2006-514654 RECORD OF SURVEY NO . 19379
SHEET 1 OF 1 SHEETS
PROCEDURE OF SURVEY.• RECORD OF SURVEY
THE PURPOSE OF THIS SURVEY IS TO REPLACE A HORIZONTAL GEODETIC CONTROL STATION IN THE CITY A GEODETIC CONTROL SURVEY TO REPLACE
FIRST ORDER CONTROL STATION, NO.
L U I
OF ENCINITAS TO BE UTILIZE FOR GIS PURPOSES AND SUBSEQUENT MAPPING SURVEYS IN THE CITY. 1022 WHICH WAS DESTROYED BY CONSTRUCTION
IN THE CITY OF ENCINITAS SURVEY
""'�ITY F ENU'
CONTROL NETWORK, IN THE CITY IF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
TO ACCOMPLISH THIS TASK A GPS SURVEY WAS CONDUCTED USING FOUR LEICA SYSTEM 500 SYSTEMS CALIFORNIA.
COMPRISED OF AT502 L 1,L2 MICROSTRIP ANTENNAS, AND SR 5JO DUAL FREQUENCY RECEIVERS UTILIZING
"FAST AMBIGUITY RESOLUTION" TECHNIQUES. ALL OCCUPATIONS UTILIZED EITHER FIXED HEIGHT POLES OR SURVEYORS STATEMENT
ANTENNA TRIPODS. THE MONUMENT USED FOR THIS SURVEY WAS SELECTED IN AN UNOBSTRUCTED 2000 0 2000 4000 6000
LOCATION ALONG EL CAM /NO REAL FOR FUTURE USE. CONTROL
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
THE NETWORK SURVEY WAS CONDUCTED IN COMPLIANCE WITH ACCURACY STANDARDS PER THE CALIFORNIA DIAGRAM SCALE 1"=2000' IN CONFORMANCE WITH THE
REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S
GEODETIC CONTROL COMMITTEE (C.G.C.C.) DOCUMENT 'SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS ACT AT THE REQUEST OF THE CITY OF ENCINITAS
IN DECEMBER, 2005.
USING HIGH- PRODUCTION GPS SURVEYING TECHNIQUES" VERSION 2.0, JULY 1996 FOR BAND V (1 cm),
1 'ST ORDER EQUIVALENT AS DEFINED IN THE CALIFORNIA PUBLIC RESOURCES CODE SECTION 8801 -8819. P4 74 (CORS) � � ��,o LAND
s�,�,
THE NETWORK CONTROL TIES CONSISTS OF FOUR CONTINUOUSLY OPERATING REFERENCE STATIONS FALLBROOK \ '�\a w - A Ms�
(CORS) STATIONS 2 OF WHICH ARE SANCTIONED BY THE NGS FOR 2004.0 EPOCH COORDINATE VALUES. OGHS (COBS)
ADDITIONALLY THIS NETWORK TIED TO J ADJACENT EXISTING FIRST ORDER MONUMENTS IN THE CITY OF ORANGE GLEN HIGH
ENCINITAS CONTROL NETWORK PER R.D.S. 18416. THE NETWORK CONTROL TIES WERE SURVEYED ON SCHOOL L.S. 7322.
