HomeMy WebLinkAbout21798; ROS 21798; ROS 21798; 01-04~ I:)
EL if~ # cs CAMINO ~ & MIRACOSTA COUNTRY
CLUB COLLEGE
NOSCIJ..E
§ ~
~ N ~ '
--
-0'34'58.710·
CONVfRGENCE ANGLE AT
STATION NO. 88
EL=J17.176' N.G. V.D. 29
---
GRAPHIC SCALE
!500 0 250 !500
I c::-----=i
, I
( IN FEET }
1 inch = 500 ft.
1000
I
R. OF S. MAP NO. 2_ ( 7 ~ g
RECORD OF SURVEY OF1
A PORTION OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO,
STA TE OF CALIFORNIA, ACCORDING TO PARTITION MAP NO. 823, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896, MORE PARTICULARLY
DESCRIBED IN GRANT DEED RECORDED MAY 3, 1973 IN DOCUMENT NO. 73-118243, AND
GRANT DEED RECORDED OCTOBER 15, 1976 IN DOCUMENT 76-340083, IN THE OFFICE OF SAID
COUNTY RECORDER. LEGEND
SHEET 1 OF 4 SHEETS
TOGETHER WITH A PORTION OF HA YMAR DRIVE AS SHOWN ON
PARCEL MAP NO. 18502, RECORDED JULY 10, 2000 AND A
PORTION OF MARRON ROAD AS OED/CA TED PER PARCEL MAP NO.
19260, RECORDED JUNE 23, 2003, IN THE omcE OF SAID
INDICATES SET A 1"x18" IRON PIPE WITH DISC MARKED "LS. 7019"
UNLESS OTHERWISE NOTED
COUNTY RECORDER. .------------------
' SEE SHEET J
0
•
@
INDICATES FOUND J/411 IRON PIPE W\DISC STAMPED "L.S. 3189
PER ROS 12936 UNLESS OTHERWISE NOTED.
1
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--
PARCEL 1
PM 18502
...
A.
( )1
( )2
( )3
[]
INDICATES FOUND 1" IRON PIPE W\DISC STAMPED
"DIV HWYS" PER M.S. 597
INDICATES 1ST ORDER G.P.S. CONTROL STATION AS NOTED
IND/CA TES FOUND STREET SURVEY MONUMENT WITH BRASS DISC
STAMPED •R.C.E. 26433" PER MAP 11477 UNLESS OTHERWISE NOTED
INDICATES RECORD DATA PER ROS 12936
INDICATES RECORD DATA PER ROS 19465
IND/CA TES RECORD DA TA PER MAP 10128
IND/CA TES RECORD DA TA PER M.S. 597
----IND/CA TES MUNICIPAL BOUNDARY UN£
S.N.F. IND/CA TES SEARCHED, NOT FOUND
BASIS OF BEARINGS .--. -------------, :::0 ~ r--1 ~
{:g•, ~PARCEL A
)::,. 'f::JPM 19261
CJ rt,
THE BASIS OF BEARINGS FOR THIS A.L. T.A. IS THE CALIFORNIA COORDINA T£
SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING BET'M:EN 1ST
ORDER G.P.S. STAnON 88 {CLSB-088) AND 1ST ORDER G.P.S. STAnON 87
(CLSB-087) PER ROS 17271.
FOUND 2" IRON PIPE
W\OISC STAMPED "L.S.
3189• PER MAP 10128.
I
PORTION OF I
I UNNUMBERED LOT
ROS 19465 I
FOUND 1" IRON PIPE W\WOOD PLUG, NO
TAG. UP 0.8' AND LEANING N'L Y. ACCEPTED
AS MONUMENT NOTED ON ROS 12936 AND
AS POINT ON LIN£ RE-ESTABLISHED BY
BEARING DISTANCE INTERSECTION. SEE
DETAIL ON SHEET 3.
1ST ORDER G.P.S.
STATION NO. 87
N 2008964.898
E 6233860.486
EL=165.J6' N.G. V.D. 29
FOUND 2" IRON PIPE
W\DISC STAMPED "L.S.
5016" PER CERT!FICA TE
OF CORRECTION FOR
MAP NO. 11374. I
I
(---
~ON
ROAD
\
DETAIL •A•
N. T.S.
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Engineering I Survey
I AGUA HEDlbNDA
I RANCHO
ROS I 12936
L ____ _
· PURPOSE OF SURVEY:
ROS 630
THE PURPOSE OF THIS SURVEY IS TO PROVIDE A PROCEDURE OF SURVEY FOR AN APPROVED
TENTA TlVE MAP (TM) NO. 11-04, FINAL MAP AND ASSOC/A TED ROAD RIGHTS-OF-WAY IN
CONNECTION WITH SAID MAP.
