HomeMy WebLinkAbout20839; ROS 20839; ROS 20839; 01-04l
z CCS 83 GRIO NOR11-1
CONVERGENCE ANGLE: -0'35'33.609°
@ STATION: "CLSB-137"
800' 400· o· 800' 1600'
I I i
'
I
SCALE: 1 "= 800'
.............. ................. ............... .............. ............... ................
PROJECT
LOCATION
....... .
?J CJ
FD. 2.5" DISC IN CURB
STAMPED "CLSB-136 LS
6215" PER ROS 17271
(FIRST ORDER ACCURACY)
N: 1985447.745'
E: 6234298.535'
ELEV.: 54.061' (NGVD 29)
.............. ................. .................... ........................ ........................... ............................. .............................
···························· ............................ .......................... ......................... ........................ ....................... ...................... ..................... .................... ................... .................. ................. ................ ...............
_._./\,,:::::\:,_~:~:--·;
. :::· \ : .. ····c; . . .-:/t'·o· ...... ----.............. _ . ................ •··············· •··············· ................
VICINITY MAP
NO SCALE
Right-Of-Way Engineering Services, Inc.
615 South Tremont Street • Oceanmde, CA 92054
(760) 637-2700 FAX (760) 637-2701
Drawing file name: Manzano-Slate Pel ROS Base.dwg
Job No.: 0903-0016-07
BASIS OF BEARINGS
AND
SHEET INDEX
"CLSB-137 LS 6215" PER RECORD
OF SURVEY 17271, IN WELL MON.
{FIRST ORDER ACCURACY)
N: 1990194.279'
E: 6231466.046'
ELEV.: 60. 700' (NGVD 29)
FD. 1" I.P. W TAG
STAMPED "DIV HWYS"
PER R13 & R15
\/ 1/ FD. 2" I.P. W AG
RECORD MAP
REFERENCES
R1= LO 9638
R2= MAP 3897
R3= ROS 20809
R4= MAP 3312
R5= MAP 4064
R6= MAP 3371
R7= MAP 6347
RB= F/P 72-303349
R9= CR 14421
R10= ROS 17350
R11= F /P 74-016299
R12= LO 9639
R13= LO 3774
R14= LO 3773
R15= MS 637
STAMPED "RCE 6404"
PER R7.
R.O.S. NO. 20839
SHEET 1 OF 4 SHEETS
RECORD OF SURVEY
A PORTION OF LOT 'H' OF RANCHO AGUA HEDIONDA, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 823, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON 11/16/1896, DESCRIBED AS PARCEL
2 OF CORPORATION GRANT DEED RECORDED 1/22/1974 AS F /P NO. 74-016299 AND
DESCRIBED IN QUITCLAIM DEED RECORDED 11/23/1976 AS F /P NO. 76-392779, BOTH OF
OFFICIAL RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE LINE BETWEEN "CLSB-136 LS 6215" AND
"CLSB-137 LS 6215" PER ROS 17271.
I.E. N 30'49'36" W.
BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM -1983
ZONE VI, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD83) BASED ON TIES TO
THE CITY OF CARLSBAD SURVEY CONTROL NETWORK MONUMENTS PER RECORD OF SURVEY
MAP NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY
8, 2002. DISTANCES FROM ROS 17271 ARE GRID DISTANCES. (GRID FACTOR PER ROS 17271
AT "CLSB-137" IS 0.999963290).
F.G.C.C. ORDER OF ACCURACY IS NOT BEING CLAIMED FOR THIS SURVEY.
LEGEND
e FD. MONUMENT AS NOTED HEREON.
0 SET 2" I.P. W/ BRASS DISC STAMPED "LS 7790", UNLESS OTHERWISE NOTED HEREON.
( ) RECORD DATA AS NOTED HEREON
LP. IRON PIPE
FD. FOUND
W/ WITH
* EXAGGERATED FOR CLARITY
SNF SEARCHED FOR MONUMENT PER RECORD DATA, NOTHING FOUND
CLCD CALCULATED FROM RECORD DATA AS NOTED HEREON
CR CORNER RECORD
LO LAYOUT
SURVEYOR'S STATEMENT
THIS MAP CORRECTLY 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 THE CITY OF CARLSBAD IN AUGUST 2009 THROUGH SEPTEMBER 2010.
