2000-291215FP20006020
FOUND 6 "X6" CONC MON W /TAG LS 5026
PER PM 5763 (NO RECORD OF TAG) I - �--�
0.30 m BELOW AC SURFACE ` 1 �
J .� J j
N 599 976.260 FP20006021
E 1 902 529.671 FOUND 6 "X6" CONC MON PER PM 5763 5
W /TAG LS 5026 PER PM 15457
0.65 m BELOW AC SURFACE �� FOUND 5/8" IRON PIN PER ROS 9709
N 600 013.657 0.30 m BELOW AC SURFACE
E 1 902 532.614 ACCEPTED AS THE NE CORNER
AVOCADO ACRES MAP 1791
N 600 1 29.1 18
(S03 °49 "W E 1 902 541.701
Z N04*30,001, E 503.39' PER MAp 1788 ORPHEUS AVE
3 7.512 m 1 53.331 m
( NO3 0 45'1 I" E 1 N01 ° 02 85.055 m ---,�
1 23.12' PM 5763) 1- 1(380. 22 15 g PER MAP _ 1 '6 "W -
1788 )
N
�'��' N89 ° 29'05 "W 17.673 m
DETAIL A o (N89 028'48 "W 57.88')
� o ,�
BLOCK 12 G �--� - FP20006022 PALOMAR AIRPORT RD
o � FOUND 3/4" I P OPEN
SET "CALDOT" TAG � o J � 0 /� 0.30 m BELOW AC SURFACE
IN SIDEWALK ( C\j /% -- PER PM 14562
0 N 600 214.160
JOIN EXISTING R/W / a , E 1 902 540.181
N 600 105.896
j
N89 27 05 W E 1 902 581.565 N o ,� -�
1.000 m ( � J "5 -44.1 1 "
� ] �? 2 1 /4" CADT BRASS DISK
O - W �
JVJ r' r' J LA COST / � � SET I N DRAINAGE A AVE
J
STRUCTURE NEAR NE COR rJ U � � �� LA COSTA AVE BR. i- I �r r r
Q LOT 2 �T E^ N N 602 273.678
2 $� • rn o M E 1 902 185.906 LEUCADIA BLVD
DETAIL 1 �``N d- P 33 0 05 03.95265 N
S �� ° �g 00 . � W 117 "W AREA OF
�p 2 �' y = - 00 ° 34'32.7"
ro � CGF = 0.9999667
LO 00 0
Q� �,� ° J "5-42.71
"
M M z 2 1 /4" CADT DISK
1 ,�
2 ° o o ,�.-� SET I N DRAINAGE STRUCTURE p, F
z r-- J NEAR NE COR 5�1�
�- -- LEUCADIA BLVD BRIDGE
CADT ALUMINUM DISK
SET IN PCC SDWK
NE COR MACKINNON AVE
BRIDGE OVER 1 -5
N 596 287.477
E 1 904 042.641
33 0 01 '50.24278 "N
117 " W
y = -00 ° 33'52.1 "
CGF = 0.9999623
"5 -37.8"
2 1/4" CDH BRASS DISK
SET IN PCC SLAB
RT SHOULDER NB LANES 0.6 KM
N OF LOMAS SANTA FE DR.
N 593 084.431
E 1 905 871.902
33 ° 00'06.85210 "N
117 `26.23785 11 W
= -00 ° 33'12 7
VA F.
E !;)R ° �, <v S � NCE B SHEARS, P.L.S. 5842
N N 600 139.060 A 1 17 17 13.43579 W 4 c� G ° o DISTRICT
TN / z � SURVEYS ENGINEER
��
GRID
r
cFO �F
TI C
10 0 20 40 60
SCALE 11000
LINE DATA
etric
E.A. 166642
A
A o
BEARING
DISTANCE
10
N00 0 30'55 11 E
15.174 m
U2
N89 ° 27'05 "W
26.200 m
30
S46 ° 18'55 "W
5.077 m
etric
E.A. 166642
A
A o
d-
J ' ..
°'
J
INDEX:
1-� a I
A A
o
0
0�)
N
O
W
0 '
z
z
v
254
E 1 902 715.830
33 0 03'54.83635 "N
gI'R y = -00 34'11.6" a x � MY REGISTRATION EXPIRES 12/31/2000
/ CGF= 0.9999664 1 > �„
117 .5 �� 5 "W _ �� � J � A �� r� r1� ~ G) r�
r r r
Y=-00034'21.0" HPGN D 11 DC
CGF = 0.9999620 3 1 /4"
FP20006026
l (') C) ' FOUND 2 I P W /TAG LS 4368
�J PER ROS 9709
N 600 1 25.5 47
E 1 902 938.759
TABLE
BEARING
(NO0 0 31'1 2 "E)
DISTANCE
( 49.96')
R.O.S. A4AP N O* 14-'7
SHEET 1 OF 1 SHEETS
" HPGN CA 11 07" RECORD OF SURVEY
2 1/2" CADT ALUMINUM DISK OF NEW RIGHT OF WAY THROUGH A PORTION OF LOT 11 IN BLOCK 2 OF
NEAR WINDSOCK AT THE MCCLELLAN-
SET IN ALUMINUM ACCESS COVER AVOCADO ACRES IN THE CITY OF ENCINITAS, ACCORDING TO MAP 1791
PALOMAR AIRPORT FILED IN THE OFFICE OF THE RECORDER OF SAN DIEGO COUNTY,
N 607 251.582 STATE OF CALIFORNIA.