I
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I
~oN=-=-
1 PARCEL 8
PM 19260
,__ _____ _
/.£, NORTH 76'15'oo· ~ST
DISTANCES SHOWN HEREON ARE GROUND DISTANCES. TO OBTAIN GRID
DISTANCES MULTIPLY DISTANCES BY 0.999948180. GRID = GROUND X
COMBINED SCALE FACTOR.
SURVEYOR'S STATEMENT
THIS MAP CORRECTl. Y REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT
THE REQUEST OF Mc!.IIWN HOME~,..:S:-,
GARYL.HIJS..LS. 7019
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURllfYOR'S ACT THIS~~~
TERRENCE T. CONNORS, P.LS. 5099
COUNTY SURVEYOR
RECORDER'S STATEMENT
FILE NO. 2ol&(-07f'3 2.fZ...
FILED THIS L_ DAY OF SEPT , 2014 AT~ O'CLOCK I' M:, IN THE BOOK OF
RECORD OF SURVEY MAPS, AT PAGE -AT THE REQUEST OF GARY L. HUS.
FEE: $ 16.00
ERNEST J. DRONENBURG, JR.
COUNTY RECORDER
BY: ~J~
DEPUTY COUNTY RECORDER
APN 167-040-11, 21
---------~~~-ft'R=---= --ATE_
FOUND 1/2" SQUARE PIN
PER ROS 630. LEANING
-NORTHERLY. NOT USED.
MONUMENT PER MAP
10128 NOT FOUND.
\
\
DETAIL •e•
N. T.S.
ROS 19465
NOTE 1:
SEARCHED FOR MONUMENT SET
PER ROS 19465. NOT FOUND
RE-ESTABLISHED BY COMPASS
RULE ADJUSTMENT USING DA TA
FROM PM 8520. NOTHING SET.
NOTE 2:
SEARCHED FOR MONUMENT SET
PER M.S. 597. NOT FOUND
RE-ESTABLISHED BY COMPASS
RULE ADJUSTMENT USING DA TA
FROM M.S. 597. NOTHING SET.
R.
"E-1r
PER M.S. 851
SEE NOTE 2
SEE NOTE 1 AT LEFT AT LEFT
FOUND 1" IRON PIPE
W\DISC STAMPED nl.S.
4088" PER C.R. 5070
PORTION OF UNNUMBERED LOT
FOUND 2" IRON PIPE
W\DISC STAMPED "L.S.
1162" PER ROS 5342
1994.69')1
FOUND 2· IRON PIP~.L;;::=. __ J;;['[' __________________ .!.1~99~42.7!3'------------1 W\DISC STAMPED "L.S. (N85'56'46 £
1162" PER ROS 5342 N86'02'1J"E
66 I I
\
\
'
FOUND 2n IRON
PIPE W\DISC
STAMPED nl.S.
1162" PER ROS
5342
laa.
S36'43'11 "W
30.13' TTE
EXAGGERATED
FOR CLARITY
<i{ 51
44 :?_;,,,.
~\
PROJECT DESIGN CONSULTANTS
Planning I Landscape Archite_cture I Engineering I Survey
RANCHO
AGUA HEDIONDA
ROS 12936
1ST ORDER G.P.S.
STATTON NO. 88
N 2008184.293
E 6237050.522
EL=317.18' N.G. V.D.
POR. OF
LOT "J"
LOT "C"
MAP 823
-----,----
\
MAP 11477
OF S.
RELINQUISHED TO THE
CITY OF CARLSBAD PER
DOC. NO. 53001,
RECORDED 03/29/68
MAP NO. 2(7 / g
LOT "H"
LINE
L1
L2
L3
L4
L5
LB
L7
LB
L9
SHEET 2 OF 4 SHEETS
GRAPHIC SCALE
200 0 100 200 400
~--l'--' __ 1
( IN FEET }
1 inch = 200 fl
175 174 173
-----
MAP 11476
TAMARACK
LINE TABLE
MEASURED RECORD
BEARING LENGTH BEARING LENGTH
N00"51'53"E 30.92' fNOO'J4'06"£ 31.00')CR 5070
N00'51'53"E 141.86' fNOO'J8'51°W 142.64')PM 8520
N69'J9'28"W 18.07' fS72'16'21"E 18.06')PM 8520
N69'43'4rw 68.64' (S72'16'21"£ 68.65')PM 8520
N49'20'59"E 151.73' fN46'49'09"E 15176')PM 8520
NBJ'46'25"E 223.55' (N83'09'24"£ 223.49'7
N69'32'30"E 144.06' (N68'56'14•[ 144.0J'l
N84'02'19"W 66.50' [S84'J9'14uE 66.48']
N54'46'J6"E 66.63' ( N54 'I 2'28"[ 66.68'1
I")
1-w w
I
(J)
w w
(J)
APN 167-040-11, 21
-0'J.f.'5a710"
CONVERGENCE ANGLE AT
STATTON NO. 88
EL=J17.176' N.G. V.D. 29
GRAPHIC SCALE
200 0 100 200
1
'
1
( IN FEET)
1 inch "' 200 ft.