~ ;2'~ /tJ•ZS-Z.oto
MICHAEL L. SCHLUMPBERGER, LS. 7790
COUNlY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYOR'S ACT THIS U.71-f DAY OF oc:..1b BE& , 2010 •
~~~
---rERRENCE T. CONNORS P.L.S. 5099
COUNTY SURVEYOR
RECORDER'S STATEMENT
FILE NO. 1,.0/(). tJS7bt:,/()
FILED THIS 2.bTI./ DAY OF 0CT0S.t!-~ 2010 AT 2.'2 ~ O'CLOCK-1:'.....M., IN
BOOK OF RECORD OF SURVEY MAPS AT PAGE ____ _, AT THE REQUEST OF MICHAEL
L. SCHLUMPBERGER.
DAVID L. BUTLER
COUNTY RECORDER
FEE: $ 16.00
BY: ~/t.JJ.,,v
DEPUTY COUNTY RECORDER
CALIFORNIA COORDINATE INDEX 346-1671
ASSESSOR'S PARCEL NUMBER: SEE INDIVIDUAL SHEETS _J
L
SURVEYOR'S NOTE
BEARINGS AND DISTANCES ON LO 3774 (R13) ARE BASED ON THE
CALIFORNIA COORDINAlE SYSlEM ZONE IV, DISTANCES SHOV'l'N ARE
GRID DISTANCES. RECORD DISTANCES SHOV'l'N ON LO 3774 NEED TO
BE CONVERlED TO GROUND BASED ON THE GRID FACTOR SHOWN ON
MEASURED DISTANCES PER THIS MAP.
FD. 2" I.P. W AG
STAMPED "LS 7790"
PER R3
FD. 1" I.P.
STAMPED •
PER R13, R
~.\
tt\~•
tt\':l)
tt'"' t;.
FD. 1" I.P. W AG, ILLEGIBLE, IN
LIEU OF 1• I.P. W/TAG STAMPED
"LS 5409" PER PM 15906
FD. 1" 1.P
STAMPED
PER PM 15906
LO 9638
CARLSBAD BOULEVARD
LA cosTA STA TE PARK
LO 9638
8
ci
0
LO 3774
199.77'
(199.82'
PM 14009)
FD. 2• I.P. W AG
STAMPED "LS 4611" PER PM 16274
440.82'( 440.82' PM 16274)
N67"29'09"E
0.10· -
P;W 15906
PCL 2
P;W 14009
Right-Of-Way Engineering Services, Inc.
615 South Tremont Street • 0cearuiide, CA 92054
(760) 637-2700 FAX (760) 637-2701
Drawing file name: Manzano-State Pel ROS Bose.dwg
Job No.: 0903-0016-07
PCL 2
P;W 16274
R.O.S. NO. 20839
SHEET 2 OF 4 SHEETS
SOUTH CARLSBAD BEACH STA TE PARK
FD. 6" X 6" CONC.
MON. W/ PIN PER Rl
& R2
FD. 2" I.P.
STAMPED "
PER R3
FD. 1" I.P. W AG
STAMPED "DIV HWYS"
PER R13 & R15
PARCEL 2
F /P 74-016299
REC. 1/22/1974
tF3"04·s,· • A
R=3550.00' L=190.88
(t.=3"05'03"
R=3549.87' L==191.08' R13)
FD. 2" I.P. W/TAG /
STAMPED "LS 7790"
PER R3
:;u
U1 ..__,
/
I
I
I
I
I
SEE DETAIL 'Ali
SHEET 4 I
\
128
LOS ROBLES DR
127
1366.85'(1366.87' CLCD R4)
/26 !25 124
MAP JJ/2
--
100· 50' o·
I I i
137.86'-
/22 /2/
100' 200'
! I
FD. 1 2• PIN NO TAG PER R9 SCALE: 1 "= 100'
J 77 N30"03'01"W 45.05' OF BOY. LINE
......
\
EL ARBOL DRIVE I
175 174
I
I !7J I
I
I
172 171 170 /69
MAP 4064
/68
---
167 I
I
281.56'
(281.56'
RS)
RANCHO ACUA HEO/ONOA ' /
N28'20'34"W 557.89'
(N28'56'W 558.00' RS)
N23'27'24"W
914.15'-
(N24'02'so·w
914.18' R6)
S.D.N.R.
