HomeMy WebLinkAboutPC 2020-06PLANNING COMMISSION
RESOLUTION NO. 2020-06
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR,
CALIFORNIA, FINDING THAT THE PROPOSED TRANSFER OF PROPERTY FROM THE
COUNTY OF LOS ANGELES DEPARTMENT OF PARKS AND RECREATION TO
ACCOMMODATE ROADWAY IMPROVEMENTS RELATED TO THE 57/60 CONFLUENCE
PROJECT IS IN CONFORMANCE WITH THE GENERAL PLAN OF THE CITY OF
DIAMOND BAR PURSUANT TO GOVERNMENT CODE SECTION 65402(A).
A. RECITALS
(i) WHEREAS, on April 18, 1989, the City of Diamond Bar was established as a duly
organized municipal corporation of the State of California;
(ii) WHEREAS, on July 25, 1995, the City of Diamond Bar adopted its General Plan
incorporating all State mandated elements;
(iii) WHEREAS, on December 17, 2019, the City of Diamond Bar adopted its
Comprehensive General Plan Update incorporating all State mandated elements;
(iv) WHEREAS, the 57/60 Confluence Project was created in collaboration with
Caltrans, the cities of Industry and Diamond Bar, which is a three-phase program
of improvements consisting of ramp and interchange reconfigurations as well as
the addition of lanes to improve congestion and minimize accidents;
(v) WHEREAS, a portion of the Diamond Bar Golf Course property owned by the
County of Los Angeles Department of Parks and Recreation must be transferred
to City partners to complete the roadway improvements for Phase IIA of the 57/60
Confluence Project;
(vi) WHEREAS, the area to be transferred is approximately 3.7 acres, as shown in
the attached Exhibits A. The proposed right-of-way is approximately 0.74 acres in
area, and would become part of the roadways of Grand Avenue and Golden
Springs Drive and the slope area encompasses approximately 2.96 acres;
(vii) WHEREAS, the cities of Industry and Diamond Bar are still currently in
negotiations as to which city will be maintaining the acquired areas;
(viii) WHEREAS, Section 65402(a) of the Government Code of the State of California
requires that no street shall be acquired by dedication or otherwise for street,
square, park or other public purposes until the location, purpose and extent has
been submitted to and reported upon by the planning agency of the City as to
conformity with adopted General Plan or part thereof; and
(ix) WHEREAS, on February 25, 2020, at a regularly scheduled meeting, the
Planning Commission, considered the matter of the proposed transfer of property
from the County of Los Angeles Department of Parks and Recreation to
accommodate roadway improvements related to the 57/60 Confluence Project to
be in conformance with the Diamond Bar General Plan, and concluded said
review prior to the adoption of this Resolution.
NOW, THEREFORE, THE PLANNING COMMISSION OF THE CITY OF DIAMOND
BAR DOES HEREBY RESOLVE AS FOLLOWS:
1. The Planning Commission hereby specifically finds that all of the facts set forth in
the Recitals, Part A, of this Resolution are true and correct.
2. The Planning Commission hereby finds that the proposed transfer of property is in
conformance with the adopted General Plan of the City of Diamond Bar as follows:
Circulation Element
(a) Goal CR-G-7 states: Ensure smooth traffic flows by maintaining or improving
traffic levels of service (LOS) that balance operational efficiency, technological
and economic feasibility, and safety.
The Project will support an operational flexibility to the two merged freeways
and improve LOS in the 57160 Confluence from an "I" to a "C" or better.
(b) Goal CR-G-9 states: Create and maintain programs for funding transportation
improvements, with fair and equitable sharing of transportation improvement
costs.
Phase 11A is the construction of $16.8 million street widening improvements and
is fully funded with a $6.8 million grant from the Los Angeles County
Transportation Authority (Metro) and the City of Industry.
(c) Policy CR-P-7 states: Maintain roadway design standards to manage vehicle
speeds and traffic volumes, updating them as needed.
The Project will provide an improvement to the roadways by relieving
congestion and minimize accidents.
(d) Policy CR-P-18 states: Prioritize and phase improvements through the City's
Capital Improvements Program process as development proceeds, given the
extended time frame of General Plan implementation.
The 57160 Confluence Project is a three-phase program of improvements
consisting of ramp and interchange reconfigurations as well as the addition of
auxiliary collector/distributor and bypass lanes to significantly reduce the
weaving and the resulting congestion and accidents. Phase IIA of the Project
includes the widening of the intersection at Grand Avenue and Golden Springs
Drive and implementation of landscape and hardscape elements with
decorative traffic signals, which is part of the fiscal year 2019-2020 Capital
Improvement Program.
(e) Policy CR-P-26 states: As opportunities arise, coordinate with other
jurisdictions, including neighboring cities, Los Angeles County, San Bernardino
County, and Caltrans, on improvements to street segments common to the City
of Diamond Bar and other jurisdictions.
The City is working in collaboration with the City of Industry and Caltrans to
improve traffic operations and safety on SR-57 and SR-60 at the Grand Avenue
interchange.
(f) Policy CR-P-29 states: Solicit State and Federal funds to improve area
freeways and local streets.
�a
The $256 million project will be constructed in three phases with a combination
of local, county and federal funding sources. Phase IIA is the construction of
$16.8 million street widening improvements and is fully funded with a $6.8
million grant from Metro and the City of Industry.
3. The Planning Commission hereby finds that the proposed transfer of property is
found to be exempt from the provisions of the California Environmental Quality Act
(CEQA), pursuant to Section 15061(b)(3) because "the activity is covered by the
general rule that CEQA applies only to projects, which have the potential for
causing a significant effect on the environment. Where it can be seen with
certainty that there is no possibility that the activity in question may have a
significant effect on the environment, the activity is not subject to CEQA."
4. Based on the findings and conclusions set forth above, this Resolution shall serve
as the Planning Commission's finding regarding the General Plan conformity of the
proposed transfer of property from the County of Los Angeles Department of Parks
and Recreation to accommodate roadway improvements related to the 57/60
Confluence Project, as required by California Government Code Section 65402(a).
The Planning Commission shall:
(a) Certify as to the adoption of this Resolution; and
(b) Forthwith transmit a certified copy of this Resolution to Lee Barocas, Planning
and Development Agency, County of Los Angeles Department of Parks and
Recreation, 1000 S. Fremont Avenue, Building A-9 West, 3rd Floor - Unit #40,
Alhambra, California 91803, and Joshua Nelson, PE, Director of Public
Works/City Engineer, 15625 E. Stafford Street, City of Industry, CA 91744.
APPROVED AND ADOPTED THIS 25TH DAY OF FEBRUARY 2020, BY THE PLANNING
COMMISSION OF THE CITY OF DIAMOND BAR.
