05_0312179CERTIFICATE of ACCEPTANCE of EASEMENT
(GOVERNMENT CODE SECTION 27281)
THIS IS TO CERTIFY that the interest' real ro erty
granted by the easement dated !�/ - 7.� "J-� ,
from STANDARD PACIFIC CORP.. A DELAWARE
CORPORATION to the COUNTY OF RIVERSIDE, is hereby
accepted for the purpose of vesting title in the County of
Riverside on behalf of the public for public road and utility
uses, and subject to improvements in accordance with County
standards, will be included into the County Maintained Road
System by the undersigned on behalf of the Board of
Supervisors pursuant to the authority contained in County
Ordinance No. 669. Grantee consents to recordation thereof
by its duly authorized officer
Dated: 2q loc)s
COUNTY OF RIVERSIDE
George A. Johnson
1'r4 A
irector f Transportation
By. P
THIS INSTRUMENT IS FOR RETURN TO RIVERSIDE
THE BENEFIT OF THE COUNTY SURVEYOR'S
COUNTY OF RIVERSIDE AND OFFICE.
ENTITLED TO BE RECORDED
WITHOUT FEE.(GOV. CODE STOP NO. 1080
6103)
DOC llg 7—OOM- 0312179
04/21/2005
Conformed Copy
Has not been compared with original
Larry W Ward
County a Riverside
Assessor, County Clerk & Recorder
ROAD EASEMENT
STANDARD PACIFIC CORP., A DELAWARE CORPORATION
Grant(s) to the County of Riverside, a political subdivision, an easement for public road and drainage
purposes, including public utility and public services purposes, over, upon, across, and within the
real property in the County of Riverside, State of California, described as follows:
SEE LEGAL DESCRIPTION AND PLAT ATTACHED HERETO AS
EXHIBITS "A" AND "B" AND MADE A PART HEREOF
STANDARD PACIFIC CORP., A DELAWARE CORPORATION
DATED `• f I LA I Q5
DATED - A) t ILA_�t
PRINT NAME: &n4 uA7 Z&ce iry P �1
r
CALIFORNIA ALL- PURPOSE ACKNOWLEDGEMENT
State of California
County of Riverside SS.
On April 14, 2005 before me, Sarah Gillis, Notary Public
Date Name and Title of Otlicer
personally appeared August Belmont and Michael J. White
0 personally known tome
❑ proved to me on the basis of satisfactory
evidence
SARAH GILLiS
_ 15 0302
Commission Notary Notary Public - 15 0302
Riverslde County –
L @ ' � � , MvComm- EXPka Nov 27,2W4
to be the person(s) whose name(s) Al a re
subscribed to the within instrument and
acknowledged to me that helshelthey executed
the same in him Mr/their authorized
capacity(ies), and that by bislltcr/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
&w, �" "auo�'
Signature of Notary Pu tic
------- —O PTIONAL �--- --
Though the information below Is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document: Road Easement
Document Date: April 14, 2005
Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name: August Belmont & Michael J. Whit
❑ Individual
❑ Corporate Officer -- Title(s):
Authorized Representative
❑Partner – ? Limited ?General
❑ Attomey -in -Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing: Standard Pacific Co rp.
THIS DOCUMENT REVIEWED BY
RIVERSIDE COUNTY SURVEYOR.
