2004-843575 V- - t.
RECORD OF SURVEY NO. 4 1
SHEET 1 OF 6 SHEETS
JLJ -.L- U -ZL -XIL -ZL
RECORD OF SURVEY
OF A GEODETIC CONTROL NETWORK OF THE CITY OF ENCINITAS, COUNTY OF SAN
PROCEDURE OF SURVEY.• DIEGO, STATE OF CALIFORNIA.
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH A NETWORK OF HORIZONTAL AND SURVEYORS STATEMENT
VERTICAL GEODETIC CONTROL STATIONS THROUGHOUT THE CITY OF ENCINITAS TO UTILIZE
FOR CIS PURPOSES AND SUBSEQUENT MAPPING SURVEYS IN THE CITY. SCMS (C00C THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER
MY DIRECTION
IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S
TO ACCOMPLISH THIS TASK A GPS SURVEY WAS CONDUCTED USING FOUR LEICA SYSTEM SAN CLEMENTE ACT AT THE REQUEST OF THE CITY OF ENCINITAS
IN APRIL, 2004.
500 SYSTEMS COMPRISED OF AT502 L1,L2 MICROSTRIP ANTENNAS, AND SR 530 DUAL MIDDLE SCHOOL
FREQUENCY RECEIVERS UTILIZING "FAST AMBIGUITY RESOLUTION" TECHNIQUES. ALL
OCCUPATIONS UTILIZED FIXED HEIGHT ANTENNA TRIPODS. MONUMENTS USED FOR THE _ ` �p LAND SU
SURVEY WERE SELECTED IN UNOBSTRUCTED LOCATIONS FOR FUTURE USE, AT ONE MILE HPGN 11 - 07 OGHS (C ORS) D �� W A
GRIDS AND SPACED NO GREATER THAN 1 MILE UNLESS DIRECTED BY THE CITY ENGINEER.
LEVELING WITH A WILD NA -2002 BAR CODE LEVEL WAS PERFORMED INLAND TO TWENTY
THREE MONUMENTS FROM THE EXISTING FIRST ORDER LEVEL LINE LYING ALONG THE .� a
COASTAL RAILROAD LINE. , �� AD ORANGE GLEN HIGH -•-� /19
DAVID AMBLER L L.S. 7322
y N AS
� .�� T'1 .� .� � � -- -
AN ADDITIONAL MONUMENT WAS SET AND OBSERVATIONS MADE IN JULY OF 2004 AT WHICH .J SC HOOL O Ex 12 - 31 - 05
,�i L. S. 7322
TIME POINT 1049 WAS ADDED TO THE OVERALL NETWORK. �a EXP. 12 -31 -05
THE NETWORK SURVEY WAS CONDUCTED IN TWO DISTINCT PHASES A CONTROL TIE U I - TOS LAGOON OF C AL � F
SN�T I Q i
NETWORK AND AN OVERALL NETWORK. BOTH NETWORKS WERE PERFORMED IN COMPLIANCE LEGEND
WITH ACCURACY STANDARDS PER THE CALIFORNIA GEODETIC CONTROL COMMITTEE (C. G. C. C.) CQS�+A ,�'�
DOCUMENT "SPECIFICATIONS FOR GEODETIC CONTROL NETWORKS USING HIGH- PRODUCTION j
r .
�, NU ��� °~ L� ,� • INDICATES CONTINUOUSLY OPERATING REFERENCE STATION (COBS)
CPS SURVEYING TECHNIQUES" VERSION 2.0, JULY 1996 FOR BAND V (1 cm), GROUP C
J
1 'ST ORDER EQUIVALENT AS DEFINED IN THE CALIFORNIA PUBLIC RESOURCES CODE 1� INDICATES EXISTING FIRST OR "B" ORDER CONTROL
MONUMENT HELD IN
SECTION 8801(c)(10). ADJUSTMENT (SEE BASIS OF COORDINATES)
THE NETWORK CONTROL TIES CONSISTS OF 2 MONUMENTS ONE ON THE NORTH END AND \ 1 J 1 D - - INDICATES EXISTING FIRST ORDER BENCHMARK
UNLESS OTHERWISE NOTED
ONE ON THE SOUTH END OF THE PROJECT AREA AND 2 "B" ORDER MONUMENTS OUTSIDE 1 ��� ■ (SEE BASIS OF ELEVATION)
r)
THE PROJECT AREA. ADDITIONALLY THIS NETWORK WAS TIED TO THREE CONTINUOUSLY 1 /ND /GATES MONUMENT INCLUDED IN LEVELING AS /?ART
OF THIS
OPERATING REFERENCE STATIONS (COBS) OUTSIDE THE PROJECT AREA. THE 2 LOCAL SURVEY (SEE BASIS OF ELEVATION)
401
MONUMENTS ARE HIGH STABILITY MARKS SET AS 2.5" DISKS IN MAJOR CONCRETE ...��
STRUCTURES. THE NETWORK CONTROL TIES WERE SURVEYED ON APRIL 16, 2004 f D24 1023
INDICATES EXISTING CST ORDER MONUMENT PER CITY OF CARLSBAV
CONCURRENTLY WITH THE OVERALL NETWORK. STATION DATA LOGGING OCCUPATION TIMES I�EUCADIA $L�• 1 l O -
CONTROL NETWORK (SEE R.O.S. 17271), UNLESS NOTED OTHERWISE.
TO THE EXISTING B ORDER MONUMENTS RANGED FROM 60 TO 90 MINUTES. ........ ..... 1 1 1 L�
34W CS 1 134WCCS2 1 .-J / O INDICATES A MONUMENT ESTABLISHED (SET) AS A PART OF THIS SURVEY.
THE OVERALL NETWORK INCLUDES THE REMAINING FORTY FIVE STATIONS (52 STATIONS IN L���„ „�.,..���•• - LLl
TOTAL ADJUSTMENT) AND WAS SURVEYED FROM APRIL 13, TO APRIL 16, 2004. STATION - ' /�., • INDICATES MONUMENT USED (EXISTING)
AS A PART OF THIS SURVEY
DATA LOGGING OCCUPATION TIMES RANGED FROM 30 TO 50 MINUTES. >. 1
.... 1
THE OVERALL NETWORK WAS CONSTRAINED IN TWO ADJUSTMENTS ON TWO SEPARATE _ _ r� �� --, STATION NAME DESCRIPTIONS.
DATUMS. THE CCS83 ZONE 6, 1991.35 EPOCH HORIZONTAL DATUM WITH THE NGVD 29 - J r J O .�' ���J :� �►� ` / (MONUMENTS WITH
STATION NAMES W HICH HAVE THE FOLLOWING DESIGNATION)
VERTICAL DATUM TO CORRESPOND WITH EXISTING HIGH ORDER CONTROL SURVEYS, AND RE 0
ALSO CONSTRAINED TO THE CCS83 ZONE 6, 2004.0 EPOCH HORIZONTAL DATUM WITH THE
♦♦ �� (CORS) - INDICATES AN EXISTING CONTINUOUSLY OPERATING REFERENCE
NAVD88 VERTICAL DATUM PER CORS STATIONS NGS DATASHEETS AS THE MOST CURRENT <: ENCINITAS BLyD (C OR S ) MONUMENT IN SAN DIEGO COUNTY
FROM THE
-.
HIGH PRECISION GEODETIC NETWORK (HPGN) SURVEY. ■ : ^ �" ' SOUTHERN CALIFORNIA INTEGRATED CPS NETWORK.
....... r
INDICATES AN EXISTING CALIFORNIA HIGH ' H PRECISION GEOI)L TIC
THE CCS83 ZONE 6, 1991.35 EPOCH HORIZONTAL DATUM WITH THE NGVD 29 VERTICAL fl
HPGN -
�> NETWORK MONUMENT PER R. 0. S. 14310.
DATUM NETWORK ADJUSTMENT INCLUDED 3 CORS STATIONS, 1 B ORDER MONUMENT AND
TWO FIRST ORDER MONUMENTS USED AS THE BASIS OF COORDINATES. 10 FIRST ORDER CLSB INDICATES AN EXISTING CARLSBAD NETWORK MONUMENT
BENCHMARKS AND TWENTY ONE MONUMENTS WERE USED AS THE BASIS OF ELEVATION.
O �--� I , II -
THE NETWORK STATION POSITION DATA IS THE RESULT OF A CONSTRAINED BASELINE
0
�1 r� N �J PER R.O.S. 17271.
ADJUSTMENT USING "MOVE 3 VERSION 3.2.2" LEAST SQUARES ADJUSTMENT SUBROUTINE
IMBEDDED IN "LEICA SKI PRO VERSION 3.0" CPS SOFTWARE. THE ADJUSTMENT WAS
CO f LINTY SURVEYORS STATEMENT
CONSTRAINED TO THE HORIZONTAL AND VERTICAL MONUMENTS LISTED UNDER "BASIS OF
'
COORDINATES" AND "BASIS OF ELEVATIONS" AS NOTED AND ARE THE BASIS FOR THE ♦ j r
CCS83 (1991.35 EPOCH), NGID29 COORDINATES FOR THIS SURVEY. ` r'
SURVEYORS ACT THIS IN A
CCORDANCE WITH SECTION 8766 OF THE LAND
� MA � Q _� DAY OF f� L!C �L, 2004.
PHASBEENEX
f'
THE CCS83 ZONE 6, 2004.0 EPOCH HORIZONTAL DATUM WITH THE NAVD 88 VERTICAL f
DATUM PR /MARY NETWORK ADJUSTMENT INCLUDED THREE CORS STATIONS USED AS THE � 1 A N D
BASIS OF COORDINATES. 11 FIRST ORDER BENCHMARKS WITH 21 MONUMENTS WERE USED a
WORK STATION P OSITION DATA IS THE RESULT OF A
AS THE BASIS OF ELEVATION. THE NET ! `'C' Q l�
.. � �w �� ,p <",
CONSTRAINED BASELINE ADJUSTMENT USING "MOVE 3 VERSION 3.0.2" LEAST SQUARES
ADJUSTMENT SUBROUTINE IMBEDDED IN "LEICA SKI PRO VERSION 2.0" CPS SOFTWARE. THE o
ADJUSTMENT WAS CONSTRAIN GO
- - - - -- ----- - - - - --
ED TO THE HORIZONTAL AND VERTICAL MONUMENTS LISTED �} �P 0 N
L.S. 4424 PHILIP J. GIURBINO
0
UNDER "BASIS OF COORDINATES" AND "BASIS OF ELEVATIONS" AS NOTED. THE NETWORK ���J J , Exp. 9 - 30 - 05 Q L.S. 4424, COUNTY
SURVEYOR
CONTROL TIES FOR THIS ADJUSTMENT WAS USED TO VERIFY THE VALIDITY OF THE N '.. � -. -- ��
CONSTRAINTS AND COMBINED WITH THE OVERALL NETWORK.�.. �� r) � r F O I A A � � �J OF o A� \
COMPUTATIONS PERFORMED WITH THE "LEICA " LEAST SQUARES ADJUSTMENT WERE
SPECIFIED, TO 2 -SIGMA (959') CONFIDENCE REGIONS. GEOID 2003 PUBLISHED BY THE
NATIONAL GEODETIC SURVEY (NGS) WAS THE GEOID MODEL UTILIZED TO COMPUTE GEOID RECORDER'S STATEMENT
SEPARATI FOR THE ADJUSTMENTS. THE RESULTS OF THE NETWORK ADJUSTMENT
_.