14
BY:
Naila Barlas, Chairperson
I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing
Resolution was duly introduced, passed, and adopted by the Planning Commission of the
City of Diamond Bar, at a regular meeting of the Planning Commission held on the 25th day of
February, 2020, by the following vote:
AYES: Commissioners: Mok, Rawlings, VC/Farago, Chair/Barlas
NOES: Commissioners: None
ABSENT: Commissioners: None
ABSTAIN: Commissioners: None
j�>l�/ ---
Greg Gubman, Secretary
3
EXHIBIT "A"
RIGHT OF WAY - FEE SIMPLE
APNs: 8717.001m907 AND 908, 8717.002.905 AND 906
LEGAL DESCRIPTION
THOSE PORTIONS OF THE LAND IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, DESCRIBED IN THE DEED
RECORDED SEPTEMBER 30, 1970, AS INSTRUMENT NO, 3839, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
PARCEL A
BEGINNING AT THE CENTERLINE INTERSECTION OF GOLDEN SPRINGS DRIVE
(80,00 FEET WIDE) WITH GRAND AVENUE (100,00 FEET WIDE), AS SHOWN ON
COUNTY SURVEYOR'S MAP NO. B-5367-3, AS FILED IN SAID COUNTY;
THENCE ALONG SAID CENTERLINE OF GOLDEN SPRINGS DRIVE, NORTH 55°51'40"
EAST (RECORD NORTH 55040'25" EAST), 385.89 FEET;
THENCE LEAVING SAID CENTERLINE, NORTH 34°08'20" WEST, 40.00 FEET TO THE
NORTHERLY LINE OF SAID GOLDEN SPRINGS DRIVE, AND THE TRUE POINT OF
BEGINNING;
THENCE ALONG SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE AND THE
EASTERLY LINE OF SAID GRAND AVENUE, THE FOLLOWING THREE (3) COURSES:
1. SOUTH 55°51'40" WEST, 306.18 FEET TO THE BEGINNING OF A CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 27.00 FEET
2. WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92056'34"
AN ARC LENGTH OF 43.80 FEET TO THE BEGINNING OF A COMPOUND CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,949,93 FEET, A RADIAL
LINE FROM SAID BEGINNING OF A CURVE BEARS NORTH 5804814" EAST
3. NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
1 I°46'03" AN ARC LENGTH OF 605.86 FEET
THENCE LEAVING SAID EASTERLY LINE OF GRAND AVENUE, THE FOLLOWING
TEN (10) COURSES:
1.
SOUTH 28°4T41"EAST, 148.32 FEET TO THE
BEGINNING
OF
ANON -TANGENT
CURVE, CONCAVE EASTERLY, HAVING
A RADIUS
OF
2,134.00 FEET, A
EXHIBIT "A" -Page 1 of 5
' J:IIEOJobs115810 WKE SR 57-50 Intchg ImplOfficeICADILegaIsITCE &Slope Easements115810_ROW114421row
dedi_exA.docx
Towill, Inc. e 888 W. Town and Country Road o Orange o California o 928684712 a 549.261.1900 o 949.251.1905 fax
www.fowill.00m
r? EXHIBIT "A"
RIGHT OF WAY - FEE SIMPLE
APNs: 8717-001.907 AND 908, 8717.002.905 AND 906
LEGAL DESCRIPTION
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 69040'30"
EAST
2. SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 02°44'22"
AN ARC LENGTH OF 102.03 FEET
3. SOUTH 59°OS'40" EAST, 5.11 FEET
4. SOUTH 23°44'46" EAST, 42.45 FEET
5. SOUTH 11°36'07" WEST, 4.68 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,133,75 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 65034152"
EAST
6. SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03018'46" AN ARC LENGTH OF 123,37 FEET TO THE BEGINNING OF A
COMPOUND CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
2,933.71 FEET, A RADIAL LINE FROM SAID BEGINNING OF A CURVE BEARS
NORTH 62016'06" EAST
7. SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03013'38" AN ARC LENGTH OF 165,24 FEET
8. SOUTH 77°32'15" EAST, 35.78 FEET
9. NORTH 55051138" EAST, 184.91 FEET
10. NORTH 64032145" EAST, 107.85 FEET TO SAID NORTHERLY LINE OF GOLDEN
SPRINGS DRIVE, AND THE TRUE POINT OF BEGINNING
THE ABOVE DESCRIBED PARCEL CONTAINS 14,425 SQUARE FEET OR 0.331 ACRES,
MORE OR LESS.
PARCEL B
BEGINNING AT THE CENTERLINE INTERSECTION OF GOLDEN SPRINGS DRIVE
(80.00 FEET WIDE) WITH GRAND AVENUE (]00.00 FEET WIDE), AS SHOWN ON
COUNTY SURVEYOR'S MAP NO, B-5367-3, AS FILED IN SAID COUNTY;
EXHIBIT "A" -Page 2 of 5
J:IIEOJobs115810 WKE SR 57-60 Intchg ImplOfficelCADlLegalslTCE &Slope Easements115810_ROW114421row
dedi_exA.docx
Towill, Inc. e 888 W. Town and Country Road e Orange* California . 92868-4712 o 940.261.1900 o 949.261.1908 fax
www.towill.com
3
rrrr
EXHIBIT "A"
RIGHT OF WAY • FEE SIMPLE
APNs: 8717-001.907 AND 908, 8717.002m905 AND 906
LEGAL DESCRIPTION
THENCE ALONG SAID CENTERLINE OF GOLDEN SPRINGS DRIVE, THE FOLLOWING
TWO (2) COURSES:
1. SOUTH 55°53'16" WEST (RECORD SOUTH 55°40'25" WEST), 90.14 FEET TO THE
BEGINNING OF A CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS
OF 1,149.97 FEET
2. SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0900TI6" AN ARC LENGTH OF 181,73 FEET
THENCE LEAVING SALD CENTERLINE OF GOLDEN SPRINGS DRIVE, NORTH 42°2T07"
WEST, 43,87 FEET TO SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE, AND THE
TRUE POINT OF BEGINNING, SAID POINT ALSO BEING THE BEGINNING OF A NON -
TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 629,99 FEET,
A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 37001'01" EAST;
THENCE ALONG SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE AND THE
WESTERLY LINE OF SAID GRAND AVENUE, THE FOLLOWING SIX (6) COURSES:
NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
02052'41" AN ARC LENGTH OF 31.65 FEET
2. NORTH 55°51'42" EAST, 0.90 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,189.97 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 41035'14"
EAST
3. NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
07°28'30" AN ARC LENGTH OF 155.25 FEET
4. NORTH 55°53'16" EAST, 36.16 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 27.00 FEET, A RADIAL
LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 85010'58" WEST
5. NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 36020'49"
AN ARC LENGTH OF 17.13 FEET TO THE BEGINNING OF A REVERSE CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,049.93 FEET, A RADIAL
LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 58028'12" EAST
EXHIBIT "A" -Page 3 of 5
J:IIEOJobs115810 WKE SR 57-60 Intchg ImplOffcelCADlLegalslTCE &Slope Easements115810_ROW114421row
dedi_exA.docx
7awili. Inc. 0 008 4�++. Town and Country Roars ®Orenne v California o 92868-4712 0 949.Y 1.1300 ®94rJ25i.1905 fax
www,towiii.com
EXHIBIT "A"
RIGHT OF WAY - FEE SIMPLE
APNs: 8717.001.907 AND 908, 8717.002.905 AND 906
LEGAL DESCRIPTION
6, NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08046'28" AN ARC LENGTH OF 467,08 FEET THE SOUTHERLY CORNER OF THE
LAND DESCRIBED IN THE DOCUMENT ENTITLED "ROAD DEED", 100,00 FEET
WIDE EASEMENT FOR PUBLIC ROAD AND HIGHWAY PURPOSES, TO BE
KNOWN AS GRAND AVENUE, RECORDED NOVEMBER 05, 1963, AS
INSTRUMENT NO. 4796 IN BOOK D2246 PAGE 48, OFFICIAL RECORDS OF SAID
COUNTY
THENCE ALONG THE SOUTHWESTERLY LINE OF THE LAND DESCRIBED 1N SAID
ROAD DEED, NORTH 22046'28" WEST, 168.40 FEET;
THENCE LEAVING SAID SOUTHWESTERLY LINE, THE FOLLOWING FIVE (5)
COURSES:
1, SOUTH 73°12'19" WEST, 14.04 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,279.00 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 73012119"
EAST
2. SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°56' 13"
AN ARC LENGTH OF 435.03 FEET TO THE BEGINNING OF A COMPOUND
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,078.96 FEET, A
RADIAL LINE FROM SAID BEGINNING OF A CURVE BEARS NORTH 620I606"
EAST
3. SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03°38'13" AN ARC LENGTH OE 195.45 FEET
4. SOUTH 1l °57126" WEST, 3514 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,193.99 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 34042'22"
EAST
5. SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08°28'15" AN ARC LENGTH OF 176.53 FEET TO SAID NORTHERLY LINE OF
GOLDEN SPRINGS DRIVE, AND THE TRUE POINT OF BEGINNING
THE ABOVE DESCRIBED PARCEL CONTAINS 18,310 SQUARE FEET OR 0.420 ACRES,
MORE OR LESS.