EXHIBIT A
LEGAL DESCRIPTION
THOSE PORTIONS OF THE LAND DESCRIBED AS PARCEL 2, IN THE GRANT DEED RECORDED
JANUARY 15, 2004, AS DOCUMENT NUMBER 2004- 0028717, AND AS PARCEL "C" IN THE GRANT
DEED RECORDED DECEMBER 10, 2004, AS DOCUMENT NUMBER 2004- 0980848, IN SECTION 3,
TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE
UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ALL OF
OFFICIAL RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS:
PARCEL `A'
COMMENCING AT THE CENTERLINE INTERSECTION OF CHANDLER STREET, HAVING AN 89.00
FEET WIDE SOUTHERLY HALF - WIDTH, AND ARCHIBALD AVENUE, 144.00 FEET WIDE, AS SAID
INTERSECTION IS SHOWN ON THE ROAD EASEMENT TO THE COUNTY OF RIVERSIDE RECORDED
NOVEMBER 17, 2004 AS INSTRUMENT NO. 2004 - 0915589 OF OFFICIAL RECORDS;
THENCE SOUTH 00 °38'05" WEST, ALONG THE CENTERLINE OF SAID ARCHIBALD AVENUE, A
DISTANCE OF 1251.02 FEET;
THENCE NORTH 89 WEST, A DISTANCE OF 72.00 FEET TO THE TERMINUS OF THE
SOUTHEASTERLY LINE OF PARCEL "B" OF THE LAND DESCRIBED IN THE GRANT DEED RECORDED
DECEMBER 10, 2004 AS DOCUMENT NUMBER 2004 - 0980848, OFFICIAL RECORDS OF SAID COUNTY,
BEING A POINT ON THE WESTERLY LINE OF ARCHIBALD AVENUE AS DESCRIBED IN THE ROAD
EASEMENT RECORDED NOVEMBER 17, 2004 AS DOCUMENT NUMBER 2004- 0915589, OFFICIAL
RECORDS, AND THE TRUE POINT OF BEGINNING;
THENCE ALONG THE EASTERLY LINE OF PARCEL "C" DESCRIBED IN SAID GRANT DEED SOUTH
00 0 38'05" WEST, A DISTANCE OF 118.96 FEET;
THENCE NORTH 44 0 21'51" WEST, A DISTANCE OF 31.08 FEET TO A LINE PARALLEL WITH AND 75.00
SOUTHERLY OF, MEASURED AT RIGHT ANGLES, THE NORTHERLY LINE OF PARCEL "C"
DESCRIBED IN SAID GRANT DEED;
THENCE ALONG SAID PARALLEL LINE NORTH 89 °21'47" WEST, A DISTANCE OF 89.36 FEET;
THENCE NORTH 88 °35'57" WEST, A DISTANCE OF 75.01 FEET TO A LINE PARALLEL WITH AND 74.00
FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES, SAID NORTHERLY LINE OF PARCEL "C"
DESCRIBED IN SAID GRANT DEED;
THENCE ALONG SAID PARALLEL LINE NORTH 89 WEST, A DISTANCE OF 700.55 FEET TO A
POINT HEREINAFTER REFERRED TO AS POINT'A';
THENCE CONTINUING ALONG SAID PARALLEL LINE, NORTH 89 °21'47" WEST, A DISTANCE OF 43.00
FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST AND HAVING A
RADIUS OF 813.00 FEET, SAID CURVE BEING CONCENTRIC WITH THAT CURVE IN -SAID
NORTHERLY LINE OF SAID PARCEL "C" HAVING A RADIUS OF 887.00 FEET;.
THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG SAID CURVE AND THE
CONTINUATION THEREOF THROUGH A CENTRAL ANGLE OF 87 0 31'59 ", AN ARC DISTANCE OF
1,242.06 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT 'B';
PAGE 1 OF 4
GM25WakLEGAMSEWER & SD EASEMENT -2.00C
THENCE CONTINUING SOUTHERLY ALONG SAID CURVE AND THE CONTINUATION THEREOF
THROUGH A CENTRAL ANGLE OF 02 0 27'09" AN ARC DISTANCE OF 34.80 FEET;
THENCE SOUTH 00 °39'05" WEST, A DISTANCE OF 177.06 FEET;
THENCE NORTH 89 0 20'55" WEST, A DISTANCE OF 74.00 FEET;
THENCE NORTH 33 0 02'19" WEST, A DISTANCE OF 18.03 FEET;
THENCE NORTH 89 0 20'55" WEST, A DISTANCE OF 712.65 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 2,028.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03 0 00'45" AN ARC
DISTANCE OF 106.63 FEET;
THENCE NORTH 86 0 20'10" WEST, A DISTANCE OF 62.78 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 100.00 FEET;
THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16 0 18'41" AN ARC
DISTANCE OF 28.47 FEET;
THENCE SOUTH 77 0 21'09" WEST, A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 48.00 FEET;
THENCE WESTERLY, NORTHWESTERLY, NORTHERLY, NORTHEASTERLY AND EASTERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 212 °37'22" AN ARC DISTANCE OF 178.13 FEET;
THENCE SOUTH 70 0 01'29" EAST, A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 100.00 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16 0 18'41" AN ARC
DISTANCE OF 28.47 FEET TO A LINE PARALLEL WITH AND 56.00 FEET NORTHERLY OF, MEASURED
AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND
DISTANCE OF NORTH 86 °20'10" WEST, 62.78 FEET;
THENCE SOUTH 86 0 20'10" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 62.78 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 1,972.00
FEET, SAID CURVE BEING CONCENTRIC WITH THE CURVE DESCRIBED ABOVE AS HAVING A
RADIUS OF 2028.00 FEET;
THENCE EASTERLY ALONG SAID CONCENTRIC CURVE THROUGH A CENTRAL ANGLE OF 03 °00'45"
AN ARC DISTANCE OF 103.68 FEET TO A LINE PARALLEL WITH AND 56.00 FEET NORTHERLY OF,
MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE AS HAVING A
BEARING AND DISTANCE OF NORTH 89 0 20'55" WEST, 712.65 FEET;
THENCE SOUTH 89 °20'55" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 712.65 FEET;
THENCE NORTH 34 °20'29" EAST, A DISTANCE OF 18.03 FEET TO A LINE PARALLEL WITH AND 74.00
FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED ABOVE
AS HAVING A BEARING AND DISTANCE OF SOUTH 00 °39'05" WEST, 177.06 FEET;
THENCE NORTH 00 0 39'05" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 91.06 FEET TO THE
BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF
887.00 FEET, SAID CURVE BEING CONCENTRIC WITH THE CURVE DESCRIBED ABOVE AS HAVING
A RADIUS OF 813.00 FEET;
THENCE NORTHERLY AND NORTHEASTERLY ALONG SAID CONCENTRIC CURVE THROUGH A
CENTRAL ANGLE OF 61 °05'31" AN ARC DISTANCE OF 945.77 FEET TO THE MOST SOUTHERLY
PAGE 2 OF 4
G:Z 44MLEGALS`SEWER & SD EASEMENT -2.DOC
POINT OF THE LAND DESCRIBED PARCEL "A" IN SAID GRANT DEED, A RADIAL LINE TO SAID POINT
BEARS NORTH 28 0 15'24" WEST;
THENCE ALONG THE NORTHERLY LINE OF SAID LAND DESCRIBED AS PARCEL "C" IN SAID GRANT
DEED THROUGH THE FOLLOWING NINE (9) COURSES:
1) CONTINUING ALONG SAID CURVE NORTHEASTERLY THROUGH A CENTRAL ANGLE OF 07 °06'06"
AN ARC DISTANCE OF 109.94 FEET;
2) NORTH 38 °08'02" EAST, A DISTANCE OF 17.40 FEET,
3) NORTH 73 °06'20" EAST, A DISTANCE OF 28.00 FEET;
4) NORTH 16 0 53'40" WEST, A DISTANCE OF 2.27 FEET;
5) NORTH 73 °06'20" EAST, A DISTANCE OF 28.00 FEET;
6) SOUTH 72 0 49'35" EAST, A DISTANCE OF 17.85 FEET TO THE BEGINNING OF A NON TANGENT
CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 887.00 FEET, A RADIAL LINE TO SAID
POINT BEARS NORTH 15 °39'28" WEST;
7) EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16 °17'41" AN ARC DISTANCE
OF 252.26 FEET;
8) SOUTH 89 °21'47" EAST, A DISTANCE OF 907.91 FEET;
9) NORTH 45 °38'09" EAST, A DISTANCE OF 31.08 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 242,306 SQUARE FEET OR 5.563 ACRES, MORE OR LESS.