NOVEMBER 28, 2005 CONCURRENTLY WITH THE OVERALL NETWORK. STATION DATA LOGGING OCCUPATION r C r Y Or CA1 L S3 F3AL� 7 - IZ
J , Exp. 12-
TIMES TO THE EXISTING CORS STATIONS RANGED FROM 60 TO 120 MINUTES. %mmum.r - - - - -- - - -� -- - --- - - - - --
DAVID W. AMBLER L. S. 7322 '
ti� • 1007 OUNEN AD EXP. 12 -J 1 -07 F O C A� \ O
THE OVERALL NETWORK INCLUDED ONE STATION ESTABLISHED ON THIS SURVEY (7 STATIONS IN TOTAL �
ADJUSTMENT). STATION DATA LOGGING OCCUPATION TIMES TO THE EXISTING FIRST ORDER STATIONS 1023 LEUC IA
RANGED FROM 60 TO 80 MINUTES. _..._.. _.._.._.._...._ _ 1 LEGEND
1024
I i THE OVERALL NETWORK WAS CONSTRAINED IN TWO ADJUSTMENTS ON TWO SEPARATE DATUMS. THE CCS83
INDICATES CONTINUOUSLY OPERATING REFERENCE STATION (COBS)
ZONE 6, 1991.35 EPOCH HORIZONTAL DATUM WITH THE NGVD 29 VERTICAL DATUM TO CORRESPOND WITH •
THE EXISTING HIGH ORDER CITY OF ENCINIT AS CONTROL SURVEY PER R.O.S. 18416, AND ALSO ' p 1008 INDICATES EXISTING FIRST OR
"B" ORDER CONTROL MONUMENT HELD IN
CONSTRAINED TO THE CCS83 ZONE 6, 2004.0 EPOCH HORIZONTAL DATUM WITH THE NAVD88 VERTICAL a ADJUSTMENT (SEE BASIS OF COORDINATES)
DATUM PER CORS STATIONS AND NGS DATASHEETS AS THE MOST CURRENT HIGH PRECISION GEODETIC to �..........�����
NETWORK (HPGN) SURVEY ADJUSTMENT. ? a GARDEN VIED INDICATES EXISTING GROUP C 1 'ST ORDER MONUMENT IN CITY OF
J r
THE NETWORK STATION POSITION DATA IS THE RESULT OF CONSTRAINED BASELINE ADJUSTMENTS USING `f O F ~ �� �� r g' ENCINITAS CONTROL
NETWORK (SEE R.O.S. 18416),
1050
"MOVE J VERSION J.2.2" LEAST SQUARES ADJUSTMENT SUBROUTINE IMBEDDED IN "LEICA SKI PRO 1026 1027 , A INDICATES A MONUMENT ESTABLISHED
(SET) AS A PART OF THIS SURVEY.
VERSION J.O" GPS SOFTWARE. THE ADJUSTMENT WAS CONSTRAINED TO THE HORIZONTAL AND VERTICAL • (1022 DESTROYED) 1021
MONUMENTS LISTED UNDER "BASIS OF COORDINATES" AND "BASIS OF ELEVATIONS" AS NOTED. E STATION NAME DESCRIPTIONS:
!i 1) W (MONUMENTS WITH STATION NAMES WHICH HAVE THE FOLLOWING DESIGNATION)
COMPUTATIONS PERFORMED WITH THE "LEICA " LEAST SQUARES ADJUSTMENT WERE SPECIFIED TO tr U MOUNT
2 -SIGMA (957.) CONFIDENCE REGIONS. GEOID 2003 PUBLISHED BY THE NATIONAL GEODETIC SURVEY _ _ (COBS) - INDICATES AN EXISTING
CONTINUOUSLY OPERATING REFERENCE
(NGS) WAS THE GEOID MODEL UTILIZED TO COMPUTE GEOID SEPARATIONS FOR THE ADJUSTMENTS. THE - - - - -- V STATION (CORS)
MONUMENT IN SAN DIEGO COUNTY FROM THE
RESULTS OF THE NETWORK ADJUSTMENT ACCURACY CONFORMS TO FIRST ORDER AS DEFINED BY THE 1020 SOUTHERN CALIFORNIA INTEGRATED GPS NETWORK.
FEDERAL GEODETIC CONTROL COMMITTEE (F. G. C. C.) BY DOCUMENT ENTITLED "GEOMETRIC GEODETIC 1028
ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES" VERSION 1031 0
5.0, REPRINTED WITH CORRECTIONS AUGUST 1, 1989 AND CONFORMS TO THE 1 CENTIMETER HORIZONTAL ENCINITAS BLVD•
LOCAL ACCURACY CLASSIFICATION AS DEFINED BY THE FEDERAL GEODETIC CONTROL SUBCOMMITTEE SURVEYORS NOTE
(F.G.C.S.) BY DOCUMENT ENTITLED "GEOSPATIAL POSITIONING ACCURACY STANDARDS PART 2: STANDARDS a
FOR GEODETIC NETWORKS" (FGDC -STD- 007.2 - 1998). • W V DESCRIPTIONS FOR THE EXISTING CONTROL IS ON FILE WITH THE CITY
OF ENCINITAS
ENGINEERING DEPARTMENT R.O.S. 18416 OR AVAILABLE IN THE NGS DATABASE.