EXHIBIT "A" -Page 4 of 5
J:11EOJobs115810 WKE SR 57-60 Intchg ImplOfficelCAD\LegaIsITCE &Slope Easements115810_ROW114421row
dedi—ex A.docx
Tosvill, Inc. a 886 W. Town and Country Road o Grange a California a 9206b-4712 o 94g,281.1900 ° 949.264:.19C5 tax
www.towill.com
I �a
7
EXHIBIT "A"
RIGHT OF WAY • FEE SIMPLE
APNs: 8717.001.907 AND 908, 8717-002-905 AND 906
LEGAL DESCRIPTION
BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE ON THE
CALIFORNIA COORDINATE SYSTEM, ZONE V (NAD83), 1991,35 EPOCH, DIVIDE GRID
DISTANCES SHOWN BY 0,999976526 TO OBTAIN GROUND LEVEL DISTANCES.
THIS DESCRIPTION WAS PREPARED BY ME, OR UNDER MY DIRECTION, 1N
CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS' ACT.
AS SHOWN ON EXHIBIT "B" ATTACHED HEREWITH AND MADE A PART HEREOF,
PREPARED BY ME OR UNDER MY DIRECTION.
?---�-2/09/2019 (JAMES
R.RIGS, PLS 8823 DATE
R. RIOS
No. 8823
EXHIBIT "A" -Page 5 of 5
J:11EOJobs115810 WKE SR 57-60 Intchg ImplOfficelCADlLegalslTCE &Slope Easements115810_ROW114421row
dedi_exA.docx
Towill, Inc. o 888 W. Town and County Road o Orange a California -D 92868-4712 ® 949.261.1900 x 949 261.1905 fax
www.towill.com
EXHIBIT "B" - RIGHT OF WAY - FEE SIMPLE
' ROAD DEED, RECORDED
11/05/1963, AS INST.
' No. 4796, O.R.
50'
7 PURPOSED SLOPE
EASEMENT
w fi i �Po�
APNs
8717-002-905 & 906
DEED RECORDED
09/30/1970,
AS INSTRUMENT
SEE DETAIL `\ NO* 3839, O.R.
"A" HEREON `
\
911
J .c4.. i c`'Sv`� i
I
I
�f
<li M n
vi
S59102'29"
i
P.0.8.
LEGEND
=N55'51'38"E 184.913
S55'51'40"W 306.18'
385.89' [N55'40'25"E]
GOLDEN
DESCRIPTION AREA
AFFECTED PROPERTY
CENTERLINE
ADJACENT PROPERTY
INDICATED RECORD DATA
PER COUNTY SURVEYOR'S
MAP NO. 8-5367-3
N64:32'45"E T.P.0.6.
�10Ztts__ � PCL A
40.00'
SPRINGS DRIVE
I
s'I :V O M
^ N p
N
1
1
Sp9p5 .�
St t'36'07"W
T � M
M� N
tl' DETAIL "A"
SCALE:1"=20'
//4
SCALE
1" = 100'
SHEET 2 OF 3
Surveying, Mapping
aand GI
888 W. Town and Country Road
Orange, CA 92868
(949) 261-1900 - www,towill.com
EXHIBIT "B" - RIGHT OF WAY -
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
Cl
092056'34"
27,00'
43.80'
C2
002652141"
629.99'
31.65'
C3
007'28'30"
1189,97'
155,25'
C4
03620'49"
27.00'
17.13'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N34608'20"W
(RAD)
L2
N55'51'420E
0.90,
L3
N34'06144"W
(RAD.)
L4
N55053'160E
36.16'
L5
N85'1058"W
(RAD.)
L6
I S7312119"W
1 14.04'
- 7 r
i I �
CS Aizo
3
�i OOP/ OOP .y / A�p vV� --
�P�
T.P.0.8. \9� R=1193.9V L=176.53' /
PCL B C3 L4 (s
E N42'Z7'07"W' c2 ; L2i SPRINGS
43.87' 6=9003'16" 90.14'
GO��N R=1149.97' S55053'16"W
LEGEND L=181.73 [S55'40'25"W]
DESCRIPTION AREA
AFFECTED PROPERTY
CENTERLINE
ADJACENT PROPERTY
INDICATED RECORD DATA
PER COUNTY SURVEYOR'S
MAP N0. B-5367-3
L6
P.0.8.
EE SIMPLE
oZo
UQ�
�
a
�
�
N
o�
4
SCALE
1"=100'
SHEET 3 Of 3
Servicesing
�V•- andG
888 A, Town and Country Road
Orange, CA 92868
(949) 261-1900 - www.towill.com
PARCEL: 15810 -
ROW EASEMENT
(PARCEL
A
CLOSURE)
P.O.B. NORTHING:
1,824,838.2133
P.O.B.