ACCURACIES CONFORM TO FIRST ORDER AS DEFINED BY THE FEDERAL GEODETIC CONTROL
COMMITTEE (F. G. C. C.) BY DOCUMENT ENTITLED "GEOMETRIC GEODETIC ACCURACY FILE NO. - -� - --
STANDARDS AND SPECIFICATIONS FOR USING CPS RELATIVE POSITIONING TECHNIQUES" DAY OF 2004 AT 1v'
VERSION 5.0, REPRINTED WITH CORRECTIONS AUGUST 1, 1989. FILED THIS _ ___ _SI_
S/O.3 (Con , O'CLOCK, , M. W. IN BOOK OF RECORD 0 SURVEY APS AT PAGE __ _ AT THE
/ SDGPS 17 REQUEST OF DAVID AMBLER.
0 4000 8000 12000 SCR /PPS INSTITUTE
SCALE 1"=4000 OF OCEANOGRAPHY COUNTY Y JCOR SM
•
VICINITY M BY.
-
FEE $18.00
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
PLANNING - ENGINEERING - SURVEYING
10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU 306-1675
R: \0460\ &Map \RS Encinitas Control Sht 01.dwg [ 1891] Aug -30 -2004 W.0.2452 -1
(858) 558 -4500 — FAX (858) 558 -1414
RECORD OF SURVEY NO, 4,11
S
SHET "= OF 6 SHEETS
ADJUSTMENT NO. 1
BASIS OF COORDINATES: U I 1L U-11L IN- U I _1N_ I I S
CCS83, ZONE 6, 1991.35 EPOCH PER R.O.S. 14310 SURVEY U"ONTROL
THE HEREIN - LISTED NORTH AMERICAN DATUM OF 1983 (NAD83) LATITUDES,
LONGITUDES AND ELLIPSOID HEIGHTS, AND, THE HEREIN - LISTED CALIFORNIA
COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 PLANE COORDINATES ALL PER
EPOCH 1991.35 ARE BASED IN THE HORIZONTAL COMPONENT UPON THE
FOLLOWING VALUES FOR THREE CONTROL MONUMENTS OF B -ORDER ACCURACY MAP SHEET INDEX:
OR BETTER.
NO. NAME NORTHING FASTING ELLIPSOID SOURCE FGCC SHEET 1 - NETWORK DIAGRAM, PROCEDURE & CERTIFICATES SHEET
_ H EIGHT ORDER SHEET 2 - BASIS OF COORDINATES AND ELEVATIONS, SURVEYORS NOTES.
OGHS ORANGE GLEN HS 1992065.599 6319282.762 608.6 NGS DATA` (CORS)
S103 SCRIPPS 1895870.270 6254483.553 115.2 NGS DATA* (CORS) SHEETS 3 - DETAILED NETWORK DIAGRAM SHEETS.
SMCS SAN CLEMENTE 2108031.366 6139329.633 77.1 NGS DATA* (CORS) EXISTING CONTROL CHECK
1107 HPGN 11 -07 1992291.232 6247272.613 196.75 R.O.S. 16810 B CCS83 Zone 6, 1991.35 Epoch.
1024 134WCCS1 1968854.614 6242001.192 62.73 R.O.S. 16810 FIRST Pt. NGVD29 Pt. RECORD NAVD88 SHEETS 4 -FINAL COORDINATE
VALUE LISTINGS.
1023 134WCCS2 1968948.942 6246412.993 204.89 R.O.S. 16810 FIRST No. Northing Easting Elevation No. EP No. Northing Easting Elev.
Description Dy Dx Dz Notes
COMPUTED TO 1991.35 EPOCH USING HTDP.
* SHEETS 5 -6 - MONUMENT DESCRIPTIONS.
NGVD29 ELEVATIONS PER NGS 1 ST ORDER BENCHMARKS: 1 1975959.65 6240754.97 44.95 1 1001 1975959.58 6240754.91 44.85 CLSB -021 R.O.S. 17271
-0.065 -0.056 -0.101 Hold GPS
2 1974349.91 6243508.88 311.52 2 1002 1974350.10 6243508.83 WHITE NGS Data sheet (Conventional) 0.188 -0.053 Pre HPGN
3 1976246.32 6249451.81 19.58 3 1003 1976246.26 6249451.81 19.58 CLSB -017 R.O.S. 17271 -0.055 0.003 0.000 Hold Levels
THE HEREIN LISTED NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) 7 1969591.76 6251923.84 82.53 7 1007 1969591.69 6251923.82 82.44 CLSB -004
R.O.S. 17271 -0.063 -0.020 -0.086 GPS HGT
ORTHOMETRIC HEIGHTS ARE BASED IN THE VERTICAL COMPONENT UPON THE 8 1967966.13 6258842.70 218.28 8 1008 1967966.09 6258842.68 218.20 CLSB -006 R.O.S.
17271 -0.040 -0.017 -0.076 GPS HGT
FOLLOWING VALUES FOR SEVEN BENCHMARKS OF FIRST ORDER ACCURACY AND 3 9 1968260.91 6263147.03 297.08 9 1009 1968260.83 6263147.02 297.02 CLSB -007
R.O.S. 17271 -0.086 -0.008 -0.064 GPS HGT
OF SECOND ORDER. 10 1968880.96 6265716.17 201.00 10 1010 1968880.89 6265716.19 200.98 CLSB -012 R.O.S. 17271 -0.067 0.016
-0.024 GPS HGT
23 1968949.02 6246413.01 318.26 23 1023 1968948.99 6246412.94 318.16 134WCCS2 - ROS16810 &ROS17271 -0.029 -0.065 -0.107
GPS HGT SURVEYORS NOTE COBS
NO NAME ORTHOMETRIC SOURCE FGCC 24 1968854.66 6242001.19 176.39 24 1024 1968854.61 6242001.19 176.27 134WCCS1 - ROS16810
&ROS17271 -0.041 0.002 -0.118 GPS HGT
_ HEIGHT _ ORDER 42 1951126.36 6245651.73 14.79 42 1042 14.79 BM OC -136 NGS Data sheet 0 THE CORS STATION
COORDINATES HAVE BEEN UPDATED TO THE SPECIFIED
1001 CLSB -021 44.95 R.O.S. 17271 2 .000 Hold Levels
1003 CLSB -017 19.58 R.O.S. 17271 2 NU 43 1945758.04 6246975.45 32.51 43 1043 32.51 BM J 1415 NGS Data sheet 0.000
Hold GPS HORIZONTAL DATUM EPOCH UTILIZING THE HORIZONTAL TIME DEPENDENT
1042 OC -136 14.79 NGS DATA FIRST 47 1956319.83 6246846.56 229.54 47 1047 1956319.83 6246846.56 HPGN -D 11 -DC R.O.S.
16607 -0.001 0.000 POSITIONING PROGRAM (HTDP) VERSION 2.5 PUBLISHED BY THE NGS.
1107 HPGN 11 -07 309.19 CALT RAN S DATA FIRST
* CLSB -027 520.64 R.O.S. 17271 2ND THE 2004.0 COORDINATES UPDATED OVER TWO MONTH: COMPARED TO THE
* OC -140 77.49 NGS DATA FIRST Not used to compute Std. Dev. MINIMALLY CONSTRAINED ADJUSTMENT VALUES WAS AT MOST 0.05'
NORTH, AND
* U1307 55.01 NGS DATA FIRST
* N 131 77.43 NGS DATA FIRST 0.03' EAST WHICH IS WITHIN THE ACCURACY OF THE GPS OBSERVATIONS AND
* OC -139 1 76.51 NGS DATA FIRST Std. Dev. Dy 0.025 WERE USED AS THE BASIS OF COORDINATES.
* I T 131 71.38 NGS DATA FIRST Std. Dev. Dx 0.027
Std. Dev. Dz 0.047 THE 1991.35 COORDINATE UPDATED OVER TWELVE YEARS COMPARED TO THE
THE NGS. GEOID 99, GEOID MODEL AND AN ADDITIONAL TWENTY ONE STATIONS MINIMALLY CONSTRAINED ADJUSTMENT VALUES WAS 0.08' NORTH, AND 0.05' EAST
LEVELED TO AND HELD IN THE VERTICAL COMPONENT OF THE ADJUSTMENT WERE
WHICH IS WITHIN THE ACCURACY OF THE GPS OBSERVATIONS AND WAS USED AS
USED TO DERIVE NGVD29 ORTHOMETRIC HEIGHTS USING GPS MEASUREMENTS.
LEVELING RESULTS THE BASIS OF COORDINATES.
