HomeMy WebLinkAbout17996; ROS 17996; ROS 17996; 01-04RECORD OF SURVEY MAP No. 17996
PAIR "1"1-1
CONSTRUCTION (l STA 4G+"l"l.0"1
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR "1"1-1".
N. 1"1"11375.53"1 LATITUDE 33• 07'3<o.7<o5<o4"
f. <o243711.083 LONGITUDE 117°17'18.84"113"
ELEVATION• 324 .02·
PAIR "1"1-3
FOUND 3 1/2" BRASS DISC MARKl:D
·us COAST + GEODETIC SURVEY
AP 1"173 CRQ STA A". STAMPED
"PAIR "1"1-3" ON EXISTING MONUMENT.
NAD83 C1"1"11.35) GfOGRAPttlC COORDINATl:S
PER NATIONAL GEODETIC SURVl:Y DATA
SHEET.
N. 1"1"11G81.057 LATITUDE 33°07'3"1.802"18"
f. <o24385"11.B1"1 LONGITUDE 117°17'17.13<o02"
PAIR 'l"l-4
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
HPGN 11-07
FD. 2.5" ALUMINUM DISK
STAMPED AS SHOWN•
.s)-,1_ n...<Sl
1990
NAD83 Cl'l"ll.35) Gl:OGRAPHIC COORDINATES
PER NATIONAL GEODETIC SURVEY DATA
SHEET.
N. 1"l"l22"l1.233 LATITUDE 33° 07'4<o.17422"
E. <o247272.<o15 LONGITUDE 117°1G'37.07774"
ELEV A TION• 333.4"
NGS DESIGNATION• CRQ AP STA A
-PAIR "1"1-4". ~r N. 1"1"11327.B5<o
~-,, E. G2454<o"l.1"14
ELEVATION, 311.4'
NGS DESIGNATION• HPGN CA 11 07
NGS POINT IDfNTIFICA TION CPID), DX52"l1 NGS POINT IDENTIFICATION CPID), AD"1374
THIS IS A SECONDARY AIRPORT CONTROL
STATION (SACS). . .il .!);I ~ :U4-D1
~
--------
~ ~~
THIS IS A PRIMARY AIRPORT CONTROL STATION CPACS).
, 1rt , -'.::..--.
--\ 1\•t !\ N79°42'22"E --5299.09' .,_..u ------
1':I
45+00
--;j:goo.oo' RUNWAY (4900.24' GROUND DISTANCE~ ..---/
!:ND RUNWAY
N. 1"1"11411.ll<o
f. <o243'lO<o."l<o"l
CONSTRUCTION ~
1502.42
LATITUDE 33° 07'37.13<o"12'
LONGITUDE 117° 17'1<o.55001'
1:LEVATION• 32.'l,"l"l'
rOUND 2· PIPE WITH TAG. LS 450<o /
PER CfRtlrlCAtl: Or CORRl:CTION _,/ •
"10-537582 ANP MAP_ 11288. ON "1-23~"12 b ~
Rl:FEfl:tNCl:S Wt:Rf $1:i PER CrB A2. F'. 787. 9~ a
UF'ON IN&t"tCTION ON 3-17-"1"1. THE TAG WAS 8 gi g
FOUND TO Bf Ml$SING AND WAS Rl:PLACED o ~-, ~
FROM tHI: fOUNtJ RfFERENCES WITH A TAG i;::
MARKED ·so co SURVEYOR" Pl:R CFB A2.. , tL ~ --
P. 13B'l. ~..: , s~ ;=
rOUND 2· PIPf WITH tAG. LS 450<;;
F'l:R Cl:Rt\FICA ti: OF CORRl:CtlON
"10~337',;8;: ANtJ MAF' i12:B8.
Nr.t: o, . • UJ +-8tL b
b Z
O~OLJNO Dl!:JTANCE = O\l!ll:'.l l1i&TANCC:
O.'l9"l"'50"l0
AT STATION HF'GN il-07
1:LfVATION 311.4' NAVD 88
LEGEND
• = FOUND POINT AS NOTED.
& = FOUND HORIZONTAL CONTROL POINT AS NOTED.
*= FOUND B ORDER HORIZONTAL CONTROL POINT Of THE SAN DIEGO
COUNTY HIGH PRECISION GEODETIC CONTROL NETWORK CSD-HPGN).
