1997-298884 ---RECORD OF S MAP No.
BEARING DIST. FD. REBAR AND ILLS IB P. ! O o SHEET 1 OF 2 SHEETS
1O N 63 °14'24" E 337.58' AGGEPTED AS MONUMENT PER v y = -O 32` 12.9'
Q2 N 65 °54'41" E 355.25 G.R. 5921. THESE POSITIONS FALL IN J 0-, 3 GROUND DISTANCE = GRID DISTANCE RECORD OF
SURVEY
3 N 70 °01'36" E 305.18' STANDING WATER FROM �' 11 �> 0.9g99G450
ESGONDIDIO GREEK AS OF ��' Z AT STATION RSFB 2 OF
® N 78 °22'13" E 250.32' THE DATE OF THIS SURVEY FD. 3/4" PIPE AND TAG MKD. I Q 0 I NOTE: ALL MEASURED DISTANCES SHOWN
AND WILL BE SUBJECT TO 'RCE 7G83' PER P.M. 9149 AND vv Z h ARE GRID DISTANCES. A PORTION OF LOT 84 OF COLONY
OLIVENHAIN MAP 32G
CONTINUING WASHOUT. R.O.S. 15123. SEE P.5. 184. p TOGETHER WITH A PORTION OF 'K`. 'L'. '12TH' AND ' THEREFORE.
NOTHING SET ACCEPTED AS GENTERLINE INTER- Q G R A P H (G C j C A L
AND TIE LINES ARE SHOWN. SECTION OF 'J' AND '13TH' STREET. @3 STREET ADJOINING SAID LOT. AS VACATED AND CLOSED
(D �- h � loo 0 50 100 20o TO PUBLIC USE. LOCATED IN THE CITY OF ENGINITAS,
'RCE 7683' PER R.O.S. 15123.
NO SCALE J FD. 3/4' PIPE AND TAG MKD. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
J '
ACCEPTED AS GENTERLINE I _
N X57" I �1 SCALE: 1 INCH - 100 FEET NOTE:
5.6 7,3 l INTERSECTION OF K AND 13TH THE FEE OWNERSHIP OF THE PROPERTY SHOWN HEREON IS VESTED IN THE COUNTY
13 STREET. SEE P.S. 184.
I', -.�i F '• S. 184�v OF SAN DIEGO- SAID COUNTY, BEING A PUBLIC AGENCY, IS EXEMPT FROM HAVING TO
GENTERLINE 'L' ST. ,38 _ FD. 3/4' OPEN PIPE PEP, FILE A PARCEL MAP UNDER SECTION 66428 Cad C2) OF THE SUBDIVISION
MAP ACT.
O CVAGATED). G.R. 5921. ACCEPTED AS
TI£ LINES ONLY >>12q' w �� GENTERLINE INTERSECTION OF RANCHO SANTA FE BRIDGE MITIGATION SITE 'B'
FD. 1/2" PIN AND GAP PER ,�� GENTERLINE `J' STREET �q�1.26� 'L' AND '13TH' STREET. SET
LINDVEDT. McGOLL + ASSOC. c C � co v- CVAGATED ?. L� TAG MKD. 'SD GO £NCR.
FIELD BOOK 277 DATED "' p 388 63' P� P S
3-22-'q4. TRAVERSE POINT.
�, , j . � 1 LEGEND
c`C? 1 �� Q-` 47 P S 184 GENTERLINE '13TH' STREET
�Q n"' LzI , ✓f _'- - ,� CVAGATED). = FOUND POINT AS NOTED.
DETAIL 'A'���� �h ^. , � u.
11 56 ( 3 9 , � =FOUND 2' PIPE AND TAG MKD_ 'LS 3065' PER MAP 8425_
�� C•0 L
^ N FD. 1/2' PIN AND GAP MKD. C,ct
.... °�4° ,_, �` T �S 73° P� P ` = FOUND HORIZONTAL CONTROL POINT AC NOTED.
AS SHOWN PER LINDVEDT. 1S -S.
GENTERLINE K' STREET H MGGOLL + ASSOC. FIELD (385 6 ,� 18 4) =FOUND 'B' ORDER HORIZONTAL CONTROL POINT OF THE SAN DIEGO
(VACATED). 1 BOOK 277 DATED 3- 22 -'g4. / 3 P FR P COUNTY HIGH PRECISION GEODETIC CONTROL NETWORK (SD-HPGN)
RSFB 2 47 . TRAVERSE POINT. ,� LD R S. 184 �.