ENC MONUMENT NAVD 88 NGVD29 ** HELD FOR LEVELING MAIN CIRCUITS
ADJUSTMENT NO. 2 DESIGNATION NAME ELEVATION ELEVATION HELD FOR LEVELING MINOR LOOPS
1003 CLSB -017 ** 21.739 19.58 PER R.O.S. 17271 LEVELING
1042 OC -136 ** 16.938 14.79 JUNE 1991 LEVELING PER NGS DATA SHEET
BASIS OF COORDINATES: CLSB -027 ** 522.803 520.64 PER R.O.S. 17271 LEVELING
CCS83, ZONE 6 9 2004.0 EPOCH PER NGS DATASHEETS OC -140* 79.636 77.49 JUNE 1991 LEVELING PER NGS DATA SHEET
U 1307* 57.165 55.01 JUNE 1991 LEVELING PER NGS DATA SHEET
N 131* 79.580 77.43 JUNE 1991 LEVELING PER NGS DATA SHEET SURVEYORS NOTE® ELEVATIONS
THE HEREIN - LISTED NORTH AMERICAN DATUM OF 1983 (NAD83) LATITUDES, OC -139* 78.658 76.51 JUNE 1991 LEVELING PER NGS DATA SHEET
LONGITUDES AND ELLIPSOID HEIGHTS, AND, THE HEREIN - LISTED CALIFORNIA T 131* 73.546 71.38 JUNE 1991 LEVELING PER NGS DATA SHEET
COORDINATE SYSTEM OF 1983 (CCS83) ZONE 6 PLANE COORDINATES ALL PER THE LEVELING FOR THIS SURVEY WAS PERFORMED TO ESTABLISH 3RD ORDER
EPOCH 2004.0 ARE BASED IN THE HORIZONTAL COMPONENT UPON THE FOLLOWING 1004 ENC -04 67.639 65.48 BENCH MARKS INLAND TO ADD AS VERTICAL
CONSTRAINTS FOR THE GPs
VALUES FOR FOUR CONTROL MONUMENTS OF B -ORDER ACCURACY OR BETTER AND 1007 CLSB -004 84.683 82.53 84.607 & 82.444 PER R.O.S. 17271 (GPS DERIVED, NOT HELD)
ADJUSTMENTS. THE LEVELING PROCEDURES USED DO NOT SUPPORT A HIGH
TWO FIRST ORDER MONUMENTS. 1008 CLSB -006 220.432 218.28 220.368 & 218.204 PER R.O.S. 17271 (GPS DERIVED, NOT HELD) ORDER OF ACCURACY ON THESE
MONUMENTS EVEN TIOIUGH THE CLOSURES
1010 CLSB -012 203.160 201.00 203.140 & 200.976 PER R.O.S. 17271 (GPS DERIVED, NOT HELD) INDICATE OTHERWISE
* COMPUTED TO 2004.0 EPOCH USING HTDP. 1013 ENC -13 454.416 452.25
NO. NAME NORTHING EASTING ELLIPSOID SOURCE FGCC 1017 ENC -17 427.877 425.72 NAVD88 CONSTRAINTS NAVD88 CLOSURE = 0.2208'
IN 22.3 MILES. ERROR RATIO = 1:532,849
HEIGHT ORDER 1020 ENC -20 120.565 118.41 CUMMULATIVE DISTANCE = 37017.77 + NGVD29 CLOSURE = 0.2196' IN 22.3 MILES. ERROR
RATIO = 1:535,760
OGHS ORANGE GLEN HS 1992066.979 6319281.696 610.3 NGS DATA* (CORS)
S103 SCRIPPS 1895871.559 6254482.497 1 16.8 NGS DATA* (CO 1022 ENC -22 142.124 139.97 CUMMULATIVE ERROR = 0.084
SMCS SAN CLEMENTE 2108032.748 6139328.570 193.1 NGS DATA* CORS) 1028 ENC -28 250.481 248.33 ERROR RATIO - THE GPS
DERIVED ELEVATIONS ON THE REMAINDER OF THE STATIONS IN THE
- NETWORK RESOLVED TO + -0.05 FEET BUT ARE S ILI SUBJECT TO ERRORS IN
1029 ENC -29 218.104 215.95 CONTROL (3RD ORDER CONSTRAINTS), THE VERTICAL COMPONENT OF THE GPS
BASIS OF ELEVATION: 1030 ENC -30 388.480 386.33 MEAN DIFFERENCE FROM NAVD88 TO NGVD 29 = - 2.154 ADJUSTMENT AND THE USE OF THE
GEOID 2003 GEOID MODEL, THEREFORE NO
NAVD88 ELEVATIONS PER NGS 1 ST ORDER BENCHMARKS: 1031 ENC -31 182.995 180.85 SPECIFIC ORDER OF ACCURACY IS CLAIMED FOR THIS SURVEY'S
ELEVATIONS
1032 ENC -32 92.004 89.86 NGVD29 CONSTRAINTS DUE TO THE INABLILITY TO DEFINE THE ABSOLUTE RELATIONSHIP TO THE DATUM.
1033 ENC -33 82.081 79.93 CUMMULATIVE DISTANCE = 45127.56' +58170.27' = 103,297.83' =19.5 MILES
THE HEREIN LISTED NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 1035 ENC -35 243.238 241.09 CUMMULATIVE ERROR - 0.0070'+0.0553'= 0.0623'
HOWEVER, THE NETWORK IS TIED TO FIRST ORDER BENCHMARKS AND THE
ORTHOMETRIC HEIGHTS ARE BASED IN THE VERTICAL COMPONENT UPON THE 1036 ENC -36 37.309 35.16 ERROR RATIO = T: 1,658,071' : 314 MILES LEVELING
CLOSURES AND GPS ADJUSTMENTS :SHOW THE RELATIVE VERTICAL
FOLLOWING VALUES FOR EIGHT BENCHMARKS OF FIRST ORDER ACCURACY AND 3 ACCURACY TO BE SUFFICIENT FOR MOST ENGINEERING AND GEOGRAPHIC
1037 ENC -37 55.569 53.42 ..SYSTEM (CIS) APPLICATIONS.
OF SECOND ORDER ACCUARCY PER CITY OF CARALSBAD CONTROL NETWORK. 1038 ENC -38 37.522 35.37 INFORMATION
NO. NAME ORTHOMETRIC SOURCE FGCC 1041 ENC -41 74.279 72.12 Not Held, NAVD 88 Elevations, GPS ties from adjacent benchmarks shows a difference
of 0.33'
HEIGHT ORDER 1044 ENC -44 18.561 16.41
1001 CLSB -021 47.114 R.O.S. 17271 2 NU
1003 CLSB -017 21.739 R.O.S. 17271 2 1001 CLSB -021 47.114 44.95 EXISTING BM (NOT INCLUDED IN LEVELING) PER R.O.S. 17271 LEVELING
1042 OC -136 16.938 NGS DATA FIRST 1043 J 1415 34.665 - - - - -- EXISTING BM (NOT INCLUDED IN LEVELING) JUNE 1991 PER NGS DATA SHEET
1043 J1415 34.665 NGS DATA FIRST
1107 HPGN 11 -07 311.358 CALTRANS DATA FIRST 1107 HPGN -11 -07 311.358 309.19 EXISTING BM (NOT INCLUDED IN LEVELING) JUNE 1991 PER NGS DATA
SHEET
* CLSB -027 522.803 R.O.S. 17271 2ND
* OC -140 79.636 NGS DATA FIRST
* U1307 57.165 NGS DATA FIRST
* N 131 79.580 NGS DATA FIRST
* OC -139 78.658 NGS DATA FIRST
* T 131 73.546 NGS DATA FIRST
* USED FOR LEVEL TIES ONLY, NOT PART OF THIS SURVEY.
THE NGS. GEOID 2003, GEOID MODEL AND AN ADDITIONAL TWENTY THREE STATIONS
WERE LEVELED TO AND HELD IN THE VERTICAL COMPONENT OF THE ADJUSTMENT
TO DERIVE NAVD88 ORTHOMETRIC HEIGHTS USING GPS MEASUREMENTS.
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
PLANNING - ENGINEERING - SURVEYING
10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU: 306 -1675
R: \0460\ &Map \RS Encinitas Control Sht 02.dwg [ 1891] Aug -30 -2004 W.0.2452 -1
(858) 558 -4500 - FAX (858) 558 -1414
RECORD OF SURVEY NO.
INITAS SHEET 3 OF 6 SHEETS
ROL N TWORK
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- INDICATES CONTINUOUSLY OPERATING REFERENCE STATION OR S
1035 •
2 10
INDICATES EXISTING F IRST OR 33 T "B" ORDER CONTROL MONUMENT HELD IN
1036
r HPGN-D 11 ADJUSTMENT (SEE BASIS OF COORDINATES)
' ° 1 O37 r INDICATES EXISTING FIRST ORDER BENCHMARK UNLESS OTHERWISE NOTED
1047 �•'� ■ (SEE BASIS OF ELEVATION)
c;
1039: q' INDICATES MONUMENT INCLUDED IN LEVELING AS A PART OF THIS SURVEY
f,,,:. �,�'" DRIVE (SEE BASIS OF ELEVATION)
104 $ ' IC
ATES USED EXISTING CST ORDER MONUMENT PER CITY OF CARLSBAD
;,.
- CONTROL NETWORK (SEE R.O.S. 17271), UNLESS NOTED OTHERWISE.
.1040 ::::1038
1 O
' PER CITY OF CARLSBAD
INDICATES EXISTING 1 ST ORDER A40NUMFNT
• ° 1045
'&k
CONTROL NETWORK (NOT A PART OF THE NETWORK
�` INDICAT ES A
•
' (SET) • MONUMENT MEN ESTABLISHED SET AS A PART �:�� E CIS SURVEY.
1042 '
1 %,�, INDICATES MONUMENT USED (EXISTING) AS A PART OF THIS SURVEY
044 ....: s
I&
�..
:
1 = INDICATES EXISTING 1 `ST ORDER NGS LEVEL CIRCUIT
.... .........�� -- o
—
�� INDICATES LEVEL CIRCUIT PER CARLSBAD CONTROL NETWORK, R.O.S. 17271.
o .......
2640 0 2640 5280 7920 �,`
/ / r) r / I ... INDICATES LEVEL CIRCUIT PER THIS SURVEY.
SCALE 1"=2640' 1 O43 f .... INDICATES APPROXIMATE CITY BOUNDARY
1 41
104E .....
..........
... .. .......... ...... ......
O
SANTA � - -DRIVE
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
4.
CITY 0 F ENC
SURVEY CONT
PLANNING — ENGINEERING — SURVEYING
10179 HUENNEKENS STREET — SAN DIEGO, CA 92121 CCU 306 -1675
RA460 &Map \RS Encinitas Control Sht 03.dwg [ 1891 ] Aug -30 -2004 W.0.2452 -1
(858) 55 —4500 —FAX (858) 558 -1414
RECORD OF SURVEY NO.
SHEET 4 OF 6 SHEETS
Pt. Ellipsoid CCS 83 2004.0 NAVD88 CCS83 1991.35 NGVD29 Pt.
