALONG PAVED ROAD. POINT IS SYCAMORE 0.9 MILES TO GREEN OAK THEN RIGHT (WEST) 0.2
7 FEET FROM EASTERLY EDGE PAVEMENT. MILES TO GREEN OAK RANCH WOODEN SIGN, GO STRAIGHT 0.05 SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED
'ISM 134".
1118 K 0302 TO SIGN WITH ARROWS, TAKE A RIGHT TO "STAFF HOMES" THEN FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND
FOLLOW DIRT ROAD PAST END OF FENCE TO TOP OF HILL, 0.3 BUENA CREEK ROAD, GO WESTERLY ON BUENA CREEK 1.65 MILES
FOUND 4 11 DISC, IN CONCRETE MONUMENT, STAMPED "U.S. COAST MILES TO WHITE CROSS AND CAMPFIRE RING, SET 13 FEET TO HOLLYBERRY DRIVE, TURN LEFT
ON HOLLYBERRY AND GO 0.25
1124 SM124 SOUTHERLY LARGE WHITE CROSS WITH LIGHTS. MILES TO END OF PAVEMENT, CONTINUE UP HILL ON DIRT ROAD
& GEODETIC SURVEY BENCHMARK ELEV. FEET K302 1935 THAT BEGINS AT END OF PAVEMENT, 0.4 MILES TO.CREST OF
ABOVE MEAN SEA". SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED IISM 12411. HILL WHERE A DIRT ROAD HOOKS SHARPLY LEFT, TURN LEFT AND
FROM GRAND AVENUE GO 1.8 MILES SOUTHWEST ALONG FROM INTERSECTION OF TWIN OAKS VALLEY ROAD AND GO 0.1 MILES TO NORTHERLY EDGE OF KNOLL,
POINT IS AT
ENCINITAS ROAD, THEN 3.0 MILES SOUTHWEST OF ALONG CO BUENA CREEK ROAD, GO WESTELRY ON BUENA CREEK 1.65 MILES 1129 78-10.6 CDH NORTHERLY
EDGE OF KNOLL'S PEAK AND IS 12 FEET +
ROAD 11 25 11 , 0.6 MILES SOUTHWEST TO JUNCTION OF PAVED ROAD TO HOLLYBERRY DRIVE, TURN LEFT ON HOLLYBERRY AND GO 0.25 NORTHERLY OF COUNTY CONTROL
POINT"54-63-XP5
SOUTHEASTERLY, INTERSECTION OF OLD ROAD GROUND, 28 FEET MILES TO END OF PAVEMENT WHERE DIRT ROAD BEGINS, FOUND 2 1/4" BRASS DISC,
STAMPED "CALIF. DEPT. OF
EAST OF ROAD, 29 FEET WEST OF NORTH ONE OF FIVE CONTINUE UP HILL ON DIRT ROAD 0.4 MILES TO CREST OF TRANSPORTATION 78-10.6 1988".
EUCALYPTUS TREES, 1 FOOT WEST RIGHT OF WAY FENCE, HILL, CONTINUE AROUND EASTERLY SIDE OF HILLS PEAK 0.2 LOCATED IN CONCRETE BARRIER ON WEST
SIDE OF RHO
LOCATED UNDER EUCALYPTUS TREE AT TOP OF HILL. MILES TO DIRT ROAD THAT HOOKS SHARPLY RIGHT, TURN RIGHT SANTA FE ROAD OVER CROSSING OF FREEWAY 78,
NEAR CENTER 1135 SM135
AND GO 0.1 MILES TO PEAK OF HILL WHERE OLD RESERVOIR OF BRIDGE.
SITS, POINT IS 100 FEET EASTERLY OF RESERVOIR. SET 2 IRON PIPE WITH 2 BRASS DISC, STAMPED 'ISM 135".
FROM THE INTERSECTION OF TWIN OAKS VALLEY ROAD AND
1119 ES 0264 1130 78-12.9 CDH BUENA CREEK ROAD, GO WESTERLY ON BUENA CREEK 0.2 MILES
FOUND CONCRETE MONUMENT WITH 1/2- STEEL PIN. TO COUNTRY CREEK ROAD, TURN RIGHT AND GO 0.1 MILES TO
END OF COUNTRY CREEK ROAD, WHERE A CHAIN LINK FENCE
FROM INTERSECTION OF SOUTH SANTA FE AVENUE AND FOUND 2 1/4" BRASS DISC, STAMPED "CALIF. DEPT. OF BEGINS AT A MASONRY GATE/ENTRY
WAY, POINT IS 10 FEET +
BUENA CREEK ROAD, GO 0.4 MILES NORTHEAST ALONG BUENA TRANSPORTATION 78-12.9 1988". SOUTH OF CHAIN LINK FENCE AND IS 300 FEET + FROM
END OF
CREEK ROAD, TO OIL DRIVEWAY LEADING UPHILL AND WESTERLY IN SIDEWALK AT A POINT OF 66.7 FEET SOUTH OF THE COUNTRY CREEK ROAD.
