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0 1DAY CONSULTANTS, INC. 89-7014
RECORD OF SURVEY MAP NO._. __ 1_24_6_2_
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LEGEND
@ SHEET NUMBER
----SURVEY BOUNDARY
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RECORD OF SURVEY; SHEET I OF 5 SHEETS
PORTIONS OF LOTS HAND F OF RANCHO AGUA HEOIONDA IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP THEREOF NO. 823 1 FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY NOVEMBER 16, 1892.
LEGEND:
(
0 -INDICATES SET 2" IRON PIPE MARKED "RCE 27214 11
Q -INDICATES SET 3/4" IRON PIPE MARKED "RCE 2721411
• -INDICATES FOUND 211 IRON PIPE WITH DISK STAMPED "L.$.
4312" PER MAP 12242 1 UNLESS NOTED OTHERWISE
A. INDICATES FOUND STREET SURVEY MONUMENT PER SAN DIEGO
REGIONAL STANDARD DRAWINGS M-10 AND M-13 WITH TAG
STAMPED "L.S. 4312" PER MAP 12242, UNLESS NOTED
OTHERWISE.
) -INDICATES RECORD DATA
(R) -INDICATES "RADIAL BEARING"
RECORD DATA;
REC. 1 -SUBDIVISION MAP NO, 12242 FIL!D IN 'l'HE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY OCTOBER 28, 1988
REC, 2 -STATE OF CALIFOl'UHA TRANSPORTATION AGENCY DIVISION OF
HIGHWAYS MAP, MISCELLANEOUS SURVEY NO. 737, DA'l'tO
JANUARY 11, 1974
REC, 3 -
Rl!:C, 4 -
REC. 5 -
REC. 6 -
SAN DIEGO GAS ANO ELECTRIC DRAWING NO, A-606, LEASE
LINE FOR AGUA HEOIONDA LAGOON, DATED MAY 27, 1975
RECORD OF SURVEY NO. 11737 FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO AUGUST 4, 1988
SAN DIEGO GAS ANO ELECTRIC DRAWING NO. T-1500-22-5,
DATED JANUARY 6, 1976
MISCELLANEOUS MAP NO. 209 FILED IN THE OFFICE 01" THE
COUNTY RECORDER OF SAN DIEGO MARCH 8, 1949
BASIS OF BEARINGS;
THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF CAR COUNTRY
DRIVE AS SHOWN ON MAP NO. 12242,
I.E. BEARING NORTH 67' 30' 37 11 EAST
SAID BEARING AND THE BEARINGS SHOWN HEREON ARE IN TERMS OF THE
CALIFORNIA COORDINATE SYSTEM 2 7 ZONE 6. QUOTED BEARINGS FROM
REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID
SYSTEM.
ENGINEER'S STATEMENT;
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LANO
SURVEYOR'S ACT AT THE REQUEST Of THE CARLTAS COMPANY, IN MAY ANO
JUNE OF 1989.
PATRICK i?d:!1;r;21'!h/1J
EXPIRES 3/31/93
COUNTY ENGINEER'S STATEMENT;
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
LANO SURVEYOR'S ACT THIS 2.7 7!:! DAY OF QeC.t;/vJ/3cf2, 1989.
RECORDER'S STATEMENT
GRANVILLE M. BOWMAN
COUNTY ENGINEER
R,C,E. NO. 13681 /h
BY: Cl/4e.&;t£. ( //~
CHARLES E. MOORE, L,S. 3068
FILE NO. <B-70~ VL
FILED THIS olj 1./1..; DAY OF ~989, AT ~(I. IN THE
BOOK OF RECORD OF SURVEY MAPS AT PAGE NO, / (. AT THE
REQUEST OF PATRICK N. O'DAY. '
VERA L. LYLE
COUNTY RECORDER
FEE: $13.oo'f.F f /1 l"l>
BY ~ ~ n ~-~ ~ o ¥TYd%i{i"TficoRDER •
A.P.N. 211-010-00; 211-021-00; ·212-010-14
CAL .. COORD. INDEX: 346-]665X
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t IRON PIPE MKO
"Pl VISION OF #161/WA YS.