No. Name Latitude Longitude Height Northing Easting Elevation Northing Easting Elevation Convergence Combined
SF No.
1001 CLS B -021 33 0 5'3.96659" N 117 - 66.857 1975960.979 6240753.851 47.114 1975959.601 6240754.950 44.950 - 33432.663
0.99996685 1001
1002 WHITE 33 0 4'48.31301 " N 117° 17' 19.24557 "W 199.831 1974351.244 6243507.768 313.681 1974349.862 6243508.871 311.526 - 0 34
14.774 0.99995442 1002
1003 CLS B -017 33 0 57.655752" N 117 - 91.668 1976247.649 6249450.690 21.739 1976246.274 6249451.783 19.580 - 0 33 36.515
0.99996796 1003
1004 ENC -04 33 0 4'27.96099" N 117° 18' 13.83224 "W - 46.586 1972340.984 6238842.552 67.639 1972339.607 6238843.657 65.480 - 0
34 44.770 0.99996665 1004
1005 ENC -05 33 117° 17'33.36999 "W 60.399 1972448.960 6242286.869 174.391 1972447.581 6242287.976 172.235 - 0 34 22.536 0.99996150
1005
1006 ENC -06 33 0 4'27.26036" N 117 "W 207.012 1972187.715 6247105.857 320.695 1972186.325 6247106.957 318.541 - 0 33 51.400
0.99995453 1006
1007 CLS B -004 33 0 4'2.055622" N 117° 15'39.81066 "W - 28.778 1969593.087 6251922.721 84.683 1969591.693 6251923.819 82.530 -
0 33 20.133 0.99996637 1007
1008 CLS B -006 33 0 3'46.62845" N 117° 14' 18.33077 "W 107.355 1967967.457 6258841.581 220.432 1967966.069 6258842.679 218.280 -
0 32 35.358 0.99996021 1008
1009 C LS B -007 33 0 3'49.94583" N 117° 13'27.78832 "W 186.499 1968262.241 6263145.909 299.239 1968260.857 6263147.007 297.082 -
0 32 07.584 0.99995635 1009
1010 CLS B - 012 33 0 3'56.31692" N 117° 12'57.66865 "W 90.629 1968882.286 6265715.053 203.160 1968880.903 6265716.150 201.000 -
031 51.033 0.99996079 1010
1011 CLSB -009 33 °4'29.58801 "N 117 °13'28.97375 "W 256.970 1972269.626 6263082.484 369.543 1972268.243 6263083.581 367.380 - 0
32 08.236 0.99995209 1 011
1012 ENC -12 33 0 5'2.576987" N 117° 12'58.10122 "W 581.048 1975579.215 6265740.295 693.314 1975577.832 6265741.392 691.149 - 031
51.271 0.99993588 1012
1013 ENC -13 33 0 4'41.64944" N 117° 12'28.564 "W 342.241 1973440.977 6268233.900 454.416 1973439.595 6268234.997 452.250 - 031 35.039
0.99994775 1013
1014 ENC -14 33 0 57.426698" N 117° 11'55.85189 "W 726.578 1976020.716 6271040.951 838.481 1976019.333 6271042.049 836.316 - 0 31
17.063 0.99992882 1014
1015 Intentionally Deleted 1015
1016 ENC -16 33 °4'11.81826 "N 117 °11'12.74445 "W 437.433 1970367.455 6274657.997 549.325 1970366.072 6274659.095 547.165 - 0 30
53.375 0.99994385 1016
1017 ENC -17 33 0 3'56.74896" N 117 037054 315.676 1968881.661 6270534.698 427.877 1968880.278 6270535.796 425.720 - 0 31 19.913
0.99995001 1017
1018 ENC -18 33 0 3'29.86907" N 117 "W 197.564 1966170.936 6269863.655 309.922 1966169.552 6269864.753 307.765 - 031 24.086
0.99995628 1018
1019 ENC -19 33 °3' 1.554508" N 117° 13'3.831248 "'W -4.952 1963352.581 6265139.257 107.826 1963351.198 6265140.355 105.670 - 031
54.419 0.99996663 1019
1020 ENC -20 33 0 2'59.05586" N 117° 13'59.91094 "W 7.487 1963144.715 6260363.776 120.564 1963143.331 6260364.873 118.410 - 0 32 25.236
0.99996610 1020
1021 ENC -21 33° 3' 19.7696" N 117° 14'38.92075 "W 151.063 1965269.631 6257063.479 264.323 1965268.244 6257064.577 262.170 - 0 32
46.673 0.99995874 1021
1022 ENC -22 33 0 3'23.73644" N 117 28.525 1965724.525 6251457.028 142.124 1965723.139 6251458.126 139.970 - 0 33 22.897 0.99996451
1022
1023 134WCCS2 33 0 3'55.16318" N 117 206.590 1968950.353 6246411.892 320.417 1968948.942 6246412.993 318.266 - 0 33 55.675
0.99995526 1023
1024 134WCC 1 33 0 3'53.79573" N 117° 17'36.31764 "W 64.424 1968855.987 6242000.075 178.543 1968854.614 6242001.192 176.391 - 0
34 24.155 0.99996210 1024
1025 ENC -25 33 117 - 53.753 1965571.643 6239987.266 60.601 1965570.266 6239988.375 58.449 - 0 34 36.938 0.99996850 1025
1026 ENC -26 33 N 117° 17' 11.5028 "W 61.096 1965112.418 6244074.767 175.189 1965111.036 6244075.873 173.040 - 0 34 10.519 0.99996311
1026
1027 ENC -27 33 0 3'21.04116" N 117 198.734 1965487.052 6247878.517 312.567 1965485.663 6247879.619 310.417 - 03345-986 0.99995642
1027
1028 ENC -28 33 °3'0.093278" N 117° 15' 17.8912 "W 136.955 1963312.846 6253727.625 250.480 1963311.462 6253728.722 248.330 - 0 33
08.088 0.99995988 1028
1029 ENC -29 33 0 2'29.2827" N 117° 14'38.75615 "W 104.698 1960167.051 6257028.838 218.103 1960165.668 6257029.935 215.950 - 0 32
46.582 0.99996217 1029
1 030 ENC -30 33 117° 15'58.26832 "W 274.724 1961045.386 6250268.586 388.479 1961044.005 6250269.682 386.330 - 0 33 30.276 0.99995384
1030
1031 ENC -31 33 0 2'55.73258" N 117 69.048 1962937.417 6247023.326 182.995 1962936.036 6247024.425 180.850 - 0 33 51.345 0.99996323
1031
1032 ENC -32 33 0 2'43.38641 "N 117 °17'32.6524 "W - 22.320 1961736.994 6242240.837 92.004 1961735.615 6242241.939 89.860 - 03422-141
0.99996790 1032
1033 ENC -33 33 °2'S. 34315" N 117° 17'30.47467 "W - 32.322 1957890.328 6242387.781 82.081 1957888.951 6242388.878 79.930 - 0 34
20.945 0.99996932 1033
1034 ENC -34 33 N 117° 16'22.60259 1 'W 168.735 1958599.802 6248173.084 282.723 1958598.426 6248174.178 280.574 - 0 33 43.648
0.99995951 1034
1035 ENC -35 33 0 2'8.555423" N 117° 15' 16.54178 "W 129.551 1958103.085 6253792.292 243.238 1958101.705 6253793.387 241.090 - 0 33
07.346 0.99996149 1035
1036 ENC -36 33 °2' 1.246752" N 117 11 W - 76.034 1957306.836 6259822.644 37.309 1957305.454 6259823.741 35.160 - 0 32 28.373
0.99997151 1036
1037 ENC -37 33° 1'45.24134" N 117 "W - 57.971 1955714.211 6257176.769 55.569 1955712.830 6257177.865 53.420 - 0 32 45.353
0.99997106 1037
1038 ENC -38 33° 1'8.905583" N 117° 15' 19.54898 "W - 76.340 1952077.071 6253478.164 37.521 1952075.692 6253479.259 35.370 - 0
33 08.999 0.99997288 1038
1039 ENC -39 33 1'31.75092" N 117° 15'59.52732 "W 209.973 1954418.927 6250096.804 323.983 1954417.550 6250097.897 321.833 - 0 33 30.967
0.99995858 1039
1040 ENC -40 33 1'5.776596" N 117° 16' 14.1695 "W 108.074 1951806.027 6248824.522 222.245 1951804.650 6248825.615 220.097 - 0 33
39.014 0.99996414 1040
1041 ENC -41 33 1'32.17311 "N 117° 17' 10.0452 "W - 40.780 1954520.693 6244093.576 73.612 1954519.319 6244094.667 71.463 -u
0 34 09.718 0.99997057 1041
1042 ENC -42 33 0 0'58.75634" N 117 - 97.449 1951127.688 6245650.619 16.938 1951126.311 6245651.712 14.793 - 0 33 59.453
0.99997416 1042
1043 ENC -43 33 N 117° 16'35.19847 "W - 79.827 1945759.365 6246974.337 34.664 1945757.987 6246975.431 32.509 - 0 33 50.569
0.99997476 1043
1044 ENC -44 33 0 0'39.41167" N 117° 15'49.95019 "W - 95.577 1949121.354 6250860.731 18.560 1949119.976 6250861.825 16.410 - 0 33 25.705
0.99997459 1044
1045 ENC -45 33 1'13.27032" N 117 "W - 88.778 1952479.481 6257523.075 24.841 1952478.100 6257524.170 22.691 - 0 32 42.920
0.99997336 1045
1046 ENC -46 32 0 59'59.73542" N 117° 15' 17.64972 "W 56.220 1945084.872 6253572.495 170.313 1945083.493 6253573.589 168.162 -
0 33 07.955 0.99996842 1046
1047 CA DT 11 -DC 33 1'50.25583" N 117 117.523 1956321.159 6246845.450 231.691 1956319.791 6246846.538 229.539 - 0 33 52.072
0. 9999625K 1 047
1048 E N C -48 33 °2' 10.81824" N 117° 16'59.21386 "W 59.165 1958417.185 6245054.418 173.376 1958415.809 6245055.513 171.227 - 0 34
03.766 0.99996480 1048
1049 ENC -49 133 " N 117 °11'5.94947 "W 477.343 1975631.219 6275283.460 588.991 1975629.836 6275284.558 586.829 - 0 30 49.641
0.99994082 1 049
HUNSAKER & ASSOCIA TES SAN DIEGO, INC.
