HomeMy WebLinkAbout14911; ROS 14911; ROS 14911; 01-02MONUMENT DESCRIPTIONS
~ FOUND 2• IRON PIPE WITH BRASS DISC STAMPED "RCE 13817" PER
MAP 7593, FLUSH. MONUMENT OFFSET 30.29 AT A RIGHT ANGLE TO THE
CENTERLINE OF JEFFERSON STREET.
FOUND 2• IRON PIPE WITH BRASS DISC STAMPED "RCE 1381 7" PER
MAP 7593, FLUSH. ACCEPTED AS A POINT ON TI-IE WESTERLY SIDELINE
OF JEFFERSON STREET.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "LS 3802" PER ROS
12779, FLUSH, ACCEPTED AS A POINT ON THE WESTERLY SIDELINE OF
JEFFERSON STREET.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "LS 3802" PER ROS
12779, FLUSH. MONUMENT OFFSET 29.98 AT A RIGHT ANGLE TO TI-iE
CENTERLINE OF JEFFERSON STREET. ACCEPTED AS A POINT ON THE
WESTERLY SIDELINE OF JEFFERSON STREET.
FOUND 2• IRON PIPE WITH BRASS DISC "RCE 1534" PER MAP 7694,
FLUSH. ACCEPTED AS A POINT ON THE WESTERLY SIDELINE OF
JEFFERSON STREET.
FOUND 2• IRON PIPE WITH BRASS DISC "RCE 1534" PER MAP 7694,
FLUSH. MONUMENT IS OFFSET 29.97 RADIAL TO TI-IE CENTERLINE OF
JEFFERSON STREET. ACCEPTED AS A POINT ON TI-IE WESTERLY SIDELINE
OF JEFFERSON STREET AND THE E.C. OF RS 8-4-3.
FOUND M-10 WELL MONUMENT STAMPED "RCE 1534" PER MAP 7694, DOWN
0.15', NOT ACCEPTED. MONUMENT N74 "32'01"E 1.11 FROM
POSITION SHOWN HEREON AND OFFSET 1.10 AT A RIGHT ANGLE TO THE
CENTERLINE OF JEFFERSON STREET.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HlWAYS RW"
FLUSH. MONUMENT S85"H'O+"E 0.-4-4 FROM POSITION
SHOWN HEREON AND OFFSET 29.59 AT A RIGHT ANGLE TO THE
CENTERLINE OF JEFFERSON STREET PER LO 3787. NO RECORD.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HIWAYS RW"
DOWN 0.1' UNDER AC PAVEMENT. MONUMENT
S79"08'07"E 0.-4-3 FROM POSITION SHOWN HEREON AND OFFSET 39.62
AT A RIGHT ANGLE TO THE CENTERLINE OF JEFFERSON STREET PER LO
3787. NO RECORD.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HIWAYS RW"
UNDER AC BERM. MONUMENT S79i9'2o·w 0.38 FROM
POSITION SHOWN HEREON AND OFFSET 39.62 N72%20'24"E AT A RADIAL
ANGLE TO THE CENTERLINE OF JEFFERSON STREET PER LO 3787.
FOUND LEAD AND BRASS TAG STAMPED "RCE 1534" ON TOP OF CURB, NO
RECORD. MONUMENT OFFSET 21.10 N89"00'08"E AT A RADIAL ANGLE TO
THE CENTERLINE OF JEFFERSON STREET PER LO 3787. NO RECORD.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HIWAYS RW"
PER MS 734, FLUSH. MONUMENT N87"-4-6'14"W 0.69 FROM POSITION
SHOWN HEREON AND OFFSET 40.65 S69"01'53"E AT A RADIAL TO THE
CENTERLINE OF JEFFERSON STREET. SEE NOTE 5.
FOUND 2• IRON PIPE WITH NO TAG AS SHOWN ON MAP 7694, UP 0.20',
NOT ACCEPTED. MONUMENT N47"+9'06"E 1.11 FROM CORNER SHOWN
HEREON AND OFFSET 28.99 AT A RIGHT ANGLE TO THE CENTERLINE OF
JEFFERSON STREET.
FOUND 1/2" REBAR WITH NO TAG, NO RECORD, NOT ACCEPTED.