E 1 904 172.501 BASIS OF BEARINGS
33 7422 N
117 °16'37.07774 "W COORDINATES AND BEARING ARE BASED ON THE CALIFORNIA COORDINATE
y= -00 ° 33'51 .6 " SYSTEM OF 1983, 1991.35 EPOCH ADJUSTMENT I CC383 (1991 .35) 1, ZONE 6,
CGF= 0.9999509 THIS SURVEY ESTABLISHED PROJECT HORIZONTAL CONTROL
"5- 44.55L" ACCORDING TO THE CRITERIA SET FORTH IN THE FEDERAL GEODETIC
2 1/4" CADT BRASS DISK CONTROL COMMITTEE'S "GEOMETRIC GEODETIC ACCURACY STANDARDS AND
SET IN 2 IP SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TECHNIQUES"
/ SOUTHWEST BRIDGE CONE REPRINTED AUGUST 1, 1989.
BATIQUITOS LAGOON BRIDGE THIS GPS STATIC SURVEY WAS ACCOMPLISHED USING TRIMBLE 4000SSI
N 602 929.391 RECEIVERS AND A LEAST SQUARES ADJUSTMENT OF THE RESULTANT
E 1 901 762.786 VECTORS WAS COMPLETED USING TRIMBLE GEOMATRCS OFFICE
33 05'25.09843 "N PROCESSING SOFTWARE. THIS SURVEY WAS CONSTRAINED TO B ORDER
117 18'08.35674 "W MONUMENTS HPGN D 11 -DC AND HPGN CA 11 -07 AND RESULTED IN
CGF= 09999
y =- 00 .8" RESIDUAL ERRORS RANGING FROM 8 -11 mm HORIZONTALLY AT THE
9999673 95% CONFIDENCE LEVEL
/ / "5 -43.4"
2 1/4" IN CDH DISK THE VALUES REPRESENTED IN THIS SURVEY MEET THE ABOVE REFERENCED
SET IN CONC MON STANDARDS FOR 1st ORDER HORIZONTAL REQUIREMENTS. THOSE STATIONS
WEST SIDE PIRAEUS ST. SHOWN AS 2nd ORDER DID NOT MEET THE 1st ORDER SPECIFICATIONS BASED
0.2 KM NORTH OF OLYMPUS ST. ON MONUMENT CHARACTER AND PROXIMITY TO EACH OTHER
/ N 601 180.750 DISTANCES ARE GRID DISTANCES. MULTIPLY BY 1.0000380
E 1 902 468.866 TO OBTAIN GROUND DISTANCES
33
117 ° 17'40.45420 " W ALL DISTANCES REFERENCED TO RECORD DOCUMENTS ARE GROUND
y = -00 ° 34'26.4" DISTANCES UNLESS NOTED OTHERWISE.
' CGF= 0.9999628 '
G TA SURVEYORS STATEMENT
.I� -� I
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
"
NCINITAS BL VD 5 -41.5 DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND
--.,2 1/4 "CDH BRASS DISK SURVEYOR'S ACT AT THE REQUEST OF THE CALIFORNIA DEPARTMENT OF
SET IN CONC 30 m S. OF BR. TRANSPORTATION IN OCTOBER,1999
IN 1 -5 MEDIAN AT PM 41.5
N 598 212.648
E 1 903 140.139
��ONAL B �� S• G� i I/
_� 33 °02'52 4431 All F �� G
LOMAS SANTA FE DR
1`11A
-D �
LEGEND CGF = 0.9999692
• INDICATES FOUND MONUMENT AS NOTED USED TO CONTROL THIS SURVEY
0 INDICATES SET 1 I.P. AND TAG STAMPED "CAL DOT" UNLESS OTHERWISE NOTED
( ) INDICATES RECORD DATA PER MS 775 OR AS NOTED
zG INDICATES 2ND ORDER -GPS CCS 83 (1991.35) PROJECT CONTROL MONUMENT
INDICATES NGS B ORDER CCS 83 1991.35 MONUMENT
INDICATES FIRST ORDER CCS 83 (1991.35) DENS I F I CATION MONI.�IMENT,
BASED UPON A GPS SURVEY
CADT INDICATES CALIFORNIA DEPARTMENT OF TRANSPORTATION
CDH INDICATES CALIFORNIA DIVISION OF HIGHWAYS
CGF INDICATES COMBINED GRID FACTOR
DI INDICATES DRAINAGE INLET
NO FEE PER GOVERNMENT
CODE SECTION 6103
GREGORY J. SMITH
COUNTY RECORDER
%02&7
DEPUTY C NTY RECOR9�R
CA* DISTRICT 11
SURVEYS
CALIFORNIA DEPARTMENT OF TRANSPORTATI
MONUMENTATION MAP
SD RTE 5 KP R67.9 TO R69.5
CALIFORNIA
COORDINATE
INDEX:
326 -1677
A.P.N.:
256-121,
254
-270
EXP•12 -31 -00
J 9 L.S. 5842
CA
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF
THE LAND SURVEYOR'S ACT THIS / sf• DAY OF--TUNE 90 0-a
0
►ND S
r� U
G/U 9 `F
PHILIP J. GIURBINO, PLS 4424
COUNTY SURVEYOR +, Exp.: 9-30-01
�L C S 4
t* ' Q:
C
I
COUNTY RECORDER'S STATEMENT
F I LE NO. 40C)0 - 2 q 12.15
SCALE FILED THIS 2e- DAY OF-Z�A+te-
20 W AT O'CLOCK P-.M, IN BOOK OF RECORD OF SURVEY MAPS
AT PAGE AT THE REQUEST OF THE CALIFORNIA
DEPARTMENT OF TRANSPORTATION
\projects \1eucad \sheetlrev.dgn May. 31, 2000 09:50: 1P