HomeMy WebLinkAbout13883; ROS 13883; ROS 13883; 01RECORD OF SURVEY NO. 13883
----+---N 65'28'28" W -390.78' {N 55·29•54• W -390.79t
POB
CURVE DELTA RADIUS ARC
C1 32'55'.:55" 35.00 20.11
D. PUNCHED BRASS CAP IN WELL
CE 1136 PER PM 10175.
SHEET 1 OF 1 SHEET
OPEN SPACE
R~STRIC11ON c>
/ V
,,,?-/
N 55•35•2a• W -259.10
-+-{N 65'36'51" W -259.07
LINE
L1
L2
L3
L4
BEARING
{N 65°29154" W
{N 40·34•20" E
{N 15·55•24• W
{N 63'31 '49" W
DISTANCE
103.87}
1.47}
4.06}
11.69}
C
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z 1P c,, c,,
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0
N 55·35•2a• W -74.20 o
{N 55·35•51• W -74.20} 0
(ROTA TED CW 0'01 '26")
LINE BEARING DISTANCE
L 1 N 65"28'2B" W 103. 87
L2 N 40"35'46" E 1.47
L4 N 63'30'26" W 11. 73
C2 25'23'21" 55.00 24.37
C3 15·15'37" 25.00 7.09
C4 14·2a'3s" 55.oo 13.90
cs 23'05'11" 35.00 14.10
CB 23'06'21" 25.00 10.01/
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~~~
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FD 1/2" REBAR W/PLASTIC
PLUG LS 4391 PER CR 8153. L3 N 15"54'58" W 4.06 /
(L4 -ROTATED CW 0'01 123")
OPEN SPACE RESTRICTION
DETAIL & DATA
SCALE: 1 "=30'
FD. 2" IP W/NAIL IN
CONCRETE CORE, 3.0'
DN. -NO RECORD
USED FOR LINE ONLY.
/
/
<\,~~ .y /\4;,
3/ ,--FD 1/2" PIN W/PLASTIC PARCEL i PLUG LS 4394 co
PER P.M. 11174 t--,
-r
N 65'28'28" W ,..390.78' {N 65'29'54" W 390.79') I
C.\., SEE OPEN SPACE RESTRICTION ~ 27322 SF <C DETAIL & DATA -ABOVE LEFT \
.
19•
,211' ...
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(9 ,J-,. . va
·6' 11'
1.0 t--, -r a -r
lU
0 -r a: <c: --1
C\.., lU
0 a: <c:
C\..,
120.45') ~--
(20.00')
~ PARCEL 2 \ 1J N 65'35'28" W 333.30' (N 65'36'51" W \_333.27')
FD NOTHING 0 ~
<c:
0....
259.10' (259.07')
50 0 50 100 FD NOTHING p AR CEL 3 P.0.B. OF ADJUSTED PARCEL
1
N
VICINITY MAP
91005
SN: 920625.0910
(G)Oell'illl'il IMlllllMlb>llClhelT A SITE PLANNING
CIVIL ENGINEERING
LAND SURVEYING
FD. NOTHING, SET PER LEGEND.
ESTABLISHED POINT BY LINE &
RECORD. DIST. (N 14'01'25"W 96.63)
EASEMENT DATA
J:s..-20' WIDE ACCESS & UTILITY
EASEMENT PER PM 10178.
RECORD LOT LINE ADJUSTMENT DATA ® ---[N 65'36'51" W 74.20']
® ---[S 51 '33'33" E 10.31 ']
~ ---[S 63'31'49" E 14.09']
@ ---[S 68'18'03" E 17.88']
(t) ---[S 69'28136" E 32.33']
--------------
{ROTATED CW 0'01'23")
N 65'35'28" W 74.20
S 51 '32'09" E 10.31
S 63'30'26" E 14.09
S 68'16'40" E 17.88
S 69'27'13" E 32.33
CL <(
30' :E 27'
N 0 r--: N r<)
w ,.......