PARCEL `B'
BEGINNING AT THE HEREINABOVE DESCRIBED POINT'A';
THENCE SOUTH 56 0 56'49" WEST, A DISTANCE OF 18.03 FEET;
THENCE SOUTH 00 0 38'13" WEST, A DISTANCE OF 75.00 FEET;
THENCE SOUTH 44 0 21'47" EAST, A DISTANCE OF 21.21 FEET;
THENCE SOUTH 00 0 38'13" WEST, A DISTANCE OF 56.00 FEET;
THENCE NORTH 89 °21'47" WEST, A DISTANCE OF 43.00 FEET TO THE BEGINNING OF A TANGENT
CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 657.00 FEET;
THENCE WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A
CENTRAL ANGLE OF 87 0 50'59" AN ARC DISTANCE OF 1,007.36 FEET;
THENCE NORTH 87 0 12'46" WEST, A DISTANCE OF 56.00 FEET;
THENCE NORTH 40 °31'11" WEST, A DISTANCE OF 20.58 FEET;
THENCE NORTH 83 0 49'36" WEST, A DISTANCE OF 75.12 FEET;
THENCE SOUTH 38 °54'17" WEST, A DISTANCE OF 18.47 FEET TO THE HEREINABOVE DESCRIBED
POINT 'B', SAID POINT LYING ON THAT CURVE IN THE EASTERLY LINE OF THE ABOVE DESCRIBED
I9TTKm& If] a El I
G:Z25%461LEGALSISEWER & St) EASEMENT -2.DOC
PARCEL'A', HAVING A RADIUS OF 813.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH
86 0 53'46" WEST;
THENCE NORTHERLY ALONG SAID EASTERLY LINE OF PARCEL 'A' AND SAID CURVE THROUGH A
CENTRAL ANGLE OF 06 °08'21" AN ARC DISTANCE OF 87.11 FEET;
THENCE SOUTH 26 0 33'29" EAST, A DISTANCE OF 18.47 FEET TO A LINE PARALLEL WITH AND 56.00
FEET NORTHERLY OF, MEASURED AT RIGHT ANGLES, THAT CERTAIN COURSE DESCRIBED
ABOVE AS HAVING A BEARING AND DISTANCE OF NORTH 83 0 49'36" WEST, 75.12 FEET;
THENCE SOUTH 83 0 49'36" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 75.12 FEET;
THENCE NORTH 52 0 51'59" EAST, A DISTANCE OF 20.58 FEET TO THE BEGINNING OF A NON -
TANGENT CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 713.00 FEET, A
RADIAL LINE TO SAID POINT BEARS NORTH 80 °26'26" WEST, SAID CURVE BEING CONCENTRIC
WITH THE CURVE DESCRIBED ABOVE AS HAVING A RADIUS OF 657.00 FEET;
THENCE NORTHERLY, NORTHEASTERLY AND EASTERLY ALONG SAID CONCENTRIC CURVE
THROUGH A CENTRAL ANGLE OF 77 0 41'29" AN ARC DISTANCE OF 966.81 FEET;
THENCE NORTH 43 0 56'38" EAST, A DISTANCE OF 20.58 FEET TO A LINE PARALLEL WITH AND 56.00
FEET WESTERLY OF, MEASURED AT RIGHT ANGLES, THE SOUTHERLY PROLONGATION OF THAT
CERTAIN COURSE DESCRIBED ABOVE AS HAVING A BEARING AND DISTANCE OF SOUTH 00
WEST, 75.00 FEET;
THENCE NORTH 00 0 38'13" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 75.12 FEET;
THENCE NORTH 56 0 37'54" WEST, A DISTANCE OF 18.47 FEET TO A POINT IN A NON- TANGENT
CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 813.00 FEET, SAID CURVE BEING
CONCENTRIC WITH THAT CURVE IN THE SOUTHERLY LINE OF THE LAND DESCRIBED IN SAID
GRANT DEED HAVING A RADIUS OF 887.00 FEET, A RADIAL LINE TO SAID POINT BEARS NORTH
02 0 25'57" WEST;
THENCE EASTERLY ALONG SAID CONCENTRIC CURVE THROUGH A CENTRAL ANGLE OF 03 °04'10"
AN ARC DISTANCE OF 43.56 FEET TO A LINE PARALLEL WITH AND 74 FEET SOUTHERLY OF,
MEASURED AT RIGHT ANGLES, THE SOUTHERLY LINE OF THE LAND DESCRIBED IN SAID GRANT
DEED;
THENCE CONTINUING ALONG SAID PARALLEL LINE SOUTH 89 0 21'47" EAST, A DISTANCE OF 43.00
FEET TO THE POINT OF BEGINNING.