0 = SET 3/4" X ie· PIPE W/TAG MARKE:O ·so co SURVEYOR."
D = SET NAIL AND TAG MARKED ·so co SURVEYOR."
6 = SET POINT AS NOTED.
2002-0265-A = INDICATES A NON-RfCORDl:D LEASE PARCEL DESIGNATION.
( R) = INDICATES RADIAL BEARING.
CCS = INDICATES CALIFORNIA COORDINATE SYSTEM.
CONSTRUCTION ~ = INDICATES CONSTRUCTION CfNTl:RLINf PER CO. Of SD
DPW IMPROVEMENT PLANS FOR THE ·coNSTRUCTION Of
RUNWAY SAFETY AREA l:XTENSION AT McCLELLAN-PALOMAR
AIRPORT" APPROVED 4/30/98.
CfB = INDICATES COUNTY flfLD BOOK.
COOT = INDICATES CALIFORNliA DEPARTMENT OF TRANSPORTATION.
( ) = INDICATl:S RECORD DATA Pl:R R OF S B4<o7 UNLESS OTHERWISE
NOTED. (DD)= INDICATES RECORD DATA PER A NON-RECORDED LEASE PARCEL
DESCRIPTION, PARCEL NO. 85-0370-A DATED 9-17-85.
PAIR = INDICATES SAN DIEGO COUNTY HORIZONTAL CONTROL LIST
DESIGNATION FOR PAl.,OMAR AIRPORT.
[ ] = INDICATES RECORD DATA PER R Of S 17732.
PALOMAR AIRPORT RUNWA Y..---24
BUILDING
'
LINE
N42° 03'3<o"W 5.00'
CN42° 02'58"W PER
ROS l<o47D
11..\P ::l.41::l
FD. STANDARD M-10
MONUMENT SET AS
AS REFERENCE TO P.I.
Pl:R ROS 1G4 71.
PAIR 9"1-5 ~
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-5· IN A.C.
N. 1991845."125
f. <o248323.<o08
6=95° 00'30"
R=150.00'
L=248.73'
N3<o0 05·45·w 52.ci<,;·
CN3<o0 07'15"W 52. '
RS 1534-3)
~ '!)9
,: 7,.0:> ~~ 1
"v 6',.,.,.
,,; b, 1 "(-' :> :S~ ~s ...... ~ ).,..e,.
" e,1'-1
NOTE• THE ff!: OWNERSHIP Of THE Ll:ASED AREA
SHOWN HfRl:ON IS VESTED IN A PUBLIC AGENCY.
THE COUNTY Of SAN DIEGO. WHICH IS fXl:MPT FROM
HAVING TO FILE A PARC!:L MAP UNDER SECTION
<o<o42BCAX2) OF TH!: SUBDIVISION MAP ACT.
GRAPHIC SCALE
200 <400 600
1_1 :
C IN FEET )
1 INCH = 400 ft.
1000
I
PAIR "l"l-2
CONSTRUCTION (t STA -<o+OO.0O
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR "1"1-2".
N. 1"1"12322.473 LATITUDE 33• 07'4<o.G43B"l"
f. G248"124.BBO LONGITUDE 117°1<o'l7.<o52"18"
ELEVATION• 325.12'
.i) .!);I ~
1-!S.!l14
-4+00
BEGINNING RUNWAY
N. 1 "1"122B<o. 734
f. G24B728.0"1"1
SHEET 1 OF 4 SHEETS
RECORD OF SURVEY
OF
A PORTION OF LOT G OF RANCHO AGUA HEDIONDA
IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO.
STATE OF CALIFORNIA. ACCORDING TO MAP THEREOF
NO. 523.
THIS MAP SUPERSEDES RECORD OF SURVEY 17732 AND
IS BEING FILED TO CHANGE NETWORK CONSTRAINTS.
ADDING THREE ADDITIONAL POINTS. AND USING
NATIONAL GEODETIC SURVEY DATA SHEET (1991.35)
GEOGRAPHIC AND NAVD 55 VALUES. SEE SURVEYOR'S
NOTE ON SHEET 4. THIS MAP ALSO CORRECTS THE
RUNWAY END STATION AND LENGTH SHOWN ON SAID
RECORD OF SURVEY 17732.
ty LATITUDE 33° 07'4G.27122" 7'1"o5 . LONGITUDE 117°l<o.1"1."l<o274"
'1'14S/5 <5·1y ELEVATION• 32G.o5·
LOMAX
Or /j -'G.;,G ~4R~ -4,G<. G5.