855.66'(855. 70' PM 16274)
PCL I RECORD MAP
REFERENCES
R1= LO 9638
R2= MAP 3897
R3= ROS 20809
R4= MAP 3312
R5= MAP 4064
R6= MAP 3371
R7= MAP 6347
R8= F/P 72-303349
R9= CR 14421
R1 0= ROS 17350
R11= F /P 74-016299
R12= LO 9639
R13= LO 3774
R14= LO 3773
R15= MS 637
...._ _________ ..,.,
2363.15' _
FD 2" N67'29'0 • • I.P. W AG •-~-o 09' 9 E STAMPED LS 3246" PER . PM 11457
346,58' (346.46' PM 13051)
-N22•30•51•w •
(N22'30'40"W 3521.44--
(N22'30'29"W PM 15906)
PM 13os1. ~~-i4~o1d457,
PM 16274 & Ros 7050)
PCL I
P;W 1305/
N22·3o•s1·w 3282.39' -
( 645.99' -
646.00' PM 11457)
PCL 20
PM //457
SURVEYOR'S NOTE
ALL MONUMENTS PER RECORD DATA ALONG THE RIGHT-OF-WAY OF
CARLSBAD BOULEVARD, MANZANO DRIVE, THE CENlERUNE &
EASTERLY RIGHT-OF-WAY OF EL ARBOL DRIVE, AND THE EASTERLY
BOUNDARY OF MAP 4064 (RS) IN THIS AREA WERE SEARCHED FOR.
FOUND MONUMENTS HAVE BEEN NOlED HEREON.
CALIFORNIA COORDINATE INDEX 346-1671
::t
V)
ltJ
ltJ
------------
ASSESSOR'S PARCEL NUMBER: 210-090-07 _J
l_
SURVEYOR'S NOTE
ALL MONUMENTS PER RECORD DATA ALONG ll-lE RIGHT-OF-WAY OF
CARLSBAD BOULEVARD, ll-lE CENTERLINE & EASTERLY RIGHT-OF-WAY
OF EL ARBOL DRIVE, AND ll-lE EASTERLY BOUNDARIES OF MAP 4064
(RS), MAP 3371 (R6) & MAP 6374 (R7) IN ll-llS AREA WERE
SEARCHED FOR. FOUND MONUMENTS HAVE BEEN NOTED HEREON.
BOULEVARD
CARLSBAD , (N30'38'50"W 1465 87' R2 & R4) ~ --N30'03'01•w 1465.85 :=_;;;q~ . -345.05' 'I'..
137.86'
/22
A~ --1-91-.9-3-:-, A~ 144.07' I~ N30'03'01"W 1465.85'
I~ 18 :s_ N30'38'50"W 1465.87' R2 & R4
/2/
C!. • 1366_85• (1366.87' CLCD R4)
/20 //9 //8
//6 !!5 //4 //3
A/AP 33/2 FD. 1• 1.P. W TAG
STAMPED 'RCE 33730"
NO RECORD
11~ ir
FD. 2• LP. W AG
STAMPED "RE 8195"
PER R6
FD. 1 2" REBAR
W/TAG STAMPED
"LS 4670" PER
CR 14420
FD. LEAD &: DISC
STAMPED "RCE 33730"
PER CR 25577
~ \"-~ ~ "' FD. FD. 3/4" I.P. o !O W/TAG STAMPED
TAMPED RE 8195
PER R4
FD. 1 2" REBAR
W/TAG STAMPED
"LS 4670• PER
CR 14420
/JI 0 • IS "RE 8195" PER R6
FD. 3 4" I.P. IN CONG. NO
TAG, ACCEPTED AS MON.
PER R6, S30-02'51"E 0.08'*
OF LINE.
MAP JJ7! ::0 •
O'l ._.;
LAS ROBLES
DRIVE
FD. 3/4" I.P. IN CONC., NO/ \ ~
TAG, ACCEPTED AS MON. "'·
PER R6 146 i ~
FD. LEAD & TAG
STAMPED "RE 8195"
PER R6, N70'56'36"E
18. 70' FROM Ct_ OF EL
FD. 2" I.P. W TAG STAMPED "RE 8195"
PER R6, N70'56'36"E 30.00' FROM ~ OF
EL ARBOL DRIVE.
V)
ltJ /68
ARBOL DRIVE. /
167 \ /66
I
064
-N22•30•51•w 3282.39'
-545_99•
(646.00' PM 11457)
-N22·30•51•w
(N22'30'40" 3521.44'--
(N22'30'29"W W PM 15906)
PM 13051 ~e• PM 11457, PM • 14009
16274 & ROS 7050)
Right-Of-Way Engineering Services, Inc.
