HomeMy WebLinkAbout14023; ROS 14023; ROS 14023; 01-08PltfXEDUltE OF SURVEY:
91: POSITI<Hfl OF nn: STATliafl Uf Tt!II lfETWOU: wet:
Dl:!llIVED F!llON LllAIT-SOUAJll:S AIDJU91'111ENTI or Tn.'E'I-
OIMDISIONAL u.•11:LINE VECTORS '!'MAT Wl:'.IU: CALCULATED FRON
GLOBAL POSITIONING SYSTEM (CJ. P. S. ) DATA TKAT WAS LOCG'ID
9Y THE STATIC St!!ltVl!£Y METHOD. THE llESULTS OF THIS
SU1tVEY AllE IN CONPLIJUl,CE WITH THE STANDAJtDS FOil FlltST-
01tDER ACCU'llACY PER THI: FEDERAL GEODETIC CONTROL COMMIT-
TEE (F.G.C.C.) PUBLICATION "GEOMETRIC GEODETIC ACCURACY
ITANDAJlDS MD SPECIJ'ICATIONS FOR USING GPS RELATIVE
POSITIONING TllCKNIQUIES", VEJtSIOlif 5. 0, DATED MAY 11,
1911, AND COIIUI.ECTED AUGUST 1, 1989.
IIAIELIR VllC'l'Olll W•I CALCVt,AT!:D H COIIIPU'flR PIIOK TIii
FIELD-LOOGl!O DATA wrTK ·TJtIMVEC-PLUS" VEltllON "I"
90FTWlll:. THE LltAIT-SQUA)lES ADJ'Ul'l'MENTI WDE DOME WI'NI
"'GEOLAB" VIIIRSION "L 91S" SOFTWAJtE.
'fO auavzy THI: Rl:LATIOJfSHIP BE'IWll!lf '!'WI If. G. S. •xu111
ftllCISION CIEODl:TIC tf,ETW()JU{" (H.P.G.tll.) A.lfl) THE PltINllY
OOMTROL POINTS OF THE Nl:TWomt: SKOW OIi THIS MAP, FOtJ1t
llECEIVERS LOGGED DATA FOR TWO 2\-Momt SESSIONS.
DU'lt.ING BO'l'K SESSIONS, lll:CEIVE!llS OCCUPIED DCM OF TWO
N.G.S. H.P.G.N. STATIONS, "BOUCHE!ll 2" AN'D "HPGN CA 11
07"; HCEIVHS ALSO OCCUPIED EACH OF THIS SURVEY'S TWO
PRIMJtY STATIONS, "PHIL" AND "SMOl2". THE DATA WAS
PROCESSED INTO NAM3 POSITIONS FOil "l'KIL• AND •SMOl2•,
WITM TME POSITIONS OF THE N.G.S. STATIONS BEING HELD
FIXED AS A CONSTIU.IlflT.
POil TIii! FIUT-Olltf)Elt. ;;WWW IIICllllN NaMIOII', ftl POtll'!'?Olfl
OF "HPGlf CA 11 07", "PIIIL•, AND "INOl2" WDE TM'Etl HELD
FIXED Al THI: COMSTIIAINTS l'mt TIii: ADJUITMl:NT OF SAID
NETWOU, ltESUL'l'IN,G IN NADt3 POSITIONS FOJt THE JtEMAINIIIG
SEVENTY-NIKE Filt.ST-OllDD STATIONS. THESE STATIOIIS AltE
IKOWN ON SHEETS 2 AND 3 AIIID LISTJm ON SHEETS 4 AND 5.
THE ILLIPSOID KEICINTS noWM ON 'l'HIII NAP NERI! DPIV1IO
FJlON LEA.ST-SQUARES AllJ'USTJdNTS OF THE IIETWOU, COIi-
STRAINED TO THE ELLIPSOID JIIEIOIITS 01' TME TWO If .G.I.
K.P.G.N. STATIONS.
'l'DIEIE OI' TH1E KOlt.IZOlllftl. ,.;WHIOi. ftATI ... Illa I It ON '1'1111
IQP me EST•aLISKl!lD 9mwcNJIAJl.'KS, WITM PU9LIIHBD ELEVA-
TIONS. l'OtJ1tTEEN OTHEll STATIONS IN THIS NETWOU HAll
ILEVATIOllS ESTABLIIMED Jlft THIS ltl'lt.VIEY 9Y DIFFERENTIAL
LEVELING TECHJIIQUES, aAIED ON THE BENCMMAJUCS LISTED IN
•BASIS OF ELEVATIONS". THESE STATIONS A!llE IHOW ON
SKEET'S Fot:Ja AND FIVE. AIIIALYSIS OF THE ELEVATIONS AND
ELLIPSOID HEIGHTS OF .,..SE SEVmtTEU STATIONS RESULTED
IN A DETAILED NO'DEL OF THE LOCAL GJ:OID/ELLIPSOID SEPA'.llA-
TIOM. THIS MODEL, WITH THE SURVEYED ELLIPSOID HEIGHTS,
WAS U'll:D TO ESTASLISK THI! ELEVATIONS OJ' THE JlEMAINilfG
STATIONS IN 'l'KE NE'l'WOU. "CEOID90" SOFTWAltE WAI USED TO
CALCULATE THE SEPARATIOlf aETWEl:N TME ELLIPSOID AND THE
•NGV'DII• OEOID AT DCM 01' THIS NETWOU'S STATIONS,
P!llOVIDING A COMOBOIIU.TING CMECX OIi TSE MODEL.
/
NOTE: ALTHOUCK CUI.ErvL J110CEDURl!C,DE USED Ill LOGGIN
AlfD PIIOCESSING TKE SURVEY DATA, 0 SPECIFIC Oltl)ft-OF-
PltECISION IS CLAIMED FOil TNIS SUIIY Y'S ELLIPSOID HEIGHTS o• ELEVATIONS.
BASIS OF COORDINATES:
ttr1 "CU.XPO•tA eooaDINATI: SYSTl:N 01' 1913" (CCll3) IWS
, COOltDIIIATl!S UD "NOllTM AMEltICAN DA'l'tll( OF 1913• (lf.ADl3)
0:IODETIC POSITIONS IHOW HDEOII FO!ll THIS HOaIZOMTAL
CONTROL METWONC llE 9All!D ON THE PUBLIIHED HA013
POSITIOMI OF TKI! l'OLLOWING B-0'.llDllt. DTIONAL GEODETIC
SURVEY "NIGH PRECISION GEODl!TIC Nl!TWOIUC" STATIONS!
•aouCMza I" LATITUDE 33•201 04.11332" lfOaTII
LCllfGITtn)• 111•55 1 0,.321•0" WEIT
• .._ eA 11 .,,. LATITUM: 33°07 1 4,.17422'" _,RTM
LONGITU01117°1,1 37.07774" WEST ,_ wt•.,_ Ill 2 0. THIS NU mE CALCtJLATED ,aOI(:
THE l'tltlVEYllC> RIEI.ATIOlfRIIP 91l'l'W1:l:III THE AaOVE-MElfTIONl!D
■.P.CJ.N. ITATIONS MD 'l'Mll NETWORlt SHOW MDI.EON Al SAID
allLATION■,NIP EXISTE01 DU!llllllG AN AftIL, 19t2, SURVEY, AS
WELL Al TME INTElt-!llELATIOJIISHIP OF THE STATIONS WITHIN
THIii NETWOIUC DO'.ltING A J'ULY, 1992, SURVEY.
HUHSAKER AND ASSOCIATES SAN DIEGO, INC.
I I I , I • " ' i i ' ' ' ' ' 14023 I '
R of s M'AP N10
1
•
. , •
CITY OF
VISTA
SURVEY
CONTROL
l::. A
t::.
A
A
I:::,.
I:::,.
l::,.
A
"'111082"
1:::,. 1oe2
VICINITY MAP
BASIS OF ELEVATIONS:
(:::j
I
NOT TO SCALE
LftGEND:
'I ,!
11'
I " ,, ,,,
I' I '
' I ,, ,, ,,
I " ' I '
'
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.6. INDICATES POINT IN
FIRST-ORDER NETWORK
.6. INDICATES N,G,S, H,P,G,N, STATION
SEE SHEETS 2-3 FOR COMPLETE NETWORK.