PLANNING - ENGINEERING - SURVEYING
10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCU: 306-1675
R:\0460\ &Map \RS Encinitas Control Sht 04.dwg [ 1891] Aug -30 -2004 W.0.2452 -1
(858) 558 -4500 -FAX (858) 558 -1414
RECORD OF SURVEY NO. 18 4 , 1111, r,
<
SHEET 5 OF 6 SHEETS
PT. NO. 1001 NAME CLSB -021 PT. NO. 1007 NAME CLSB -004 PT. NO. 1013 NAME ENC -13 PT. NO. 1018 NAME ENC -18
STAMPING 5 -44.11 1997 STAMPING CLSB -004 L.S. 6215 STAMPING ENC -13, L.S. 7322 STAMPING ENC -18, L.S. 7322
MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: MONUMENT DESCRIPTION:
FD. 2.5" CADT DISK IN WEST END OF DRAINAGE BOX INLET IN THE FD. 2.5" DISK IN THE NORTHEAST CORNER OF A 3'X3' DRAINAGE BOX IN SET 2" IRON PIPE WITH 2.5" BRASS DISC WITH
8" CONCRETE COLLAR SET 2.5" CITY OF ENCINITAS BRASS DISC IN CONCRETE SLAB FOR FIRE
NORTHEAST QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE THE SOUTHEAST QUADRANT OF EL CAMINO REAL AND OLIVENHAIN UP 6 ", 0.6 MILES WEST OF TWIN WATER TANKS AT NORTH END
OF HYDRANT, 800 FEET NORTH OF THE END OF BUMANN ROAD.
AND INTERSTATE HIGHWAY 5, IN THE NORTHWEST CORNER OF RD. 33 FT. OFF CURB AND 310 FT. EAST OF INTERSECTION. FORTUNA SUMMIT DRIVE ALONG DIRT ROAD THAT CROSSES CANYON,
TO REACH DESCRIPTION:
NORTHBOUND ON RAMP AND 47 FT. EAST OF BRIDGE TO REACH DESCRIPTION: 21 FEET EAST OF THE WESTERLY FORK OF DIRT ROAD AND 3 FEET FROM THE INTERSECTION OF BUMANN
ROAD AND ROCKING HORSE
TO REACH DESCRIPTION: WEST OF TBAR POST
MONUMENT IS IN THE NORTHEAST CORNER OF A 3X3 DRAINAGE BOX . CIRCLE, GO EASTERLY 300 FEET TO AN INTERSECTION TURN RIGHT
MONUMENT IS IN THE NORTHEAST QUADRANT OF THE INTERSECTION IN THE SOUTHEAST QUADRANT OF EL CAMINO REAL AND OLIVENHAIN TO REACH DESCRIPTION: GO SOUTH ONTO
A DIRT ROAD 0.2 MILES TO THE BEGINNING OF AC
OF LA COST AVENUE AND INTERSTATE HIGHWAY 5, AT THE RD. 33 FT. SOUTH OF THE SOUTHERLY CURB OF OLIVENHAIN RD. AND FROM LONE JACK RD AND FORTUNA RANCH RD GO EAST ON
PAVEMENT, A DIRT DRIVEWAY TO THE LEFT AND THE MONUMENT ON
NORTHWEST CORNER OF LA COSTA AVE. AND THE NORTHBOUND ON 310 FT. EAST OF EL CAMINO REAL. FORTUNA RANCH RD 1 MI TO THE END OF PAVEMENT. CONTINUE EAST THE
RIGHT. THE MONUMENT IS LOCATED ON THE NORTHWESTERLY
RAMP TO 1 -5, 47 FT. EASTERLY OF THE EAST END OF THE LA COSTA PT. NO. 1008 NAME CLSB -006 ALONG DIRT RD 700 FT TO A FORK AT CANYON DE ORO RD, TAKE
CORNER OF A CONCRETE PEDESTAL FOR A FIRE HYDRANT, 8 FEET
AVE. BRIDGE OVER 1 -5, 9 FT. WESTERLY OF TRAFFIC LIGHT AND 3.5 FT. LEFT FORK GO NE'LY ALONG CANYON DE ORO RD 500 FT TO THE WEST OF AC BERM, 12 FEET SOUTHERLY
OF THE BEGINNING OF
FROM CURB. STAMPING CLSB -006 L.S. 6215 INTERSECTION WITH RANCHO SUMMIT DR. TURN LEFT GO NORTH 0.4 PAVEMENT AND 65 FEET SOUTHWESTERLY OF ADDRESS
SIGN ON
PT. NO. 1002 NAME WHITE MONUMENT DESCRIPTION: MI ON RANCHO SUMMIT DR TO A LOCKED GATE AT THE SECOND FENCE "3465 BUMANN ROAD ".
RESIDENCE ALONG ROAD. CONTINUE NORTH THROUGH GATE 0.5 PT. NO. 1019 NAME ENC -19
STAMPING WHITE FD. 2.5" DISK IN SOUTH CURB OF CALLE ACERVO AT THE WEST END OF MILES UP HILL TO THE FENCED WATER TANKS. TURN LEFT GO WEST
MONUMENT DESCRIPTION: THE WEST CURB RETURN OF THE EAST DRIVEWAY OF ELEMENTARY 0.1 MI ALONG FENCE TO CORNER, TURN RIGHT GO NW ALONG FENCE STAMPING
ENC -19, L.S. 7322
FD. 3" USC &GS DISC IN 8 "X8" CONCRETE MONUMENT 6" ABOVE
SCHOOL. 0.1 MI. NORTHEAST OF OF RANCHO SANTA FE RD. 200 FT TO SECOND DIRT RD, TURN LEFT GO WEST DOWNHILL ON DIRT
TO REACH DESCRIPTION: RD 0.4 MILES TO A LOCKED GATE CONTINUE ALONG DIRT ROAD 0.2 MI MONUMENT DESCRIPTION:
GROUND STAMPED "WHITE, 1938" FROM THE INTERSECTION OF RANCHO SANTA FE RD. AND CALLE TO A SPLIT IN THE ROAD, TAKE LEFT FORK GO SOUTH 200 FEET TO SET 2.5" CITY
OF ENCINITAS BRASS DISC IN THE EAST END OF A 1'X7'
TO REACH DESCRIPTION: ACERVO GO NORTHEASTERLY ON CALLE ACERVO 0.1 MI. TO THE THE MONUMENT ON THE LEFT. THE MONUMENT IS LOCATED 150 FT HEADWALL ON THE SOUTH
SIDE OF CIRCA DE TIERRA, 210 FEET WEST
FROM THE INTERSECTION OF GLOSCONY ROAD AND AMALFI DRIVE GO MONUMENT ON THE RIGHT. THE MONUMENT IS IN THE SOUTHERLY NORTH OF DUAL POWER POLES ADJACENT TO AN SDG &E
OF THE CUL -DE -SAC AT THE SOUTH END OF ROAD AND 9.5 FEET OFF
SOUTH ON GLASCONY ROAD 0.25 MI. TO THE MONUMENT ON THE CURB OF CALLE ACERVO AT THE WEST END OF THE WEST CURB TRANSMISSION LINE. CURB.
RIGHT. THE MONUMENT IS LOCATED ON THE WEST SIDE OF THE ROAD RETURN OF THE EASTERLY DRIVEWAY OF AN ELEMENTARY SCHOOL. TO REACH DESCRIPTION:
12.5 FEET WEST OF AC BERM AND 43 FEET WEST OF POWER POLE 84 FT. WESTERLY OF A STREET LIGHT. PT. NO. 1014 NAME ENC -14 FROM THE INTERSECTION OF VAL SERENO
DRIVE AND CIRCA DE
#P120181. PT. NO. 1009 NAME CLSB -007 STAMPING SM LF 40, 9 -19 -92 TIERRA, GO NORTHEASTERLY ON CIRCA DE TIERRA 0.4 MILES TO THE
PT. NO. 1003 NAME CLSB -017 MONUMENT DESCRIPTION: MONUMENT ON THE LEFT. THE MONUMENT IS LOCATED IN THE EAST
STAMPING CLSB -007 L.S. 6215 FD, 2" IRON PIPE WITH 1 1/2" ALUMINUM COUNTY OF SAN DIEGO DISC END OF A 1 FOOT WIDE BY 7 FEET LONG HEADWALL, 210
FEET
STAMPING CLSB -017 L.S. 6215 MONUMENT DESCRIPTION: WESTERLY OF THE CENTER OF A CUL -DE -SAC, AND 9.5 FEET SOUTH
MONUMENT DESCRIPTION: STAMPED HORIZ. CONTROL SURVEY MONUMENT AT THE TOP OF OF THE SOUTHERLY CURB.
FD. ROD DRIVEN TO REFUSAL WITH CAP ON WEST SIDE OF PASEO SLOPE BETWEEN 2 DIRT ROADS HEADING NORTH INTO ABANDONED
FD. 2.5" DISK IN NORTHEAST CORNER OF LA COSTA AVENUE BRIDGE ESMERADO AT ACCESS DRIVEWAY TO PROTECTED HABITAT AREA, 50' DUMP SITE NORTH OF THE NORTH END OF RANCHO SUMMIT
DRIVE. PT. NO. 1020 NAME ENC -20
OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL. FROM CURB AND 20' FROM FENCE ON CANYON RIM. TO REACH DESCRIPTION: STAMPING ENC -20, L.S. 7322
TO REACH DESCRIPTION: TO REACH DESCRIPTION: FROM CANYON DE ORO RD AND RANCHO SUMMIT DR. GO NORTH 0.4
MONUMENT DESCRIPTION:
MONUMENT IS IN THE NORTHEAST CORNER OF LA COSTA AVENUE FROM THE INTERSECTION OF AVENIDA PANTERA AND PASEO MI ON RANCHO SUMMIT DRIVE TO A LOCKED GATE AT THE SECOND
BRIDGE OVER ENCINITAS CREEK, 185' WEST OF EL CAMINO REAL ON ESMERADO GO SOUTH ON PASEO ESMERADO 0.3 MI. TO THE POINT RESIDENCE. CONTINUE NORTH 0.5 MI UP HILL TO THE
FENCED WATER SET CITY OF ENCINITAS BRASS DISC IN THE SOUTHWEST CORNER
NORTH SIDEWALK OF BRIDGE, 6 FT. NORTH OF CURB AND 2.5 FT. ON THE NORTH SIDE AND ACROSS FROM 7980 PASEO ESMERADO. 54 TANKS. TURN LEFT GO WEST 0.1 MI ALONG FENCE TO
COR, TURN OF CONCRETE PEDESTAL FOR FIRE HYDRANT ON THE EAST SIDE OF
RANCHO SANTA FE ROAD AND 100 FEET SOUTH OF EL CAMINO DEL
RIGHT GO NW, NORTH AND NE 0.2 MI ALONG FENCE AROUND TANK
WEST OF THE EAST END OF BRIDGE WALL. FT. FORM CURB AND 21 FT. FROM HABITAT AREA FENCE AND 13 FT. NORTE.