RELINQUISHED TO THE
CITY OF CARLSBAD PER
DOC. NO. 53001,
RECORDED OJ/29/68
400
L.0. 27501.3
N
r-w w :r:
U)
.
(N85'56'46"[
N86'02'1 J"E
MEASURED
LINE BEARING
L10 N70'36'16"£
L11 N53'52'54"E
L12 N11"37'15"E
L13 N71'07'J6"W
L14 N28'J2'25"W
L15 N89'56'20"£
L16 N51 'J5'17"£
SEE SHEET 2
PORTION OF
1994.69')1
1994.73'
FOUND 2" IRON PIPE
W\DISC STAMPED "L.S.
1162" PER ROS 5342
LINE TABLE
RECORD
LENGTH BEARING LENGTH
160.25' I N70'00'08"E 160.25'}
60.78' [N5375'00"£ 60.91'1
91.27' [N11'00'24"£ 91.21'7
97.96' [S71'23'57"£ 97. 79'1
46.16' (S29'38'27"£ 45.BO')MS 649
97.33' (N89'21'52"E 97.35')MS 649
180.91' {N51 '01 '21 "E 180.95'}MS 649
,i •:u:,.",:L17 w 8'2 w NBOV7'10"£ 17.12' (N79'32'45"£ 17.12')MS 649
U) 20. 9 1')1 L18 N82i7'31"£ 32.22' (N81 '43'12"E
L19 N28'42'58"£ 25.12' (N2BV9'19"£
L20 N63'50'06"£ 67.80' (N63'48'20"E
L21 N84'51'57"E 126.69' (N84'49'50"E
{N8479'28"E
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Engineering I Survey
32.23')MS 649
25.12')MS 649
67.83')1
126. 72')1
135.48'1
NOTE 1:
POSITION FALLS ON STEEP
HILLSIDE OF CONSTRUCTTON
DEBRIS. NOT PRACTTCAL TO SET.
NOTE 2:
SET GIN SPIKE & WASHER
STAMPED PER LEGEND.
· UNNUMBERED
RANCHO
R. OF S.
LOT
FOUND 1" IRON PIPE
W\WOOD PLUG, NO TAG. UP
0.8' AND LEANING N'L Y.
ACCEPTED AS MONUMENT
NOTED ON ROS 12936 AND
AS POINT ON LINE.
AGUA HEDIONDA
I
I a I .
I
ROS 12936
MAP 11476
TAMARACK
MAP NO.
----_... SHEET 3 OF 4 SHEETS
SEE SHEET 4
PARCEL 1
PM 18502
FOUND 2" IRON PIPE W\DISC
STAMPED "LS. 6427" PER
PM 18502. ACCEPTED AS
THE N.E. CORNER OF THE
SUBJECT PROPERTY
FOUND LEAD & DISC IN
BOULDER STAMPED "R.C.E.
23909". ACCEPTED AS
MONUMENT PER PM 10749.
PARCEL 8
PM 19260
CITY OF OCEANSIDE -------------------------CITY OF CARLSBAD
FOUND 2" IRON PIPE,
NO DISC. ACCEPTED
AS MONUMENT PER
ROS 12936
APN 167-040-11, 21
-O"J4'5B.710•
CONVERGENCE ANGLE AT
STATION NO. BB
EL=J17.176' N.G.V.D. 29
PORTION
R. OF S. MAP NO.
SHEET 4 OF 4 SHEETS r-------------------------------------------------------------------------------------------------------,
N10"59'2J"W RAD
/ AB.81'
(N11"06'11"W RAD
48.B1JPM 18502
HIGl-iWAY
I I 'OUND 2" IRON PIPE W\DISC I SET GIN SPIKE AND STAMPED •L.s. 6427" PER
78
PARCEL 1
I WASHER STAMPED PER I 'M 18502. ACCEPTED AS
• LEGEND ~ :c: ~I~ THE N.E. CORNER OF THE PORTION OF HA YMAR DRIVE
I a 9 -< -< SUBJECT PROPERTY VACA TED AND CLOSED TO PUBLIC
• 3 g ~ I ~ USE, AND GENERAL URL/TY OF I I\,)~ I . I EASEMENT RESERVA RONS PER
I ~ ~ ~ 8 FILE NO. 1999-0313440, D.R.