EASTING: 6,615,678.1645
BEARING: N55°51'40"E DISTANCE: 385.89'
NORTHING: 1,825,054,7726 EASTING: 6,615,997.5544
BEARING: N34°08'20"W DISTANCE: 40.00'
NORTHING: 1,825,087.8790 EASTING: 6,615,975,1069
T.P.O.B. NORTHING: 1,825,087.8790 T.P.O.B. EASTING:
67615,975.1069
BEARING:
S55°51'40"W
DISTANCE:
306.18'
NORTHING:
1,824,916.0486
EASTING:
6,615,721.6850
RADIAL IN: N34°08'20"W RADIAL OUT: S58°48'14"W
DELTA: 92056'34" RADIUS: 27.00' LENGTH: 43.80'
TANGENT: 28.42' CHORD: 39,15'
NORTHING: 1,824,924.4105 EASTING: 6,615,683,4382
RADIAL IN: N58°48'14"E RADIAL OUT: S70°34'17"W
DELTA: 11°4603" RADIUS: 2,949,93LENGTH: 605.86'
TANGENT: 304.00' CHORD: 604.79'
NORTHING: 1,825,471.1356 EASTING: 6,615,424.8573
BEARING: S28047141"E DISTANCE: 148.32'
NORTHING: 1,825,341.1532 EASTING: 6,615,496.3002
RADIAL IN: N69040130"E RADIAL OUT: S66056'08"W
DELTA: 02°44'22" RADIUS: 2,134.00' LENGTH: 102.03'
TANGENT: 51.03' CHORD: 102602'
NORTHING: 1,825,246.3582 EASTING: 6,615,534.0137
BEARING: S59005'40"E
NORTHING: 1, 825, 243.7354
BEARING: S23°44'46"E
NORTHING: 1,825,204.8760
BEARING: S11°36'07"W
NORTHING: 1, 825, 200.2902
DISTANCE: 5.11'
EASTING: 6, 615, 538.3952
DISTANCE: 42.45'
EASTING: 6, 615, 555.4906
DISTANCE: 4.68'
EASTING: 6,615, 554.5491
RADIAL
IN:
N65°34'52"E
RADIAL OUT: S62°16106"W
DELTA:
03°18'46"
RADIUS:
2,133.75' LENGTH: 123.37'
TANGENT:
61.70'
CHORD:
123.35'
NORTHING:
1,825,089.4914
EASTING: 6,615,608.7693
RADIAL
IN:
N62°16106'E
RADIAL OUT: S59°02'29"W
DELTA:
03°13'38"
RADIUS:
2,933.71' LENGTH: 165.24'
TANGENT:
82.64
CHORD:
165.22'
NORTHING:
1,824,945,4740
EASTING: 6,615,689,7373
BEARING: S77°32'15"E
NORTHING: 1,824,937.7516
BEARING: N55°51'38"E
NORTHING: 1, 825, 041.5258
BEARING: N64°32'45"E
NORTHING: 1, 825, 087.8790
DISTANCE: 35.78'
EASTING: 6, 615, 724.6788
DISTANCE: 184.91'
EASTING: 6, 615, 877.7250
DISTANCE: 107.85'
EASTING: 6, 615, 975.1069
PERIMETER: 2,301.47'
AREA: 14,424,99 square feet / 0.331 acres
CLOSING DISTANCE: 0,00'
CLOSING BEARING: N00°00'00"E
PRECISION: 1:2301147,3171844
PARCEL: 15810 ROW EASEMENT (PARCEL B CLOSURE)
P.O.B. NORTHING: 1,824,838.2131 P.O.B. EASTING: 6,615,678.1643
BEARING:
S55°53'16"W
DISTANCE: 90.14'
NORTHING:
1,824,787.6618
EASTING:
6,615,603.5345
RADIAL IN: N43°10'00"W RADIAL OUT: S34°06'44"E
DELTA: 09003'16" RADIUS: 1,149,97' LENGTH: 181.73'
TANGENT: 91.05' CHORD: 181.54'
NORTHING: 1,824,674.3045 EASTING: 6,615,461,7346
BEARING:
N42°27'07"W
DISTANCE: 43.87'
NORTHING:
1,824,706.6734
EASTING:
6,615,432.1238
RADIAL IN:
S37°01'01"E
RADIAL OUT:
N34008'20"W
DELTA: 02°52'41"
RADIUS:
629.99' LENGTH:
31.65'
TANGENT:
15,83' CHORD: 31.64'
NORTHING:
1,824,725.0837
EASTING:
6,615,457.8599
BEARING:
N55°51'42"E
DISTANCE: 0.90'
NORTHING:
1,824,725.5863
EASTING:
6,615,458.6011
RADIAL IN:
S41035114"E
RADIAL OUT:
N34006'44"W
DELTA: 07028'30"
RADIUS:
1,189.97' LENGTH:
155.25'
TANGENT:
77.73' CHORD: 155.14'
NORTHING:
1,824,820.7786
EASTING:
6,615,581.1025
BEARING:
N55053116"E
DISTANCE: 36.16'
NORTHING:
1,824,841.0560
EASTING:
6,615,611.0384
RADIAL IN: N85010'58"W RADIAL OUT: N58028'12"E
DELTA: 36°20'49" RADIUS: 27.00' LENGTH: 17.13'
TANGENT: 8,86' CHORD: 16.84'
NORTHING: 1,824,857.4423 EASTING: 6,615,607,1478
RADIAL IN: N58°28'12"E RADIAL OUT: S67014'40"W
DELTA: 08°46'28" RADIUS: 3,049.93' LENGTH: 467.08'
TANGENT: 234,00' CHORD: 466.62'
NORTHING: 1,825,272.6747 EASTING: 6,615,394.2720
BEARING: N22°46'28"W
NORTHING: 1,825,427.9457
BEARING: S73°12'19"W
NORTHING: 1,825,423.8879
DISTANCE: 168.40'
EASTING: 6, 615, 329.0835
DISTANCE: 14.04'
EASTING: 6,615,315.6391
RADIAL IN: N730121911E RADIAL OUT: S62016106"W
DELTA: 10°56'13" RADIUS: 2,279.00' LENGTH: 435.03'
TANGENT: 218.18' CHORD: 434.37'
NORTHING:
1,825,021.9023
EASTING:
626152480.2031
RADIAL IN:
N620160611E
RADIAL OUT:
S58037'53"W
DELTA: 03°38'13"
RADIUS:
3,078.96'
LENGTH: 195.45'
TANGENT:
97,76' CHORD: 195.42'
NORTHING:
1,824,851.9044
EASTING:
6,615,576.5795
BEARING:
S11°57'26"W
DISTANCE:
35.14'
NORTHING:
1,824,817.5237
EASTING:
6,615,569.2985
RADIAL IN: S34°42'22"E RADIAL OUT: N43°10'37"W
DELTA: 08°28'15" RADIUS: 1,193.99' LENGTH: 176.53'
TANGENT: 88,42' CHORD: 176.37'
NORTHING: 1,824,706.6734 EASTING: 6,615,432.1238
PERIMETER: 2,048.48'
AREA: 18,309.90 square feet / 0,420 acres
CLOSING DISTANCE: 0,00'
CLOSING BEARING: N00°00'00"E
PRECISION: 1:2041847, 899, 884
w=u
sy l
EXHIBIT "A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
THOSE PORTIONS OF THE LAND IN THE UNINCORPORATED TERRITORY OF THE
COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, DESCRIBED IN THE DEED
RECORDED SEPTEMBER 30, 1970, AS INSTRUMENT NO, 3839, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
PARCEL A
BEGINNING AT THE CENTERLINE INTERSECTION OF GOLDEN SPRINGS DRIVE
(80,00 FEET WIDE) WITH GRAND AVENUE (100,00 FEET WIDE), AS SHOWN ON
COUNTY SURVEYOR'S MAP NO, B-51367-3, AS FILED IN SAID COUNTY;
THENCE ALONG SAID CENTERLINE OF GOLDEN SPRINGS DRIVE, NORTH 55°51'40"
EAST, (RECORD NORTH 55040125" EAST) 385.89 FEET;
THENCE LEAVING SAID CENTERLINE, NORTH 34008120" WEST, 40,00 FEET TO THE
NORTHERLY LINE OF SAID GOLDEN SPRINGS DRIVE;
THENCE ALONG SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE AND
EASTERLY LINE OF SAID GRAND AVENUE, THE FOLLOWING THREE (3) COURSES:
1. SOUTH 55°51'40" WEST, 306.18 FEET TO THE BEGINNING OF A CURVE,