N30° 20'07"W 5.00'
CN30° l"l'15"W PER
ROS l<o47D
\ FD. STANDARD M-10
\ MONUMENT SET AS
AS REFERENCE TO P.I.
\PER ROS 1<o471.
\
\
FD. 3.5" BRASS DISK IN
2.5'x4' BOULDER OUTCROP
STAMPED AS SHOWN•
NADB3 (1991.35) Gl:OGRAPHIC COORDINATES
PER NATIONAL GEODETIC SURVEY DATA
SHEET.
N. 1"181547.828 LATITUDE 33°0<o'04.8312"1"
E. G303011.300 LONGITUDE 117°05'40.G3400"
ELEVATION• 944'
NGS DESIGNATION• LOMAX
NGS POINT IDENTIFICATION CPID), DX391<o
VICINITY MAP
NO SCALI
BASIS OF BEARINGS
THE BASIS OF Bl:ARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINAT!: SYSTEM.
ZONE <o, 1983 (1991.35) DATUM. AS DETERMINED LOCALLY BY THE GRID BEARING
BETWEEN STATION HPGN CA 11-07 AND STATION LOMAX, I.E .. N 7ci•o5·25· w.
6EARINGS, DISTANCES. AND STATIONS SHOWN HfRl:ON ARE IN TERMS OF TH!:
CALIFFORNIA COORDINATE SYSTEM, QUOTED BEARINGS AND DISTANCES MAY OR MAY
NOT Bf IN TERMS OF SAID SYSTEM.
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
IN CONFORMANCE: WITH THE REQUIREMENTS Of THE LAND SURVEYOR'S ACT AT THE
REQUEST Of THE COUNTY SURVEYOR. COUNTY Of SAN DIEGO IN MAY. 2001.
¼w{;J.,,_;
ROSS W. CARLSON, LS. 4"1G3
FIELD SURVEY OFFICE
COUNTY OF SAN DIEGO
No. LS 4983
COUNTY SURVEYOR'S STATEMEN
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH Sl:CTION 87<oG Of THE LAND
SURVEYOR'S ACT THIS _ _LS'f:::..,_ ____ DAY Of t,cror5&R... 2003.
PHILIP J. GIURBINO
LS. 4424
COUNTY SURVEYOR
COUNTY Of SAN DIEGO
RECORDER'S STATEMENT
FILE NUMBER 2.1) ... 0.3:::! ... /_2.:2.:L:2,8:L_ __ _
FILED THIS <'?rd DAf Of (Je,'f/J/(/;-/C . 2003. AT/~C)'CLOCK E..M.
IN BOOK Of RECORD Of SURVEY MAPS AT PAGE j_'1_!/_{f_6__ AT THE REQUEST
Of THE SAN DIEGO COUNTY SURVEYOR.
fff, t,0.00
NO FEE REQUIRED PER
GOVERNMENT CODE Sl:CTION <olO,.\.
GREGORY J. SMITH
COUNTY RECORDER/ CLERK
COUNTY Of SAN DIEGO
CALIFORNIA COORDINATE INDEX C1"127 DATUM) 34G-l<oB3 CX)
ASSfSSoR·s PARCi:L NUMBER 213-020-18
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~
RECORD OF SURVEY MAP No. 17996
PAIR '1'1-1
CONSTRUCTION Ct_
ST A 4G+'1'1.0'1
SEE SHEET 1.
,.
100 0 ,0
r:~--r::•--·=--1
100
'
T
C IN FEl:T )
1 INCH • 100 ft.
5299.09'
400
I
SHEET 2 OF 4 SHEETS
1 = -o· 34• 04. 42"
GROUND DISTANCE • GRID DISTANCE
0.'1'1'195075
AT THE NE CORNER. LOT 3G. MAP 112ee
ELEVATION 320' NAVO e8
PAIR '1'1-2
CONSTRUCTION <r_
STA -G+00.00
SEE SHEET 1.