FD. LEAD AND TAG MKD. RGE 32031 �� p P 8g° CO�,b Q = SET 2' X 24' PIPE WITH SAN DIEGO COUNTY ENGINEER TAG
PER MAP 12868 ON 5' OFFSET TO j �> ,� r $` R 3 2' aN '---�-
LOTS G AND 8, AND PER CFB R2211 `, t�7 & A r' 4 co M�IP 84 8° C, 4 C = SET HORIZONTAL CONTROL POINT AS NOTED.
�\
PG. G7. SEE CONTROL DIAGRAM ON C L7 �5 LC -
SHEET 2. 40, TRAY PT ��� ,� 4 CONCRETE MONUMENT PER {) - RECORD DATA PER MAP 8425 UNLESS OTHERWISE NOTED.
4 40 - R.O.S. 883. P.5. 184 AND
Zf� MAP 8425 WAS NOT FD_ [ ] = RECORD DATA PER R.O.S. 11376
\ FD. 3/4' PIPE AND TAG MKD. Q ' f` ��j POSITION ESTABLISHED ON < _ O
'RCE 32031' PER MAP 12868 v j " �� �i� PROJECTED BEARING BETWEEN - RECORD DATA PER R.O 5 1 429
----__ \ d- R.O.S. 14290. SEE DETAIL 'B'. cQ`� �` ° lp NW GOR. LOT 83 AND NE (R) = RADIAL BEARING
GOR. LOT 84. SEE P.S. 184
AND R.O.S. 15123. CFB = SAN DIEGO COUNTY SURVEYOR FIELD BOOK
----� N 84 34'14" �V o cr
----- SEE ETAIL 'A' 40' DOG- = RECORD DATA PER PARCEL 94- 0202 -A, AS PART OF ORDER OF
TIE LINE ONLY �\ ly 71-5 POSSESSION SUPERIOR COURT CASE NO. 64441 RECORDED ON
IV i f
j FEB. 21. 1g9G AS DOCUMENT NUMBER 1996- 0083974.
TIE LINE ONLY
w�c; f --- SURVEYOR'S STATEMENT
2
N 725157
° h/ 3.94'
, �, q ;�, -, 24.08' & DOC.
� 02 (S 73 29 31 E } THI5 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION
N 17°00'03" E 49.93' IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE
{N 16 °30'29" E 50.00' & DOC.) REQUEST OF THE COUNTY SURVEYOR, COUNTY OF SAN DIEGO BETWEEN DECEMBER
o � - 1884 AND MARCH 1886.
°gyp �d 1 8 4j 11 - 41 °30'00" RSFB 1
SEE DETAIL '1113' - R = 96.00' SET 2' PIPE AND BRASS DISK
' q '. Ln - PER GFB 82211 PG. G8. SEE
,.� L - 69.53 •�� .., f ��� �';,
° '20" E 525.66 _ ____ ---- ALSO PER K CO (A = 41 °30'00" CONTROL DIAGRAM ON SHEET 2
....... F N 85 41 'CJ D r-► ° v..
�- D - 31 °25'53" G.R. 5921. ��c�. y R = 96.00 ROSS W. GARL50 LS 4963 .'
-�° - y L = 69.53 & DOC.) SENIOR LAND SURVEYOR ��
r TIE LINE ONLY l a ` bS3
R = 139.99 DEPARTMENT OF PUBLIC WORKS EX p _
384 �S 73 °42,3 (D 31 25 00 L = 76.80 N \ c'6 COUNTY OF SAN DIEGO Z 3 97
6 4 1 E = Ory, r �;x ��, "5 ��,
\�N
561 73 , o - R _ 140.00 X6251, O� �- GENTERLINE 'L' STREET ���
L - 76.76') d� N �� �� 1 v �T� CVAGATED).
(S *4 1,12" lv 3) _..n.... , �
X19, r No o COUNTY SURVEYOR STATEMEN
ESTABLISHED BY
--. `v THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8726 OF THE LAND
INTERSECTION
2 , ti X2080 . '` ` SURVEYOR'S ACT THIS - -/3 7 %, - -- DAY OF - _,.7r" Uit/E - - -. 1g9G.