CONCAVE NORTHERLY, HAVING A RADIUS OF 27.00 FEET
2. WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 92056'34"
AN ARC LENGTH OF 43.80 FEET TO THE BEGINNING OF A COMPOUND CURVE,
CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 2,949.93 FEET, A RADIAL
LINE FROM SAID BEGINNING OF A CURVE BEARS NORTH 58048'14" EAST
3. NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
I104603" AN ARC LENGTH OF 605,86 FEET TO THE TRUE POINT OF
BEGINNING
THENCE LEAVING SAID EASTERLY LINE OF GRAND AVENUE, SOUTH 28047141"
EAST, 148.32 FEET TO THE BEGINNING OF ANON -TANGENT CURVE, CONCAVE
EASTERLY, HAVING A RADIUS OF 2,134,00 FEET, A RADIAL LINE FROM SAID
BEGINNING OF CURVE BEARS NORTH 69040'30" EAST;
THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
02°44'22" AN ARC LENGTH OF 102.03 FEET;
EXHIBIT "A" -Page 1 of 6
J:11EOJobs115810 WKE SR 57-60 Intchg ImplOfficelCADlLegalslTCE &Slope
Easements114421_SLOPE_exA114421 slope_exA.docx
Tow;ll, Inc. e 888 VN. Town and Country Road ® Orange a California „ 92868-4712 o 949.261.190u a 949.26';.1906 fax
www.towili.com
.Y> EXHIBIT °A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
THENCE SOUTH 59005140" EAST, 5,11 FEET;
THENCE SOUTH 23°44'46" EAST, 5.22 FEET;
THENCE NORTH 27°24'23" EAST, 69.80 FEET;
THENCE NORTH 51°IB'35" WEST, 26.00 FEET;
THENCE NORTH 21°19'14" WEST, 12.00 FEET;
THENCE NORTH 08°40'08" EAST, 24.00 FEET;
THENCE NORTH 36°34'O1" WEST, 79.88 FEET;
THENCE NORTH 37°09'28" WEST, 87.00 FEET;
THENCE SOUTH 67°23'00" WEST, 29.93 FEET TO SAID EASTERLY LINE OF GRAND
AVENUE, AND THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE EASTERLY,
HAVING A RADIUS OF 2,949.93 FEET, A RADIAL LINE FROM SAID BEGINNING OF
CURVE BEARS NORTH 70°37'54" EAST;
THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF GRAND AVENUE AND SAID
CURVE, THROUGH A CENTRAL ANGLE OF 00003'37" AN ARC LENGTH OF 3.11 FEET
TO THE TRUE POINT OF BEGINNING.
THE ABOVE DESCRIBED PARCEL CONTAINS 10,886 SQUARE FEET OR 0.250 ACRES,
MORE OR LESS.
PARCEL B
BEGINNING AT THE CENTERLINE INTERSECTION OF GOLDEN SPRINGS DRIVE
(80.00 FEET WIDE) WITH GRAND AVENUE (100.00 FEET WIDE), AS SHOWN ON
COUNTY SURVEYOR'S MAP NO, 11-5367-3, AS FILED IN SAID COUNTY;
THENCE ALONG SAID CENTERLINE OF GOLDEN SPRINGS ROAD, SOUTH 55053116"
WEST, (RECORD SOUTH 55°40'25" WEST) 90.14 FEET TO THE BEGINNING OF A
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,149.97 FEET;
THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
09°03'16" AN ARC LENGTH OF 181.73 FEET;
EXHIBIT "A" -Page 2 of 6
' J:11EOJobs115810 WKE SR 57-60 Intchg Impl0ffice1CADlLegalslTCE &Slope
Easements114421—SLOPE exA\14421slope_exA.docx
Towill, Inc. • M 'Al. Town and Country Road o Orange o California e 928684712 a 94 .261 1909 e 049,291. 1906 ax
www.towill.com
NJ
`® EXHIBIT "A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
THENCE LEAVING SAID CENTERLINE OF GOLDEN SPRINGS DRIVE, NORTH 4202T07"
WEST, 43.87 FEET TO SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE AND THE
BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHEASTERLY, HAVING A
RADIUS OF 629,99 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS
SOUTH 37001'01" EAST;
THENCE ALONG
SAID NORTHERLY
LINE OF GOLDEN
SPRINGS DRIVE AND
WESTERLY LINE
OF GRAND AVENUE,
THE FOLLOWING SIX
(6) COURSES:
1. NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
0205241" AN ARC LENGTH OF 31,65 FEET
2. NORTH 5505140" EAST, 0.90 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,189,97 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 41035'14"
EAST
3. NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
07028'30" AN ARC LENGTH OF 155.25 FEET
4. NORTH 5505TI6" EAST, 36.16 FEET TO THE BEGINNING OF A NON -TANGENT
CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 27,00 FEET, A RADIAL
LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 85010'58" WEST
5. NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
3602049" AN ARC LENGTH OF 17.13 FEET TO THE BEGINNING OF A REVERSE
CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3,049.93 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 58028112"
EAST
6, NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08046'28" AN ARC LENGTH OF 467.08 FEET TO THE SOUTHERLY CORNER OF
THE LAND DESCRIBED IN THE DOCUMENT ENTITLED "ROAD DEED", 100,00
FEET WIDE EASEMENT FOR PUBLIC ROAD AND HIGHWAY PURPOSES, TO BE
KNOWN AS GRAND AVENUE, RECORDED NOVEMBER 05, 1963, AS
INSTRUMENT NO.4796 IN BOOK D2246 PAGE 48, OFFICIAL RECORDS OF SAID
COUNTY
THENCE ALONG THE SOUTHWESTERLY LINE OF THE LAND DESCRIBED IN SAID
ROAD DEED, NORTH 22°46'28" WEST, 168.40 FEET;
EXHIBIT "A" -Page 3 of 6
J:\IEOJobs11581D WKE SR 57-60 Intchg Imp\OfficelCAD\LegaIslTCE &Slope
Easements114421 _SLCPE_exA114421 slope_exA,docx
Towill, Inc. s 888 W. Town and Country Road o Orange c CaVarnia o 92868-4712 c 949.261.1900 a 949.261.1905 fax
www.towill.com
THENCE LEAVING SAID
COURSES:
EXHIBIT "A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
SOUTHWESTERLY LINE,
THE FOLLOWING SIX (6)
1. SOUTH 73°12'19" WEST, 14.04 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 2,279,00 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS NORTH 73012119"
EAST
2. SOUTHERLY ALONG
SAID CURVE
THROUGH
A CENTRAL ANGLE OF 00° 13'S0"