N79 • 42'22"E
CONSTRUCTION <f< ---------..._~~----PALOMAR AIRPORT RUNWAY 24
N
1!l1 33
1!l1 3~
1!l1 3~
N 0
c:i 0 0 -
3:: • --"' -• 0 -z
-0 3G' 14.'1'
1119,61'
"--~ND DISTANCE • GRID DISTANCE ~ 0.'1'1'1'1G2G1
o, • STATION 229-0
+ " ;;; gl
< lO f-• ,....,
Cf) 3::1 ~ e:,-1. ,
~f1 ! I= -(.) ~ ~I
Cf) s I
b 0 c:i N N
I
I
I
M-
I
I
I
I
I
I
\
I
-+
L
BUILDING ----
~~~
FOUND 2· PIPE WITH TAG, LS 450G ~,,
PER CERTIFICATE OF CORRECTION A.'"
'10-537582 AND MAP 11288. REFERENCES y
WERE SET PER CFEI A2, P. 787. UPON
INSPECTION AT A LATER DATE, THE TAG WAS
FOUND TO EIE MISSING AND WAS REPLACED
FROM REFERENCES WITH A TAG MARKED ·so co SURVEYOR. PER CFEI A2. P. 138'1.
I \
\
\
\
-i_ __
I
I
_J
I 1
I~'"
I
I
I
~LINE
N79' 40 49 E 1-11~9.~66=1
I
"' I
"' 1-z-/ \ * ~ / -i ~ "
_.--
LINE
---,____
--
l-100.00·
I
I
I
I
I
' I
7
r98.24'
L ______ _ -L
in N
N80"18'43"E 408.26
N79 '40' 49"E
10.00'
2002-0268-A
PARCEL "A"
1.59 AC.
<O <O c:i I') /-........___ -----_1"7_ _ -----'---' in
N -
FOUND 2" PIPE WITH TAG, LS 450G
PER CERTIFICATE OF CORRECTION
'10-537582 AND MAP 11288.
\
\ 1!l1 31
\
I 1!l1 3!)
b
O> oci N I')
I b " I')
N79" 36'34"E
. • u'i .~....: •O g-
N79' 41'15"E
108.49'
3:: ~-• 0
11::t ::l13 N' lO lO
• N o-
N79' 41'15"E
!= 111.47' . -IX) ,-
IO O>
c:i -0 • _o -
-z
25.00'
~
oci ;;;
685.00'
N79' 42'22"E 1777.06'
685.00'
397,00 --)60.00
3:: • IX) •
I') 0 2002-0265-A • 0 " . -o 0.48 AC. • I') o--z
N79' 42'22"E
160.00'
2002-0266-A
6.06 AC.
N10 • 23'26"W
14.87'
307.71'
N71 '30'15"W
5.52' -8
3:: u'i • <O -N ;,,,
N79' 36'34"E
67.83'
3: • ~b . 0 " . -0 • I') o--z
2002-0267-A
3.09 AC.
~ N79" 36'34"E 196.66' ~ z O ,G..-/-.:-.l ~ N34'36'34"E-, [;;~
lO 7.01/-=::' ,_:Cl ' '°-SET MONUMENT PER LEGEND ON 69.25 z 7.7 '
5.00' OFFSETS TO LEASE LINES. != N79"30'55"E 166.95'
518.85'
...
lO
oti N I')
• lO
-0 lO • ..,: N
O> :t
O> z
<O IX)
oti I')
I')
b " r<i lO lO
1
7
)
I
>-<(
3:
X
<(
I-
6=89" 50'06"
R=10.00'
L=15.68'
N
~ 2002-0269-A 3:: 2002-0268-A 3:: \ • ,;;; 1.82 AC. O> PARCEL "B" lO N 1.78 AC. -.t • O> z
• O> lO
N -.t • O> z
CALIFORNIA COORDINATE INDEX C1'127 DATUM) 34G-1G83 CX)
ASSESSOR'S PARCEL NUMEIERC£1)3-020-18
:::a
0 en
RECORD OF SURVEY MAP No. 17996
SUVEYOR'S NOTE:
THE HISTORICAL CENTERLINE OF THE RUNWAY WAS ESTABLISHED IN 1958 ACCORDING TO CFB M 514, PG 10 (SEE MS
514). COUNTY FIELDBOOK A-2 CALCULATIONS BY MCGLOCKLIN DATED 1-21-74 SHOW INVERSES FROM COUNTY
HORIZONTAL CONTROL POINTS "PAIR 1 ", "PAIR 2", AND "PAIR 3" TO THE CALCULATED CENTERLINE OF THE RUNWAY.