PT. NO. 1004 NAME ENC -04 EAST OF A "NO TRESPASSING" SIGN. TO THE NORTH SIDE OF THE SOUTH TANK AND A GRAVEL ROAD TO
THE LEFT. TURN LEFT GO NORTH ALONG GRAVEL RD 0.3 MI TO A TO REACH DESCRIPTION:
STAMPING ENC -04, L.S. 7322 PT. NO. 1010 NAME CLSB -012 LOCKED GATE TO CLOSED COUNTY DUMP SITE, GO PAST GATE 200 FT THE MONUMENT IS
LOCATED ON THE SOUTHWEST CORNER OF A
MONUMENT DESCRIPTION: STAMPING CLSB -012 L.S 6215 TO THE MONUMENT IN THE SPLIT OF THE DIRT ROAD. THE MONUMENT CONCRETE PEDESTAL FOR A FIRE HYDRANT
ON THE EAST SIDE OF
MONUMENT DESCRIPTION: IS LOCATED AT THE TOP OF SLOPE FOR THE LOWER ROAD, 5 FEET RANCHO SANTA FE ROAD, 100 FEET SOUTHERLY OF THE MIDDLE OF
SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT WEST OF THE EDGE OF UPPER GRAVEL ROAD, 3 FEET EAST OF THE EL CAMINO DEL NORTE, 2.5 FEET EASTERLY
OF AN AC. BERM AND 63
THE NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS FD. 2.5" DISK IN THE NORTHEAST CORNER OF VAULT IN THE TOP OF SLOPE, 13 FEET NORTH OF 18 "X18" CONC. PEDESTAL
FOR FEET WEST OF POWER POLE NO. P16406
PARK ON THE WEST SIDE OF RAINTREE DRIVE. SOUTHWEST QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH ELECTRIC BOX AND 1 FOOT EAST OF TBAR P OST.
TO REACH DESCRIPTION: RD. IN SAN MARCOS. PT. NO. 1021 NAME ENC -21
THE MONUMENT IS LOCATED 4.5 FEET WEST OF CURB ON THE WEST TO REACH DESCRIPTION: PT. NO. 1015 NAME STAMPING R.C.E. 9416
SIDE OF RAINTREE DRIVE IN CURVE KNUCKLE, 250 FEET NORTHERLY MONUMENT IS IN THE SOUTHWEST QUADRANT OF LONE JACK RD. AND STAMPING INTENTIONALLY DELETED
MONUMENT DESCRIPTION:
FROM T INTERSECTION OF RAINTREE DRIVE AND SANFORD DRIVE. DOUBLE LL RANCH RD. IN THE NORTHEAST CORNER OF VAULT. 44FT. MONUMENT DESCRIPTION: FD. WELL
MONUMENT WITH A 2.5" BRASS DISC STAMPED RCE9416 ON
PT. NO. 1005 NAME ENC -05 SOUTH OF SOUTHERLY CURB OF DOUBLE LL RANCH RD., 3 FT. WEST
TO REACH DESCRIPTION: CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE 340
OF WESTERLY CURB OF LONE JACK RD. AND 36 FT. WESTERLY OF
STAMPING RCE 29577 POWER POLE NO. 618620. FEET SOUTHWEST OF WILLOW SPRINGS DRIVE.
PT. NO. 1016 NAME ENC -16 TO REACH DESCRIPTION:
MONUMENT DESCRIPTION: PT. NO. 1011 NAME CLSB -009
FD. 2 IRON PIIPE WITH TAG STAMPED RCE 29577 AT A 20 FOOT STAMPING ENC -16, L.S. 7322 THE MONUMENT IS LOCATED IN THE MIDDLE OF VILLAGE
PARK WAY,
STAMPING RCE 23956 340 FEET SOUTHERLY OF THE INTERSECTION WITH WILLOW SPRINGS
OFFSET TO THE CENTER OF CUL -DE -SAC AT THE NORTHEAST END OF MONUMENT DESCRIPTION:
ARBOR COURT. MONUMENT DESCRIPTION: DRIVE, 61 FEET SOUTHWESTERLY OF A STREET LIGHT AND 53 FEET
SET 2" IRON PIPE WITH 2.5" CITY OF ENCINITAS BRASS DISC ON THE NORTHWESTERLY OF A FIRE HYDRANT.
TO REACH DESCRIPTION: FD. WELL MONUMENT IN THE CENTER OF THE SOUTHEAST END OF WEST SIDE OF CANYON DE ORO, 150 FEET NORTH OF PAINT
FROM THE INTERSECTION OF OLYMPUS STREET AND ARBOR COURT, BULB CUL -DE -SAC OF SITIO BORDE. MOUNTAIN ROAD AND 150 FEET SOUTH OF POWER LINES. PT. NO.
1022 NAME ENC -22
GO NORTHEASTERLY 0.1 MI. TO A BULB CUL -DE -SAC. THE MONUMENT TO REACH DESCRIPTION: TO REACH DESCRIPTION: STAMPING ENC -22, L.S. 7322
IS LOCATED 20 FEET NORTHWESTERLY OF A 2" IRON PIPE AT THE MONUMENT IS IN CENTER OF THE SOUTHEAST END OF BULB CUL -DE- THE MONUMENT IS LOCATED 150 FEET NORTHERLY
ALONG CANYON MONUMENT DESCRIPTION:
CENTER OF CUL -DE -SAC, 27' SOUTHERLY OF A STREET LIGHT AND 19 SAC OF SITIO BORDE, 0.1 MI. SOUTHEASTERLY OF AVENIDA DIESTRO DE ORO FROM THE INTERSECTION WITH
PAINT MOUNTAIN ROAD AND SET 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB NOSE IN
FEET SOUTHEASTERLY OF A SEWER MANHOLE SET FLUSH IN AND 47.5 FT. NORTHWESTERLY OF A STREET LIGHT. 16FEET WESTERLY OF THE WESTERLY EDGE OF PAVEMENT.
ASPHALT. THE MIDDLE OF EL CAMINO REAL IN THE 3 "RD ISLAND
PT. NO. 1012 NAME ENC -12 PT. NO. 1017 NAME ENC -17 APPROXIMATELY 700 FEET SOUTH OF GARDEN VIEW ROAD.
PT. NO. 1006 NAME ENC -06
STAMPING (NONE) STAMPING ENC -17, L.S. 7322 TO REACH DESCRIPTION:
STAMPING ENC -06, L.S. 7322 MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: THE MONUMENT IS LOCATED IN THE WESTERLY CURB OF THE 3'RD
MONUMENT DESCRIPTION: MEDIAN ISLAND BEING 700 FEET SOUTHERLY FROM THE MIDDLE OF
FD. 4" DIAMETER CONCRETE CYLINDER UP 1 FOOT WITH 3/8" PIN UP 1 SET 2.5" CITY OF ENCINITAS BRASS DISC IN DROP INLET ON THE GARDEN VIEW ROAD AND 10 FEE
SOUTHERLY OF CURB NOSE.
SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE SOUTHWEST CORNER INCH IN MOUND OF ROCKS. NORTH SIDE OF FORTUNA RANCH ROAD AND 50 FEET SOUTH OF
OF CONCRETE PEDESTAL FOR UTILITY BOXES, WEST SIDE OF CITY TO REACH DESCRIPTION: ADAM'S RUN. PT. NO. 1023 NAME 134WCCS2
TRAIL ENTRANCE AT THE SOUTH END OF RAINEY COURT. FROM THE INTERSECTION OF RANCHO SANTA FE ROAD AND CAMINO TO REACH DESCRIPTION: STAMPING 134WCCS2
TO REACH DESCRIPTION: JUNIPERO GO 0.3 MILES EASTERLY ON CAMINO JUNIPERO TO A SDG &E THE MONUMENT IS LOCATED ON THE NORTHWESTERLY CORNER OF A MONUMENT DESCRIPTION:
THE MONUMENT IS LOCATED 190 FEET SOUTHERLY OF THE TRANSMISSION LINE. TURN LEFT ONTO DIRT ACCESS ROAD UNDER DRAINAGE BOX INLET 80 FEET SOUTHWESTERLY ALONG FORTUNA
FD. 2. " DISK IN MEDIAN ISLAND OF LEUCADIA BLVD. 141 FT. +-
INTERSECTION OF RANCH ROAD AND RAINEY COURT IN THE TRANSMISSION LINE GO SOUTHEAST ALONG DIRT ROAD 0.2 MILES TO RANCH ROAD FROM THE CENTERLINE INTERSECTION WITH
ADAMS WESTERLY OF LEFT TURN ISLAND GORE NOSE AT QUAIL GARDENS
SOUTHWEST CORNER OF A CONCRETE PEDESTAL, 15 FEET 2'ND TRANSMISSION TOWER AND A DIRT ROAD TO THE LEFT, TURN RUN, 16 FEET NORTHWESTERLY OF THE CENTER OF FORTUNA RANCH
DRIVE
SOUTHERLY OF ROLLED CURB AND 31 FEET WESTERLY OF A STREET LEFT GO NORTH UPHILL 0.1 MILES TO END OF DRIVABLE ROAD ROAD AND 4.5 FEET NORTHWESTERLY OF CURB.
TO REACH DESCRIPTION:
L CONTINUE ON FOOT UP TRAIL 500 FEET TO THE MONUMENT. THE
MON UMENT IS LOCATED 10 FEET NORTHERLY OF THE TRAIL. MONUMENT IS 141 FT. WESTERLY OF LEFT TURN ISLAND GORE NOSE
OF LEUCADIA BLVD. AT QUAIL GARDENS DRIVE. 38 FT. SOUTHERLY OF
A STREET LIGHT.