ffR REC.2
NO SCALE
*$€£NOT£# f ON SH€€T 4
TABULATED DATA
Cf) NWOO'OO"E 5000' **
@ N20'00'00"E -'"000'**
@
4
3 N 23° 23' 23" W 212. 3<i'
@) Nlf'2/"43'E fffl.<if'
@ N ff' 21' 43" E 200 fof'
( N ff' ffo' 18"£ 20051'
PER REC 2) * * Sf!f= NOTE NZ ON $H££T 4
DETAIL ''C''
NO SCALE
0 1DAY CONSULTANTS, INC. 89-7014
{NTe"Z8'4P'N l'Yif lf'Ft'4)
---4--lfl811,?,!'45"1( 7•6 . .94'
CANNON RD
DETAIL "F''
NO SCALE
RECORD OF SURVEY MAP NO. 12462
}j f D J D JJ D }j
!VO St'ALc
SHEET 2 OF 5 SHEETS
(N22'29'22'W 2.34.48' '
N22'29'2f'W 234.SO"-~
f'E/i" !!'EC !) (),1)
i-----~-5_. 5...;5_'_,_( 3:._4:.:5..:.:.. 14.:...'..:..A.='ER.:..O::.:E=Ei:.:.'O ):::....__~ /-rs ◊ . ', ""r ✓ --<Ji "'"/
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RD.
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''DIVISION Or Hlt:flWAYS,"l./0 RECORD,
ACCEPTED AS MON. RJR EXTENT Or I·S R.O.W.
DETAIL "D"
NO SCALE
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PER PM f/284 L
N87'50'f8"W 89193' ~ _
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(Ne1•49•04.•w 89f.B7'PER taM.tf.?U)I'
-z NEW_t, ) ~j , ~ ~ PALOMAR AIRPOR"-:T::-IR"-Q...Jloil_D--4-__
c_ ~-F0UMJ, SCRIBED "X' IN * SEE NOTE (j), "G;_ ~ SIDEWALK PER PM.11284 SHEET 4
'lli\,_ 131 \,Q_
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DETAIL 1
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NOSCALE
F0UN0, PK. NAIL, NO
IDENTIFICATION, ---
ACCEPTED AS 5.00' OFFSET
PER REC f
DETAIL 11 Kt1
NO SCALE
TA!ULATED DATA
-IJ,,55'20'50" R•557' L" 538.07'
fe -........___
fJ-~~5'2!J"
fi'• to oo'
l • 592'
-IJ-55'20'50' R•GOO' t.~579.tif' (fJ•55'2f'O!"L•579.G3'PER OW(; NO 24G-8)
-N 77'50'21' W 99.98' (10000' PER DWG. NO. 240·8)
-t1•79'59'4.3' R-G43' L,.89171' (tJ• 79'58'45" L•8915G' PER OWG. 24tJ-8)
-LI~ 79.'59'43' R" 1#00' L • 83771' ( tJ • 79'58'45" L • 83754' PER DWG. NO. 24G·8)
0 1 DAY CONSULTANTS, INC; 89-7014
\
RECORD OF SURVEY MAP NO. ___ 12_.44_62._· _
fJ•.J.J'55'2.J•
R~ 10750'
l• G3G5'
(N22• z9•22•w
N22'29'2f'W
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80.00')
79.9G'
COUNTRY DRIVE
DETAIL "G"
NO SCALE
ALL /f[CORI? BEI/R!N;.S I/NP fJ/JT.4NCES IN T#l5 PET.4/l ,
5'/iON# IN f'ARE#TliES!S ( ), AND FDUNO MONUMENTS ~ •
PER REC f.
4
• ~
tJ•!J!J•55•23• tJ•33'55'23' ~:dsJ 4~~. R-10750' R• (0750' ,t~~t!f
tJ • 33'!!5'23'
R• 10.00'
L•5.92'
~u1. ,,.,,.~ L • G3. GS' L • G.3. GS' "J~YJ ,'<)~
._;,-s~;'i<-: (N22"2!1'22'W 8000') /\'ti/,~ tJ•33"55'23" <S'<"'fe _..,:;..::.:::_N_z_2•_29_'_2t_"w ____ _...;79.;.;.9;..;;G_'_.....;:~ ,~/.{\ R• 10.00'
--...._"":'-·'&~}...tt'' ,,Y L• 592'
_,,_N?2'29'21'W 33890' ·
( N22'29'22"W 338 85')
1--N2?29'2f'W3389f'-tr-
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( N22'29'22"W 33885')
CAR COUNTRY DRIVE
DETAIL ''H"
~ .... '-" ,ls ~1~ ~I~ ~-~1~ 1.... r-.
··~ l.!l
NO SCALE ~1~
At.L KECORP BEA/f/NCS ANP PISTIINCE.S IN TIIIS tJETII/L
SHON# IN l'AR£NTIIESIS ( ), ANO FOUND MONUMENTS
PER REC I.
fJ•33'55'23'
R• 10750'
L -G3.G5'
(N22°29'22'W
N22'29'2f'W
fJ•-"'55'2~
R• !01.50'
l •G3G5'
tJOOO') --79.98'
CAR COUNTRY DR IVE
SHEET 3 OF 5 SHEETS
N22'29'2G'W 828.oo•.....,._
(N22'29'f0'W 828.0t' f'ER
REC I)
PASEO DEL NORTE ~
N 22• 29' 2G' HI 884. 00' ,ll':---
( N 22• 291(0• w 884.02' --1-
f"E.f' li"f:C' I}
DETAIL .. J ..