44 8 I' ' 2
r 8 P� R 8 01 C, TOM GARIBAY
1
D ET AIL l ,6q 6' P76q q2' 883) GENTERLINE INTERSECTION OF '12TH' RCE 22989 .,'
co R.p COUNTY SURVEYOR
S. AND 'L' STREET. NOTHING SET.
� POSITION ESTABLISHED BY BEARING - '.N COUNTY OF SAN DIEGO f ,2 4
BEARING INTERSECTION.
No. FD_ 1° OPEN PIPE AT W'LY BASE OF 4`� -,�-� ��NrfRLI v� BY. L's`
4' X G' WOOD FENCE POST- SEE �� FD 3/4" PIP AN T AG MKD. :J ,,. ht� aC47 ti6 12 th`' PHILIP J G URB N0. L.S. 4424
I I %' Exp. 8-, -�?
1' PIPE AND SD GO SURVEYOR TAG 'RCE 32031' PER MAP 12868 rr.> OF F4R Sr Rf`f7 - DEPUTY
PER GFB R554 PG. 2 AND R.O.S \ AND R.0.5. 14290. SHOWN v �27i SThft Ce
14280. DISTANCE TIES PER SAID FOR TIE ONLY. 7r'�r Nr FRL�/yE ��' C a
R.O.S. SHOW THAT THE 1' PIPE MAY n
HAVE BEEN DISTURBED BY FENCE ; FD. NAIL AND TAG MKD. 'RCE 32031 RE STATEMENT
CONSTRUCTION AND 15 NOT ` , NO RECORD. ON TOP OF 4' X G°
ACCEPTED HEREON. C) ct, WOOD FENCE POST. ACCEPTED AS FD. 4° CONCRETE MONUMENT WITH A
GENTERLINE INTERSECTION OF 'J' 1 1/2' DIAM. ILLEGIBLE BRASS DISK FILE NUMBER -) 991J
/N AND '12TH' STREET. AND NAIL AFFIXED ON TOP_ SEE 4" BASI OF BEARI FILED THIS -- / �! - - -- DAY OF /? - - -. 19%, AT
IL � O'GLOCK P- .M.
o GONG. MONUMENT PER R.O.S. 883 IN BOOK OF RECORD OF SURVEY MAPS AT PAGE -_1 ► -- AT THE REQUEST
"q,63, o THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, OF THE SAN DIEGO COUNTY SURVEYOR.
moo. N 85°41'20" 525.66 AND MAP 8425. ACCEPTED AS THE GENTERLINE INTERSECTION OF 'K' ZONE G. NAD 83 C CG583 BEARINGS WERE DETERMINED
BY CONSTRAINING TO THE
C AND '11TH' STREET. SAN DIEGO COUNTY HIGH PRECISION GEODETIG NETWORK C HPGN ) STATIONS 'LOMAX', GREGORY J. SMITH
q<C TfF 'SDGPS 17' AND '11 --07'. COORDINATE VALUES ARE AS PUBLISHED BY THE N.G_S_ AS FEE $0.00 COUNTY RECORDER/ CLERK
FD. TAG MKD. `RCE 32031' 73 °1112,. LI/y O/yL NAD 83 C 1992 ) AND ALSO SHOWN ON NETWORK SURVEY R_0.5. 14310 AS EPOCH NO FEE
REQUIRED PER COUNTY OF SAN DIEGO
/ IV -.. 1981.35. SEE CONTROL DIAGRAM ON SHEET 2 FOR NETWORK TIES TO THIS SURVEY, GOVERNMENT CODE SECTION 6103.
PER R.O.S. 14290. ON A 61 °
I F- I t - 23' ', 7 �` AS DERIVED BY 5TATIG GPS METHODS. QUOTED BEARINGS AND DISTANCES FROM
GONG. ROLLED CURB. SHOWN �F L/lyt- 20 F 0 q2' REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. BY:
k
FOR TIE ONLY. r 1q NO SCALE DEPUTY COUNTY RECORDER
CALIFORNIA COORDINATE INDEX C1927 DATUM) 322 -1595
ASSESSOR'S PARCEL NUMBER 264- 180 -04
1-45 2 RECORD OF SURVEY MAP No.