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
PLANNING - ENGINEERING - SURVEYING
10179 HUENNEKENS STREET - SAN DIEGO, CA 92121 CCI 306 -1675
R: \0460\ &Map \RS Encinitas Control Sht 05.dwg [ 1891] Aug -30 -2004 W.0.2452 -1
(858) 558 -4500 - FAX (858) 558 -1414
RECORD OF SURVEY NO.
SHEET 6 OF 6 SHEETS
PT. NO. 1024 NAME 134WCCS1 PT. NO. 1031 NAME ENC -31 PT. NO. 1038 NAME ENC -38 PT. NO. 1044 NAME ENC -44
STAMPING 134WCCS1 STAMPING ENC -31, L.S. 7322 STAMPING ENC -38, L.S. 7322 STAMPING SEV 104, 1974
MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: MONUMENT DESCRIPTION:
FD. 2.5" DISK IN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCADIA SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHWEST CORNER SET 2.5" CITY OF ENCINITAS BRASS DISC
IN NE CORNER OF DRAINAGE FD. 3.5" DIAMETER CORPS OF ENGINEERS -US ARMY BRASS DISC
BLVD. AND ORPHEUS AVENUE, 37' EASTERLY OF TRAFFIC SIGNAL. OF DRAINAGE BOX ON NORTH SIDE OF ENCINITAS BOULEVARD AND CURB INLET ON THE EAST SIDE OF MANCHESTER AVENUE
0.1 MILE STAMPED "SEV 104,1974" SET IN CONCRETE STRUCTURE OF THE
TO REACH DESCRIPTION: 700 FEET EAST OF WESTLAKE STREET. SOUTH OF THE INTERSECTION WITH EL CAMINO REAL. OLIVENHAIN PUMP STATION IN THE NORTHWEST QUADRANT
OF
MANCHESTER AVENUE AND THE NORTHBOUND INTERSTATE 5 OFF
TO REACH DESCRIPTION: TO REACH DESCRIPTION:
MONUMENT IS IN ENCINITAS AT THE SOUTHEAST QUADRANT OF THE
INTERSECTION OF LEUCADIA BLVD. AND ORPHEUS ST. IN THE FROM THE INTERSECTION OF ENCINITAS BOULEVARD AND WESTLAKE FROM THE INTERSECTION OF EL CAMINO REAL AND MANCHESTER
RAMP TO MANCHESTER AVENUE.
SOUTHERLY SIDEWALK OF LEUCADIA BLVD. 3 FT. FROM FACE OF STREET GO EAST 700 FEET ALONG ENCINITAS BOULEVARD TO THE AVENUE GO SOUTH ON MANCHESTER AVENUE 0.1 MILES TO
THE TO REACH DESCRIPTION:
CURB AND 37 FT. EASTERLY OF TRAFFIC SIGNAL ON THE CORNER. MONUMENT ON THE LEFT. THE MONUMENT IS LOCATED IN THE MONUMENT ON THE LEFT. THE MONUMENT IS LOCATED IN
THE THE MONUMENT IS LOCATED ON THE NORTH SIDE OF MANCHESTER
PT. NO. 1025 NAME ENC -25 NORTHWEST CORNER OF A DRAINAGE BOX CURB INLET ON THE NORTHEAST CORNER OF A DRAINAGE CURB INLET, 4.5 FEET FROM AVENUE, 65
FEET WESTERLY OF THE CENTER OF THE NORTHBOUND
NORTH SIDE OF ENCINITAS BOULEVARD 4.5 FEET NORTH OF CURB CURB AND 66 FEET SOUTH OF AN ANCHOR POLE. INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP, IN THE MIDDLEOF
THE
STAMPING ENC -25, L.S.7322 AND 57 FEET WEST OF DRIVEWAY INTO THE SAN DIEGITO UNION HIGH SOUTHERLY EDGE OF A CONCRETE SLAB FOR AN OLIVENHAIN
MONUMENT DESCRIPTION:
SCHOOL DISTRICT OFFICES. PT. NO. 1039 NAME ENC -39 MUNICIPAL WATER DISTRICT PUMP STATION,
SET 2.5" CITY OF ENCINITAS BRASS DISC IN WELL MONUMENT IN THE PT. NO. 1032 NAME ENC -32 STAMPING ENC -39, L.S. 7322 PT. NO. 1045 NAME
ENC -45
MIDDLE OF THE INTERSECTION OF SOUTH EL PORTAL STREET AND LA MONUMENT DESCRIPTION:
STAMPING HORIZ. CTRL, ENC TC 2 STAMPING ENC -45, L.S. 7322
MESA AVENUE, 100 FEET NORTH ALONG THE SOUTHEASTERLY CURB SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE TOP OF CURB,
LINE OF SOUTH EL PORTAL STREET. MONUMENT DESCRIPTION: NORTHWEST QUADRANT OF BIRMINGHAM DRIVE AND LAKE DRIVE IN MONUMENT DESCRIPTION:
TO REACH DESCRIPTION: FD. 2" SD. CO. ENG. DEPT. BRASS DISC SET IN TOP OF CURB EAST THE MIDDLE OF RETURN. SET 2.5" CITY OF ENCINITAS BRASS DISC IN WESTERLY
CORNER OF
THE MONUMENT IS LOCATED IN THE MIDDLE OF THE INTERSECTION SIDE OF VULCAN AVENUE, 200 FEET NORTH OF E STREET. TO REACH DESCRIPTION: CONCRETE DROP INLET,
EAST SIDE OF STONEBRIDGE LANE AND 450
OF SOUTH E L PORTAL STREET AND LA MESA AVENUE. TO REACH DESCRIPTION: THE MONUMENT IS LOCATED AT THE NORTHWEST QUADRANT OF FEET WEST OF EL CAMINO REAL.
THE MONUMENT IS LOCATED IN THE TOP OF EAST CURB OF VULCAN BIRMINGHAM DRIVE AND LAKE DRIVE, 35 FEET NORTH OF THE CENTER TO REACH DESCRIPTION:
PT. NO. 1026 NAME ENC -26 AVENUE 200 FEET NORTH OF E STREET AND 2.5 FEET NORTH OF THE OF BIRMINGHAM DRIVE AND 15 FEET WEST OF THE CENTER OF LAKE
FROM THE INTERSECTION OF STONEBRIDGE LANE AND EL CAMINO
STAMPING ENC -26, L.S.7322 DRIVEWAY INTO THE ENCINTAS CITY ADMINISTRATION OFFICES. DRIVE. REAL, GO SOUTHWESTERLY ON STONEBRIDGE LANE 450 FEET
TO THE
MONUMENT DESCRIPTION: , PT. NO. 1033 NAME ENC -33 PT. NO. 1040 NAME ENC -40 MONUMENT ON THE LEFT. THE MONUMENT IS LOCATED IN THE
SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE SOUTHWEST CORNER SOUTHWEST CORNER OF A DRAINAGE BOX INLET ON THE SOUTH SIDE
OF A DRAINAGE INLET BOX AT THE WEST SIDE OF PARKING LOT FOR STAMPING ENC -33, L.S. 7322 STAMPING ENC -40, L.S. 7322 OF STONEBRIDGE LANE,
0.5 FEET FROM CURB.
OFFICE BUILDINGS ON THE SOUTH SIDE OF SAXONY PLACE, 200 FEET MONUMENT DESCRIPTION: MONUMENT DESCRIPTION: PT. NO. 1046 NAME ENC -46
WEST OF SAXONY ROAD. SET 2.5" CITY OF ENCINITAS BRASS DISC IN CURB ON THE SOUTH SIDE FD. WELL MONUMENT AT THE CENTER OF CUL -DE -SAC, SOUTH END STAMPING
ENC -46, L.S. 7322
TO REACH DESCRIPTION: OF THE PARKING LOT FOR THE CITY OF ENCINITAS SWAMIS PARK IN OF BULRUSH LANE.
FROM THE INTERSECTION OF SAXONY ROAD AND SAXONY PLACE, GO
RED CURB NORTH OF RESTROOMS. TO REACH DESCRIPTION: MONUMENT DESCRIPTION:
WEST ON SAXONY PLACE 265 FEET TO THE MONUMENT ON THE LEFT. TO REACH DESCRIPTION: THE MONUMENT IS LOCATED AT THE CENTER OF A 38 FOOT CURB SET 2.5" CITY OF
ENCINITAS BRASS DISC IN NORTHWEST CORNER OF
THE MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF A FROM HE INTERSECTION OF CHESTERFIELD DRIVE AND HIGHWAY 101 RADIUS CUL -DE -SAC AT THE SOUTH END OF BULRUSH
LANE. CONCRETE DROP INLET IN THE NORTHWEST QUADRANT OF THE
DRAINAGE BOX INLET AT THE WEST END OF THE FIRST PARKING LOT, GO NORTH 1.2 MILES TO THE ENTRANCE TO SWAMI'S CITY PARK, INTERSECTION OF SANTA HELENA
AND SANTA ROSITA STREETS.
2 FEET WEST OF CURB AND 33 FEET SOUTH OF THE NORTHWEST TURN LEFT INTO PARKING LOT AND THE MONUMENT ON THE LEFT. PT. NO. 1041 NAME ENC -41 TO REACH DESCRIPTION:
CORNE OF THE PARKING LOT. THE MONUMENT IS LOCATED IN THE TOP OF CURB ON THE SOUTH STAMPING ENC -41, L.S. 7322 THE MONUMENT IS LOCATED 60 FEET NORTH
OF THE CENTER OF
PT. NO. 1027 NAME ENC -27 SIDE OF THE PARKING LOT ADJACENT TO THE RESTROOMS, 65 FEET MONUMENT DESCRIPTION: SANTA HELENA AND 20 FEET WEST
OF THE CENTER OF SANTA
NORTH OF RESTROOMS AND 7 FEET WEST OF PARKING BAY. ROSITA, 2 FEET WEST OF CURB.