AN ARC LENGTH OF
9,18 FEET TO
THE TRUE
POINT OF BEGINNING
3. CONTINUE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 10042'22" AN ARC LENGTH OF 425.85 FEET TO THE BEGINNING OF A
COMPOUND CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF
3,078.96 FEET, A RADIAL LINE FROM SAID BEGINNING OF A CURVE BEARS
NORTH 62016'06" EAST
4. SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
03038'13" AN ARC LENGTH OF 195.45 FEET
5. SOUTH 1 I °57'26" WEST, 35.14 FEET TO THE BEGINNING OF ANON -TANGENT
CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1,193,99 FEET, A
RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 34042'22"
EAST
6. SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
08°28'15" AN ARC LENGTH OF 176.53 FEET TO SAID NORTHERLY L[NE OF
GOLDEN SPRINGS DRIVE, AND THE BEGINNING OF A NON -TANGENT CURVE,
CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 629.99 FEET, A RADIAL
LINE FROM SAID BEGINNING OF CURVE BEARS SOUTH 37001'01" EAST
THENCE ALONG SAiD NORTHERLY LINE OF GOLDEN SPRINGS DRIVE, THE
FOLLOWING TWO (2) COURSES:
SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
28°42'S0" AN ARC LENGTH OF 315.72 FEET TO THE BEGINNING OF A TANGENT CURVE, CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF
1,189,97 FEET, A RADIAL LINE FROM SAID BEGINNING OF CURVE BEARS
SOUTH 58012'04" EAST
EXHIBIT "A" -Page 4 of 6
' J:\IEOJobs115810 WKE SR 57-601ntchg Impl0ffice1CADlLegalslTCE &Slope
Easements114421 SLOPE_ exM4421slope_exA.docx
Towlill, Inc. 0 888 W. Tcwn and Country Road 0 Orange o California 0 92808-4712 0 949.261.1900 . 949.28 1905 fax
www.towiii.com
NL
EXHIBIT "A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
2, SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF
04056'30" AN ARC LENGTH OF 102,63 FEET
THENCE LEAVING SAID NORTHERLY LINE OF GOLDEN SPRINGS DRIVE, THE
FOLLOWING FOURTEEN (14) COURSES:
1. NORTH 63°10'OS" WEST, 85.67 FEET'
2. NORTH 28°24'33" EAST, 225.00 FEET
3. NORTH 35°18'S0" EAST, 225.00 FEET
4. NORTH 45°29'11"EAST, 120.00 FEET
5. NORTH 26°55'20" WEST, 265.00 FEET
6. NORTH 19°24'33" WEST, 75.73 FEET
7. NORTH 68°51'44" EAST, 31.68 FEET
8. NORTH 08°41'25" EAST, 30.29 FEET
9. NORTH 21°18'S1" WEST, 13.53 FEET
10. NORTH 51°18'35" WEST, 26.27 FEET
i 1. SOUTH 68051116" WEST, 31.61 FEET
12. NORTH 19°24'33" WEST, 11.72 FEET
13. NORTH 02°O4z'S0" WEST, 135.00 FEET
14. NORTH 67023'00" EAST, 65.00 FEET TO THE TRUE POINT OF BEGINNING
THE ABOVE DESCRIBED PARCEL CONTAINS 118,347 SQUARE FEET OR 2.717 ACRES,
MORE OR LESS.
EXHIBIT "A" -Page 5 of 6
J:11EOJobs11581D WKE SR 57-60 Intchg ImplOfficelCADlLegalslTCE &Slope
Easements\ 14421_SLOPE_exA\14421 slope_exA.docx
Towill, Inc.. 888 K Town and CountryRoad o Orange ® California e 928684712 o 949.261.1900 ° 949.261.1906 fax
www.towill.com
vv
EXHIBIT "A"
SLOPE AREA - FEE SIMPLE
LEGAL DESCRIPTION
BEARINGS AND DISTANCES USED IN THE ABOVE DESCRIPTION ARE ON THE
CALIFORNIA COORDINATE SYSTEM, ZONE V (NAD83), 1991.35 EPOCH, DIVIDE
GRID DISTANCES SHOWN BY 0,999976526 TO OBTAIN GROUND LEVEL DISTANCES.
THIS DESCRIPTION WAS PREPARED BY ME, OR UNDER MY DIRECTION, IN
CONFORMANCE WITH THE PROFESSIONAL LAND SURVEYORS' ACT.
AS SHOWN ON EXHIBIT "B" ATTACHED HEREWITH AND MADE A PART HEREOF,
PREPARED BY ME OR UNDER MY DIRECTION.
/09(2019 (('�(JAMES R. RIGS, PLS 8823 DATE R. RIOS
No. 8823
EXHIBIT "A" -Page 6 of 6
J:IIEOJobs115810 WKE SR 57-60 Intchg ImplOffice\CAD1LegaIslTCE &Slope
EasementW 4421SLOPE_exA114421 slope_exA.docx
Towili, Inc. • 888 K Town and Country Road . Orange e California o 92868-4712 a 949,261.1900 o 949.261.1905 fax
www.towiil.com
EXHIBIT "B" - SLOPE AREA - FEE SIMPLE
DEED RECORDED 09/30/1970,
AS INSTRUMENT NO. 3839, O.Ra
ROAD DEED, RECORDED
11/05/1963, AS INST.
No. 4796, O.R.
APNs0
T.P.O.B. 8717-002-905 & 906
PCL A
e T.P.O.B. \ `, PARCEL A
PCL B (SEE SHEET 2) QJ�QSC 5
r 1
m' O O O
O''o i o R
rn CD z
5
o OC3
W a W I bp
i r O m v E 43 NZ B PLLJ
di
�pP y
N aF� P.0.8.00
w W n Z_ A\ S3. WOO '0
tz
s1 y
4Ji O AyA?sy) P` LAND N
i Qo JUG rr �� 0�,
9 G ■
JAMES
PM 4�h �� ■■,,R11III
-�
W02
PMB 3 }%�j'4 No. 6623 SCALE
LEGEND r,TF r =zoo'
P OF C�F SHEET 1 OF 5
DESCRIPTION AREA
AFFECTED PROPERTY Surveying, Mapping
CENTERLINE TOWILLIand GIS Services
— — ADJACENT PROPERTY
888 W. Town and Country Road
[...] INDICATED RECORD DATA Orange, CA 92868
rE
0 PER COUNTY SURVEYORS (949) 261-1900 - www.towill.com
i MAP NO. B-5367-3
EXHIBIT "B" - SLOPE AREA - FEE SIMPLE
50•
W�
LEGEND
iP0
' ROAD DEED, RECORDED
/ 11/05/1963• AS INSTRUMENT NO.
.................. 4796. O.R.
PCL A
� I 1
I ( I
50•
I '
N l! APNs 8717-002-905 & 906
act DEED RECORDED 09/30/19700
s AS INSTRUMENT NO. 3839, O.R.
14
1
v t
m l
C
t0 \
Y
/ SEE DETAIL "B" \
ON SHEET 5 \\
rt \ 1
tl
I
'( !
t ,
�( 1
tt I
it
ii
PURPOSED TEMPORARY
I! i CONSTRUCTION EASEMENT
PURPOSED
• FOOTING
EASEMENT
S55'51'40"W 306.18•
J
N55'S1'40"E 365.89' [N55'40'25"E] �
P•�•e• GOLDEN SPRINGS DRIVE
DESCRIPTION AREA
AFFECTED PROPERTY
CENTERLINE
ADJACENT PROPERTY
INDICATED RECORD DATA
PER COUNTY SURVEYOR'S
MAP NO. B-5367-3
SCALE
T/1�'/ �ISurvelSnServicesin� 888 W. Town and Country Road
Orange, CA 92868
(949) 261-1900 - www.towill.com
is
EXHIBIT "B" — SLOPE AREA mammas A FE
N72'58'29"E
APNs 8717-001-907 & 908
DEED RECORDED 09/30/1970,
AS INSTRUMENT NO. 38399 O.R.