1030
BASIS OF COORDINATES: CCS83, ZONE 6, 2004.0 EPOCH PER NGS DATASHEETS: 1029 POINT 1050
THE HEREIN-LISTED NORTH AMERICAN DATUM OF 1983 (NAD83) LATITUDES, LONGITUDES AND 2 112" BRASS DISK STAMPED "ENC -50, LS 7322, 2005"
SET IN CONCRETE MEDIAN
CURB NEAR CENTERLINE OF EL CAM /NO REAL IN THE NORTH END OF THIRD MEDIAN
ELLIPSOID HEIGHTS, AND, THE HEREIN-LISTED CALIFORNIA COORDINATE SYSTEM OF 1983 /BLAND SOUTH OF GARDEN VIEW ROAD. 700 FEET SOUTHERLY
OF INTERSECTION AND
(CCS83) ZONE 6 PLANE COORDINATES ALL PER EPOCH 2004.0 ARE BASED IN THE HORIZONTAL 15 FEET SOUTHERLY OF CURB NOSE.
COMPONENT UPON THE FOLLOWING VALUES FOR TWO CONTROL MONUMENTS OF B -ORDER ACCURACY 1048
OR BETTER. 1034
• DSME (CORS)
NO, NAME NORTHING EAST I NG ELL. HGT SOURCE ORDER DANA SEGUIN
OGHS ORANGE GLEN HS 1992066.979 6319281 .696 610.3 NGS DATASHEET (COBS) 1035 MEMORIAL ENCINITAS C OUNTY SURVEYOR'S STATEMENT
S103 SCRIPPS NO. 3 1895871.559 6254482.497 116.8 NGS DATASHEET (CORS) _
0 SI03 COBS
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE LAND
NAVD88 ELEVATIONS PER COBS STATION GPS BENCHMARKS:
SCRIPPS INSTITUTE SURVEYORS ACT THIS DAY OF '!J_LY , 2006.
THE HEREIN LISTED NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NAVD88) ORTHOMETRIC OF OCEANOGRAPHY
HEIGHTS ARE BASED IN THE VERTICAL COMPONENT UPON THE FOLLOWING VALUES FOR ONE GPS
STATION AND NGS GEOID 2003 GEOID MODEL. �� LAND S�
NO. NAME ORTHO HGT SOURCE ORDER V I �,��� \Q • c �G �
C I
N IT Y MAP
s� <9 ° - '
1007 CLSB -004 84.68 R.O.S. 18416 3RD LEVELS R.O.S. 18416 a -
p- - - - -- --------- - - - - --
4424
L.S. . PHILIP J. GIURB/NO
BASIS OF COORDINATES: CCS83, ZONE 6, 1991.35 EPOCH PER R.O.S. 18416. CCS83 Zone 6 - 2004.0 Epoch Values L.S. 4424, COUNTY
SURVEYOR
Point Northing Easting Orth. Hgt Geoid -Sep Convergence C.G.F. Latitude Longitude Ell. Hgt Point J,� Exp. 9 -30 -07 \Q
THE HEREIN - LISTED NORTH AMERICAN DATUM OF 1983 (NAD83) LATITUDES, 1007 1969593.095 6251922.671 84.677 - 113.005 -0 3'3 20.140" 0.99996627
33 4' 2.055690 "N 117 15' 39.811249 "W - 28.333 1007
LONGITUDES AND ELLIPSOID HEIGHTS, AND, THE HEREIN-LISTED CALIFORNIA 1021 1965269.628 6257063.447 264.347 -112.816 -0 32' 46.680" 0.99995863
33 3' 19.769568 "N 117 14' 38.921127"W 151.531 1021 pF CAL��
COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 PLANE COORDINATES ALL PER 1023 1968950.367 6246411.835 320.468 - 113.373 -0 33' 55.683" 0.99995516
33 3' 55.163305 "N 117 16' 44.490555 "W 207.094 1023
EPOCH 1991.35 ARE BASED IN THE HORIZONTAL COMPONENT UPON THE FOLLOWING 1050 1965781.836 6251442.051 140.779 - 113.152 -0 33' 23.005" 0.99996445
33 3' 24.302020 "N 117° 15' 45.023773 "W 27.628 1050
