2008-519853
Da # 2008-0519853
Recording Requested By and III I III I II II I I II I I I I I 1111111111111111111 IN
When Recorded Mail To: )
oCT az, zoo$ 10:50 AM
OFFICIAL RECORDS
SAN DIEGO COUNTY RECORDER'S OFFICE
` GREGOR'r'J. SMITH. COUNTY RECORDER
I
City Clerk FEES. 0.00
OC.. NA
City of Encinitas ) PAGES: 13
11 505 S. Vulcan Avenue
Pub, Encinitas, CA 92024 11111111111111 IN IIII
FOR THE BENEFIT OF THE CITY) SPACE,
GRANT OF STEEP SLOPE PRESERVATION OPEN SPACE EASEMENT
Assessor's Parcel Case No. 06-149 DR/MIN
t No. 264-223-12 V
' Rosemarie Davis, Trustee of the Robert C. Davis and Rosemarie Davis Family Trust dated 3-12-99
("GRANTOR" hereinafter), does hereby grant, convey and dedicate an open space easement to the
CITY OF ENCINITAS, State of California ("CITY" hereinafter), with terms, covenants and
conditions as follows:
An easement over, upon, across, and under the lands hereinafter described on Exhibit "A" attached
hereto and as shown on Exhibit "B" attached hereto, hereinafter referred to as the subject land, to
wit:
(1) GRANTOR conveys a perpetual easement for open space over, upon, across and under the
subject land consisting of all steep slopes not disturbed or restored by the grading as shown
on the approved project drawings for Case No. 06-149 DR/MfN. No building, structure or
other thing whatsoever shall be constructed, erected, placed or maintained on the subject
land, nor shall grading be performed, except as is permitted by Case No. 06-149 DR/MfN, as
said permit was issued by Resolution No. PC 2007-35 of the Planning Commission on
December 20, 2007 or as said permit may be hereinafter amended or modified pursuant to
the Municipal Code of the City of Encinitas. Planting and maintenance of new vegetation
may be performed in and on the subject land provided that all new plantings are consistent
with the landscape plan as approved by Case No. 06-149 DR/MIN.
(2) GRANTOR conveys the perpetual right, but not the obligation to enter upon the subject land
and remove any buildings, structures or other things whatsoever constructed, erected, placed
or maintained on the subject land contrary to any term, covenant or condition of this
easement and to do any work necessary to eliminate the effects of any excavation or grading
or placement of sand, soil, rock or gravel or any other material placed on the subject land
contrary to any term, covenant or condition of this easement.
(3) GRANTOR covenants and agrees for itself and its successors and assigns as follows:
(A) That it shall not erect, construct, place or maintain, or permit the erection,
PBD/KM/g:\Covenant\06-149DP MrNopenspace.doc
constriction, placement, or maintenance of any building or structure or other thing
whatsoever on the subject land, nor shall grading be performed, other than such
buildings, structures, grading, or other things as are permitted by Case No. 06-149
DR/MIN, as said permit was issued by Resolution No. PC 2007-35 of the Planning
Commission on December 20, 2007 or as said permit may be hereinafter amended or
modified pursuant to the Municipal Code of the City of Encinitas.
(B) That, except for those portions authorized by Case No. 06-149 DR/MIN for grading
and landscaping, it shall not use the subject land for any purpose except as open
space to permanently maintain the steep slopes.
(C) That it shall not excavate or grade or permit any excavating or grading to be done or,
place or allow to be placed any sand, soil, rock, gravel or other material whatsoever
on the subject land without the written permission of CITY or its successors or
assigns; provided, however, that grantor may excavate, grade or place sand, soil, rock
or gravel or other material on the subject land as is permitted by Case No. 06-149
DR/MIN, as said permit was issued by Resolution No. PC 2007-35 of the Planning
Commission on December 20, 2007 or as said permit may be hereinafter amended or
modified pursuant to the Municipal Code of the City of Encinitas.