COORDINATES CONVERTED TO NAO 83 FOR "PAIR 1" AND "PAIR 3" WERE USED TO CALCULATE NAO 83 COORDINATES
ON THE HISTORICAL CENTERLINE.
CORNER 5, LOT G, MAP 843, RANCHO AGUA HEDIONDA, WAS REESTABLISHED USING DATA ON RECORD OF SURVEY MAP
8467. ONCE REESTABLISHED, A TIE TO THE HISTORICAL CENTERLINE OF THE RUNWAY WAS MADE FROM CORNER 5
PERPENDICULAR TO SAID CENTERLINE.
THE CONSTRUCTION CENTERLINE IS THE CENTERLINE OF THE IMPROVED RUNWAY AND IS MONUMENTED BY "PAIR 99-1"
AND "PAIR 99-2".
1 --o· 34' 04.42"
FOUND 2" PIPE AND TAC. LS 2427---..
PER R Of S 84G7 + MS 514.
CORNER 5. LOT Go. MAP 843.
RANCHO AGUA HEDIONDA.
CALCULATED PER R Of S 84G7.
NOTHING, FOUND. NOTHING SET.
GROUND DISTANCE • GRID DISTANCE
0.99995075
j) l)JI ::S :a.d~t
AT THE NE CORNER. LOT 3G. MAP 11288
ELEVATION 320' NAVO 88.
~ ~ §j N10' 19'58"E A.-.::; 100.40'
,'f>'? ~ (N10" 52'17"E '? 99.26' DD)
N79' 41'10"E 4741.28 (N79'41'25"E 4741.69') L
. ~ ----3387.37' (3387.66')
• "£. z355.02',)
t,169° 54 ~27"" 23~ --.t. 9' 541 "-
1353.91' (1354.03')
~g•t ~ :.:;_,:..-N79' 40'02"E 4699.99'
~~--: HISTORICAL CENTERLINE ~g·t !\ 1933.03'
HISTORICAL JL
1172.21'
HISTORICAL <t
1ll1 ll~
PAIR 99-1 11..\P 11J:il:il
SET BOAT SPIKE WITH ALUMINUM
WASHER MARKED '$D CO ENC.
PAIR 99-1".
$TA 4G+99.09
N. 1991375.539 LATITUDE 33' 07.3G.7G5G4"
E. G243711.083 LONGITUDE 117'17.18.84913'
ELEVATION• 324.02'
FOUND 2' PIPE WITH TAC.. L$ 450G
PER CERTIFICATE Of CORRECTION
90-537582 AND MAP 11288.
2965.65'
4900.00' RUNWAY (49Q0.24' GROUNQ DISTANCE)
N79' 42 22' E 5299.09
PALOMAR AIRPORT RUNWAY 24
CONSTRUCTION CENTERLINE
FOUND 2' PIPE WITH TAG. LS 450G
PER CERTIFICATE Of CORRECTION
90-537582 AND MAP 11288. ON 9-23-92
REFERENCE$ WERE $ET PER CFB A2. P. 787.
UPON INSPECTION ON 3-17-99. THE TAC. WA$
FOUND TO BE Ml551NC. AND WA$ REPLACED
FROM THE FOUND REFERENCE$ WITH A TAC.
MARKED ·so co SURVEYOR" PER CFB A2.
P. 1389.
2333.44'
CONSTRUCTION <t.
SHEET 3 OF 4 SHEETS
GRAPHIC SCALE
400 0 200 400 eoo lGOO ~L-I I I 1 ___ ___.I
C IN FEET )
1 INCH • 400 ft.
FOUND 2· P1PE AND TAC. LS 297G
PER R Of $ 84G7. 2· PIPE AND
TAC.. L$ 3189 PER MAP 10330
NOT FOUND.
PAIR 99-2
$ET BOAT 5P1KE WITH ALUMINUM
WASHER MARKED ·so co ENC.
PAIR 99-2'.