I
W'I n.t.t••OJD N!GM'fS Ille• OIi ftllS Nll' A.Ill: SAIZD ON TMI: PllOM THE CITY ot' Vlft'A V111t'l'ICAL CON'l'ROL BOO!t1
ILLlPIOlD NEICUITS OF THE P'OLLOWIJfG a-ORDE._ NATIONAL
CIEODETIC SURVEY •HIGH PRECISION GEODETIC NETWOIU("
ITATIONS:
•aoucm2• Jn..LIP.OID NIOHT • 1,129.012 Ml:TIRI
"KPOM CA 11 e7" J:LLIPIOID KEIG'.MT • 10. ,s1 MftlRI
'IINlt ILIVATJ'.91 IIIC• ll'HtrOlf W 11.1• OIi 'fa "'8LIHID
VALUSI POil THE "NATIONAL GIODETIC VDTICAL DATUN OF
1t2t" ELEVATIONS OF THE FOLLOWING BENCHMAlU(S:
nt(N( THI COUJfTY o:r SM Dil:00 Vl:ll'l'ICAL cowraot 90()1(1
Tl! 0223 FIRIIT-OltDl!lt 151.132 FEET
TE Olt, SECOtm-OJtDl!la 147.,71 FEET
PAl!ll PM Olt THIRD-OJtDER 321.460 FEET
SU MARCOS J:CC THIRD-ORDER 911.190 FEET
CV 82-0011 383.85 Plft
CV 82-0023 •91.10 FEET
CV 82-0033 ( NO OJI.DD-611.03 FEET
CV 12-0034 OF-PRECISION 627.0!1 FEET
cv 82-0071 SPECIFIED ) 374. 46' fEET
CV 82-0075 255.73 FEET
CV 82-0087 347.26 FEET
CV 82-0101 345.60 FEET
CV 82-0102 360.14 FEET
ntOM THE CITY OF SAN NAJlCOI VDll'ICAL CONTROL aoox:
SMVCOll SECOND-ORDER 572.470 fEET
SMVC013 SECOND-ORDER 515.178 FEET
SMVC015 SECOND-ORDER 681..898 fEET
SMVC033 SECOND-ORDER 567.5319 FEET
ntOM THE CITY OF OCEANSIDE VERTICM.. CONTROL lobK:
A-23 NO ORDER SPECIFIED 162.662 FEET
I i: I
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SHEET 1 OF 8 SHEETS
'
'
! I
RECORD OF SURVEY
' OF A HORIZONTAL SURVEY CONTROL NETWo1tX,I O~ER A ~RfION
, , OF THE AGUA HEDIONDA RANCHO, AND OYER PORTici>NS OF
': TOWNSHIP 10 SOUTH, RANGE 3 WEST, TOWNSHIP 10 SOtn'K,
:lUI.NGE 4 WEST, TOWNSHIP 11 SOUTH, RANGE 4 WEST, TOWNSHIP
:11 SOUTH, RANGE 3 WEST, AND TOWNSHIP 12 SOUTIII, RANGE 3
WEST, SAN BERNADINO BASE AND MERIDIAN, IN THE CITIES OF
VISTA, SAN MARCOS, OCEANSIDE, AND CARLSBAD, AND IN THE
UNINCORPORATED TERRITORY OF THE COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA.
STATEMENT OF PURPOSE:
'l'KI PURPOSE OF THIS SURVEY IS TO CONSOLIDATE MPLl' IIIOM'U-
MINTED STATION'S, ALONG WITH CERTAIN CADASTJtAL MONUMENTS
ANI) EXISTING CALTRANS, COUNTY OF SAN DIEGO, CITY OF
OCEANSIDE, AND CITY OF SAN MARCOS HORIZONTAL/VERTICAL
CONTROL POINTS, INTO A NETWORK OF FIRST-ORDER HORIZONTAL
CONTROL STATIONS, SAID NETWORK BEING CONSTRAINED TO THE
NATIONAL GEODETIC SURVEY B-ORDER "HIGH PRECISION GEODE-
TIC NETWORK", AND WITH SAID NETWORX'S CCSBJ COORDINATES,
SEA-LEVEL ELEVATIONS, AND NAD83 GEODETIC POSITIONS BEING
PUBLISHED FOR USE BY FUTURE SURVEYS AND GEOGRAPHIC
INFORMATION SYSTEMS.
SURVEYOR'S STATEMENT:
'THIS MAP CORRECTLY REPRESE~TS A 80'.ltVEY MADE IY kl OR
IJNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS
PF THE LAND SURVEYORS ACT AT THE REQUEST OF THE CITY
ENGINEER OF THE CITY OF VISTA IN APRIL, 1992,
JOHN w. HILL, .Ji. L.S.
LICENSE EXPIRES 9/30/95
DATED: _____ ,-_• __ ._._,_& ____ _
COUNTY SURVEYOR'S STATEMENT:
TRIS MAP HAS IEEN EXAMINED IN ACCORDUCI WITH SECTION
8766 OF THE LAND SURVEYORS ACT THIS 1,/ Sf DAY OF
DECEMBER , 1992.
BURKE, RCE '1 2640
UR YO!I!.
COUNTY RECORDER'S STATEMENT:
FILE NO. 92-!Z.3!>f4
FILED THIS 2.3~ DAY OF P!C:!M lie~ , 1992, AT fl!8'f-
0' 0LOCK /+ .M., IN BOOK OF RECORD OF StJltVEY MAPS AT PAGE
J'f():z..3 , AT THE REQUEST OF J'OHN W. KILL, J'Jt •
FEE: $19,01Cl:RF
$ 1, Q10MG
' I
ANNETTE EVANS
COUNTY R:ICOJtDl!Jt.
BY:
--~DE""P""'UT,.,,,-Y""'c_o_iiii.,..T .... V-R-EC-O""'ili'."'"15_n __
CALIF. COORD. INDEX: 360-1720
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33•10•20.14396"
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33•12 1 44.35531"
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111•11•3•.7141t"
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111•13'31.81542"
11,•13•23.19!107"
117•12•44.70229"
117°11'33.226!1411
111•12 1 32.0510611
111•12•32.271146"
111•14•]7.83743 11
111•145•04.091611"
117"14'41.31215"
111•13•44.23970"
111•12 1 27.6115!111
11,•13•34.42984"
117•14'!14.8276211
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11,•10•31.46997"
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117·1!1'22-66960"
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of S. MAP • 14023 I i
M.IINOIII ••1•fl'
METERS
71.083
101.935
119.406
141.25!1
141.360
139, 1791
100.911
174.731
19.50l
37.76!1
7!1.351
120.547
104.394
131. 793
93-105
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116.312
179.4117
204.576
241.061
,,.:a,,
17.611
72.511
60.036
18.321
47.747
69.036
21.012
39.776
73.188
10.!!ltO
401.208
274.672
347.827
10.246
7.776
71.113
111.411
48.671
,1.023
....
aoo11
20012
20013
2004
2005
12010,
2007
2001
20,0,
2010
201'1
2012
2013
2014
201!1
2016
2017
2018
2019
2020
2011
2022
2023
2024
202!5
2026
2027
2028
2029
2030
2031
2032
2033
2034
203!1
20,1
2037
2038
2039
2040
' ' ' '
I I I :
'
'
'
I I
I
I '
'
'
I I
: I I
' I
I
I '
' I
SHEET 4 OF 8 SHEETS
I !
I ,, : I I
'
' '
I CITY, OF
VI S1TA
SURVEY
CONTROL
'
'
'
11
''
THI 11:tilVATXOlfl SMOWN HEREON TO THI!: PltlC!IION or O, 601
FOOT ARit PER EITHER THE CITY OF Sll MARCOS OJt COWTY
OF SAN DIEGO VERTICAL CONTROt BOOKS. TM! ILEYATXONS
FOLLOWED BY AN ASTERISK WERE ESTABLISHED BY DIFFERENTIAL
LEVELING TECHNIQUES I AND ARE JASED ON THIE BENCHMA.IUUI
LISTED IN THE "BASIS OF ELEVATIONS" NOTE ON SHEET 1. ALL
OTHER ELEVATIONS SHOWN HEREON WERE ESTABLISHED BY THI
PROCESSING AND ANALYSIS OF THE Q.P.S. DATA; SEE SHlll:T l
FOR "PROCEDURE OF SURVEY" NOTE.
C-IJa'1''J:Oll l'U'IOlt 1'fl111
'l'O CONVIRT THE GRlD DISTANCE BETWEIN AMY 1.'WO, PCl!N'l'S IMl:JIWK
ON THIS MAP TO THE GROUND DISTANCE BETWEEN THEM. DIVIDE
THE GRID DISTANCE BY THE AVERAGE OF THEIR COMBINATION
FACTORS. :
THE GRSIO ELLIPSqID, UPON WHICH CCSIJ II IAIED. HAS A
SMALLER RAD!US CURVATURE IN THE llfOJt'l'K•SOUTH IIIREC'l'ION • :Al
COMPARED WITH THE EAST-WEST DIRECTION. AN ELLIPSO:tD
RADIUS OF 20.897.688.176 FEET HAS BEEN Ull!lD l!IY O'l'HE!t
SURVEYS IN SAN DIEGO COUNTY, AND IS CLOSE Ti!) THE AVERAGE
RADIUS (ALONG ALL AZIMUTHS) OF THE SURVEY CONTROL N'.ETWORJ(
SHOWN HEREON. THIS RADIUS• AND THE SURVEYED ELLIPSOID
' ,, I
I I
' HEIGHTS, WEIi.it USED IN CALCULATING THI ELLIPSOIDAL '
REDUCTION FACTOR PORTION OF THE COMBINATION FACTOR.
■UlVIIYOlt'I 110'1'■1
' SURVEYORS Iff'l'IENDINQ TO USE STATIONI PltOK 1'1111' N:1'1'W011tX Alli
FIELD CONTROL ARE ADVISED NOT '1'0 USE C1',.0IELY-SPACID
STATIONS AS AN AZIMUTH BASIS. THIS IS l'IUE TO THE "BASE 1
ERROR" COMPONENT 10F THE POSITION ERROa FOR EACH POINT•
WHICH MAY NOT BE NEGLIGIBLE IF AD3ACENT POINTS ARI USED.
' AN AZIMUTH ERROR ESTIMATE FOR A PAIR OF STATIONS CAN Bl
CALCULATED FROM TJ/IE F.G.c.c. G.P.I. SURVEY STANDARDS FOlt
MAXIMUM ERROR (AT' THE 951 CONFIDENCE LEVEL), WHICH AJl.11
FIRST-ORDER • 11 CENTIMETER BAS! EIUtORJ 10 PARTS PER
' '
' ' I
M~LLION LINE-LENGTH DEPINDENT ERROR,
I
I
I
, I I I :
I
.!
, I
' :
' '
I :
i
CALIF. C00RD. INDEX: 380-1700
, I ! , ,
I I: ; '' I
I ,,
' ' ' :
' ' I I
'I i I
I
I,
: I I
' ' i:
1,1 i
: 1"'1
: I'' I I , ' , I " Ii' I I
i, i' ', I
'' I
' ' "
I ' I
: '
I
' I
I
I
\
I
I ,
I I
iii'----.:l,1....1
)
I z en
~
ffl
...
Jlfl>t l
1041
204)
2044
2045
tiu,1
2047
J05(11
2051
1052
,.,,.