TO HOUSES #3076 AND 2072, LOCATED 19 FEET WEST OF SOUTHWEST CORNER OF THE TWIN OAKS VALLEY ROAD
,CENTERLINE OF BUENA CREEK ROAD AND 26 FEET SOUTH OF OVERCROSSING BRIDGE, AT ROUTE 78 HIGHWAY.
CENTERLINE DRIVEWAY, 1.5 FEET EAST OF WHITE WOOD FENCE.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC. CALIF. COORD. INDEX: 360-1720
2- e
R. of S. MAP No.
SHEET 11 OF 11 SHEETS
1136 SM136 NOTE: SOME OF THIS NETWORK'S MONUMENTS, AS WELL AS SOME
ROUTES OF ACCESS LISTED HEREON, ARE ON PRIVATE PROPERTY.
SET 2 11 IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 136
FROM INTERSECTION OF BORDEN ROAD AND WOODLAND
HEIGHTS GLEN, GO NORTHERLY ON WOODLAND HEIGHTS 0.4 MILES
TO ENTRY GATE TO SUBDIVISION, CONTINUE ON WOODLAND
HEIGHTS 0.7 MILES TO SOUTH SUMMIT CIRCLE GLEN
INTERSECTION, POINT IS 100 FEET + SOUTHERLY OF SOUTH
SIDELINE OF WOODLAND HEIGHTS GLEN ON ROCKY PROMONTORY
OPPOSITE BEGINNING OF SOUTH SUMMIT CIRCLE GLEN. 1144 SM144
FOUND 3 10 BRASS DISC, STAMPED 1 IRCE 15382".
AT THE CENTERLINE OF MISSION ROAD AND WOODLAND
1137 SM137 PARKWAY, BEING THE CENTERLINE WELL MONUMENT.
SET 2 11 IRON PIPE WITH 2 11 BASS DISC, STAMPED 'ISM 137".
FROM EAST BOUND OFF RAMP OF HIGHWAY 78 AND BARHAM
DRIVE, GO SOUTHERLY ON BARHAM 0.1 MILES TO SHELLY DRIVE, 1145 SM145
TURN RIGHT AND GO 0.25 MILES TO WHERE DIRT ROAD GOES TO
EAST, TURN LEFT ONTO DIRT ROAD AND GO 0.15 MILES SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 145".
NORTHERLY UP SLOPE TOWARDS EASTERLY HILL TO FORK IN DIRT FROM MULBERRY AND MISSION, GO 0.3 MILES ON MULBERRY
ROAD, TURN RIGHT AND GO 0.1 MILE ALONG CRESTLINE TO NORTH THEN LEFT (WEST) ON BORDEN ROAD, THEN 0.2 MILES ON
CHAIN LINK FENCE, POINT IS 10 + WESTERLY OF CHAIN LINK BORDEN ROAD AND BORDEN CIRCLE, TAKE DIRT ROAD OFF MIDDLE
FENCE AT INTERSECTION OF CREST LINE AND FENCE, AND IS OF CURVE IN WESTERLY CURB RETURN, THEN 0.1 MILES
NORTHWEST OF FLAGPOLE. SOUTHERLY TO NORTHWEST CORNER CHAIN LINK FENCE PIPE IS
5.0 WESTERLY CORNER FENCE.
1138 SM138
1148 .0047 078 FP12
SET 2" IRON PIPE WITH 2 11 BRASS DISC, STAMPED 'ISM 138".