CONTAINING 73,167 SQUARE FEET OR 1.680 ACRES, MORE OR LESS.
AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF.
1 -AND
�� S
�•.,`' y W. p 'p
CL
L.5.4693
*
Exp. 9-30-05
��qTF OF CA0�
PAGE 4OF4
G:Z25%46kLEGAESISEWER R SD EASEMENT -2. DOC
PREPARED UNDER THE SUPERVISION OF:
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
SCALE: 1 " = 500'
500 250 0 500 1000 1500
GRAPHIC SCALE
INDEX MAP
T. CHANDLER STREET r------^----------
I , I
I I I -5
P 0.13
I I I I
I , I
I , I
I i '
I =
I i I I
I
E , 1
E FIELD STREET
---- -- -- -- --- ter ---- '
C FIELD - - ----
' P.O.
P 0. ;A,
/ / P E 7 gry •�'• WL LOOP
---- - -L -- -
% I SHOE 5 SHE 6 ! i
r PARCEL 'B' n ��
SHEET 4: m '
f, !GROUSE sTREE-11
i
---------- ---- I c GANNET STREET j
E T -- ------------ - - - - -- ---------------^------------------------
SHEET 2 SHEE 3
\o �A�
LA N THIS DOCUMENT REVIEWED BY
s RIVERSIDE COUNTY SURVEYOR.
BY:
LS. 4693 = DATE: q- l S -
PAR NDE ISION OF: * Exp. 9 -30 -05
�ql� cAL'F SHEET 1 OF 6
RY W. KICH L.S. 4693
(PIRES 9/30/05) 1 : \52546 \MAPPING \TR. 29677 -1 \EASEMENT SD &S.DWG 3/18/05
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
CURVE TABLE
IL
DELTA
RADIUS
LENGTH
Cl
A= 16718'41"
R= 100.00
L= 28.47'
C2
A= 03700'45"
R= 1972.00
L= 103,68'
C3
A =0 ,700'45"
R= 2000.00
L= 105.16'
, C41
A= 03'OO
R= 2028.00
L= 106.63'
0 0 6. 6� 2 a o 4—M M S 0JL
LINE TABLE /
Pis1lm6m 2
W'LY LINE DOC.RECORDED
SEPTEMBER 14, 1962 IN
BOOK 3221, PAGE 38, O.R.
w
cn
w
w
�rr PARCEL 'A'
-' 152.34' 65'
° N 86`20' 1 W 'n N
°O 4—
/ GANNET STREET
STY LINE DOC. RECORDED
SEPTEMBER 14, 1962 IN
L / — — BOOK 3221, PAGE 38, O.R.