205!1
10!5,t
J057
J051
JO!lt
2061
2061
2062
206)
2014
J061
2066
2070
2071
10'72
207)
2074
207!5
2076
2077
2071
2079
2010
JOll
1011
1012
)016
1011
4011
209t
lftlflW -
'112041
V2041
V204)
11'.'!'1111044 tu,,,
V2,045
'1'2,Cflt,,
V204'1
V20!!lill
V205IL
V205Z
V'20'!14
V2055
V2056
V20!5'1
V20!51
Vl•t'M
v201,o
V206IL
V:2062
V206)
'n'0414
V2CHl5
V2066
V2070
V2071
V2'0'11
V207l
106+16.l5 IC
V207'5
V2076
••tffllC 101,
V21!>71
V2079
V2010
V2011 .....
V2012
MO!UlO
PMIL
V4011
IM MA!tCMl D:C
(CCSIJ)
'7.1.Fl'l'll'
t,o,,,,.,.1n
J,OJJ,117.019
2,033,322,111
2,030,097.966
2,027,512.177
2,021,371.501
J,022,013.l<ll!l
2.019,446.219
2,011,672.739
2,011,307.351
2.01.a,,,2.1n
J.014,121.741
J,013,<1106.011
J,01!5,!50!.713
2,009,167.273
J,, N'7, ••t. 927
2.02.a,112.11'9
2,011,022,104
J,011,417.416
:a.014.959.337
1,111.a.s2•.,17
2, !!Ill, ll!!S. 611
:a,012.912.1,1
2,026,541,101
J,032.941.116
J •• , •• 331. s,11
2,1!143,137.527
2,041.231.113
2.044,721.240
2,042,115.6(14
2, 042 • 323. 20,,5
2,046,053.323
2,0,4!!5,452,119
2,040,943.255
2, 0,4 3 • 07 •. 12 3
2, 01,9 • 219. e>ll
2.045,241..21
2,054,329.921
1,981,921.411
2,019.401.J39
2,01,.011.111
(CCSl3)
U.$.F!Et
•, 2n,, ,oo. •••
1,257,940.21'1
1,261,716.711
,,211,110.112
6,263,157.644
l,2!17,411.051
,,21,,13!11.315
6,271,21!11.515
6,250,232.093
6,246,946.106
1,246,78).ltf
6,254,552,171
6,251,601.351
6,269,7!110.111
6,271,013.719
6,2!1?,s,,.211
1,211.097.542
6,251, 701.ltl
6,2!57,715.141
1.260.11111.122
·······''·•11
6,212,114,129
6.263,411.llt
6,271,41!11.111
•.210.151.011
•• 171.346.341
6,210,361,161
6,275,213.125
•• 271,311.435
6,217,611.231
6,261,210.542
,,211,414,c,93
6,2!17,!lt0.450
6,256,512,762
•• 251,951.000
•• ,.4.411.32t
6,250,171.172
6.2so,077.976
,.213,436.011
6,259,205.104
,.27!5,425.004
HUNSAKEJll AHO ASSOCIATES SAN DIEGO, INC.
Ld<Avr•
U.t.rllft
114.43
)ll.41
665.21
'191.12
491.61 •
3tJ.'71 •
671.56 •
691. 11
350.08
)51.46 •
154.01 •
310.40
417. Ui
591.61
551.59
410,11
450.95
J40.61
321.51
351.12 •
, .... , .
416,71
444.67
613.7)
1,00,.2,
1)5.71
2!59.15 •
230.14
451.96
44!5.02
142.61
170.11 •
271,13
1s1.o•
227.05
1.,,1.1n
306.33
t3t.11
771.17
)42,21 •
••1.,10
.... , .. ,.
o.,.,, 1.,,2
o.ttt9 41113
0.999!11 21711
0,99!119 22122
0.99!11!11 37536
0.9999 42.16
0.!11999 29097
0.9191 31762
0.9991 45252
0,9999 4490!5
o.t9tt 10364
0.9999 47607
0.9991 39210
0.9999 336'2
0.9999 36511
0.9999 41311
0.9999 39731
0.9999 4!!1130
0.9999 46211
0.9999 4!5203
•• ,,,9 43tlt
0.9991 425419
0.9119 41346
0.9999 31374
0.9999 12251
0.9999 J4•s•
0.9999 47413
0.999'!1 48671
0.9999 37147
0.9999 31638
0.9999 93141
0 .1191 915,87
0.9111 41410
0.9991 12415
0.9999 49014
0.9ttl 17t14
0.9919 4!5177
0.9999 14521
0.9999 11107
,o. 9991 4!!1511
,0.9999 14870
-11•:t1•11.,1:a•
-0•31,,1.11211
-0°31' 3!5. 02111
-0°31'3!1.451"
-0•32 1 11.097"
•0°)1'4t.272"
-0°31'2'1.!552"
-0°31'11.471"
-0°33'34.150"
-0°33'51.373"
-11•33' , •• 11,1•
-0°33'01.957"
-0°32'31.703"
-0°31'27.412"
-0•31 1 19.237"
-0•32•49,,., ..
-0•32•11.321"
-0°32'31.391"
-0°32'41,290"
•0°32 1 30.03111
.. ,,.,2,:,:,,4•1•
•0°32'12,040"
-0"32'0t.57311
•0°30'32,317"
-0°30'11.20011
.. 0•30•1•.11111
-0•30•20.151"
-0°30'54.201"
-0°31'19.366"
-0'31 1 42.671"
•0'32'24.!115"
-0•32•2,.11711
•0°32 1 41.217"
-0•32 1 54,113"
•0°33'24.523"
•0°2'1'41.!lt"
-o•33'3t.996"
•0°33 1 37.403"
•0'32'07.02411
•0°32'36.16311
-0°30 1 51.253"
loatifii.
(NORTH)
,,.,,,,,.,1,11•
33°14'26,1640G"
33"14 1 34.14410"
33"14'02.23702"
33°13'36.1534311
33°13 1 44,1101'7"
33°12'42.8478411
33'12 1 17.01166"
33'12 1 07.46179"
33'12'03.!5357311
33"11'Z4.71ll1"
33'11 1 27.10545"
33"11 1 16.16105"
33'11'37.96662"
33°10'42,2!11238"
33'10'17,14!UI"
33°13'09.t230511
33•12•11.73343"
33'12'05.66!509"
33°11'31.67010"
33'1l'J7.320tG"
33°11'21. 30597"
33'111 13.22406"
33°13'27.91656"
33°14 1 31.5011611
33°151 04.93026"
33°16'12,2857611
33"16'42.44571"
33'16'27.21981"
33°16'0!1.99006"
33°16'02.49922"
33°16'39.42778"
33°141'33.12281"
33°15'41.40506"
33'16'01.0711911
,,0 1,1 11.111,,•
33'161 30.40192"
33°18'00.22964"
33'07 1 24.31212"
33'12 1 15.60102"
33'12'13.95210"
R.
UIIN!'l'ON
(WEST)
i 1,0 12' 08. 4101'5"
117'14'36.l!'l892"
117°12'21.53290"
117°12•29.314!5711
111•13•)4.16149"
111°14'41.11164"
117'12 1 14.92!570"
111•11•51,40051"
117°16'0!5.30761"
117°16'43.927!58"
117°16'46.33952 11
117'15'14.00234"
117°14'26.22596"
117'12'14,79834"
117°11'!59.79!543"
117°14'31.6!611"
117°13'34.51)12"
117'14'2!5.67071"
117°14'36.39170"
117'14'08.6318211
111°14'14,1659011
117'13 1 35.11560"
117°13'29.57314"
117°10'34.411!52"
117°10'01.721!54"
117'10'24,51900"
117°101 13.19366"
117°11'14,23524"
117'121 00.03069"
117°12'42.44034"
117°13'!58.73290"
117°13'56.04287"
117°14'41.7190211
117'14'53.90377"
117°151 47,71754"
11'7'07'25.15'76911
117°111 59.56777"
117'16'11.22!566"
117°13'26.75683"
117"14 1 19.11354"
117°11'08.17038"
of
11.Lftt'Ot'D
IE:tctH'l'
METERS
24!1.lll
86.947
161.96!1
201.521
116.876
,i.111
173.912
177.783
73.405
7!5.896
43.996
61.331
ll!l.272
149.519
135.159
107.161
104.45!11
70.698
66.98)
76.3!53
11.2611
93.920
102.423
175.711
27!S.004
130.t94
46.414
37.775
107.245
102.920
10.111
11.336
!12,191
15,287
36.272
497.504
60,452
2!53.4!52
204,143
71,144
266. 49!5
...
2041
2042
2043
2044
204!1'>
2046
2047
20!50
20!51
20!52
2054
20!55
2056
20!57
2058
20!1'>9
2060
2061
2062
2063
2064
2065
2066
2070
2071
2072
2073
2074
2075
2076
207'7
2078
2079
2080
2081
10111
2082
3086
1088
4088
2099
:s ,.
I
I '
I ' I
: I I'
I I
I I I
I
,,
I
'' "I
'1'
SHEET 5 OF 8 SHEETS
ctrY OF
VISTA
'
I
S1URVEY
CONTROL
' I
IILlll'f'•'f!:Cllr lfMII 1
'l'HE ELEVATIONS SIIIOWlif HER!ON TO THIC PJll:CtS?ON or O. 00'!1.
FOOT ARE PER EITHER THE CITY OF SAN MARCOS bJI COUtlTY
OF SAN DIEGO VERTICAL CONTROL BOOKS. THE ELEVATIONS
FOLLOWED BY AN ASTERISK WERE ESTABLISHED BY DIFFERENTIAL
LEVELING TECHNIQUES, AND ARE BASED ON THE IENCHMAJUCI
LISTED IN 1HE "BASIS OF ELEVATIONS" NOTE ON SHEET 1. ALL
OTHER ELEVATIONS SHOWN HEREON WERI ESTABLISHED BY THE
PROCESSING AND ANALYSIS OF THE G.P.S. DATA; SEE SHEET 1
FOR "P~OCEDURE OF SURVEY" NOTE.