(D) That the terms, covenants and conditions set forth herein may be specifically
enforced or enjoined by proceedings in the Superior Court of the State of California.
It is agreed that the grant of this easement and its acceptance by CITY shall not authorize the public
or any members thereof to use or enter upon all or any portion of the subject land, it being
understood that the purpose of this easement is solely to restrict the use to which the subject land
may be put. This easement shall bind the owner and its successors and assigns.
GRANTOR:
Dated 7*~~~Gz1' by
Cti>~< t C z -9
Rosemarie Davis
(Notarization of GRANTOR'S signature is attached.)
CITY OF ENCINITAS:
I certify on behalf of the Planning Commission of the City of Encinitas, pursuant to authority conferred
by Resolution No. PC 2007-35 of said Commission adopted on December 20, 2007, that the City of
Encinitas consents and accepts to the making of the foregoing Grant of Steep Slope Preservation Open
Space Easement and consents to recordation thereof by its duly authorized officer.
Dated 9 ' ZS ' b
Y 4p~
Patrick Murphy
(Notarization not required) Director, Planning and Building Department
PBD/KM/g:\Covenant\06-149DRMINopenspace.doc
EXHIBIT "A"
LEGAL DESCRIPTION
THOSE PORTIONS OF PARCEL 2 OF PARCEL MAP NO. 12795, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, JULY 7, 1983, DESCRIBED AS FOLLOWS:
PARCEL1
BEGINNING AT THE MOST NORTHEASTERLY CORNER OF SAID PARCEL 2; THENCE ALONG THE
NORTHERLY LINE THEREOF NORTH 83°57'37" WEST(RECORD NORTH 84°28'25" WEST), 604.56
FEET TO AN ANGLE POINT IN SAID NORTHERLY LINE AND THE BEGINNING OF A NON-TANGENT
370.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL LINE THROUGH SAID POINT
BEARS SOUTH 88°24'48" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE 87.69
FEET THROUGH A CENTRAL ANGLE OF 13°34'47" TO THE TRUE POINT OF BEGINNING; THENCE
CONTINUING SOUTHERLY ALONG SAID CURVE 91.06 FEET THROUGH A CENTRAL ANGLE OF
14°06'03"; THENCE SOUTH 29°16'02" EAST, 75.38 FEET TO THE BEGINNING OF A TANGENT 770.00
FOOT RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC
OF SAID CURVE 194.62 FEET THROUGH A CENTRAL ANGLE OF 14°28'54" TO A POINT OF
COMPOUND 20.00 FOOT RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG
THE ARC OF SAID CURVE 17.02 FEET THROUGH A CENTRAL ANGLE OF 48°45'25" TO A POINT
PARALLEL WITH AND 30.00 FEET NORTHERLY, MEASURED AT RIGHT ANGLES FROM THE
SOUTHERLY LINE OF SAID PARCEL 2; THENCE ALONG SAID PARALLEL LINE NORTH 87°29'39"
EAST(RECORD NORTH 86°58'51" EAST), 4.36 FEET; THENCE NORTH 53°09'24" WEST, 17.86 FEET;
THENCE NORTH 09°51'26" EAST, 13.36 FEET; THENCE NORTH 26°41'57" WEST, 28.45 FEET;
THENCE NORTH 08°22'34" WEST, 22.43 FEET; THENCE NORTH 75°46'42" WEST, 28.31 FEET;
THENCE NORTH 14°59'02" WEST, 51.67 FEET; THENCE NORTH 28°52'15" WEST, 25.51 FEET;
THENCE NORTH 58°09'43" WEST, 18.18 FEET; THENCE NORTH 79°23'38" WEST, 21.15 FEET;
THENCE NORTH 19°27'51" WEST, 18.18 FEET; THENCE NORTH 40°01'18" WEST, 35.54 FEET;
THENCE NORTH 05°28'28" WEST, 21.94 FEET; THENCE NORTH 27°53'59" WEST, 39.06 FEET;
THENCE NORTH 31°52'12" WEST, 35.47 FEET; THENCE NORTH 72°31'18" WEST, 8.21 FEET;
THENCE NORTH 42°24'03" WEST, 19.43 FEET TO THE TRUE POINT OF BEGINNING.