615 South Tremont Street · Oceanside, CA 92054
(760) 637-2700 FAX (760) 637-2701
Drawing file name: Manzano-State Pel ROS Bose.dwg
Job No.: 0903-0016-07
STAMPED LS 3246" PER
PM 11457
2363.15'
FD. 2• /.P. W AG
STAMPED LS 3246" PE PM 11457 R
336.03'(335.90' PM 11457)
PCL 18
PM 1/457
vi tO tO ~ '::l ~ 0 ~ 0
------710!. 0 tO ~ . fTl
FD. 2" /.P
STAMPED
PM 11457
/47
0 r (") 0
O'l
--1
0 0 0.
0 r (") 0
!l:'
235.94'
(236-00' PM 11457)
PCL 17
tO tO
O'l
--1 C!.
0 0
d 0
~
100' 50' o· 1 oo· 200'
I
'
' ___ , I
SCALE: 1 "= 100'
CURVE DATA
Cl 6=4'34'33" R=3042.00' L=242.94'
(t.=4'34'33" R=3042.00' L=242.94' RB)
C2 6=0'58'01" R=3042.00' L=51.34'
C3 t.=0'40' 42" R=3042.00' L=36.01'
(t.=0'40'37" R=3042.00' L=35.94' R7)
FOUND MONUMENT NOTES
68.36'
(68-38' PM 11457
& PM 10801) ....._---
919.24'
310.04' (310.00' PM 11457) -
FD. 2· I.P. W/TAG I
STAMPED "Ls 3246" PER , _ _,
PM 10801
PCL 16 FD. 3
STAM
ROS 7050 ER
11457 & pJ'~1'/:;0I, PM
R.O.S.
RECORD MAP
REFERENCES
R1= LO 9638
R2= MAP 3897
R3= ROS 20809
R4= MAP 3312
R5= MAP 4064
R6= MAP 3371
R7= MAP 6347
RB= F/P 72-303349
R9= CR 14421
R1 O= ROS 17350
R11= F /P 74-016299
R12= LO 9639
R13= LO 3774
R14= LO 3773
R15= MS 637
LINE DATA
L1 N22'30'51"W 42.00'
(N22'30'29"W 42.00' RB)
L2 N67'33'06"E 102.96'
(N67'33'30"E 103.35' RB)
L3 N22'30'51"W 17.97'
(N22'30'29"W 18.00' RB)
NO.
FD. WELL MON. & 3" BRASS CAP
S.D.N.R.
STAMPED ·so co ENGINEER
SURVEY MON" AT E.C. PER RlO
SOUTHERLY LINE OF
PARCEL 4 PER RB.
0 0
20839
SHEET 3 OF 4 SHEETS
FD. WELL MON. & 3" BRASS CAP STAMPED ;·so co ENGINEER SURVEY MON 19" PER R10
-----...-CARLSBAD BOULEVARD
& TAG STAMPED
, PER R10
ROS 17350
FD. WELL MON. & 3"
BRASS CAP STAMPED
"SD CO ENGINEER
SURVEY MON 19" PER
R10
G
", PER R10
6=6'58'47" R=1000.00' L=121.82'
(t.=6'58'50" R=l 000.00' L=121.83'R10)
FD. WELL MON. & 3"
BRASS CAP NO STAMPING,
NO RECORD, N39'06'40"W
0.82'* FROM B.C.
N67'33'06"E 102.91'
N22'30'51 "W 49. 74'
(N22'30'13"W 50.00'RlO)
------FD. 3/4" I.P. W/TAG d IC)
g
g
STAMPED "LS 4312", PER R10
-~...:::::='.::":N67"33'06"E 50.00'
(N67'33'08"E 50.00'RlO)
N22'30'51 "W 522.65'
N22'30'51 "W 9.06'
(N22'30'13"W 9.06'R10)
CALIFORNIA COORDINATE INDEX 346-1671
ASSESSOR'S PARCEL NUMBER: 210-090-17 _J
L
' -----
~ a,
?' N
.i,._
s
CJ) a,
N
.i,._
~ (") o r a, (") ~ 0
-:c~ 0 ._,,
!" "' -t>-.