AT INTERSECTION OF RANCHO SANTA FE AND CADENCIA, GO FOUND 2 11 BRASS DISC IN 2 11 IRON PIPE, STAMPED "BLAKE 1983
0.05 WESTERLY TO ESFERA THEN RIGHT ON ESFERA TO END OF LS 4368 S18 S17 T12S R3W".
IMPROVEMENTS ADDRESS 7241 ESFERA ON DIRT ROAD TURN LEFT FROM INTERSECTION OF SAN MARCOS BOULEVARD AND
(WEST) , GO 0.2 MILES TO FORK, BEAR RIGHT GO 0.25 TO FORK PALOMAR AIRPORT,, AND ENCINITAS ROAD, 0.1 MILE EAST TO
BEAR RIGHT, GO 0.05 FORK BEAR LEFT GO 0.05 TO FLAT AREA MECHANICS YARD ON RIGHT (SOUTH), GO 6 FEET SOUTH TO THE
POINT 1.5 ON EASTERLY SIDE FLAT AREA. POWER POLE TL680, WEST OF MECHANIC YARD (ADDRESS 2485)
35 FEET ON 6 FOOT HIGH EARTHEN BERM.
1139 ES 0260
1149 112W106
FOUND 1/2 REBAR IN CONCRETE MONUMENT.
GO WESTERLY ALONG HIGHWAY 78 AT INTERSECTION OF FOUND III PIPE, STAMPED "LS #2821".
SYCAMORE AVENUE AND SYCAMORE OFF RAMP, BETWEEN OFF RAMP LOCATED AT THE INTERSECTION OF INTERSTATE 15 AND
AND SYCAMORE COURT, 37 FEET EAST OF SYCAMORE AVENUE, 39 DEER SPRINGS ROAD; 25 FEET WESTERLY OF THE WEST EDGE OF
FEET SOUTH OF SYCAMORE COURT CENTERLINE, AND 42 FEET THE SOUTH-BOUND FREEWAY OFFRAMP AND 75 FEET NORTHERLY OF
NORTH OF OFF RAMP CENTERLINE, THE DISC IS 1.5 SOUTH OF THE CENTERLINE OF DEER SPRINGS ROAD.
STREET SIGN, "SYCAMORE AVENUE" AND 4 FEET BEHIND ASPHALT
BERM.
1150 SM150
1140 ES 0392 FOUND 1 1/2 IRON PIPE WITH TAG STAMPED "LS 2821".
FOUND IN CENTERLINE OF ORA AVA TERRACE ON LINE WITH
FOUND 3" BRASS DISC WITH SMALL EXTRUSION IN PLACE OF WEST RIGHT OF WAY FENCE OF ORA AVO DRIVE.
PUNCH, STAMPED "S.D. COUNTY ENGINEER DEPT. SURVEY MON.
1979 ES 392".
FROM INTERSECTION OF OLEANDER AVENUE AND PLUMOSA
AVENUE, 570 FEET EASTERLY ALONG OLEANDER, 2.5 FEET 1151 123W113
NORTHEAST OF NORTHEAST CORNER 4.5 FEET HIGH TELEPHONE
CABLE BOX, 5 FEET NORTHWEST OF TELEPHONE POLE 611268, 35 FOUND 2 11 IRON PIPE WITH SCREWED-ON CAP, STAMPED "U.S.
FEET NORTH OF CENTERLINE NEARVESTELRY BOUNDARY OF HOUSE GENERAL LAND OFFICE SURVEY PENALTY #250 FOR REMOVAL 1930
#2650. T12S R3W S22 S23 S27 S26".
FROM INTERSECTION OF RANCHO SANTA FE AND
QUESTHAVEN, ON QUESTHAVEN GO 3.0 MILES TO ATTABURY ROAD,
TURN LEFT (NORTH), THEN 0.3 MILES TO THREE WAY FORK,
1141 ES 0267 TAKE THE RIGHT FORK 0.5 MILES TO BENI) IN ROAD AND 3
DRIVEWAYS TO LEFT, TAKE MIDDLE DRIVEWAY WITH ATTABURY
FOUND 1 19 PIPE, NO TAG. SIGN AND ARROW, GO 0.2 MILES TO FORK TAKE LEFT FORK, 0.5
IN SAN DIEGO COUNTY, AT THE INTERSECTION OF BUENA MILES TO INTERSECTION OF DIRT ROAD, POINT IS 60 FEET ±
CREEK ROAD AND ORA AVA DRIVE, 3 FEET WEST OF CENTERLINE TO THE NORTH WITH PVC WITNESS 10 FEET WEST OF WATERLINE
OF THE SOUTHERLY PROLONGATION OF ORA AVA, 19 FEET SOUTH TEST STATION, 1.0 FEET ABOVE GROUND WITH LARGE MOUND OF
OF THE CENTERLINE OF BUENA CREEK, 1 FOOT NORTHEAST POLE ROCKS 3' WESTERLY.
#411651.
HUNSAKER AND ASSOCIATES SAN DIEGO, INC, CALIF. COORD. INDEX: 360-1720