N 89'21'42" W 2670.21' — —
SCALE: 1 " = 100'
100 50 0 100 200 300��,
SHEET 2 OF 7
GRAPHIC SCALE I : \52546 \MAPPING \TR. 29677- 1\ EASEMENT SD &S.DWG 3/18/05
BEARING
DISTANCE
L1
N 89'20 W
712.65'
L2
N 66'20'10" W
62.78'
L3
N 70'01'29" W
50.00'
1 1-4 1 N
7721 E
1 50.00'
W'LY LINE DOC.RECORDED
SEPTEMBER 14, 1962 IN
BOOK 3221, PAGE 38, O.R.
w
cn
w
w
�rr PARCEL 'A'
-' 152.34' 65'
° N 86`20' 1 W 'n N
°O 4—
/ GANNET STREET
STY LINE DOC. RECORDED
SEPTEMBER 14, 1962 IN
L / — — BOOK 3221, PAGE 38, O.R.
N 89'21'42" W 2670.21' — —
SCALE: 1 " = 100'
100 50 0 100 200 300��,
SHEET 2 OF 7
GRAPHIC SCALE I : \52546 \MAPPING \TR. 29677- 1\ EASEMENT SD &S.DWG 3/18/05
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
PARCEL PC, to
DOCK. 0 O.R. �¢- ,� �¢• cnn
V w
W
Q N
_
CURVE TABLE — PARCEL 2,
I INF TAR! F
N
t
w
W
w
cn
DELTA
RADIUS
LENGTH
C5
A= 03'23'10"
R= 685.00
L= 40.48'
C6
A= 84'27'49"
R= 685.00
L= 1009.80
C7
A= 8'750'59"
R= 685.00
L =1059.28
C8
A =06'08'21
R= 813.00
L= 87.11'
C9
A= 65'20'19"
R= 850.00
L= 969.32'
C10
A= 89'59'08"
R= 813.00
L= 1276.85
C11
6= 8731'59"
R= 813.00
L= 1242.06
C1
=0 '27' 9"
R= 813.00
L=34.80'
I INF TAR! F
N
t
w
W
w
cn
DOC. S 2004-0028717 O.R.
.co V
S.
c
FIELDMASTER STREET
LO
W� M6 �6 moo`
---�— PARC 'A' N 89 w
.-1 GANNET STREET
SCALE: 1 " = 100'
Ix
/>x
BEARING
6v
DISTANCE
L1
N
89'20'55"
W
712.65'
L5
N
5751'59"
W
20,58-
L6
'
L7
N
38'54' 17"
E
18.47'
L8
N
26'33'29"
W
18.47'
L9
N40'3'1
"W
'
10
IN
8349'36"
W R
165.00'
DOC. S 2004-0028717 O.R.
.co V
S.
c
FIELDMASTER STREET
LO
W� M6 �6 moo`
---�— PARC 'A' N 89 w
.-1 GANNET STREET
SCALE: 1 " = 100'
Ix
/>x
6v
L10
37'
37'
1
1
m
m
�
`
74'w
O
W
r
�C�l
d
/fir
p
o0
�
z�
z
z
O
SEE
DETAIL
SHEET 7
9373
SHEET 3 OF 7
I : \52546 \MAPPING \TR. 29677- 1\ EASEMENT SD &S.DW 12/06/04
' co
Lo
Go
N 33'02'19" W 18.03'-"
N 89'20'55" W 74.00'
GRAPHIC SCALE
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
W. LINE PARCEL A INSTR. NO' 2004-965712
REC. 1232004 O.R.
S'LY LINE DOC.
— — ` NO. 3327, REC. 7/26/50, Q.R.