S68"47'28"E 4.39 FROM POSITION SHOWN HEREON.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HIWAYS RW"
PER ROS 11988, DOWN 1.0'. MONUMENT N31"47'29"E 1.63 FROM
POSITION SHOWN HEREON AND OFFSET 29.73 S67"41'40"E AT A
RADIAL TO THE CENTERLINE OF JEFFERSON STREET PER RS 843.
FOUND 3/4" IRON PIPE WITH BRASS TAG STAMPED "DIV. HIWAYS RW"
PER MS 7 34, DOWN 0.5'. MONUMENT N71i 6'15"E 0.90 FROM
POSITION SHOW HEREON AND OFFSET 29.38 S61"47'50"E AT A
RADIAL TO THE CENTERLINE OF JEFFERSON STREET PER RS 843.
SEE SURVEYORS NOTE 5.
FOUND 1" IRON PIPE WITH BRASS TAG STAMPED "LS 2789" PER LOT
SPLIT MAP FOR DONALD BRIGGS JR., APPROVED 2/5/60. A COPY OF
WHICH IS ON FILE WITH THE CITY OF CARLSBAD CITY ENGINEER,
AND ROS 11988, FLUSH. MONUMENT OFFSET 1.05 EASTERLY AT A
RIGHT ANGLE TO THE CENTERLINE OF CARLSBAD ROAD PER RS 135.
FOUND 1" IRON PIPE WITH BRASS TAG STAMPED "LS 2789" PER LOT
SPLIT MAP FOR DONALD BRIGGS JR., APPROVED 2/5/60. A COPY OF
WHICH IS ON FILE WITH THE CITY OF CARLSBAD CITY ENGINEER,
AND ROS 11988, FLUSH. MONUMENT OFFSET 1.01 EASTERLY AT A
RIGHT ANGLE TO THE CENTERLINE OF CARLSBAD ROAD PER RS 135.
..ISea_ffCrest
Lngineering. inc.
R.O.S. MAP NO. 14911
~ FOUND 1• IRON PIPE WITH BRASS TAG STAMPED "LS 2789" PER LOT
SPLIT MAP FOR DONALD BRIGGS JR., APPROVED 2/5/60. A COPY OF
WHICH IS ON FILE WITH THE CITY OF CARLSBAD CITY ENGINEER,
AND ROS 11988, FLUSH. MONUMENT OFFSET 1.05 EASTERLY AT A
RIGHT ANGLE TO THE CENTERLINE OF CARLSBAD ROAD PER RS 135.
FOUND 6X6 CONCRETE MONUMENT WITH BRASS PIN PER MS 734, DO'M'-J
1.0'. MONUMENT N88"30'59"E 1.17 FROM POSITION SHOWN HEREON
AND OFFSET 20.78 EASTERLY AT A RIGHT ANGLE TO THE CENTERLINE
OF CARLSBAD ROAD PER RS 135. SEE NOTE 5.
FOUND 3/4" IRON PIPE WITH PLASTIC PLUG STAMPED ""RCE 33069" PER
ROS 11988, FLUSH. MONUMENT N11i8'05"W 5.61 FROM POSITION
SHOW HEREON AND OFFSET 15.23 EASTERLY AT A RIGHT ANGLE TO THE
CENTERLINE OF CARLSBAD ROAD PER RS 135. SEE SURVEYORS NOTE 4.
SURVEYOR'S NOTES
1. THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH ROAD SURVEY 135, ROAD
SURVEY 843 AND THE RIGHT-OF-WAY SHOWN ON CALTRANS LO 3787 IN ORDER
TO VACA TE A PORTION OF JEFFERSON STREET. HELD THE RECORD
DATA SHOWN ON RS 135, RS 8-4-3 AND LO 3787, UNLESS OHTERWISE NOTED.
2. IN ESTABLISHING THE PROPERTIES SHOWN IN THIS SURVEY I HELD THE RADIAL
BEARINGS CALLED FOR IN DD1 AND DD2. THE MOST NORTHERLY BEARINGS
CALILED FOR IN DD1 FROM THE CENTERLINE OF RS 135 TO THE
WESTERLY RIGHT OF WAY OF RS 843 DO NOT AGREE WITH THE CALL TO THE
RADIAL POINT SPECIFIED IN DD1 AND DD2. HOLDING THE RADIAL BEARING
FITS THE EXISTING FENCE ON THE NORTHERLY LINE OF DD1 AND THE SOUTHERLY
LINE OF DD2 AS ESTABLISHED BY THIS SURVEY.