$TA -G+00.00 N. 1992322.4 73 LATITUDE 33' 07' 4G.G4389'
E. io248924.880 LONGITUDE 117' 1io'17.G5298'
ELEVATION• 325.12'
CALIFORNIA COORDINATE INDEX C1927 DATUM) 34G-1G83 CX)
ASSESSOR'$ PARCEL NUMBER 213-020-18
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(0
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a,
RECORD OF SURVEY MAP No. 17996
PAIR 99-1
N
1 = -o· 33• 51.6"
GROUND Dl5TANCE • GRID Dl5TANCE
0.9999509G
AT 5TATION HPC.N 11-07
ELEVATION 311.4' NAVO 88
CONTROL DIAGRAM
HPC.N 11-07
FD. 2.5" ALUMINUM Dl5K
STAMPED AS 5HOWN•
of TRA,V-5: ~-t-lC .:, tj .<>G Al«-01'1 Cl ~ :..I
~-8 ~ ~ ~
.S-,-;1_ ,,_.(51
1990
NAD83 (1991.35) GEOGRAPHIC COORDINATE5
PER NATIONAL GEODETIC 5URVEY DATA
SHEET.
N. 1992291.233 LATITUDE 33• 07'4G.17422"
E. G247272.G15 LONGITUDE 117"1G'37.07774"
ELEVATION• 311.4'
NG5 DE5IC.NATION• HPC.N CA 11 07
NG5 POINT IDENTIFICATION CPID)• DX5291
NO 5CALE
THl5 15 A PRIMARY AIRPORT CONTROL STATION CPAC5).
PAIR 3
FOUND CONCRETE MONUMENT WITH
5AN DIEGO COUNTY BRA55 DI5C 5TAMPED
"PAIR 3", PER CFB A2. P.3G. + P.285.
NAD83 (1991.35) GEOGRAPHIC COORDINATE5
PER NATIONAL GEODETIC SURVEY DATA
5HEET.
N. 1992028.91G LATITUDE 33' 07'43.G8271"
E. G248339.143 LONGITUDE 117"1G'24.50G57"
ELEVATION• 322.G'
NG5 DE5IC.NATION• PAIR 3
NC.5 POINT IDENTIFICATION CPID), AD9375
SHEET 4 OF 4 SHEETS
PAIR PM39
5ET MAC. NAIL WITH ALUMINUM
WA5HER MARKED "5D CO ENC.
PAIR PM39".
N. 1993044.457
E. G249940.054
5ET BOAT 5P1KE WITH ALUMINUM
WA5HER MARKED "5D CO ENC.
PAIR 99-1". PAIR 99-3 THl5 15 A 5ECONDARY AIRPORT CONTROL 5TATION C5AC5).
N. 1991375.539 LATITUDE 33• 07'3G.7G5G4" FOUND 3 1/2" BRAS5 DISC MARKED E. G243711.083 LONGITUDE 117°17'18.84913" "U5 COA5T + GEODETIC SURVEY ELEVATION• 324 .02'
--
AP 1973 CRQ 5TA A". 5TAMPED
"PAIR 99-3" ON EXISTING, MONUMENT.
NAD83 (1991.35) GEOGRAPHIC COORDINATE5
PER NATIONAL GEODETIC SURVEY DATA
5HEET.
N. 1991G81.057 LATITUDE 3:3°07'39.80298"
E. G243859.819 LONGITUDE 117"17'17.13G02"
ELEVATION• 333.4·
NC.5 DE5IGNATION• CRQ AP 5TA A
NC.5 POINT IDENTIFICATION CPID), AD9374
THl5 15 A 5ECONDARY AIRPORT CONTROL 5TATION C5AC5). -------
---N87' 38"39"E. __ _
---1270.45' PAIR XP18 PAIR XP17
N4° 51'09"E 183.G5'
CN4° 51'05"E 183.G3'J
PAIR 99-5
[1270.44'1 SET BOAT 5PIKE WITH ALUMINUM
WA5HER MARKED ·so co ENC.
PAIR XP18".
SET BOAT 5PIKE WITH ALUMINUM
WA5HER MARKED "5D CO ENC.
PAIR XP17".
5ET BOAT 5PIKE WITH ALUMINUM
WASHER MARKED ·so co ENG
PAIR 99-5" IN A.G.
PAIR 1
FOUND CONCRETE MONUMENT WITH
5AN DIEGO COUNTY BRA55 DI5C 5TAMPED
"PAIR 1". PER CFB A2. P.34. + P.285.