N 89'21'42" W 46 4.99'
FARM IC9
N 1749'44" W 77.44' N 2 W RAD
DOG. 0 2000 4 °0980648 O.R. N 28 W RAD \
CURVE TABLE - - - - -r ---- I
R L =1242. 06
�: rr
d
6v
j co
� O
1 � �
I
1
c1i
3
G
BEARING DISTANCE
L5 N 52'51'59" W 20.58'
L6 N 83'49'36" W 75.12'
L7 N 38'54' 17" E 18.47'
L8 N 26'33'29" W 18.47'
L9 N 40'31'11" W 20.58'
L10 N 83'49'36" W 165.00'
ss a 6e
2004-0028717 oO�o
/�rr
\, SEE DETAIL4`'�
SHEET 7
1
f SCALE: 1" = 100'
1 100 50 0 100 200 300
I �
✓ I
I
N 8712 GRAPHIC SCALE '46" W (RAD) 56 .00' SHEET 4 OF 7
I : \52546 \MAPPING \TR. 29677- 1 \EASEMENT SD &S.DWG 3/18/05
MOST S'LY CORNER b /
DOC. #
2004 - 0980850, Q.R. 2
/ Jv
cn
Q W
LINE TABLE An
DELTA R
RADIUS L
LENGTH
C5 A
A= 02310" R
R= 685.00 L
L= 40.48'
C6 A
A= 84'27'49" R
R= 685.00 L
L= 1009.80
C7 A
A= 87'50'59 R
R= 685.00 L
L= 1059.28
C8 A
A= 06'08'21 R
R=813.00 L
L= 87.11'
C9 A
A= 65720'19" R
R= 850.00 L
L= 969.32'
C11 A
A= 8731'59" R
R= 813.00 R
�: rr
d
6v
j co
� O
1 � �
I
1
c1i
3
G
BEARING DISTANCE
L5 N 52'51'59" W 20.58'
L6 N 83'49'36" W 75.12'
L7 N 38'54' 17" E 18.47'
L8 N 26'33'29" W 18.47'
L9 N 40'31'11" W 20.58'
L10 N 83'49'36" W 165.00'
ss a 6e
2004-0028717 oO�o
/�rr
\, SEE DETAIL4`'�
SHEET 7
1
f SCALE: 1" = 100'
1 100 50 0 100 200 300
I �
✓ I
I
N 8712 GRAPHIC SCALE '46" W (RAD) 56 .00' SHEET 4 OF 7
I : \52546 \MAPPING \TR. 29677- 1 \EASEMENT SD &S.DWG 3/18/05
MOST S'LY CORNER b /
DOC. #
2004 - 0980850, Q.R. 2
/ Jv
cn
Q W
LINE TABLE An
ss a 6e
2004-0028717 oO�o
/�rr
\, SEE DETAIL4`'�
SHEET 7
1
f SCALE: 1" = 100'
1 100 50 0 100 200 300
I �
✓ I
I
N 8712 GRAPHIC SCALE '46" W (RAD) 56 .00' SHEET 4 OF 7
I : \52546 \MAPPING \TR. 29677- 1 \EASEMENT SD &S.DWG 3/18/05
MOST S'LY CORNER b /
DOC. #
2004 - 0980850, Q.R. 2
/ Jv
cn
Q W
LINE TABLE An
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
��g87.00 L=252-26
r a =�� PARCEL 'A'
R�85d � L =1334.96'
�f� C11
� Q2`2�5� W RAC n � _
�- 21 b
�o
r� Sri
cn
Ld
1 00 L= 9fi6.81'
_ L14
En
PARCEL 'B'�
it
1
N 00'38'13';E RADJ
CURVE TABLE
SCALE: 1 " = 100'
100 50 0 100
I
D®Cd
FIELDMASTER STREET
I
r N 89'21'47" W 1
89'21'4 W 43.00'
- POINT 'A'
cD
RADIUS
LENGTH
PARCEL B
A= 84'27'49"
R= 685.00
L =1009.80'
18.03'
A= 87'50'59"
R =685.00
L =1059.28'
N
A= 65'20'19"
R= 850.00
L= 969.32'
111 DELTA
A= 8731'59"
R= 813.00
L= 1242.06'
N
A= 03'04'10'
R= 813.00
L= 43.56'
SCALE: 1 " = 100'
100 50 0 100
I
D®Cd
FIELDMASTER STREET
I
r N 89'21'47" W 1
89'21'4 W 43.00'
- POINT 'A'
cD
P.O.B.
tz
PARCEL B
N
5656'49"
E
18.03'
w
w
N
cn
BUSHMASTER STREET
75.00'
PARCEL C.