3. DUE TO CONFLICTS BETWEEEN THE LOCATION OF MONUMENTS FOUND
PER MAP 7694 AND CITY OF CARLSBAD LOT SPLIT MAP NO. 32, IT WAS NECES-
SARY TO RE-ESTABLISH CARLSBAD ROAD, PER ROAD SURVEY 135. SEARCHED
FOR THE SOUTHEAST CORNER OF TRACT 3 OF MAP 1719 AND FOUND NOTHING,
THEREFORE, RE-ESTABLISHED THE SOUTHEAST CORNER OF TRACT 3 OF SAID
MAP FROM FOUND MONUMENTS SHOWN ON MAP 7593, RECORD OF SURVEY
12972 AND 12779. HELD THE RECORD DATA SHOWN ON ROAD SURVEY
135 (UNLESS OTHERWISE NOTED) TO RE-ESTABLISH CARLSBAD ROAD. IT APPEARS
THAT PREVIOUS SURVEYS HAVE ESTABLISHED THE INTERSECTION OF ROAD
SURVEY 135 AND THE WESTIERLY RIGHT-OF-WAY OF JEFFERSON STREET PER ROAD
SURVEY 843 AT THE ANGLE POINT OF COURSE ss2·29•oo·E AND S43i8'00"E,
HOWEVER, IT IS MY OPINION THAT THIS IS INCORRECT, SEE DETAIL SHEET 2.
4. RECORD OF SURVEY 11988 FOUND MONUMENTS SET ALONG THE CENTERLINE OF
CARLSBAD ROAD, RS 135, PER CITY OF CARLSBAD LOT SPLIT 32 AND ACCEPTED
THEM AS BEING ON THE CENTERLINE OF RS 135. THESE MONUMENTS WERE NOT
ACCEPTED AS BEING ON THE CENTERLINE OF RS 135 FOR THE PURPOSE OF THIS
SURVEY.
5. THE MONUMENTS SHOWN ALONG INTERSTATE 5 AND JEFFERSON STREET SET BY
CALTRANS ARE SHOWN HEREON AS THEY RELATE TO THE RE-ESTABLISHMENT OF
RS 135 AND RS 843 PER THIS SURVEY. IT IS NOT THE INTENTION OF THIS SURVEY
TO DISPUTE THE ALIGNMENT OF INTERSTATE 5.
N 0 10' E'SMT.
SEE E'SMT. NOTE 1
LEGEND
e FOUND POINT AS NOTIED.
0
□
SET .3/4" x 18" IRON PIPE TAGGED R.C.E. .33069.
UNLESS OTHERWISE NOTIED.
SET 2" x 24" IRON PIPE TAGGED R.C.E . .3.3069.
UNLESS OTHERWISE NOTED.
RECORD OR CALCULATED DATA PER MAP 1719. (#1)
(#3)
(#2)
(#4)
RECORD OR CALCULATED DATA PER RECORD OF SURVEY 3312.
RECORD OR CALCULATED DATA PER SAN DIEGO COUNTY ROAD SURVEY 843.
RECORD OR CALCULATED DATA PER MAP 7593.
(#5) RECORD OR CALCULATED DATA PER MAP 7970.
(#6) RECORD OR CALCULATED DATA PER MAP 7694
(#7) RECORD OR CALCULATED DATA PER RECORD OF SURVEY 12972.
(#8) RECORD OR CALCULATED DATA PER RECORD OF SURVEY 12779.
(#9) RECORD OR CALCULATED DATA PER CALTRANS MAP L0.3787.
(#10) RECORD OR CALCULATED DATA PER DONALD BRIGGS, JR. LOT SPLIT MAP
NO. 32 ON FILE WITH THE CITY ENGINEER OF THE CITY OF CARLSBAD.
(111) RECORD OR CALCULATED DATA PER RECORD OF SURVEY 11988.