' COllllftflCIII' 11.C'l'Oa .....
TO CONVl!!RT THE G,JUD DISTANCE BETWEEN ANY TWO PO!Ulfl IJIOl1QI
ON THIS MAP TO THE GROUND DISTANCE BETWEEN THtM, DIVIDI
THE GRID DISTANCE BY THE AVERAGE or THEIR C~MIIINATION
FACTORS.
THE GRS80 ELLIPSOID, UPON WHICH CCSl3 II BASED. IV.S l
SMALLER llDIUS CURVATUJtE IN 'l'Hlt NOltTH~SOUTH DIRl!l:C"l'ION, AS
COMPARED WITH THE JtAST-WEST DIRECTION. AN ELLIPSOID
RADIUS or 20,$97.6811.176 FEET MAS BEEN USED IY OTHl:l
SURVEYS IN SAN DIEGO COUNTY, AND IS CLOSE TO TKE AVERAGE
RADIUS (ALONG ALL AZIMUTHS) OF THE SURVEY CONTROL NE'l'WOJIX
SHOWN HEREON. THIS RADIUS, AND THE SURVEYED ELLIPSOID
HEIGHTS. WERE USED IN CALCULATING THE ELLIPSOIDAL
REDUCTION FACTOR PO~TION or THE COMBINATION FACTOR.
.OllV'IYOl' I IIMl 1
SU'ltVEtORS lNTENDING ro USE STATIONS PlOM THIS Nl'l'WOIUI: AS
FIELD CONTROL AR.E .ti.ovtSED NOT TO USE CLOSILY-IPACED
STATIONS AS AN AZIMUTH l!IASIS, THIS IS DUE TO THI "BAS!
ERROR" COMPONENT OF THE POSITION ERROR l"OR EACH POINT,
WHICH MAY NOT BE NEGLIGIBLE IF ADJACENT POINTS ARlt USltD,
AN AZIMUTH ERROR ESTIMATE FOR A PAIR OF STATI~NS CAN Bl
CALCULATED FROM THE F. G. C. C. G. P. S. SURVEY STANDARDS FOR
MAXIMUM ERROR (AT THE 9!5' CONFIDENCE LEVEL). WHICH AiREI
FIRST•ORDER • 1 CENTIMETER BASE ERROR; 10 PARTS PER
MILLION LINlt•LENGTK DEPENDENT IUtOR.
I
i
CALIF. C00RD. INDEX, 360-1700
i
: ii
' "
' ',
'
' ' ' I I
/ I I
I I
'
I ~ z C s:: m
9:1
,, ~
'
I
I
i
" i
'i
I i J
i
I '
I )
2 Ci) z C s:
OJ
9:1
.... , n,,a
ll!T J" DIA, •UMrllUN CU Cllf S/1" a!IMll, PS.WIN wt'fll
PAVEM!:MT, STAMPED "KUM3AXU I ASSOC. G.P.S. CONTllOL
POINT 2001 1992".
LOCATED ON Cllltll'lt'm~LJK:m I, JflLll!OeJ: AVI., 410't IOVTfl
l"'.11!.0M ASPEN WAY BETWEE'N CUlltlllED JIEDIAJf Al'ID WOec'I BAIO.ICADE.
H•I UIU
.,, 2 11 DtA. illtAII 01 s,e IJ/POXJJD Illf'l'O JO!Jf't !II ■IDDI..I o,
SIOEWALK, P'LUSH WITH CONCJI.ETE, STAMPED "MUNSAI<ltll I
ASSOC. q.P.S. CONTROL POINT 2002 1992",
LOCATED ON THE NORTH SIDE OF PALOMAR AIJI.POllT llOAD,
400'± EAST FROM EAST LOKER AVENUE, 12' WEST FROM :EAST
!NII) OF SIDEWALK.
J Clt3 g,4 7 07,I ftll (ALSO JJf I, D, COIM!Y c;:Ol1f!Mi ... ION)
FOUWl!I 2" DIA. I~ PlPI!: Wtft JIJIAIII DtllC, D()lllfM 0.21 FllON
GJII.Otoo:), STAMi'l!:O "l!ILAKIE 1!183 L. S, 4368 1/4 l.11/5.17
'l['.12$. ]l.3W."
LOCATED OM THI!!: IOIUTH IJDE OF IM NAJtCOI BLW,,
700'± EAST FROM BUSINESS PAJIX DRIVE, AMO WEST FROM THE
DIRT ACCESS ROAD TO 2485 SAM MAJltCOS lllLVO., 7'± SOUTH
FROM UTILITY POLE NO. 114451,
2104 pM;:fll (lt.N il'JICMII Ciel•• et II, 1JIII)
POl!:lllf0 , 11 trA. BtU-11 itrse J>t cOMCJtffl JR1M11B1T, 9Cltlllt" o., ,
FROM QllotTm), STAMPED "ClTY OF SAJf MAJI.COS CO!lfl'1110L .OIM"l'
011 vc 011 1990".
LOCATED AT THE IOUTMI.\IT C'OlltfD Olf TtlE UITRIIICTlON
OF POINSETTIA AVE, AND LINDA VISTA DRIVE, 1' •ACK FROM
CURB, WITH 4 ' STEEL WITNESS MAJUCEll 1' SOUTHEASTERLY FROM
POINT.
HT 2• ora.. IIIAn ttsc ltralll'.ID llff9 o1011f'I fll lffDDUI 01'
SIDEWALK, FLUSH WITH CONC'JtETE, STAM?ED "'Jtll'MSU:Elt ,
ASSOC, G,P,S. CONTll!OL POINT 2005 1992",
LOCATED ON THE !!:AST SIDE or VIEWPOilf't oa., 115'±
SOUTH FROM THE CENTER-LINE OF SAJf MARCOS BLVD.
IIT :a• DlA, U.ta!C.._ CU • A 1/1" JnA, .... , ft,nll
WITH A,C. PAVEMEKT, STAJ91D "lf(J)ISAJfft I ASSOC, O.P.S.
CONTll!OL POINT 2006 1!1112 11 ,
LOCATED AT THE lfORTHWEIT eoun Olf THI: INTE!lllECTIOlf
OF PACIFIC ST. AND MISSION RD. , NOlll.TH FRON RAILJtOAD
TRACKS, IN THE MOST SOUTHERLY COP.MER OF PARKING LOT AT
302 PACIFIC ST.
ZM, ftt11
1ft :a• 1'tl, ..... ettc. ••1:n JMO .10IWI' :n, ■ID8LI Of'
SIDEWALK, FLUSK WITH cotJCllETI, STAJU>EO 11MUWSAXU Ii
ASSOC. G.P.S. CONTROL POINT 2007 1992 11 ,
LOCATED AT THE SOUTHWEST CODER. OF THI IlfTEll!SECTtOM
OF MIMOSA AVE. AND POINSETTIA AVE,
fCIWD 3" DIA, IMII 1''11tC lN COIIC'Jllft JIIMflllNllltt, lrOW o.••
FIi.OM QltOll'MD, STMPll:D '"CITY OF SAN MAIi.COi VEllTICAL
CONTllOL VC OHi 1990".
LOCATED 35'± SOUTIIII 1'JION 'l'MI CEJl'TEll-LIMI OF Qll!AXD
AVE., 42'± EAST FROM THE CENTER-LINE OF VIJI.GINIA PLACII!:,
WITH STEEL WITNESS MARKEil 1' SOUTH FRON POINT,
HUNSAkE~ AND A990CIATES SAN DIEGO, IMC.
' ! '
'' , I '
' ''1 ' ' R. 14023 of '15 MA 1P ~N o. ,.
I
'' '! '
... , NIIII! OP fttll Wl'l'WGNi:'l ltONUMIH'tl, Al Wit.I. Al IOMI
ROU'fl!S OF ACCE'l8 LISTED MERION, Alli!! ON PllIVATE P'.111:0PERT'Y,
ADDITIOIIAL INFOltKATION REGAR.DlNG THESE MONUMENTS ANll)
T'HEIJI. ACCIIS IS ON FILE HI THE OFFICE or THE CITY
I '' 'I
'
ENGINEER OF THE CITY or VISTA.
toet D0:01
eft 1• IIA, M.UJnlftJJI CAP• A S/1• Ill, _.., PLUM
WI'NI A,C, NTl:M:ElfT, STAMPED "MUNSllla I ASSOC. G.P.S.
OONTllOL POINT 2009 l,',92".
LOCATED 10' ± NORTH FRO'.M THE CENTl!JI. or TK! SOUTH EKD or IIOUNTAIN J>ASS CIRCLE CUL-OE-SAC' SOUTHWEST FROM
9ROOKHAVEN DRIVE.
11no xa•i•
ft'!' a• DtA. Al.UNJJ/Mlf CAP Oflll A 5/1" DIA., mu, FLUIN
WITII A,C, PAVEMENT, STAMPED "HUNSAXER I ASSOC. G.P.S,
CONTROL POINT 2010 1992".
LOCATED IN AN A.C, PAVED T'IJJttfOUT ON THI
IIORTH'WESTERLY SIDE or SUNNY CRE!X ROAD, 1,2 NI.±
NORTHEASTERLY FROM THE INTERSECTION WITH EL CAMINO REAL;
ALSO BEING LOCATED 800' ± NORTHEASTERLY FROM THE :EASTERLY
UD OF AM'S' CURVE IN SUNNY CREEK ROAD, WHICH IS THE
SOUTHWESTERLY END OF A 3000' ± UPHILL NORTHEASTERLY
TANGENT IN ROill.D,
11011 y2911
P4UIID )f•• IQUAJII IOLT WITN P'U'MCH JUJU!:, PLUIN WI!N A.C.