CONTAINING 0.190 ACRES.
PARCEL2
BEGINNING AT THE MOST NORTHEASTERLY CORNER OF SAID PARCEL 2; THENCE ALONG THE
NORTHERLY LINE THEREOF NORTH 83°57'37" WEST(RECORD NORTH 84°28'25" WEST), 152.39
FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING WESTERLY ALONG SAID LINE,
A DISTANCE OF 21.85 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 01°18'56" EAST,
78.15 FEET; THENCE SOUTH 21°33'28" WEST, 72.99 FEET TO THE BEGINNING OF A NOW
TANGENT 431.42 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY, A RADIAL LINE THROUGH
SAID POINT BEARS NORTH 24°57'14" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF
SAID CURVE 76.58 FEET THROUGH A CENTRAL ANGLE OF 10°10'12" TO THE BEGINNING OF A
NON-TANGENT 74.57 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 08°39'22" EAST; THENCE NORTHWESTERLY ALONG THE
ARC OF SAID CURVE 83.05 FEET THROUGH A CENTRAL ANGLE OF 63°48'22" TO THE BEGINNING
OF A NON-TANGENT 60.55 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 23°32'19" EAST; THENCE NORTHWESTERLY ALONG THE
ARC OF SAID CURVE 101.57 FEET THROUGH A CENTRAL ANGLE OF 96°06'38" TO THE
BEGINNING OF A NON-TANGENT 48.82 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 52°31'36" WEST; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE 25.20 FEET THROUGH A CENTRAL ANGLE OF 29°34'54" TO THE
BEGINNING OF A NON-TANGENT 74.99 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A
RADIAL LINE THROUGH SAID POINT BEARS SOUTH 04°57'08" WEST; THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE 63.80 FEET THROUGH A CENTRAL ANGLE OF 48°44'58" TO THE
BEGINNING OF A NON-TANGENT 105.14 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 89°52'02" WEST; THENCE SOUTHERLY ALONG THE
ARC OF SAID CURVE 26.57 FEET THROUGH A CENTRAL ANGLE OF 14°28'48" TO THE BEGINNING
OF A NON-TANGENT 100.00 FOOT RADIUS CURVE CONCAVE EASTERLY, A RADIAL LINE
-I-
U:\Idata\surveys\5186surv\letters & documents\LEGALS\5186_DAVIS_STEEPSLOPE_ESMT_EXB-A.doe
THROUGH SAID POINT BEARS SOUTH 88°07'38" WEST; THENCE SOUTHERLY ALONG THE ARC
OF SAID CURVE 53.20 FEET THROUGH A CENTRAL ANGLE OF 30°28'44" TO THE BEGINNING OF A
NON-TANGENT 113.08 FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 67°20'02" WEST; THENCE SOUTHEASTERLY ALONG THE
ARC OF SAID CURVE 166.58 FEET THROUGH A CENTRAL ANGLE OF 84°24'08" TO THE
BEGINNING OF A NON-TANGENT 114.92 FOOT RADIUS CURVE CONCAVE NORTHERLY, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 31°09'52" WEST; THENCE EASTERLY ALONG THE
ARC OF SAID CURVE 90.47 FEET THROUGH A CENTRAL ANGLE OF 45°06'18" TO THE BEGINNING
OF A NON-TANGENT 117.98 FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, A RADIAL LINE
THROUGH SAID POINT BEARS SOUTH 04°40'15" EAST; THENCE NORTHEASTERLY ALONG THE
ARC OF SAID CURVE 185.34 FEET THROUGH A CENTRAL ANGLE OF 90°00'26" TO THE
BEGINNING OF A NON-TANGENT 107.12 FOOT RADIUS CURVE CONCAVE WESTERLY, A RADIAL
LINE THROUGH SAID POINT BEARS SOUTH 82°45'32" EAST; THENCE NORTHERLY ALONG THE
ARC OF SAID CURVE 78.50 FEET THROUGH A CENTRAL ANGLE OF 41 °59'26", THENCE NORTH
10°41'30" WEST, 12.90 FEET TO THE TRUE POINT OF BEGINNING.
ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF.
CONTAINING 0.530 ACRES.
s Gsr'~ ~,.5~,
No. 442 ' ~ '~G
-2-
U:\Idata\surveys\5186surv\letters & documents\LEGALS\5186_DAVIS_STEEPSLOPE_ESMT_EXB-A.doc
EXHIBIT "B„ SHEET 2 OF 2
EASEMENT PLAT
LINE TABLE
LINE BEARING LENGTH
L1 N87'29'39"E 4.36'
L2 N53'09'24"W 17.86'
L3 N09'51'26"E 13.36'
L4 N26'41'57"W 28.45'
L5 N08'22'34"W 22.43'
L6 N75'46'42"W 28.31'
L7 N1 4'59'02"W 51.67'
L8 N28'52'15"W 25.51'
L9 N58'09'43"W 18.18'
L10 N79'23'38"W 21.15'
L11 N19'27'51"W 18.18'
L12 N40*01'18"W 35.54'
L13 N05'28'28"W 21.94'
L14 N27'53'59"W 39.06'
L15 N31*52'12"W 35.47'
L16 N72*31'18"W 8.21'
L17 N42'24'03"W 19.43'
L18 N83'57'37"W 21.85'
119 S01 *18'56"E 78.15'
L20 21 *33'28"W 72.99'
L21 N10'41'30"W 12.90'
CURVE TABLE
CURVE DELTA RADIUS LENGTH
C1 13'34'47" 370.00' 87.69'
C2 14'06'03" 370.00' 91.06'
C3 14'28'54" 770.00' 194.62'
C4 48'45'25" 20.00' 17.02'
C5 10'10'12" 431.42' 76.58'
C6 63'48'22" 74.57' 83.05'
C7 96'06'38" 60.55' 101.57'
C8 29'34'54" 48.82' 25.20'
C9 48'44'58" 74.99' 63.80'
C10 14'28'48" 105.14' 26.57'
C11 30'28'44" 100.00' 5120'
C12 84'24'08" 113.08' 166.58'
C13 45'06'18" 114.92' 90.47'
C14 90'00'26" 117.98' 185.34'
C15 41'59'26" 107.12' 78.50'
SAN DIEGUITO ENGINEERING, INC.
4407 MANCHESTER, SUITE 105
ENCINITAS, CA. 92024
PHONE: (760) 753-5525
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
U\Idata\surveys\5186surv\dwg\5186_DAVIS_STE PSLOPE_ESMT.dwg 7/23/2008 8DE 5186
EXHIBIT "B" SHEET 1 OF 2
EASEMENT PjfLAT_ 7.40'50" ~ Z
0100' U-193.25 0
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Iy52~3~1 PARCEL 2
30' PM 12795
/ co RECORDED 07/07/1983 3m
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N01'35'41"W ,347,.78' SCALE: 1" = 80'
N020629 W)
0 80 160
SAN DIEGUITO ENGINEERING, INC. INDICATES STEEP SLOPE EASEMENT AREA
4407 MANCHESTER, SUITE 105
ENCINITAS, CA. 92024 PCL 1 AREA = 0.190 AC.
PHONE: (760) 753-5525 PCL 1 AREA = 0.530 AC.