DD1 RECORD OR CALCULATED DATA PER DEED RECORDED AS DOCUMENT NO.
87-659024 ON NOVEMBER 25, 1987.
DD2 RECORD OR CALCULATED DATA PER DEED RECORDED AS DOCUMENT NO.
84-367-4-93 ON SEPTEMBER 27, 1984.
NEW PROPERTY LINE PER CITY OF CARLSBAD LOT LINE ADJUSTMENT
PLAT NO. 455 ON FILE AT THE CITY OF CARLSBAD AND CERTIFICATIE
OF COMPLIANCES: RECORDED MARCH 1, 1995 AS DOCUMENTS 1995-0087947
AND 1995-00879-4-6 RECORDED MARCH 2, 1995 AS DOCUMENT 1995-0090296.
PROPERTY LINE PER DD1.
\
\
\
\
\
\
SET LEAD & TAG \
IN P.C.C. DRIVEWAY \
\
SITE
JEFFERSON ST.
LAS FLORES
PACIFIC
ROAD CLOSED TO VEHICULAR
TRAFFIC ONLY BY RESOLUTION OF OCEAN
BOARD OF SUPER~SORS DATED
28 JUNE 1948, RECORDED
1 JULY 1948, FILE NO. 65327 OF O.R.
VICINITY
CARLSBAD VILI..AGE DR.
EL CAMINO REAL
MAP
SCALE: 1''=50'
SHEET 1 OF 2 SHEETS
RECORD OF SURVEY
A PORTION OF TRACT 2 OF LAGUNA MESA TRACTS, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO THE
MAP THEREOF NO. 1719 FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, JUNE 20, 1921, ALONG WITH A PORTION OF CARLSBAD
ROAD AS SHOWN ON SAN DIEGO ROAD SURVEY 135.
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE WESTERLY SIDE LINE OF
JEFFERSON STREET AS SHOWN ON RECORD OF SURVEY 12972
I.E. N00'02'00"W
NON-PLOTT ABLE EASEMENTS
1. EASEMENT GRANTED BY WM G. KERCKHOFF COMPANY A CORPORATION
FOR GENERAL UTILITIES RECORDED 2.3 DECEMBER, 1940 IN BOOK 1101,
PAGE 480 OF OffiCIAL RECORDS.
EASEMENT NOTES
1. ROAD EASEMENT GRANTED TO ROBERT ANDREW BORDEN AND MERRY BORDEN
RECORDED 29 JUNE 1965, AS FILE NO. 116239 OF OFFICIAL RECORDS.
2. SEWER ESAEMENT GRANTED TO CALIFORNIA FIRST BAMK, A CALIFORNIA BANKING
CORPORATION, RECORDED 25 NOVEMBER 1987, AS FIL£ NO. 87-650921 OF OFICIAL
RECORDS.
SURVEYOR'S ST A TEMENT
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 DANIEL L. MUHE AND PATRICIA JANE
MAHY, BETWEEN AUGUST 1993 AND APRIL 1994. ~~--CONRAD C. HAMMANN, R.C.E. 33069 fES
DA TIE SIGNED
(/J CONRAD C. HAMMANN z.
<..') R.C.E. 33069 rri
EXPIRES 6 /.30 /98
COUNTY SURVEYOR'S ST A TEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
LAND SURVEYOR'S ACT THIS~ DAY OF .:;rL/NE 199$'
TOM GARIBAY
RCE 22989
COUNTY SURVEYOR
BY:?44/~
PHILIP J. GIURBINO, PLS 4424
DEPUTY
I ATEME'}JT
Nv.l.S4424
FILE NO . .....L......_,,.-,,....=...=:~-,;.;-FILED THIS .ZJ. '1DAY OF ~"-"::i.:11''-----
199L AT -"="-="-N THE BOOK OF RECORD OF SURVEY MAPS AT
PAGE -' AT THE REQUEST OF CONRAD C. HAMMANN.
FEE: $7.00 R.F.
$1.00 M.F.