PAVDtllft',
LOCATED AT THI INTIRSICTION OF IHADOftIDCI DRIVI
MID ANTIGUA DRIVE.
1012 a121
POWD 1• Dra. JJIOlf PIPE WITH BUSI 1,:i:I,e, PLUIIK WI'f'K
•ow1111, ITNU>ft II s . •. 12 • M •
LOCATED JfOJlTJfWEST FROM THI INTl!JI.SECTIOIII or IYCANOltl
AVJ:, AND GREEN OAX RO., AT THE NORTHERLY TERMINUS OF THE
11QRIU OAI< RANCH" ACCESS ltOAD, 20'± SOUTH FROM A 20'
KIGH WHITE CROSS.
1e1:, a127
N.., ,. IJA. JW Pln wtn BMSI 1>11,e, rt»III WI'l'lf
GaOUND, l'l'.lMPfl •s.N. 127".
LOCATED 14' WESTERLY FROM THE WISTIIU.Y eutta LINE or
IIOUTK SANTA FE AVE, AND 6!5'± NOltTH FROM FENCE AT APPROX,
NORTHERLY RIGHT-OF-WAY OF ABELIA LANE,
201• va,u•
N't t• MA, .... e!K ft.NI lfITM 1W GP I' 111.l, Melt,
ITAIIPID 11 11W8Ul'R I ASSOC. G. P. S. CO!fflliOL POt!ft' 2014
1992",
LOCATIEO ON TRI WEST 1:Ul-1 OF IIMMALll Dlt., 300':I:
IO'UTK FRON THE INTEJI.SECTION WITH HANNALEI LN,, ACROSS
THE STREET FROM THE NORTHERLY DRIVEWAY AT 1630 KANNALEI
DR.
1011 YJlll
111'1' t• DIA, .Alalf1'UN C.U n A 5/1" DIA, H■Ul, PLUIR
Wt'l'II A.C. Pll'W'EMIJ9T, STAMPED "HtJNSAJt:ft I ASSOC. 8,P,I,
OONTltOL POIMT 2015 1992",
LOCA.TED OM THE WEST EOO'I OF PAVEMENT er IU!Kl VtST:l
Dll,, 300'± SOUTH FROM SUNSET DR., ACROSS THE STREET FROM
KAIL9OX #1026 BUENA VISTA DR,
2016
11'1' 2" DIA. l10.SS DISC,
PAVEMENT, FLUSH, STAMPED
CONTROL POINT 2016 1992 11 ,
y201, 1,1i
EPOX'i-dSMtMTII Illf~~! ,. • C.
"HUNSAKER & ASSOC, 'G,P.S.
LOCATED AT THE APPROX. CENTER Ot CUL-OE-SAC AT THE
WEST END OF NORMOUNT RO., WEST FROM WAVERLY RD,
2011 v201z
3" DIA, lnlASI DISC IN ITAlfDUD STll!.!!T WELL MONUMENT,
DOWN 0.52' FF(OM LIO, STAMPED "R,C,E, 27732",
LOCATED AT THE INTERSECTION OF WISTERIA OR. AND
NIGHTHAWK WY.
2018 v201s
FOUND NAIL , DOUl!ILE IP.ASS WASHER, ON TOP OF 6' DIA,
CONCRETE INSPECTION MANHOLE FOR AQUEDUCT, STAMPED
"G.P.S. 2018".
LOCATED O. 7 MI. :I: NORTH FROM THE INTERS!lilt:!'rlON or
BOJIIOEN :ROAD ANO AVENIOA CORDOBA ALONG DIRT AQUEDUCT
ACCESS ROAD, 20'± WEST FROM THE WEST EDGE OF DIRT ROAD,
20111 y:2011
'
SET 2" DIA. ALUMINUM CAP ON A 5 / S II DIA, P.EIAR:,! FLUSH
WITH A.C. PAVEMENT, STAMPED "HUNSAKER & ASSOC, G,P.S.
CONTROL POINT 2019 1992".
LOCATED 3.0'± EAST FROM THE WEST EDGE or PAVEMENT
OF CASSOU ROAD, 1/4 MI.± SOUTK FROM BUENA CREEK ROAD, AT
THE INTERSECTION WITH tASY STREET.
2020 y:2020
SET 2 11 DIA, ALUMINUM CAP ON A 5/811 DIA. REIAR, FLUSH
WITH A.C. PAVEMENT, STAMPED "HUNSAKER & ASSOC. G.P.S.
CONTROL POINT 2020 1992",
LOCATED AT THI! WEST END or SIDDALL DI.IVE, Wl!lS'l' FROM
BLUE BIRD CANYON ROAD,
2021 y2021
SET 2" DIA. ALUMINUM CAP ON A 5/8" DIA, l\El!IAJ!., DOWN
0.05' FROM A,C, PAVEMENT, STAMPED "HUNSAKER & ASSOC,
G,P,S, CONTROL POINT 2021 1992 11 ,
LOCATED AT THE APPROX, CENTER-LINE OF LAl<E BLVD.,
25'± WESTERLY FROM THE CENTER-LINE or MIRA MONTE DRIVE,
2022 Y2O22 I'
' '
POUND NAIL I WASHER IN CONCI.ETE, DOWN 0,59' FROM A.C.
!PAVEMENT, STAMPED "R.C.E, 23909",
LOCATED AT THE APPROX, CENTER-LINE OF COLLEGE
f!LVO,, 600'± SOUTH FROM PLAZA DR. AT THE APPROX.
SOUTHEF(LY POINT OF CURVATURE OF A CENTER-LINE CURVE
CONCAVE NORTHEASTERLY.
2021 YZQZJ
SET 211 DIA. ALUMINUM CAP ON 5/8" REBAR., PLUSH WI~H A.C.
PAVEMENT, STAMPED "HUNSAKER & ASSOC, G.P.S. CONTROL
POINT 2023 1992 11 ,
LOCATED SOUTHERLY FROM BARNARD DRIVE AT THE
NORTHERLY CORNER OF PARKING LOT 'A' AT MI:RACOSTA
COMMUNITY COLLEGE, OCEANSIDE CAMPUS, 3'± NORTHERLY FROM
THE NORTHERLY TERMINUS OF THE WESTERLY A,C, BERM WHEEL,
STOP ISLAND.
', i
' I
SHEET 6 OF 8 SHEETS
20211. vaoz,
111' 2" blA. .IILTJM!NUM CAP ON A 5 /I" D1IA.. ]Utl,.. I P?.1JII
WITH A.C, PA EMENT, STAMPED, "HUNSAKER I ASSOC, G,P,S,
CONTROL POIN([' 2024 1992".
LOCATED AT THE INTERSECTION OF THUNDER 01.Ivr AN~
GENINE DRIVE,.
202, vzaz,
' '
$11' 2" DOCA, ALUMINUM CAP ON 5/811 DIA. l'EIM, FLUSH WI'i'k
A. C. PAVEMENT, STAMPED "HUNSAKER & ASSOC, G. P, S. CONTROL
POINT 2025 1992''·
LOCATED AT THE INTERSECTION OF THUNDER DRIVE ANO
THOMAS STREET, 2.5'± NORTH FROM SEWER MANHOLE,
2026 y202,
SET 2 11 DIA. ALUMINUM CAP ON A 5/811 D1IA. JI.Elli, PLUIH
WITH A.C. P.IIVEMENT, STAMPED "HUNSAKER' ASSOC. G.P.S.
CONTROL POINT 2026 1992".
LOCATED AT THE APPROX, C!NTER-LINE OF NORTH AVENUE,
70'± WEST FROM THE CENTER-LINE or SEASONS ROAD.
1 2027 Y2027
FOWD 2" DJA. BIU.SS DISC IN l'l'MDU!t, 8'1'11tlft ,11.11!.
MONUMENT, DOWN 0,3!5' FROM LtD, STAMPED "lt,C.E. 2328011 ,
LOCATED AT THE INTERSECTION OF NORTH AVENUE AND
VISTA PACIFIC ORIV!,
2028 y2021
$ET 211 !)IA, IALTJMINUM CAP ON A 5/S'' DIA, JI.EIM, fLUIM
WITH A,C, PAVEMENT, STAMPED "HUNSAKER I, ASSOC. G.P.S,
¢0NTROL POtNT 2028 1992",
LOCATED AT THE APPROk. CENTER or ¢1.JL-DE-SAC AT THI'
?AST END OF ALBRIGHT STREET, NORTHEAST FROM GUAJOME LAKE
ROAD,
202, Yi! 021
SET 211 DIA, iALUMlNtlM CAP OK A 5/111 D:l:A, ltEI.U:1 :tLUIK
WITH A.C. PA~EMENT, STAMPED "HUNSAl<ER, ASSOC, $,P,S.
CONTROL POINt 2029 1992",
LOCATED ON THI NORTH IIDIE OF NOR~K SUTA Fl! AVl.1 0.3 MI,± WESTERLY FROM OS90RNE STREET.
2030 y2030
S!T 2" DIA, 'ALUMINUM CAP ON A !5/8" DIA, RIIAJII, FLUSH
WITH A.C. PAivEMENT, STAMPED "HUNSAKER" ASSOC. c.J>.s.
CONTROL POINT 2030 1992".
LOCATED AT THE INTERSECTION OF WEST LOS ANGELES
DRIVE AND AVENIOA DE BENITO JUAREZ,
2031 Y2031
SIT 2 11 dIA, IALUMIJftlM CAP' Otf A 5/811 011:A. Rllll, l"!.tllH
WITH PAVEMENT, STAMPED "HUNSAKER & ASSOC, C, P. S, CONTROL
POINT 2031 1992".