1
IDENTICAL POINT SHEET 2 OF 2 SHEETS
a�
LOMAX .,
FD. DISK MKD. AS SHOWN SURVEYORS NOTES=
IN A BOULDER PER R.O.S. 1) THIS NETWORK WAS CONSTRAINED HORIZONTALLY TO THE THREE 'B' ORDER SD -HPGN
' 14310. STATIONS 'LOMAX', '11 - 07' AND 'SDGPS 17' THE RESULTING POSITION SOLUTIONS INDICATE G Q ENG�
N 1,g81,547.828 THAT THE NETWORK MEETS GROUP G, ORDER 1 ACCURACY STANDARDS AS SPECIFIED IN .0 /4j
E 6,303,011.301. THE FEDERAL GEODETIC CONTROL COMMITTEE DOCUMENT 'GEOMETRIC GEODETIC
ACCURACY STANDARDS AND SPECIFICATIONS FOR USING GPS RELATIVE POSITIONING TEGH- HPGN -GA
NIQUES'. VERSION 3.0, REPRINTED WITH CORRECTIONS AUGUST 1, lg8q. HOWEVER, DUE TO
GQL ti FOPly �� �, CHARACTER OF MONUMENTS AND OTHER SPECIFICATIONS DUE TO NETWORK DESIGN, ETC.,
`° THE ORDER IS GROUP G, ORDER 2, GLASS II. O
2) CONTROL POINTS FOR THIS JOB CRSFB 1 AND RSFB 2) WERE ESTABLISHED IN COMMON
LOMAX �' GPS STATIC SESSIONS IN CONJUNCTION WITH A SEPARATE JOB IN A NEARBY AREA CELAP 1 SDGPS 17
AND FLAP PM1)
2 `
ON 1gg0
° 1973
SDGPS 17
� FD_ DISK MKD. AS SHOWN
fpN �,C,' s n PER R_O -S. 14310. ��
OF r N 1,878,748_GG4
E 6,285,831.155
ti
ey4
FLAP PM1
FD. STANDARD STREET
MONUMENT MKD. 'LS 4324' 660 -
g� PER MAP gG22, AND CFB _. v
ti O ENGP 82211 PG. 55-
G N 1,943,487.665 11 °2 3 � ` - GEO ��T �s
HORZ' j E tG,272,805.44G a N �C `C z
GNTRL SECOND ORDER CLASS II
ZANJA
M FD- GONG. MONUMENT AND
A�l 4° °° ,,, DISK MKD. AS SHOWN PER O
},. q CFB R2211 PG. G5. o z
N 1,g35.554.4G9
;? G� R5FB 1 4 �p , ti 3s E 6,267.234,552 1833
SECOND ORDER CLASS II
/v 4
�,,,:.�. -,� � GONG. � ° 304 °° �"°�•.,
SET 2 PIPE AND BRASS DISK SET 2" BRASS DISK IN � ABUTMENT MKD. AS SHAWN G0 ENGR-
MKD_ AS SHOWN PER GFB - `"" "M�
82211 PG. GB. PER CFB 82211 PG. 51. � HORZ
� -
N 1,864,155.330 �J N l.g4cG,115.245
OF Tk4� E 6,266.487.946 N 16 °5`� -`- E 6,270,567.Og5 GNTRL,.
Sj° SECOND ORDER GLASS II
Q �C.PGN GAL f O�� SECOND ORDER CLASS II ._.
3
v o z f - GAL FLAP 1 OA/ jqq4
STA 11 -07 a
1gg0 >
11-07 'q N
FD_ DISK MKD. AS SHOWN 0 v`" ry Q`� °4 ��
INSIDE A COVERED HATCH - �
z-
PER R_O_S- 14310. a p
N 1.962281.235 ---- ~~
E 6,247,272.614 W_
H s --� ��
pp p /� I O 13�.I ST. CVAGATED) S RSFB 2 I� I �I� ��f�LE "
�,
'� _ — 0° 32 12.9
'RGE D
031'DPER TAG MK. MAPD 2000 O 2000 4000 GROUND DISTANCE = GRID DISTANCE < SITrm
yam 12868 ON 5" OFFSET O.gG�1�16450 LONE JACK RD_ 0
TO LOTS G AND 8. AT 'RSFB 2'
,, AND PER GFB 82211 SCALE ONE INCH = 2000 FEET
� -' PG. G7. �
293t N 1,964,554.890 G 0
� E 6.262.284.050 D f-r1C ,
-' SECOND ORDER GLASS II /yO pTf
EL.= 132' +/- CNAVD '88)
" . GRID NORTH HL
NO SCALE
CONTROL DIAGRAM V I tA*;& 1 1 N I T'Yff Mm A P
CALIFORNIA COORDINATE INDEX 01927 DATUM) 322 -1Gg5
ASSESSOR'S PARCEL NUMBER 2G4- 180 -04