;o
~
176
ESTABLISHED BY
INTERSECTION
FD. 1 2" PIN NO TAG PER R9
N30"03'01"W 45.05' OF BDY. LINE
EL ARBOL DRIVE
N60'01'10"E 11.99'
{N59'21'10"E 12.00'R~j
FD. LEAD & TAG
STAMPED "LS 4670"
PER R9
---
FD. LEAD & TAG
STAMPED "LS 4670"
PER R9
•-~-N59"53'58"E 12.00' I (N59'21 '10"E 12.00'R9)
N30'03'01"W 210.04' 1 RS) ""I --------(N30•38•50•w 210.00' CLCD R5) _
------140.04' (140.00' CLCD R5)
70.00'(70.0o'R5) ---'-. "-. FD. 1 /2" REBAR W/
PLASTIC CAP STAMPED I "LS 4670" PER R9
I 175
\ MAP 4064
FD. 1 2• REBAR NO
CAP PER R9,
N61'39'26"E 9.31'*
OFF LINE.
FD. 1 2" REBAR W
PLASTIC CAP STAMPED
"LS 4670" PER R9
174
CR /4421
I
\
173
\
139.98 70.10 *
N28'20'34"W 557.89'(N28'56'W 558.00' R5) \
•
\FD. 1/2" PIN W/TAG
STAMPED "RCE 9822"
PER R5, SEE R9,
.FD. 1/2" PIN W/TAG
STAMPED "RCE 9822"
PER R5, SEE R9,
N61"39'26"E 0.39'* DETAIL 'A' OF LINE.
N61 '39'26"E 0. 72'*
OF LINE.
NO SCALE
SEE SHEET 2
163
MAP 3371
-s32.S9'(632.62'R6)
-N23"27'24"W , (N24•02·so· 914.15 W 914.18' RS)
t ,,-... z
(") U1
' <D o "5 0 -_o,
:::uQ-...l
-t>-.P ' [Tl 0
Pl' m "-l
;o --.I 227
CJ) p ._,, 0 o_
z
U1 <D ul --.I
0 <D • l'1
MAP 6347
60.04'{60.00'R7) -
2.12·
(2.00' R7)
N29'59'38"W 150.19' -
(N30'38'50"W 150.00' R7)
i
DETAIL , c'
NO SCALE
SEE SHEET 3
Right-Of-Way Engineering Services, Inc.
615 South Tremont Street • Oceanside, CA 92054
(760) 637-2700 FAX (760) 637-2701
Drawing file name: Manzano-State Pel ROS Bose.dwg
Job No.: 0903-0016-07
RECORD MAP
REFERENCES
R1= LO 9638
R2= MAP 3897
R3= ROS 20809
R4= MAP 3312
RS= MAP 4064
R6= MAP 3371
R7= MAP 6347
RB= F/P 72-303349
R9= CR 14421
R10= ROS 17350
R11= F /P 74-016299
R12= LO 9639
R13= LO 3774
R14= LO 3773
R15= MS 637
FD. PK NAIL, NO
RECORD, ON OF EL
ARBOL DRIVE AT E.C •.
165
R.O.S.
----
NO. 20839
SHEET 4 OF 4 SHEETS
--f-----FD. 2" I.P. W TAG
STAMPED "RE 8195"
PER R9, N70'56'36"E
18.67' FROM ~ OF EL
ARBOL DRIVE. • I -~~'--
I
/64
I AIAP 4064
I
-281.56' (281.56'R5)
155
MAP 337/ I
I
I
I
I
156
0 ~ I
. -I
;: ---~
e,.,
0
FD. 2• I.P. W AG
STAMPED "RE 8195"
PER R9, N70'56'36"E
18. 70' FROM i OF EL
ARBOL DRIVE.
/62 I
I
I
-N23'27' • · RS) -24 w 914.15' (N24·02•5o•w
632.59'(632 62
212
MAP 6347
DETAIL 'D'
NO SCALE
SEE SHEET 3
I
I
I
914.18' R6) _
DETAIL
NO SCALE
SEE SHEET 3
CURVE DATA
C2 ~0'58'01" R=3042.00' L=51.34'
C3 ~0'40'42" R=3042.00' L=36.01'
(6=0"40'37" R=3042.00' L=35.94' R7)
FOUND MONUMENT NOTES
1.-12 FD. 2" I.P. W/TAG STAMPED "RCE 6404"
PER R7.
CALIFORNIA COORDINATE INDEX 346-1671
ASSESSOR'S PARCEL NUMBER:
163
_J