LOCATED 36'± SOUTH FROM THE CENTER-LINE OF
EUCALYPTUS AVENUE, 66'± WEST FROM THI CENTER-LINE OF
VISTA GLEN LANE IN FRONT OF THE VISTA MASONIC TEMPLE AT
761 EUCALYPTUS AVENUE.
'
I
2032 Y2<112
POOND SET 2'J t>IA, ALUMINUM CAP ON A 5/811 DIA, lt!Bll;
FLUSH WITH QROUND, STAMPED "HUNSAKER , ASSOC. G. P. S,
CONTROL POINT 2032 1992",
LOCATED WEST FROM A DIRT ROAD l<NOWN AS KA.lWELJI,
LANE, 1,1 MI. NORTHERLY FROM A GATE AT THI INTERSECTION
OF HARDELL LANE ANO EL PASO ALTO, 10' EASTERLY FF(OM THE
EDGE OF GRADED PAD AT TOP OF HILL.
CALIF. COORD. INDEX: 380-1700
': I
'' "
:11
11
'
' I
' ' I ,'
I !
I I 1: 1 I I I' II I Ii
I I
I I I
I ,
I
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I I
I
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YIHI
11:'f I"' 91A,. M.WltrUN: CAIi OIIJ A 1/1• NA. ll8Ml, fUMM
WITM A.C. PAVEME~T, l~AMPI.D •MtJINSAll:IJl I ASSOC. O.P.S.
C:ONT~OL P¢INT io:n J.1»92".
LOCATED 400'± WEST nCII TWIii O.U:I VALLl:Y M.\0
•ETW!EN CALLE DE CRISTO AND '!'WIK OllS CREST DRIVE ON AN
A.C. ACCESS ROAD TO THE VALLECITOS WATER P'OMP STATION.
POINT IS 50'± WEST FROM ENTRANCE TO PUMP STATION, 3'±
SOUTH FROM NORTH A.C. BERM or ACCESS ROAD.
IOJ4 Ul:14
IE1' I'" DtA. Alt.UM!-~ OIi A 1/1'• DIA, ltWM, ..,..
0.02' F~ A.C. PAVl!WJ:NT, STAlltPED •MtnfSUER i ASSOC.
G.P.S. CONT~OL POINT 2034 1992."
LOCATED AT THE SOUTM END OF VISTA PACIFICA, SOUTH
FROM EL PASO ALTO, 20'± NORTH FROM STEEL BAUICADE.
, •• ,, 11121
lift' 2 11 DIA. .. .. Dl!IC, J!'l'OXY-C.lllld ?lffO A.C.
PA VIM'E1fT, !l"Lt!'9!N, STAMPED '"MUN SAJl:ER I ASIOC. Q. P. I •
CONTROL POINT 2035 1992),
LOCATED AT TRI!: APPJIOX. CEJtTD-LilfE OF MISSION
AVENUE, 250'± EASTERLY FROM 8AGEIRUSH WAY.
2•,• :Vlt14
l"l?T 2" Dt:A. At,aliltlfflN 1CAP Olf A 1/1• MA •..... , rt.UM
WITIII A. C. PAVEMENT, STMPJ!'D 11MtlNS.U:llR I ASSOC. G. P. S.
CONTROL POINT 2036 199211 •
LOCATED ON THE SOUTH IID! OF OU, NIIIIOM AVl:KU!,
0.7 MI.± SOUTHWESTERLY FRON THE IMTERSECTION OF MISSION
AVENUE AND EAST VISTA WAY.
lf1]7 11711 l!tlt fM.,N U •. •. -· l CIIIIIMI. .. ,
l'OUMt> 2-1/2" DIA. 9Mal l!iIIC :t• ft~ Sfflff WELL
NONUMEMT, DOWff 0.7' FRON LID, STAMPED "S.D. CO. l:!KGll.
DEPT. SURVEY MON. 11U14".
LOCATED AT ni!E INTl!ltll:CTJOlf or DST VISTA WAY Alfi)
HUTCHISON STREET.
ICIJH DIii
lff 2" DtA. 8MH l'J>lH, IPOXY-C■l..,10 Jll'l'O A.I.
PAVDIEH'T, FLUSH, ITAN'l'Ell> '"tlUNSllD I ASSOC. G. P. I.
CONTROL POINT 2031 1992".
LOCATED IN A.C. PAVED llll ON '!'HE ftlT SIDI: or lll'l'
VISTA WAY, 20'± EAST FRON MAILBOX TO 2730 llST VISTA
WAY.
1e,,, DIH
l'ff J" DIA. AUMtMUII CAP • A 1/t'" DIA. RW, PLIMII
WITH GROUND, STAMll'ED 11 JIIUNIAJ(J!R. AIIOC. a.,.s. CONTROL
POINT 2039 19!12".
LOCATED 5' ± NOii.TN! F!ltON T!lfl: •01tTM l:1!>01 or PAVl:MEH'l'
OF GOPHER CANYON l!tOAD, 170'± llSTDLY FROM ORMSIY
STREET.
aM,e JIUI
Potlle J"' DIA. 1MA llllC IN l't..,._ lftlft WR.L
NONUMIMT, DOWN O • 6 ' F.oM LIii, WITH PU!'ICM IDJlX.
LOCATED AT THE INTERSECTION or GOPHER CAN'YOM JIOAD
AND VISTA VALLEY DRIVE.
HUN8AKE~ AND A8SOCJATES SAN DJEGO,
' "I 'I :I
' I: 1
'
,,,
' 14023' I ,I R. of s. MAP o.
..... , ... OIP 1'1111 lfl:'l'WOllt,1 1 NOMJNllfrl, ll WILL Al 10M'E
IIOUTH OF ACCl:11 LISTED MERION, ARE ON P!IUVATE PROPERTY.
ADDITIOflAL INFORMATION REGUDING THESE MONUMENTS AND
'l'KEia ACCl:SS IS ON FILE IN THE OFFICE OF THE CIT¥
EN,GIJ!ll:Ea or THE CITY or VISTA.
' ''
' ' I I; I
'' I' I I ,,
,,
2041
P'Outff) MAIL .. TAG SET IJI CJU.ek or Roel{ Otrl'CllOPl'?lffl, PLUl'N
WITH ROCK, STAMPED "SINCEK L.S. 4391".
LOCATED O. 5 MI± NORTHERLY FROM THE NORTHERLY EMO OF
VIA SUBRIA ALONG A DIRT ROAD. POINT IS 65'±
NORTMEASTERLY FROM DIRT ROAD.
1041 y2142
FOUND J/4" DIA. lltOflll PIPt WITH Ill.All DISC, PLUSH Wlft
A. C. PAV!Mt'NT, STAMPED "L. S. 1162".
LOCATED ON THE WEST SIDE OF PRUETT DRIVE AT TMI:
INTERSECTION WITH A DRIVEWAY 300'± SOUTH FROM THE NORTH
END OF PRUETT DRIVE.
10,, n,,,,
F'OWO 2" DIA. IJION PIPE WITH DISC, Ft.Un WI'!'ff A.e.
PAVEMENT, STAM'l'tO "L.S. 1896".
LOCATED AT THE APPROX. CE!lfl'D-Lilfl or !:LIV.ADO JIOAD,
300'± EASTERLY FROM FLAMETREE LANJ.
2044
FO'!Jtffl 2-1/2" DIA. IRASS DISC, DOWK 0.2' FRON GROUND,
STAMPED "IJ. S. GENERAL LAND OFFICE SURVEY 1935 1/4
Sl!I/S9 11 •
LOCA.TII) 30'± SOUTMEASTDLY FRON !'KE CEllfTER-LilfE or
ELEV ADO ROAD, 0. 1 MI. ± NORTHEASTERLY PROM PLEASANT
HEIGHTS DRIVE, ACROSS THE STREET FROM lt30 ELEV.ADO ROAD.
20,49 YUHll
POONO IPIICI WITH Pl.MO! NAllQ( AWD WASMIJ., OmM t.12' PJION
A.C. PAVEME'.tllT, STAMPED "R.C.E. 8332".
LOCATED AT THE APPROX. Cl:KTER-LIII OF I.A.IT VISTA
WAY, 150'± SOUTH FROM TAYLOR STREET.
2041 ,,.,.
NVN9 S" D!A. lltllill DIIC ?M ft~ l'rUft wt:tl.
MONUMENT, DOWN 0.46' FROM LID, STAMPED "L.S. 4531".
LOCATED AT THE APPROX. CENTER-LINE OF TAYLOR
STREET, 400'± EAST FROM PASEO DEL SOL.
Dlt7
,._ J• IQA. aui1N D!IC II n-... IH:llft WILL
MONUMENT, DOWN 0.47' F1'0M LID, STAMPED •1.0. CO. ENGR.
DEPT. S!Jtlt.VEY MON. 1161".
LOCATED AT THE APPROX. Cl!NTER-LIMI: OP EDGEHILL
ROAD, 1000'± EAST FROM FOOTHILL DRIVE.
101, Dltl
NUND 1• l!A. 1-. •:rn .,. IN.II DIN, PUna ftft l.e.
PA.VIMDlt, l'l'MPJD •a.c.1. 24000•.
LOCATED 4.,, ± ltORTH FROM THE lovnJ IDOi: or 'l'AVIMl:lllt
or SAN CLEMENTE AVENUE, 45'± llST FROM SAN CLEMENTE WAY.
: '
2051 v2os1
rot1M0 3" DIA. !ll'tASI DISC IN STANDARD IT!tEll:T WELL
MONUMENT, DOWN 0.92' FROM LID, STAMPED "R,C.E. 15237".
LOCATED AT THE INTERSECTION OF MISTLETOE STREET AND
PALMBAR.K ST.
1052 y2qs2
l"OUNI!) 3°' DIA. !!Ill.ASS DISC. IN STANDARD ST!lt:mtt WELL
MONUMENT, DOWN 0.57' FROM LIi), STAMPED "L.S. 4506".
LOCATED AT THE APPROX, CENTER OF CUL-DE-SAC AT THE
WEST END OF CAMEO DRIVE, WEST FROM RUBY DRIVE.