NAD83 (1991.35) GEOGRAPHIC COORDINATE&
PER NATIONAL GEODETIC 5URVEY DATA
SHEET.
N. 1991275.G31 LATITUDE 33° 07'35.82531"
E. G244199.814 LONGITUDE 117°17'13.09082"
ELEVATION• 32G.3'
NC.S DE'SIC.NATION• PAIR 1
NGS POINT IDENTIFICATION CPID), AD937G
PAIR 99-4
N. 1991480.9G3
E. G24G349.703
SET BOAT 5PIKE WITH ALUMINUM
WASHER MARKED ·so co ENC.
PAIR 99-4".
N. 1991327.85G
E. G2454G9.194
THIS 15 A SECONDARY AIRPORT CONTROL STATION (SACS).
N. 1991G18.353
E. G247104.G13
SURVEYOR'S NOTE•
N. 1991845.925
E. G248323.G08
CORRDINATES SHOWN ARE IN TERMS OF THE CALlfORNIA COORDINATE
SYSTEM. ZONE G. NAO 83 (1991.35) DATUM. UNITS ARE U.S. 5URVEY FOOT.
COORDINATE VALUES FOR MONUMENTS WERE ESTABLISHED U5ING STATIC
C.PS RELATIVE POSITIONING METHODS. MONUMENTS WERE OCCUPIED WITH
GEODETIC-GRADE DUAL FREQUENCY SOKKIA C.SR2200 RECEIVERS. THE
NETWORK WAS CONSTRAINED HORIZONTALLY TO FIVE NATIONAL GEODETIC
SURVEY 5TATIONS• "B" ORDER STATIONS "HPGN CA 11 07" AND "LOMAX".
AND FIRST ORDER 5TATION5 "CRQ AP STA A". "PAIR 1". AND "PAIR 3".
THE P05ITIONAL DATA WAS P05T PROCESSED USING ASHTECH'5
WINPRISM V.2.0 SOFTWARE AND 5TAR•NET-C.PS V.5.112 LEAST 5QUARES
ADJUSTMENT SOFTWARE. THE RESULTING POSITIONAL SOLUTIONS INDICATE
THE NETWORK MEET5 GROUP C. 2ND ORDER. CLA55 1 ACCURACY STANDARDS
AS SPECIFIED IN THE FEDERAL GEODETIC CONTROL COMMITTEE CFGCC)
DOCUMENT. "GEOMETRIC GEODETIC ACCURACY 5TANDARDS AND SPECIFICATION5
FOR USING C.P5 RELATIVE POSITIONING TECHNIQUES". VER5I0N 5.0 DATED
MAY 11. 1988 AND REPRINTED WITH CORRECTIONS. AUGUST 1. 1989.
NOTE• MONUMENT TYPES SET DO NOT CONFORM TO THE STABILITY
REQUIREMENTS OF THE ABOVE STANDARDS.
--.....____ N77 •
4<,,
~-If,
........__ -'4:
PAIR PM20 ........___30<.:2 ,
5ET 1/2"X18" REBAR PER CFB ~l
A2. P.571.
N. 1992917.180
E. G249800.712
__ N1_9•os·25·w
PAIR 99-2
5ET BOAT 5PIKE WITH ALUMINUM
WA5HER MARKED ·so co ENG
PAIR 99-2".
N. 1992322.473 LATITUDE 33° 07'4G.G4389"
E. G248924.880 LONGITUDE 117° 1G'17.G5298"
ELEVATION• 325 .12'
----------
LOMAX
FD. 3.5" BRA55 Dl5K IN
2.5'x4' BOULDER OUTCROP
&TAMPED A5 5HOWN•
----------
c,.,_\.lf OR,v'-f
LOMAX
8
\, 1973 ft!
. OF~..,.
NAD83 (1991.35) GEOGRAPHIC COORDINATE&
PER NATIONAL GEODETIC SURVEY DATA
5HEET.
N. 1981547.828 LATITUDE 33'0G'04.6312'l"
E. G303011.300 LONGITUDE 117°05'40.G3400"
ELEVATION• 944'
NGS DE5IC.NATION• LOMAX
NG5 POINT IDENTIFICATION CPID), DX391G