VALUES FOR THREE CONTROL MONUMENTS OF FIRST ORDER ACCURACY. DSME 1958365.581 6255350.059 300.051 - 113.139 -0 32' 57.315" 0.99995860
33 2' 11.300614 "N 117 14' 58.273665 "W 186.912 DSME
OGHS 1992066.979 6319281 .696 718.657 - 108.352 -0 26' 06.297" 0.99993120 33 7' 50.169284"N 117 2' 30.313223 "W 610.305
OGHS RECORDER'S STATEMENT
NO. NAME NORTHING FASTING SOURCE ORDER P474 2074323.983 6256719.410 712.361 - 109.400 - 0 0 32' 55.645" 0.99992536 33 21' 18.675114
"N 117 14' 55.235574 "W 602.961 P474
102 1 ENC -21 1965268.244 6257064.577 R . 0 . S .18416 FIRST
10 CLSB - 1969591.693 6251923.819 R . O . S . 18416 FIRST S103 1895871.559 6254482.497 231.789 -114.715 -0 32' 59.044" 0.99998186
32 51 52.915244
' "N 117 15 1 .420883 W 1 17.074 S 103 FILE N0. ° ' " 2- 006
1023 134WCCS2 1968948.942 6246412.993 R.O.S.18416 FIRST CCS83 Zone 6 - 1991.35 Epoch Values FILE D THI S 2 -I S DAY OF
v L 2006 9:15
Point Northing East i ng Orth . Hgt Geoid -Sep Convergence C.G.F. Latitude Longitude Ell. Hgt Point O ____ _� AT
NGVD29 ELEVATIONS PER R.O.S 18416 GPS BENCHMARKS: ° ° ° ,� 'CLOCK -
�M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE _ AT THE
1007 1969591.693 6251923.819 82.530 - 113.005 -0 33 20.133 0.99996637 33 4 2.041930"N 117 39.797602 - 30.485 1007
THE HEREIN LISTED NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) 1021 1965268.244 6257064.577 262.174 - 112.816 -0 32' 46.673" 0.99995873
33 3' 19.755985 "N 117 14' 38.907696 "W 149.377 1021 REQUEST OF DAVID W. AMBLER.
ORTHOMETRIC HEIGHTS ARE BASED IN THE VERTICAL COMPONENT UPON THE
1023 1968948.942 6246412.993 318.266 - 113.373 -0° 33' 55.675" 0.99995526 33° 3' 55.149324 "N 117° 16' 44.476778 "W 204.943
1023
FOLLOWING VALUES FOR THREE GPS STATIONS AND NGS GEOID 2003 GEOID MODEL. GREGORY J. SMITH
1050 1965780.432 6251443.198 138.627 - 113.152 -0 33' 22.997" 0.99996456 33 3' 24.288236 "N 117 15' 45.010148 "W 25.476
1050
N0. NAME ORTHO HGT SOURCE ORDER
DSME 1958364.176 6255351.205 297.900 - 113.139 -0 32' 57.307" 0.99995870 33 2' 11.286820 "N 117 14' 58.260042 "W 184.761
DSME COUNTY RECORDER
1007 CLSB -004 82.53 R.O.S. 18416 3RD OGHS 1992065.583 6319282.863 716.505 - 108.352 -0 26' 06.290" 0.99993131 33 By'
° 7' 50.155541 "N 117° 2' 30.299428 "W 608.152 OGHS '
- - -- -- - -- - - - - --
1021 ENC -21 262.17 R.O.S. 18416 3RD P474 2074322.589 6256720.566 710.201 - 109.400 -0 32 55.638 , � 0.99992546 33 0 21
18.661425 � N 117 0 -
14 55.221795"W 600.801 P474 DEPUTY
1023 134WCCS2 318.266 R.O.S. 18416 3RD S103 1895870.127 6254483.635 229.653 - 114.715 -0 32' 59.037" 0.99998196 32 51' 52.901208
"N 117 15' 1.407359 "W 114.938 S103
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