I! i I
POIJN'D 3/4• DIA. IRON PIPE WITN DIS0 1 DOwm' o.,,1.0M A,C,
PAVEMENT, STAMPED "L.S. 412!1".
LOCATED AT THE INTERSECTION OF EMERALD ~RIVE AND
WEST DRIVE.
105!.I \!2055
:t• DIA, aUIII DISC J:N STAJfDARD STlt:S:tT WELit. 'MONUMENT,
DOWN 0.57' FROM LID, STAMPED 11L.S. 365411 •
LOCATED AT THE APPROX. CENTER-LINE OF S. MELROSE
DR., 300'± NORTH FROM COUNT¥ COMPLEX DRIVE, AT APPROX.
POINT OF CURVATURE OF A CENTER-LINE CURVE CONCAVE
EASTERLY. POINT IS 2,5'± WEST FROM THE WESTERLY CURB
LINE OF MEDIAN.
1os1 v;ao,s,
IIT 2" DIA. ALUM:tNUM CAP ON A 5/811 REBAR, Jl't..USH WI'l!'M
A.C. PAVEMENT, STAMPED "G.P.S. 205611 •
LOCATED AT THE WESTERLY ENO OF THE NORTHERLY
PAJUt'.ING LOT AT CREST VIEW ELEMENTARY SCHOOL, NEAR THE
SOUTHEASTERLY CORNER or THE INTERSECTION OF SUNSET DRIVE
AND CREST VIEW ROAD.
1057 y2017
POUlft) 2" DIA. IRON PIPE WITH DISC, FLUSH WITH GROUND,
&TAMPED "R.C.E. 28061 11 •
LOCATED 30'± EAST FROM THE EAST EDGE OF PAVEMENT OF
FOOTHILL DRIVE, 200'± NORTH FROM LOCH LOMOND HIGHLANDS,
20.18' EAST FROM A SIMILAR IRON PIPE.
2058 YZOlf
,OUJtlil 2• DIA. ?ROiif PIPI WITH DISC, FLUSH W!r:TH A.C.
PAVEMENT, STAMPED 11 L.S. 5653".
LOCATED 3'± EAST FROM THE WEST EDGE OF PAVEMENT OF
LONE OAK ROAD, 50'± SOUTH FROM HIGHVIEW TRAIL, ADJACENT
TO THE END OF 611 A.C. BERM.
20!.lt 1/20$9
POT.llfD J" DIA. IHU,SI DIISC IN STANDARD STRt!T W'E!:.L
MONUMENT, DOWN 0.33 1 FROM LID, STAMPED 11R.C.E. 19375",
LOCATED AT THE INTERSECTION OF OAK GLEN DRIVE ANO
JIONA DRIVE.
,, '
,',
SHEET 7 OF 8 SHEETS
20,0 v2p,1
FOUND 3/411 btA. DISC WI'%1H NAIL IN LUb Pt.UC# IK SIDIWAI.Jlt;'
FLUSH, STAMPED "L.S. 3654 11 •
LOCATED NEAR THE BACK OP SIDEWALK ON 'THE WEST SIDI
OF EAST VISTA WAY, AT THE EAST ENO OF TKE NORTH A,C.
BERM OF THE NORTH PARKING LOT OF LIQUOR STORE AT 1370
EAST VISTA WAY.
~ 2 011
$!T 2 1' PI , IMSS DISC,
PAVEMENT, LUSH, STAMPED
CONTROL POINT 2061 1992".
YZQfL
LOCATED AT THE INTERSECTION OF EAST VISTA WAY AND '
CITRUS AVENUE.
' l 2062 y20,2 '
' ,, ,J1l~,,I, FOUNO ,cONC 11:TE IV.IL IM CIMTER OP
NAILS, FLUSH WtTH A.C. PAVEMENT.
LOCATED At THE INTERSECTION or
NORTH SANTA FE AVENUE.
10•1, Y20fl
I
I .. Jttr111111:11fc:!11
UST V:tSTA WAY fflD
',ouND ll1d>LT W?TK WAIHEJI, FLUSH WITH A,IC, PAVDIDT,, l'.l'dltli
ILLEGI8LE.
LOCATEb AT THE APPROX. CENTErt-LINE or ESCCNDIDO
AVENUE, 300'± SOUTHWESTERLY FROM POSTAL WA¥.
I 206• YZQ§4
S:PIKE WITH ~ASKER, FLUSH WITH A. C. PAVIIMINT :tM •I'IIU>
MEDIAN. I
LOCATE~ AT TMI APPROX. CEN'TIR-LIHI OP llci:?CmD:tl)o '
AVENUE, JOO't SOUTHWESTERLY FROM PALA VISTA mtIVE, ll't
SOUTHWESTERLY FROM THE NORTHEASTERLY ENO or RAISED
MEDIAN.
20111 YZPl'!i
1111' 2 11 lt>IA. ALtJMI'NUN CAP ON A 3/4" DJA., ROD, ,tt.ul!llM WIH
A.C. PAVEMENT, STAMPED "HU'NSAXER I ASSOC. G.P.8, CONTROL
POINT 2065 1992".
LOCATED ON THE SOUTHWESTERLY IIOII: OF IOU'l'K $UTA Pt
A VENUE, 10 • 7 ' ± NORTHEASTERLY FROM THE SOUTHWESTERLY CURI
LINE, 250 1 ± SOUTHEASTERLY FROM MONTE VISTA DRIVE, IN
FRONT OF 1131 SOUTH SANTA FE AVENUE.
1011 YIOlf
SET 1-11211 DIA. AUlMIKUM CAP ON A 'J/4" '*'fHL 11:0D, rtfiN
WITH A.C. PAVEMENT, STAMPED "L.S. 51169 G.P.S. 2066".
LOCATED ON THE SOUTHWESTERLY SIDE or SOUTH SANTA Fl
AVENUE, 400'± NORTHWESTERLY FROM CYPRESS DRIVE, 10.7'
NORTHEASTERLY FROM THE SOUTHWESTERLY CURB LINE, IN FRONT
OF 1315 SOUTH SANTA FE AVENUE.
2010 xuno
S!T 1•1/2" l!IIA. AWMINUM CAP OM 1/1" J.l!I.M, Pt.VIM W?'l'lt
A.C. PAVEMENT, STAMPED "G.P.S. 207011 •
LOCATED 10'± EASTERLY FROM THE CENTER-LINE OF TWIN
OAKS VALLEY ROAD, 300'± NORTHERLY FROM AQUEDUCT
CROSSTNG, 3.3 MI.± NORTHERLY FROM DEER SPRINGS ROAD.
' ' ' I
' '
' !, I
CALIF. COORD. INDEX: 380-1700
' '
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2011 JIil')
IIT 1-1/2" Dti. AUIN[IIW CD OK J/•• DIA. lt~IL Jl!OO,
fLUSM WITH A.C. PAVEMENT, ITIINl'E~ "2171",
LOCAT!D OM SILVERLllf LANE, o., NI,± NI'!' ffl!MI IL
PAIJ:O, 50'± WESTERLY r•oM A •1tICX auILDING, 100'±
IASTERLY FROM WATER TAN~.
tacna
ltT 1-1/JM DIA. AlillllttllttM CU Oti1 5/tM DJA. •Z9U, l'Ll!SM
WITM PAVEMENT, STAMPED "1072",
LOCATED :1!0'± SOUTNl:Ji.LY J110Jlf TNI CE!lfTZ•-L:nll or
OOPM!R CANYON ROAD, 250'± WESTl!JtLY FJtON AVOMILL D'lUVE,
AT THE EAST SIDE OF A l''.RIVATE OJi.IVI!. POINT IS 50'±
EASTERLY FROM UTILITY POLE NO.
P-4Hl4B1.
211>1J vam,11
HT :t" 11,. tflAtl 11:K, F'l.Va WITH c..e■III •ll'NI WS,
IT Affl!P'ft'l N 2 0 7 3 " ,
LOCATl!l'O i' flHat.1 NIM '1111 Dfflltl.Y 8JDI! or
H!IDGE ON llO,AO TO "HEIA Ht. JIU", 410' i 11'0:RTKDLY noM
CAMINO DEL REY. ROAD TO 0 aJi:ESA DEL JOJt" IS ON THE
)111,0RTHERLY SIDE 0'1" CAMINO DEL REY, 1. 7 MI± WESTERLY FR.OM
OLD HIGHWAY 395.
PWM 211 01i&, IMt• •ttC JJt .,,....,._ 11111111 WIU,
lllOMUMffT, DOWII 0,63 l'llCM LJD 1 •TAMPED "I.D, CO. ltl'GII,
DEPT. SURV. HON. ltl4 101+16,35 a.c.11 •
LOCATED AT THE APPROX. C!'KTER-LINE or CANINO DIL
Jll!EY, 600'± NORTKERLY FROM CAMINO OE LOS CABALLOS, 150'±
NORTHERLY FROM CONCRETE BRIDGE,
20,1 Df71
ll!T 2" OIA. IM■i DtSC, EPOXY-C'allll'TBtl Ilfft A.C.
PAV!!ll'!NT, FLU<BM, 1'1'MPIU> ")l!JNS.U:l:Jl , ASSOC. Cl. P. I.
CONTROL POINT 207!1 1992 11 •
LOCATED AT TME NORTM DJD OF OLD A,C, JW'MWAY, GO
MORTH ON A.C. DRIVE AT 30765 VIA JDJtIA ELENA, flf!N
WESTERLY ON DIRT ROAD TO A,C. RUNWAY,
•• ,. u,,,
N'1' 1• DIA, AtalWIM c•• -A 1/1'11 Ml, •--• .,_
0, 01' FROM 09'011:JND, STMl''D "G.P. I, Jl71".