STAMPING ENC -27, L.S. 7322 SET 2" IRON PIPE IN AC. WITH 2.5" CITY OF ENCINITAS BRASS DISC IN A
PT. NO. 1034 NAME ENC -34 TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 PT. NO. 1047 NAME CADT 11 -DC
MONUMENT DESCRIPTION: MILES NORTH OF CHESTERFIELD AND 10 FEET WEST OF THE NORTH
SET 2.5" CITY OF ENCINITAS BRASS DISC IN TOP OF CURB AT THE STAMPING ENC -34 END OF GUARD RAIL. STAMPING STA. 11 -DC, 1993
NORTH END OF HANDICAP RAMP ON THE NORTH SIDE OF CYPRESS MONUMENT DESCRIPTION: TO REACH DESCRIPTION: MONUMENT DESCRIPTION:
HILLS DRIVE AT PASEO DE LAS VERDES. SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE WEST END OF A 1'X5' FROM THE INTERSECTION OF HIGHWAY 101 AND CHESTERFIELD
FD. 3.5" CALIFORNIA DEPARTMENT OF TRANSPORTATION ALUMINUM
TO REACH DESCRIPTION: HEADWALL ON THE NORTH END OF PIPE UNDER DRIVEWAY ON THE DISC IN THE SIDEWALK OVER THE SOUTHEAST END OF THE
WEST SIDE OF BONITA DRIVE, 225 FEET NORTH OF SANTA FE DRIVE. DRIVE GO NORTH ON HIGHWAY 101 0.5 MILES TO A TURNOUT AND THE NORTHEAST ABUTMENT OF THE
MACKINNON AVENUE BRIDGE OVER
THE MONUMENT IS LOCATED IN THE TOP OF THE EASTERLY CURB AT MONUMENT ON THE RIGHT. THE MONUMENT IS LOCATED 10 FEET
THE INTERSECTION OF PASEO DE LAS VERDES AND CYPRESS HILLS TO REACH DESCRIPTION: WESTERLY AND OPPOSITE THE NORTH END OF A GUARD RAIL IN THE INTERSTATE HIGHWAY
5.
DRIVE AT THE NORTH END OF A HANDICAP RAMP AND 24' NORTHERLY THE MONUMENT IS LOCATED IN THE WEST END OF THE NORTHERLY AC. PAVEMENT. TO REACH DESCRIPTION:
OF A STREET LIGHT. HEADWALL FOR A PIPE UNDER A DRIVEWAY ON THE WEST SIDE OF THE MONUMENT IS LOCATED ON THE SOUTH EAST SIDE OF
PT. NO. 1028 NAME ENC -28
BONITA DRIVE 225 FEET NORTH OF THE MIDDLE OF SANTA FE ROAD. PT. NO. 1042 NAME ENC -42 MACKINNON AVENUE OVER THE NORTHEAST ABUTMENT FOR THE
PT. NO. 1035 NAME ENC -35 STAMPING OC 136, 1968 BRIDGE OVER INTERSTATE HIGHWAY 5, IN THE CENTER OF SIDEWALK.
STAMPING L.S.5663
MONUMENT DESCRIPTION: STAMPING R.C.E. 13817 MONUMENT DESCRIPTION: PT. N0.1048 NAME ENC -48
FD 2.5" SD. CO. ENGINEERS DISC STAMPED "OC 136,1968" IN EAST STAMPING ENC -48, L.S. 7322
FD. WELL MONUMENT AT CENTERLINE INTERSECTION OF TURNER MONUMENT DESCRIPTION: WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101
AVENUE AND SHIELDS AVENUE. FD. WELL MONUMENT AT CENTER OF CUL -DE -SAC, EAST END OF BRIDGE OVER SAN ELIJO LAGOON. MONUMENT DESCRIPTION:
TO REACH DESCRIPTION: ORANGE VIEW DRIVE. TO REACH DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN NORTHWEST CORNER OF
THE MONUMENT IS LOCATED AT THE CENTERLINE INTERSECTION OF TO REACH DESCRIPTION: FROM THE INTERSECTION OF CHESTERFIELD DRIVE AND HIGHWAY CONCRETE DROP INLET
ON NORTH SIDE OF SANTA FE DRIVE WEST
TURNER AVENUE AND SHIELDS AVENUE, 5 FEET SOUTH OF A SEWER THE MONUMENT IS LOCATED AT THE CENTER OF THE CUL -DE -SAC AT 101, GO SOUTH ON HIGHWAY 101 0.2 MILES TO
THE BRIDGE OVER THE OF INTERSTATE HIGHWAY 5 AT THE NORTHEAST RETURN INTO
MANHOLE AND 12 FEET NORTHWESTERLY OF A WATER GATE VALVE. THE EAST END OF ORANGE VIEW DRIVE, 12 FEET WEST OF A SEWER SAN ELIJO LAGON AND THE MONUMENT ON THE LEFT.
THE SCRIPPS MEMORIAL HOSPITAL, ENCINITAS.
PT. NO. 1029 NAME ENC -29
MANHOLE AND 10 FEET NORTH OF A WATER GATE VALVE. MONUMENT IS LOCATED IN THE EAST WING WALL OF THE NORTH END TO REACH DESCRIPTION:
PT. NO. 1036 NAME ENC -36 OF BRIDGE, 9 FEET EAST OF EAST CURB AND 3.8 FEET SOUTH OF THE MONUMENT IS LOCATED ON THE NORTH ;SIDE OF SANTA FE
STAMPING (BLANK WITH PUNCH) NORTH CURB. DRIVE, 175 FEET WEST OF THE INTERSTATE HIGHWAY 5 SOUTHBOUND
MONUMENT DESCRIPTION: STAMPING ENC -36, L.S. 7322 PT. NO. 1043 NAME ENC -43 OFF RAMP TO SANTA FE DRIVEIN THE NORTHWEST CORNER OF
A
STAMPING J 1415, 1987
FD. WELL MONUMENT IN AC. ON CENTERLINE OF ENCINITAS
MONUMENT DESCRIPTION: DRANAGE CURB INLET, 4 FEET NORTH OF CURB.
BOULEVARD, 300' EAST OF INTERSECTION WITH WILLOW SPRINGS AT SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE NORTHEAST CORNER PT. NO. 1049 NAME
ENC -49
BEGINNING OF LEFT TURN POCKET. OF DRAINAGE INLET ON THE NORTH SIDE OF RANCHO SANTA FE MONUMENT DESCRIPTION: STAMPING ENC -49, L.S. 7322
TO REACH DESCRIPTION: ROAD, 200' WEST OF THE INTERSECTION WITH LA BAJADA AND EL FD. 3.5" NATIONAL GEODETIC SURVEY DISC IN HEADWALL, 0.2 MILES MONUMENT DESCRIPTION:
THE MONUMENT IS LOCATED AT THE SOUTHEAST END OF THE LEFT MIRLO. NORTH OF SOLANA VISTA DRIVE ON THE EAST SIDE OF NORTHBOUND
TURN POCKET FROM NORTHBOUND ENCINITAS BOULEVARD TO TO REACH DESCRIPTION: HIGHWAY 101, 3 FEET OFF SHOULDER AND 6 FEET WEST OF CARDIFF SET 2" IRON PIPE WITH
CONCRETE COLLAR AND 2.5" CITY OF
WILLOW SPRINGS DRIVE WESTBOUND. THE MONUMENT IS LOCATED ON THE NORTHSIDE OF RANCHO SANTA BY THE SEA SIGN. ENCINITAS BRASS DISC IN NORTHERLY RIGHT
OF WAY OF ELFIN
FE ROAD, 200 FEET WEST OF THE INTERSECTION WITH LA BAJADA TO REACH DESCRIPTION: FOREST ROAD 0.1 MILES EASTERLY OF FORTUNA DEL NORTE, 29 FEET
PT. NO. 1030 NAME ENC -30 NORTH OF PAVEMENT.
AND EL MIRLO, 200 FEET EASTERLY OF THE EAST END OF THE FROM THE INTERSECTION OF SOLANA VISTA DRIVE AND HIGHWAY 101, TO REACH DESCRIPTION:
STAMPING L.S. 3997 RANCHO SANTA FE ROAD BRIDGE OVER ESCONDIDO CREEK AND 4.5 GO NORTH ON HIGHWAY 01 0.25 MILES TO THE MONUMENT ON THE
MONUMENT DESCRIPTION: FEET NORTH OF CURB. RIGHT. THE MONUMENT IS LOCATED ON THE EAST SIDE OF HIGHWAY FROM THE INTERSECTION OF ELFIN FOREST ROAD
WITH FORTUNA
FD. WELL MONUMENT AT CENTER OF CUL -DE -SAC, NORTH END OF PT. NO. 1037 NAME ENC -37 101, THE TOP OF THE HILL BEFORE THE BEGINNING OF A LONG DEL
NORTE AND FORTUNA DEL SUR, GO EASTERLY ON ELFIN FOREST
OAK CREST PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE CURVE TO THE RIGHT, ON THE NORTHWEST END OF A DRAINAGE PIPE ROAD 0.1 MILES TO THE MONUMENT ON THE
LEFT. THE MONUMENT IS
SCHOOL. STAMPING ENC -37, L.S. 7322 HEADWALL, 3 FEET EAST OF AC. BERM AND 6 FEET WEST OF "CARDIFF LOCATED 29 FEET NORTHERLY OF THE EDGE OF
PAVEMENT, 7 FEET
MONUMENT DESCRIPTION: BY THE SEA" SIGN. SOUTHERLY OF THE CENTER OF A "SDCWA COMCBLE" VAULT NO.
TO REACH DESCRIPTION: FB26, AND 55 FEET EASTERL OF P OWER POLE NO. 712397.
THE MONUMENT IS LOCATED AT THE CENTER OF A 50 FOOT CURB SET 2" IRON PIPE WITH CONCRETE COLLAR AND 2.5" CITY OF
RA DIUS AT THE ENTRANCE TO THE OAK CREST MIDDLE SCHOOL. ENCINITAS BRASS DISC 220 FEET NORTH OF MANCHESTER AVENUE
AND 85 FEET WEST OF TRABERT RANCH ROAD.
TO REACH DESCRIPTION:
THE MONUMENT IS LOCATED 220 FEET NORTH OF MANCHESTER
AVENUE, 85 FEET WEST OF TRABERT RANCH ROAD, 20 FEET EAST OF
A CITY MAINTAINED TRAIL AND 81 FEET WEST OF THE SOUTHERLY
END OF A WOOD SPLIT RAIL FENCE.
HUNSAKER & ASSOCIATES SAN DIEGO, INC.
PLANNING — ENGINEERING — SURVEYING
10179 HUENNEKENS STREET — SAN DIEGO, CA 92121 CCU 306 -1675
R: \0460\ &Map\RS Encinitas Control Sht 06.dwg [ 1891] Aug -30 -2004 W.0.2452 -1
(858) 558 -4500 — FAX (858) 558 -1414