GREGORY J. SMITH
COUNTY RECORDER
BY:~-~._/
DEPUTY COUNTY RECORDER
CALIF. COORD. INDEX: 366-1659
APN 155-180-17,18,32 & 33
Plot date: 01 /27 /95 at 18: 45
JN 1044
PROCEDURE OF SURVEY
SCALE: 1''=1 oo'
SBAD AD._
L4
V / \ ~ \ "-.'-------7 7 4 ( 0. 00 ff\ 1, lf1 O 1 ) B111tsi @ .
26.80~ )~
15.00 (15.00 #10, 15.03 #11)--./
36.63 (36.61 #10, 36.66 #11) --./
/
./ LJ\ GO OJ\J
* MEASURED AND RECORD DATA
LINE BEARING
L1 (N 45·50'00" E
L2 (S 16'36'00" W
LJ (N 03'31 '00" E
L4 (S 03'59'00" E
LS (N 23'44'00" W
LS (N 23'44'00" W
L6 (S 52'29'00" E
L7 (S 43'18'00" E
LS (S 21 ·35·00" E
L9 (S 00·02·00" E
L10 N 00'02'00" W
L10 (N 00'02'00" E
L10 (N 00·02·00" E
L10 (N 00·02'00" E
L10 (N 00'32'42" E
L17 N 17'41'00" W
L17 (N 17'41'00" E
L17 (N 17'43'00" W
L17 (N 1 7'09'24" W
L18 (N 00·02'00" W
L19 N 17'41'00" W
L20 N 17'41'00" W
L21 N 03 '59'00" E
L21 (N 03'59'00" E
L22 N 03'59'00" E
L22 (N 03'59'00" E
..!Sea..!Crest
Lngineering. inc.
DISTANCE NOTE
69.18) (#1) *
80.63) (#1)•
··-
86.17) ( #1 )•
378.42) ( #1) *
65.80) ( #1 )*
65.82) (#DD1) I
123.00) (#1 )*
100.00) ( #1 )·
100.01) (#1 )•
201.61) ( #1 )·
488.36
488.36) (#2)
488.63) (#3)
488.37) (#6)
488.45) (#8)
252. 01
252.01) (#2)
252.01) (#6)
252.02) (#9)
223.13) (#1 )•
146.06
14. 29
159. 92
159.92) (DD1)
101. 22
101.22) (DD1)
LINE BEARING DISTANCE NOTE LINE
L23 N 03'59'00" E 58.70 LJ4
L23 (N 03'59'00" E 58 70) (DD1) LJ4
L24 N 89'34'56" E 67.78 LJS
L24 (S 84'01 '28" E 67.35) (DD1) L35
L25 S 73'05'08" W 71.99 LJ6
L25 (S 78'49'50" W 69.30) (DD1) L37
L26 N 77'0756" E 83.41 LJ8
L26 (N 77'0756" E 80.08) (DD1) L39
-L27 N 22'51 '26" W 191.90 L41
L27 (N 22'19'50" W 191.74) (#9) L42
L27 (N 22 ·45' 44" W 191.61) (#11) L43
L28 (N 32'03'01" W 5. 7 4) ( #11) L44
L29 N 30·14'16" W 185.93 L44
L29 (N 29·42'39" W 185.93) (#9) L45
L30 N 00'02'00" W 92.35 L45
LJO (N 00·02·00" w 9 2.45) (#3) L46
LJO (N 00·02·00" w 92.39) (#7) L46
LJO (N 00'32'42" W 92.35) (#8) L47
LJ1 (N 00·02'00" w 66.91) (#3, #5) L48
LJ2 N 00·02·00" W 44.00
LJ2 (N oo·os·oo" w 44.00) (#4)
LJ2 (N 00'02'00" W 44.00) (#5)
LJ2 (N 00'32' 42" W 44.04) (#8)
LJ3 N 00·02'00" W 96.05
LJ3 (N oo·os·oo" w 96.00) (#4)
c-r
J\Jjj\ p
BEARING DISTANCE
N 00·02'00" W 711.49
N 00·02•00" W 711.49
N 52'29'00" W 133.48
(N 52'29'00" W 1 28.16)
N 17'41'00" W 21.98
N 52'29'00" W 10.48
N 43'18'00" W 13.83
N 17'41'00" W 3.87
N 17'41'00" W 91.66
N 17'41'00" W 38.65
N 17'41'00" W 53.01
(N 1 7'09'24" W 13.65)
N 17'41'00" W 13.65
(N 4'38'38" E 26.93)
N 4'07'02" E 26.93
N 17'41'00" W 69. 71
(N 17'43'00" W 70.13)
N 17'41'00" W 91.66
(S 21 '35'00" E 65.14)
w ~ a:
0
f:3 I a:
0 _J u.