• r<)
I() I I() N ,-CO oo
r a:: ,q-(,) N
(/) z co c.,.._... 0 1--
Z,....... r-,: W
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0 ~ ~ r<) r---N
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w
FD. PUNCHED NAIL IN CONCRETE
MON. 0.3' DN PER MAP 5162,
P.M. 10175 & P.M. 1017B.
RECORD OF SURVEY
OF
PARCEL 2 AND A PORTION OF 3 OF PARCEL MAP 1017B, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, JUNE 27,19B0
AS FILE NO. B0-204290 OF OFFICIAL RECORDS AS ADJUSTED PER
CERTIFICATES OF COMPLIANCE RECORDED DECEMBER 27, 1991 AS FILE
NO.'S 1991-0673540 & 1991-0673541 BOTH OF OFFICIAL RECORDS.
LEGEND
e-FOUND 3/4" IP TAGGED LS 4394 PER PM 10175 OR PM 10178,
UNLESS OTHERWISE NOTED.
0-SET 3/4" X 1B" I.P W/PLASTIC PLUG LS 57B3.
□-SET LEAD & TAG LS 5783 IN CONCRETE.
( ) -REC PER PM 10175 OR PM 1017B.
[ ] -REC PER DEED REC. 1 /9 /92 AS FILE NO. 1992-0011513 O.R.
(CITY OF CARLSBAD LOT ADJ. NO. 424)
{ } -REC PER OPEN SPACE DEED RESTRICTION GRANTED TO THE CALIF.
COASTAL COMMISSION REC 5/29/92 AS FILE NO. 1992-0331030 O.R. 1
..LLL.L ACCESS RIGHTS RELINQUISHED PER PM 1017B.
FD SPIKE & SHINER W/
X TIES PER PM 10175 &
PM 10178.
0.04'
N 55·42•s2"w RAD
N 65'42 52 W RAD
N 72•39•34" W RAD
(N 72'39'34" W) RAD
CURVE DATA
(D iR= 300. 00')
A=33'57'00")
L=177.76')
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTER LINE OF
ADAMS STREET PER PM 1017B. 1,E. N 24"17'08" E
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 LARRY WIEST OF U.S.
COMMUNITY SAVINGS BANK IN MAY, 1991.
~~ \.-\~ ~&/\ DA TE: 2. 4 JU!-._\ C? 24 ~--------------GLENN HALMBACHER, LS 5783
MY LICENSE EXPIRES ON 6/30/96
D 3/4" IRON PIPE
/TAG LS 4934 FLUSH
(Z)iR=330.00')
A=33'57'oo") COUNTY ENGINEER'S STATEMENT L=194.54') L=195.54'
ER P.M. 10178
ESET PER LEGEND. A=27'00'18")
ESTROYED BY CONST. iR=330.00')
L=155.54')
~
5 .15''.-,::::::::===:;;~
. ·oO-:; <o'o
®1R=330.00')
A= 6'56' 42")
L= 40.00')
FD 3/4" IRON PIPE W/LEAD
& TAG LS 2411 PER PM 10178
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766
OF THE LAND SURVEYOR'S ACT THIS 2.7tl, DAY OF AI.JG,U.rT
1992.
GRANVILLE M. BOWMAN
COUNTY ENGINEER
RCE 13681 BY:
RECORDER'S STATEMENT
FILE NO. 92..-54-5837
~/~
PHILIP J. GIURBINO, LS 4424
FILED THIS Z..7 DAY OF AUGUST ' 1992 A _-...._;...,_!f-J~~ 12
O'CLOCK l]if[., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE (311"3 .,
AT THE REQUEST OF GLENN HALMBACHER. 1 '
FEE $5.00 /.F tf /. ex> mF
ANNETTE EVANS
COUNTY RECORDER BY, kliJ:rr
CALIFORNIA COORDINATE INDEX: 358-1671
APN 206-192-41 & 43