LOCATED 2. 3' IOU'l'HEII.LY FIi.OM ftJ: 90TJTKDLl A, C, 9'UJII
Of D!NTRO DE LOMAS ROAD, JOO'± EASTERLY FROM MMS UNCK
IK>AD,
.. ,, .,. '"'
NCMa :a• OIA, ---II GIN D'l:11, W ftW &,I.
PAVEMDT, STMllll'IO NJOIIINt<Ci1111-FRUQC L.I, 4215 G.P,1. ITA.
1023 ltt2",
LOCATED AT TR J:MTDl•CTJat OP -.. Jll!IV9 JlOAI MD
OOPHEJt CANYON Jll!OAD,
111!1
1ft 1• 91k. Matl-ct.I' • .I 'J/4" DIA, Ml&, M18, n.uN
WIT'K .A.C. ,a.vlhtff, f'Ta.Q "J071 o., .•. ".
LOCATED OIN 'I'lflt IOVTHDIT l'Mll OF JalllCM 1NM>
flTAT! HWY. 76), NMTKDSTEJU.Y l'flON VIA oal:NADA, 160'±
IO!II.TKIASTEJll!LY FllOM MILi: POST 11.00, 50':I: IOUTHWl:ff1;PU.Y
F~OM A LARGE WOOD AND UICX IIGK 0tll THI SOUTHEASTERLY
IIDE or THE R.OAD WHICH READS "SAJf LUIS JlEY DOWNS".
1-UNSAKER AHO ASSOCIATES SAN DIEGO, INC.
R.
... ,1 ICNII OP 'IBI'I ll!l!'l'WOM'I IIOJl1llHZ'JfT'I, Al ltl:LL Al IONI
Jll!Otr.l'ITI or ACCl!II LISTED Mll!OM, UE ON PIUVATE PIIOPERT'l.
ADDITIONAL INFORMATION REGAJltDING THESE MONUMENTS AND
THl:IJI ACCESS IS ON FILE IN THE OFFICE OF THE CITY
ENGINEER OF THE CITY OF VISTA.
I I
! '
IUlt
Rf 1" OIA, Al. .. 'lm'IN CAP WA 3/4" DIA, lftlt, IIOD, l't,VN
WITM A.C. PAVEMENT, ITAMPED "2079 G.P.1,",
LOCATED AT THE INTERSECTION OF VALLI DEL SOL AND
VIAD! LOS CEPILLOS,
2010 y:1011
t,ff l" DIA, ALtMJJWJI CAP OJr A 3/'" DXA, n'EJ:L R9, l'LUIM
WITM A,C, PAVEMENT, STAMPED 112010 G.P,I. L,I, 56,t",
LOCATED ON THE SOUTH SIDE OF NOR.TH JlIVER ROAD, IN
TKE DRIVEWAY TO 6171 NORTH RIVER JlOAD, 100'± WEST P'R.OM
HOLLY LANE,
2911 11111
1ft 1" Dtl., .M.VN?wmt CAP Oil A 3 /," Dll!A. ftllEL ll01:il, rt.,IJIK
WITK A,C, PAVEMENT, ITAMPJ:D "2011 G,P,I.N,
LOCATED ON THE WEST SIDI! OF SLEEPING INDIAN ROAD IN
A,C. PAVED DRIVEWAY TO 611 SLEEPING INDIAN ROAD, 100'±
SOUTH FROM LAS TUNAS DRIVE.
1091 QIII (ALN IIJMMI OM a. of I, 1Jt21)
P0tlMC 2" taOM PIPE lfITM 2" IIR.ASS DIIC, STA.llfl'EC "SN OtJN.
ALSO FOUKD TWO ACCESSOJtY MONUMENTS, LOCATED, PER. GRID
BEARINGS AND GRID FEET, AS REFERENCED TO 1'SM012" :
NORTH 62°52'52" EAST, 91.059 FEET, TO 11AM082A", A 2 11
BUSS DISC SET IN CONCRETE CURB AT NW !OGE OP' WATER
TANK, AND,
SOUTH 55°25'53" IAST, 12,0lt FEIT, TO "AMOl2a•, A 2"
auss DISC SET IN MIOOWAVE ANTENNA'S CONCRETE SLAB.
LOCATIOl'f or "SM012": l"JI.OM MOUNTAIN MEADOW R.OAD AND
KIGKWAY 15 INTERSEC-TION, CO EAST ON MOUNTAIN MEADOW
ROAD, 1.9 MILES TO GLEN MEADE WAY, LEFT ON GLEN MEADE
AND GO 0,3 MILES TO SAGE HILL WAY, RIGHT ON SAGE HILL
AND GO 0.3 MILES TO 9547 SAGE HILL, CONTINUE 50 FEET±
MORE TO PAVED ROAD, TURN OFF TO LEFT AND GO 0,2 MILES TO
LOCKED GATE OF VALLEY CENTER WATER DISTRICT STORAGE
TANK, POINT IS ON TOP OF VERY LA.JtGE BOULDER JUST WEST OF
TANKS FENCE.
1,011 )l!J'fll
POffll'D 1-1/1" DJA. Yl!LLOW PLA<ITIC C:AP, fLUM Wtft A.C.
PAVEMENT, S'TAMPE1) "JI..C,I. 35651",
LOCATED 2' SOUTHEAS'TERLY FJIJON THI: lfOJlTHWE'HERLY
IOOE OF LA PALOMA AT THI! INTERSECTION or ILEIPING INDIAM
ROAD. POINT IS 53'± NORTHWESTEJII.LY FROM UTILITY POLE NO,
7126,L
J Ot41 •■116 f ALN Jlt I. I. C!OIIIIIM I I COIi i Mi, IOOII:)
J-1/2" Dtk. DISC IN 2'12' caite1tlTI It.Al, 110W 1,4' l'llOII
CONC!lt!TE, ITAMPEtl "U.S. CCAST, GEODETIC TRIAIIGULATIOM
STATION NORRO lt31 JlESl!T 1972",
LOCATED AT THI APPROX. SOUTMlllT'.1:11.LY coun or CAMP
Pl:llft)ELTON AT THE TOP OF KILL WEST FRON SLEEPING INDIAlf
ROAD, SOUTHWESTER.LY FROM THI INTERSECTION WITM CONEJO
ROAD.
1081
FOUND J" BUSS DISC IN CONCRETE, STAMPED "S,D. COUNTY
19 3 9" . ALSO FOUND TWO ACCESSOR.'l MONUMENTS, l!IOTH 2"
BRASS DISCS SET IN 211 IRON PIPES, LOCATED, PER GRID
BEARINGS AND GRID FEET, AS REFERENCED TO "PHIL":
SOUTH 38°58'08" EAST, 65,955 FEET, TO 11AM088A", AND,
SOUTH 52°53 1 21" WEST, 52,965 FEET, TO "AM088B",
LOCATION OF "PHIL": FROM INTERSECTION OF l.AJCE SAN
MARCOS AND RHO SANTA FE, GO SOUTHWEST ON RHO SAllTA FE
.55 MILES, TURN RIGHT (NORTHWEST) ONTO CONCRETE DRIVEWAY
WITH LOCKED CHAIN ACROSS DRIVEWAY, GO THROUGH ACCESS
(WITH PERMISSION) AND CONTINUE 500' ON DIRT ROAD ALONG-
SIDE CHAIN LINK FENCE TO TOP OF RIDGE, TURN LEFT ONTO
DIRT ROAD, DRIVE 900 FEET SOUTHWESTERLY ON DIRT ROAD TO
TOP OF HILL.
401111 YfQII
FOUND 2" DIA. t:itcm PIPE WITH DISC, FLUSH w:r!tk 1,.c.
PAVEMENT, STAMPED "L,S, 4088",
LOCATED 12' NORTHWESTERLY FROM THE NORTHWESTIRLY
CURB OF EAST VISTA WAY, 630'± WEST FROM ESCONDIDO
AVENUE, 40'± SOUTHEASTERLY FROM THE SOUTHWESTERLY CORNER
OF BUILDING AT 514 EAST VISTA WAY.
20tt IAN MARCOS ECC (ALSO IN 1.0. COI.TNTY CONTAOt JOOK)
FOUND 3" BRASS DISC SET IN 2" IRON PIPE, STAMPED "SAN
MARCOS ECC 1988 CALIFORNIA DEPT. OF TRANSPORTATION".
FROM THE INTERSECTION OF STATE ROUTE 78 ANO TWIN
OARS VALLEY ROAD, GO NORTH ON TWIN OAKS VALLEY ROAD, 3.2
MILES TO THE INTERSECTION OF BUENA CREEK ROAD, TURN
LEFT, WEST, ON BUENA CREEK ROAD AND GO 2.1 MILES TO THE
SECOND INTERSECTION OF HOLLEYBERRY DRIVE, TURN RIGHT,
EAST, ON HOLLEYBERRY DRIVE AND GO 0,1 MILES TO VALLEY
CREST DRIVE, TURN LEFT, NORTH, ON VALLEY CREST DRIVE ANO
GO 0.5 MILES TO A RIGHT TURN IN THE ROAD, TURN RIGHT,
EAST, AND GO 0,1 MILES TO A "T"-INTERSECTION ON HARDELL
LANE, TURN LEFT, NORTH, ON HARDELL LANE ANO GO 0.4 MILES
TO THE INTERSECTION OF 2 PAVED DRIVEWAYS ANO A DIRT
ROAD, CONTINUE STRAIGHT AHEAD, WEST, THEN NORTH, ON THE
DIRT ROAD FOR 0,3 MILES TO A DIRT TRAIL ON THE LEFT,
TURN LEFT, SOUTH, ANO GO 300 FEET TO THE TOP OF A LOW
HILL, THE MARK IS ON THE LEFT SIDE OF THE HIGHES1T PART
OF THE HILL,
' ! '
I !
No.
SHEET 8 OF 8 SHEETS
CALIF. COORD. INDEX: 380-1700
I
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