~ "-L4B \ ')~
0
(_\)
\
-r ,J I' r' -r .r-1.,\ L;
NOTE
( #1)
(D01)
(#9)
(#9)
(#6)
(#1 )•
CURVE
Cl
C2
C2
C3
C4
C4
cs
C6
C6
C7
Cl
CB
C9
C9
C9
c10
C10
C11
C12
C13
C13
C14
C15
C15
~ C16 ' · Cl 6
C17
R.O.S. MAP NO. 14911
SHEET 2 OF 2 ·SHEETS
C9
DELTA
2
-J2 7 7 8
J\JJj\ p
P.0.8. RS 84-J
L10 STREET--
>--<i: tu
3:1 ~
< >-t-w Cl) ...J -< >m
~I~ w w
ffi ~ ,_,
30 1 30
(100.00 #3) \ (229.00 #3,#5) / L31 ~ L32
\ (100.18 #8) \ 1 35 I i /
<>l I\\ (N 00'32'42" E-295.91 #8) ~11 I
" \ I / I 1---. I ~ ~ --396.18 (396.08 #7) -1-_,.. I I /
CD n\"~-~----( 21.43 #3) ____ / 1 1:f}. ~ I ~ I c2~ \ '----_,,,-/ t== Ii'= 1
I .._,VJ ~ ~-488.36 (488.47 #7) ____ _____.. /
3: a::: N 00"02'00" W -532.36 ----__,.-,
CD I= u (N 00'32'42" E -532.48 #8) Q ,_gm cc I~~
Ol 00
I 00~
VJ -.t-
RADIUS
,) 0 ... , .r-1 \ U
ARC
BASIS OF ~GS
NOTE
40'59'14" 400.00 286.14
P.0.8. RS 135 PER
MAP 1719
L33
OJ
0 n
0 n R4W
R6W
43'06'36" 400.00 300.97 100 0 100 200 300 Feet
(43'06'37" 400.00 300.97)
25'28'35" 500.00 222.32
42'13'26" 500.00 368.47
( 42·13'26" 500.00 368.47)
17'41'00" 1000.00 308.63
17'41'00" 970.00 299.37
(17'41 '00" 970.00 299.37)
33·35'45" 460.00 310.02
(38'37'28" 460.00 310.10)
17'13'50" 430.00 129.94
07'30'28" 970.00 127.09
(07'30'26 970.00 127.10)
(07"30'44 970.00 127.18)
10·10•45" 970.00 172.28
(10·10'34" 970.00 172.28)
(67'42'01" 500.00 590.80)
(84"05'50" 400.00 587.11)
05·53'24" 430.00 44.20
(05'53'24" 430.00 44.20)
22·35'40" 430.00 168.57
10"48'00" 430.00 81.05
(10'48'00" 430.00 81.05)
06'30'50" 430.00 48.89
(06'30'50" 430.00 48.89)
45'47'54" 430.00 343.71
(#9)
(#9)
(#2,#6)
(#6)
(#9)
(#3, #6)
(#7)
(#6)
(#9)
(#2)
(R) TO (R)
(#11)
(D01)
(D01)
r..sc:: .... ....:::::i'""'B::J'""'3::J'""'..r:j;l ....,.....,.....,.....,.g::1 ========::11....,a....,a....,a....,a~I
n ,t-oo
VJ D:'.
u
CD
l() 0
tO -.t-
! ~ L42
0 n
------
ACCEPTED AS THE P.O.B.
FOR DD1 AND DD2. SEE
SURVEYOR'S NOTE.
DETAIL
SCALE: 1 "=30'
n -.t-
CX)
V)
0:::
u w
Ol c,,
<D
Ol + r--
CALIF. COORD. IN.DEX: 366-1659
APN 155-180-17, 18, 32 &: 33
Plot date: 01 /27 /95 at 18: 45
JN 1044
-----------------------------------------·---~---·-