DOC W#J 200�l- 09bO34�3 O F;
I INF TARI F
200 300
SHEET 5 OF 7
1 : \52546 \MAPPING \TR. 29677 --1 \EASEMENT SD &S.DWG 3/18/05
BEARING
DISTANCE
L11
N
5656'49"
E
18.03'
L12
N
0938'13"
E
75.00'
L13
N
4
W
21.21'
L14
N
89'21'47'
W
43.00'
L15
N
0938'13"
E
56.00'
L16
N
5T37 54
W
18.47'
L17
N
0938"15"
E
75.12'
L18
N
43'56'38"
E
1 20.58'
200 300
SHEET 5 OF 7
1 : \52546 \MAPPING \TR. 29677 --1 \EASEMENT SD &S.DWG 3/18/05
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
— N 89'21'4
2" W � CHANDLER STREET P.O.C.
N
o a 600 2000 4=00 680W0 GA. I V> c'q
c I
P.O.B. f�
�Q
PARCEL A I z
FIELDMASTER STREET N 4538'09" E 31.08'
N 89'21'47' W 907.91'
N 89'21'47" W 1001.89' PARCEL 'A' —
I
929.89' 72'
L
to
W
x
W
W
72'
f
I
I ui
P ° (�' C �(�[Q� ui
DOG' e 0 2004 clas0 m CA. Q
I
Q
m�
2
U
Q
SCALE: 1 " = 100'
100 50 0 100 200 300 95
� SHEET 6 OF 7
1 52546 MAPPING TR. 29677-A EASEMENT SD &S.DWG 3Z18/05
EXHIBIT B
SECTION 3, TOWNSHIP 3 SOUTH, RANGE 7 WEST, SAN BERNARDINO BASE AND MERIDIAN.
LINE TABLE
A A ZO
Y J
rr Sri � u
� r )
Q � A
Q Q O co
1
co
.�
'
a s 4 co C i
to � W
rr
) ! rr
° 6y °
co
a
co CD ul
rr
cc
C10
37' 37'
AI
50 25 0
3
I V
r�
L 6
r PARC ,
co
U
L 10 � �
GROUSE STREET
L6
N
U
j - 4 4 to
U
N 8712'4fi W RAD
56.00'
EE
° 'I
L
z�
BEARING
CURVE
DELTA
A= 03'23'10"
A= 8427'49"
A= 87'50'59"
A= 06'08'21
A= 65'20'19"
A= 03'04'11"
A =8731'59"
' 7'09" I
DISTANCE
L5
N
5751'59"
W
20.58'
L6
N
83'49'36"
W
75.12'
17
I N
38'54'17"
E
18.47'
L8
N
2633'29
W
18.47'
L9
N
40'31' 11"
W
20.58'
110
N
8,749'36"
W R
165.00'
L 6
r PARC ,
co
U
L 10 � �
GROUSE STREET
L6
N
U
j - 4 4 to
U
N 8712'4fi W RAD
56.00'
EE
° 'I
L
z�
#
C5
C6
C7
C8
C9
C10
C11
CURVE
DELTA
A= 03'23'10"
A= 8427'49"
A= 87'50'59"
A= 06'08'21
A= 65'20'19"
A= 03'04'11"
A =8731'59"
' 7'09" I
TABLE
RADIUS
LENGTH
R= 685.00
L= 40.48'
R= 685.00
L= 1009.80
R= 685.00
L =1059.28
R= 813.00
L= 87.11'
R= 850.00
L= 969.32'
R =813.00
L= 43.56'
R= 813.00
L= 1242.06
R= 813.00
I L= 34.80'
SCALE: 1" = 50'
50
GRAPHIC SCALE
100
150
SHEET 7 OE 7
1 : \52546 \MAPPING \TR. 29677 - 1\ EASEMENT SD &S.DWG 12/0