PM 18502
GRAPHIC SCALE
0 25 50
•
i
( IN FEET )
1 inch = 60 ft.
FOUND STREET SURVEY
MONUMENT WITH BRASS DISC
STAMPED •Ls. 6427" PER
. PM 18502.
FOUND LEAD & HOL£
ACCEPTED AS POINT ON THE.___
SOUTH RIGHT OF WAY OF
HA YMAR DRIVE PER PM 18502.
100
i
FOUND STREET SURVEY
MONUMENT WITH BRASS DISC
STAMPED "LS. 6427" PER
PM 18502.
I <.o ~ 1 rr, RECORDED 05/07/1999
I ~ ~ v,I ~ • \ I ;.._, ?> OJ I <-FOUND 2 IRON PIPE W DISC
I -S: ~ ~ ~ STAMPED •Ls. 6427" PERi-_.
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i--~~
t ___________ 1 ___ l~---------------------------------------------------------------------------___________ J r--±-L~-~-------------------------------------7--------------------------------------------:
I clc z~I
UNNUMBERED LOT : i 9 '1 .~:.~ ~~11 ~~: PARCEL A t%11 :\i;gf~4;);gN.;[;, :
I -cc I "' ::.:: '"' ::.:: ~ -cxi FOUND J/4" IRON PIPE • 9260 I ~~ •. ~ _") .ll"5 1 "51 1 -I ~ ·1 27214 PER PM 1
RANCHO AGUA HEDIONDA
I . --:. ~ er;, I a (t1=o79 ,26 .. :--l ~ i;! a I PM 19261 !"Tl~ W\DISC STAMPED "R.C.E. I
I ~ t{ '1 ~ 61 ~ R=r3258.00' ~~I ~~I ~~I 27214• PER PM 19260
I ~ ~ . ~ I ~ L=18.42'}PM 19260 S2 ~ I :.:: ;o I O I 200_58')PM 19260 _...., I
I I t1=0'19'2r -i £2 I -i ~ I I 9'42"£ 200.661 I
I I R=J258.00' c::i I I PM 19260 I (~~::5•31•£ I
I I L=18.44' I PM 19260 I 07' L=:1 37·56') ---I I PM 19260 I (t.=2'43'31n R=2892· 13756' ._ I I I (t:.==1'53'11" R=2892.07') I (N86'51'J6"E 64.83') I LF2'43'J1· R=2892.07' L= .
II S.N.F. t1=1'53'11• R=2892.07' N86'57'25"E 64.83' _J
N04"55'13UW RAD_ -
I L=95.22' (L=95.22') .--G[NT 2oo.49')PM 19260 _ -~........ ____ I
I "t) ~ I NON-TAN '/6n[ I Q 1~ i 3::, PM 19260 ~ I (N84"58 ___ 200.43' --==a--FOUND STREET SURVEY I
1
1 ~ Ii 2 ij 'iioo·3a'o3•E-RAD--( -5.72,37,, ~ R=JJoo.oo· L==~1
1
9
9·2
28
4IPM 19260 1 NB5'02'41 ·E_ ROAD MONUMENT w\BRAss Disc· :
:
~n ·,~----....:: ~-NON-TANGENT_ ;;'J2'J4" R=JJ00.00' L=,.1 · -----=r.1r--STAMPED ·R.C.E. 21214• I
•WT PER PM 19260 N FOUND STREET SURVEY MONU,!Jc.,
I ~ .._ .._ MARRO . W\BRASS DISC STAMPED R.C.E. N04'56'38"W RAQ__ _ I
I ~ ~ ~ ~ NOO"J7'20"E RAD--~ 27214" PER PM 19260 !NON-TANGENT __, I
I ~ I~ ~ io NON-TANGENT i'ii 193.66' 1
I ~ · -3 ~ V> NB5'0.3'15•E 19J.66')PM 19260 I
I t:, 0 (N84'58'~9"£ FOUND LEAD & DISC I
I S.N F. A-5•71'17• R=3342.00' LL=332222.00r STAMP~ "R.C.E. I
I · · . u-., ' == · 27214 PER PM 19260 I \ NOO'J4'J9"E RAD /J==S-31'17" R==3342·00 I \...! --------FOUND LEAD & DISC I
I I Q NON-TANGENT STAMPED "R.C.£ I
I _ I~ -t 27214" PER PM 19260 GRAPHIC SCALE I --...., -< I 1 ~~ ~ a PARCEL 8 -40 ° 20 ,4() 80 I ~~ I 9 ..,, 1111 I I I -~~~---· PM 19260
PROJECT DESIGN CONSULTANTS I I' ~ · · . . . I ~----L--~-------------------------~--------------------------------------------------------~ Planning I Landscape Architecture I Engineering I Survey APN 167-040-11, 21