PURPOSED TEMPORARY / "'
CONSTRUCTION EASEMENT mac/ N PARCEL B
z 118,347 S.F.
/
J
N45'29'il'E ro m
120.00'
SJJ G 11
`\ 1. \S� Ira �,, .
\s,�a ass%
titi5p0 E Nam., \ � ,?F
5� \ �
N35ti0 `�� �A p=8'28'15• \rPgpJ I
= p,28' 42 50" 11 L=176.53•
v� 9a L<315.72 C3
R,629.9L4
C2 i
N4243.8 L3
'27'1
GQ��N 6=9'03R=1149.97'
L=181.73'
LEGEND
1"J
DESCRIPTION AREA
AFFECTED PROPERTY
CENTERl1NE
ADJACENT PROPERTY
INDICATED RECORD DATA
PER COUNTY SURVEYOR'S
MAP NO. 8-5367-3
L6
so•
50'
SIMPLE
1/ 1
�
o
�a
O
�\
o
m
pO
o
o u
� y
N
m
fm"J
Z
A
y
mO
O
nl I
J �
SPRINGS DRIVE
90,14'
S55'S3'16"W P.0.6. SCALE
[555'40'25"W] 1' = 100'
SHEET 3 OF 5
TOWILL I SurveiB SerMviceslnp
and GI
888 VV. Town and Country Road
Orange, CA 92868
(949) 261-1900 - www.towill.com
n
i
o
LEGEND
EXHIBIT "B" - SLOPE AREA - FEE SIMPLE
............. ..................................................................................................... ...lr......
APNs 8717-001-907 & 908
DEED RECORDED 09 30 1970, 225p0 w
AS INSTRUMENT NO. 3839, O.R. 50 PARCEL B w
118,347 S.F. iy
F 22yp0 1 c-5g'
R/rIS \ Q�
l�Po/ I SQ��N�S
LINE TABLE
LINE
BEARING
DISTANCE
L1
N34'08'20"W
40.00'
L2
N34608'20"W
(RAD.)
L3
N55'51'40"E
0.90,
L4
N55953'16"E
36.16'
L5
N8510'58"W
(RAD)
L6
S7312'19"W
14.04'
L7
N6310'05"W
85.67'
1.8
N19424'33"W
75.73'
L9
N68451'44"E
31.68'
L10
NOB'41'25"E
30.29'
L11
N2118'51'W
13.53'
L12
N5118'35"W
26.27'
L13
S68'51'16"W
31.61'
L14
N19'24'33"W
11.72'
L15
N6773'00"E
65,00'
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
Ct
092456'34"
27.00'
43.80'
C2
002'52'41"
629,99'
31.65'
C3
007428'30"
1189997'
155.25'
C4
036'20'49"
27.00'
17.13'
CS
00013'50"
2279.D0'
9.18'
4'
SCALE
1' = 100'
SHEET 4 OF 5
TOWI LL I S9rva�saServloesi"0 and G
DESCRIPTION AREA 888 W. Town and Country Road
AFFECTED PROPERTY Orange, CA 92868
CENTERLINE (949) 261-1900 - www.towill.com
ADJACENT PROPERTY I &
pMd
F.1
1
I sa
LEGEND
BIT "B" - SLOPE AREA - FEE SIMPLE
.........................................................................................................
N70'37 54 E (RAD)
oodoododdoodddmoodommod 1
570034'16"W (RAD)
T.P.O.B. —
PCL A
PARCEI
to,a6s
I
F
�c
r
................................................
r
DESCRIPTION AREA
AFFECTED PROPERTY
CENTERLINE
ADJACENT PROPERTY
INDICATED RECORD DATA
PER COUNTY SURVEYOR'S
MAP N0. 8-5367-3
�
O
416mmill dill
cn
O
�tM
CD
0
tVQ
Z
�1
Q'
w
U�
�
�
Z
OZ
QQ
SCALE
SHEET 5 OF 5
�W�LL I SarvelS Servlcestng
v and GI
888 W. Town and Country Road
Orange, CA 92868
(949) 261-1900 - www.towill.com
PARCEL: 15810 SLOPE ESMT (PARCEL A CLOSURE)
P.O.B. NORTHING: 1,824,838.2133 P.O.B. EASTING: 6,615,678.1645
BEARING: N55°51'40"E
NORTHING: 1,825,054,7726
BEARING: N34°08'20"W
N ORTH I NG: 1, 825, 087.8790
BEARING: S55°51'40"W
NORTHING: 1,824,916.0486
DISTANCE: 385.89'
EASTING: 6, 615, 997.5544
DISTANCE: 40.00'
EASTING: 6, 615, 975.1069
DISTANCE: 306.18'
EASTING: 6,615,721.6850
RADIAL IN: N34°08'20"W RADIAL OUT: S58°48'14"W
DELTA: 92°56'34" RADIUS: 27.00' LENGTH: 43.80'
TANGENT: 28.42' CHORD: 39.15'
NORTHING: 1,824,924.4105 EASTING: 6,615,683,4382
RADIAL IN: N58°48'14"E RADIAL OUT: S70°34'17"W
DELTA: 1104603" RADIUS: 2,949.93' LENGTH: 605.86'
TANGENT: 304,00' CHORD: 604,79'
NORTHING: 1,825,471.1356 EASTING: 6,615,424.8573
BEARING: S2804714111E DISTANCE: 148.32'
NORTHING: 1,825,341.1532 EASTING: 6,615,496.3002
RADIAL IN: N69040130"E RADIAL OUT: S66056108"W
DELTA: 02°4422 RADIUS: 22134.00' LENGTH: 102.03'
TANGENT: 51.03' CHORD: 102.02'
NORTHING: 1,825,246.3582 EASTING: 6,615,534.0137
BEARING:
S59°05'40"E
NORTHING:
DISTANCE: 5.11'
EASTING: 6, 615, 5 38.3952
DISTANCE: 5.22'
EASTING: 6, 615, 540.4984
DISTANCE: 69.80'
EASTING: 6, 615, 572.6291
DISTANCE: 26.00'
EASTING: 6,615,552.3352
DISTANCE: 12,00'
EASTING: 6,615, 547.9722
DISTANCE: 24.00'
EASTING: 6, 615, 551.5895
DISTANCE: 79.88'
NORTHING: 1,825,416.2368
BEARING: N37°0928"W
NORTHING: 1,825,485.5738
EASTING: 6,615, 504.0008
DISTANCE: 87.00'
EASTING: 6,615,451.4519
BEARING:
S67°23'00"W
DISTANCE: 29.93'
NORTHING:
1,825,474.0647
EASTING:
6,615,423.8258
RADIAL IN:
N70037154"E
RADIAL OUT:
S70034'16"W
DELTA: 00003'37"
RADIUS:
2,949.93' LENGTH:
3.11'
TANGENT:
1.55' CHORD: 3.11'
NORTHING:
1,825,471.1356
EASTING:
6,615,424.8573
PERIMETER: 1,974.12'