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* SURVEYOR'S NOTES
WHEN A CLOSURE IS COMPUTED AROUND TH.! u:ASE LINE OF RECORD 3, AN
ERROR OF 5. 69 FEET RESULTS. FROM THI'! RIGHT-OF-WAY MAP FOR I-5
{XI SD 2 CBD, SHEET 22 OF 33) TnE ERROR IS SHOWN TO BE lN LEG 8
SINCE LEG 7 & 8 ARE PERPENDICULAR OF THE RIGHT OF WAY MAP. S 86°
21' 40" E SHOULD BES 95• 21' 40" W THE ERROR OF CLOSURE IS THEN
0. 73 FEET IN 15,016.39 FEET. THEN, WHEN THE ANGLE IS HELD
BETWEEN RECORD 2 AND RECORD 3 AN ERROR OF 8 FEET RESULTS BETWEEN
CALCULATED AND EXISTING GROUND CONDITIONS. RECORD 3 DATA WAS
THEN ROTATED O' 34' 06" CLOCKWISE. THIS ROTATION ORIENTS THE
LEASE LINE MOST CLOSELY TO ITS INTENDED LOCATION. THEN I THE
REMAINING ERROR OF o• 00' 05" AND 0.57 FEET IS PLACED IN THE LAST
LEG. THE ORIGINATOR OF THIS RECORD, SDG&E, WAS CONSULTED ABOUT
THIS PROBLEM. THEY INFORMED US THAT SINCE THIS RECORD WAS NOT A
Fl'.:CORDED DOCU!-'.!''~;1' AN!) REF'LE<::TS ONLY A PAPER E8UNDARY/ THIS
SOLUTION lS SATISFACTORY TO REFLECT EXr'S'l'ING CONDITIONS.
· NOTE 2 _
A MAJORITY OF POINTS ALONG THI!: LJl!ASE LINE FALL IN THE WATJl!R OF
AGUA HEDIONDA LAGOON. WHEN THIS LEASE LINE WAS ORIGINATED, THEY
WERE PROBABLE NOT IN THE WATER. WHEN THIS OCCURS, THE POINT rs
OFFSET 50.00 FEET TO AN ACCESSIBLE POINT.
NOTE 3
DUE TO PlOAD IMPROVEMENTS OF PALOMAR AIRPORT ROAD, -NO
MONUMENTATION FIROM COUNTY ENGINEER FIELD BOOK, It 1534 PAGES
236 AND 237, WAS FOUND. LOCATION OF PALOMAR AIRPORT ROAD
MONUMENTATION WAS ESTABLISHED FROM TWO FOUND POINTS AS SHOWN IN
DETAII, "!," ON SHEET 3. THE ORIENTATION OF THE TWO POINTS
ESTABLISHED BEARING. PALOMAR AIRPORT ROAD IMPROVEMENT PLANS,
CITY OF CARLSBAD DRAWING NUMBER 283-7, ESTABLISHED STATIONING AT
THE FOUND MONUMENT AT THE INTERSECTION OF PALOMAR AIRPORT ROAD
AND PASEO DEL NORTE. THIS LOCATION IS SUBSTANTIALLY IN AGREEMENT
WI·TH THE TIE SHOWN ON R.o.s. 5715.
O' DAY CONSULTANTS, INC. 89-7014
RECORD OF SURVEY MAP· N0. __ 12_4_6_2 __
POF<. G
N0'03'.:/d"€ Ila CXJ'
N0•0f' 19"£
FOUND c'" IP MA/fKEO "COK. 'Ii? LOT "C "A II.I,'."
?ER A"EC _,, .,f#t) ,-PA/. c,3:31
Nts9'56'3<J"W 12000'
L o-r J--J
P. J\;J,
$CALE: 1•~200• z-.... ~
OF
SHEET 4 OF 5 SHEETS
(3,155. 07'P£R P.M Ci.331)
300/'
rOUNO: 2"/R0N PIP£
MARKED "L.S. 29 7G" f'EK
PM.~33f
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N2"09'42•E(R) -----
HOAD W/0£N!NG PEit l!ASEM£NT.-.--.
FOR PUBLIC HIGHWAY RECOROEO
SEPTEMBER f5, t988, AS FILE/PAGE
NO 88-4G33f0
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RECORD OF SURVEY MAP NO.
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