AREA: 10,885,84 square feet / 0.250 acres
CLOSING DISTANCE: 0,00'
CLOSING BEARING: N00°00'00"E
PRECISION: 1:1971411,9267420
PARCEL: 15810 SLOPE (PARCEL B CLOSURE)
P.O.B. NORTHING: 1,824,838.2133 P.O.B. EASTING: 6,615,678.1645
BEARING:
S55°53'16"W
DISTANCE: 90.14'
NORTHING:
1,824,787.6618
EASTING:
6,615,603.5345
RADIAL IN: S34°06'44"E RADIAL OUT: N43°10'00"W
DELTA: 09003'16" RADIUS: 1,149.97' LENGTH: 181.73'
TANGENT: 91.05' CHORD: 181.54'
NORTHING: 1,824,674.3045 EASTING: 6,615,461,7347
BEARING:
N42°27'07"W
DISTANCE: 43.87'
NORTHING:
1,824,706.6734
EASTING:
6,615,432.1238
RADIAL IN: S37°01'01"E RADIAL OUT: N34°08'20"W
DELTA: 02°52'41" RADIUS: 629.99' LENGTH: 31.65'
TANGENT: 15.83' CHORD: 31,64'
NORTHING: 1,824,725.0837 EASTING: 6,615,457.8599
BEARING:
N55°51'40"E
DISTANCE: 0.90'
NORTHING:
1,824,725,5863
EASTING:
6,615,458,6011
RADIAL IN:
S410351411E
RADIAL OUT:
N34006'44"W
DELTA: 07028'30"
RADIUS:
1,189.97' LENGTH:
155.25'
TANGENT:
77,73' CHORD: 155.14'
NORTHING:
1,824,820.7786
EASTING:
6,615,581,1025
BEARING:
N55053'16"E
DISTANCE: 36,16'
NORTHING:
1,824,841,0560
EASTING:
6,615,611.0384
RADIAL IN: N85°10'58111A/ RADIAL OUT: N58°28'12"E
DELTA: 36°20'49" RADIUS: 27.00' LENGTH: 17.13'
TANGENT: 8.86' CHORD: 16.84'
NORTHING: 1,824,857.4423 EASTING: 6,615,607.1478
RADIAL IN: N58028112'E RADIAL OUT: S67°14'40"W
DELTA: 08°46'28" RADIUS: 3,049.93' LENGTH: 467.08'
TANGENT: 234.00' CHORD: 466.62'
NORTHING: 1,825,272.6747 EASTING: 6,615,394.2720
BEARING: N22°46'28"W
NORTHING: 1,825,427.9457
BEARING: S73°12'19"W
NORTHING: 1,825,423.8880
DISTANCE: 168.40'
EASTING: 6,615,329.0835
DISTANCE: 14.04'
EASTING: 6,615,315.6391
RADIAL IN: N73°12'19"E RADIAL OUT: S72°58529"W
DELTA: 00013150" RADIUS: 2,279.00' LENGTH: 9.18'
TANGENT: 4.59' CHORD: 9.18'
NORTHING: 1,825,415.1092 EASTING: 6,615,318.3079
RADIAL IN: N72°58'29"E RADIAL OUT: 062°1606W
DELTA: 10042'22" RADIUS: 2,279.00' LENGTH: 425,85'
TANGENT: 213.55' CHORD: 425.23'
NORTHING: 1,825,021.9023 1 EASTING: 6,615,480.2031
RADIAL IN: N62°16'06"E RADIAL OUT: S58°37'53"W
DELTA: 03°38'13" RADIUS: 3,078.96' LENGTH: 195.45'
TANGENT: 97.76' CHORD: 195.42'
NORTHING: 1,824,851.9044 EASTING: 6,615,576,5795
BEARING:
S11°57'26"W
DISTANCE: 35.14'
NORTHING:
1,824,817.5237
EASTING:
6,615,569.2985
RADIAL IN: S34°42'22"E RADIAL OUT: �� N43°10'37"W
DELTA: 08°28'15" RADIUS: 1,193.99' LENGTH: 176.53'
TANGENT: 88.42' CHORD: 176.37'
NORTHING: 1,824,706.6734 EASTING: 6,615,432.1238
RADIAL IN: S37°01'01"E RADIAL OUT: N65°43'51"W
DELTA: 28042'50" RADIUS: 629.99' LENGTH: 315,72'
TANGENT: 161.25' CHORD: 312.42'
NORTHING: 1,824,462.5969 EASTING: 6,615,237,0981
RADIAL IN: S58012104"E RADIAL OUT: N63008134"W
DELTA: 04°5630" RADIUS: 1,189,97LENGTH: 102,63'
TANGENT: 51.35' CHORD: 102.60'
NORTHING: 1,824,373,1471 EASTING: 6,615,186.8435
BEARING:
N63°10'05"W
NORTHING:
DISTANCE: '
1, 824,411.8148
BEARING: N28°24'33"E
NORTHING: 1,824,609.7185
BEARING: N35°18'50"E
NORTHING: 1,824,793.3180
BEARING: N45°29'11"E
NORTHING: 1,824,877.4473
BEARING: N26°55'20"W
NORTHING: 1,825,113.7274
BEARING: N19°24'33"W
NORTHING: 1,825,185.1577
BEARING: N68°51'44"E
NORTHING: 1,825,196.5806
85.67
EASTING: 6, 615,110.4001
DISTANCE: 225.00'
EASTING: 6,615,217.4474
DISTANCE: 225.00'
EASTING: 6,615,347.5097
DISTANCE: 120.00'
EASTING: 6,615,433.0799
DISTANCE: 265.00'
EASTING: 6,615,313.0935
DISTANCE: 75.73'
EASTING: 6,615, 287.9263
DISTANCE: 31.68'
EASTING: 6, 615, 317.4716
BEARING:
N08°4125E
NORTHING:
1,825, 226.5249
BEARING:
N21018'51"W
NORTHING:
1,825,239,1329
BEARING:
N51018'35"W
N O RT H I N G:
1, 825, 255.5535
BEARING:
S68051'1611W
NORTHING:
1,825,244,1494
BEARING:
N19024'33"W
NORTHING:
1,825,255.2029
BEARING:
N02005'50"W
N O RTH I N G:
1, 825, 390,1125
BEARING:
N67°23'00"E
N O RT H I N G:
1, 825, 415.1092
DISTANCE: 30.29'
EASTI NG:
6, 615,322,
0485
DISTANCE: 13.53'
EASTI NG:
6, 615, 317.1293
DISTANCE: 26.27'
EASTI NG:
6, 615, 296.6260
DISTANCE: 31.61'
EA STI N G :
6, 615, 267.1416
DISTANCE: 11.72'
EASTI NG:
6, 615, 263.2470
DISTANCE: 135.00'
EASTI NG:
6, 615, 258,
3066
DISTANCE: 65.00'
EASTI NG:
6, 615, 318,
3079
PERIMETER: 3,808.33'
AREA: 118,347.39 square feet / 2.717 acres
CLOSING DISTANCE: 0.00'
CLOSING BEARING: N00°00'00"E
PRECISION: 1:3801833,2301119