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
U:\ldoto\surveys\5186surv\dwg\5186_DAVIS_STEEPSLOPE_ESMT, dwg 7/23/2008 SDE 5186
8- 1-'08 Page 1
DAVIS
COORDINATE FILE : 5186.CRD
SET #18 DAMS STEEP SLOPE ESMT PCL1
FROM BEARING/ANGLE DISTANCE TO NORTH EAST ELEV
SS ESMT 203 1971033.8023 6264591.8869
PC CHORD BRG LENGTH PT NORTH EAST ELEV
203 SE 22 13'00" 90.83 111 1970949.7159 6264626.2306
PRECALC
DELTA ARC RP NORTH EAST ELEV
- 14 06'03" 91.06 204 1971130.6024 6264949.0000
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 74 50'01" 370.00 SW 60 43'58" 15 29'07" 2.798
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 15 09'59" 45.76 SE 29 16'02" 2.8191
111 SE 29 16'02" 75.38 112 1970883.9582 6264663.0826
PRECALC
PC CHORD BRG LENGTH PT NORTH EAST ELEV
112 SE 36 30'29" 194.10 113 1970727.9443 6264778.5610
PRECALC
DELTA ARC RP NORTH EAST ELEV
- 14 28'54" 194.62 205 1971260.3992 6265334.7910
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 60 43'58" 770.00 SW 46 15'04" 07 26'28" 6.141
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 29 16'02" 97.83 SE 43 44'56" 6.1900
PC CHORD BRG LENGTH PT NORTH EAST ELEV
113 SE 68 07'38" 16.51 115 1970721.7934 6264793.8830
PRECALC
DELTA ARC RP NORTH EAST ELEV
- 48 45'25" 17.02 114 1970741.7743 6264793.0086
PRECALC
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 46 15'04" 20.00 SE 02 30'21" 286 28'44" 1.783
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 43 44'56" 9.06 NE 87 29'39" 1.9578
115 NE 87 29'39" 4.36 178 1970721.9840 6264798.2388
OS ESMT
8- 1-08 Page 2
DAVIS
COORDINATE FILE : 5186.CRD
178 NW 53 09'24" 17.86 190 1970732.6934 6264783.9458
OS ESMT
190 NE 09 51'26" 13.36 189 1970745.8562 6264786.2329
OS ESMT
189 NW 26 41'57" 28.45 188 1970771.2728 6264773.4501
OS ESMT
188 NW 08 22'34" 22.43 177 1970793.4635 6264770.1827
OS ESMT
177 NW 75 46'42" 28.31 187 1970800.4185 6264742.7403
OS ESMT
187 NW 14 59'02" 51.67 175 1970850.3316 6264729.3812
OS ESMT
175 NW 28 52'15" 25.51 174 1970872.6710 6264717.0640
OS ESMT
174 NW 58 09'43" 18.18 173 1970882.2613 6264701.6193
OS ESMT
173 NW 79 23'38" 21.15 172 1970886.1541 6264680.8306
OS ESMT
172 NW 19 27'51" 18.18 171 1970903.2951 6264674.7727
OS ESMT
171 NW 40 01'18" 35.54 170 1970930.5117 6264651.9177
OS ESMT
170 NW 05 28'28" 21.94 169 1970952.3516 6264649.8246
OS ESMT
169 NW 33 59'16" 50.53 186 1970994.2489 6264621.5775
OS ESMT
186 NW 21 03'40" 24.38 167 1971017.0003 6264612.8162
OS ESMT
167 NW 72 31'18" 8.21 206 1971019.4661 6264604.9853
SS ESMT
206 NW 42 24'03" 19.43 203 1971033.8141 6264591.8834
SS ESMT
203 NE 00 00'00" 0.00 203 1971033.8141 6264591.8834
SS ESMT
CLOSURE:
203 SE 16 31'15" .01 203 1971033.8023 6264591.8869
ERROR: .0118 -.0035
1 PART IN 63987
PERIMETER AREA (sq ft) AREA (acres)
787.5806 8286.013 .190
8- 1-08 Page 3
DAVIS
COORDINATE FILE : 5186.CRD -
SET #19 DAVIS STEEP SLOPE ESMT PCL2
FROM BEARING/ANGLE DISTANCE TO NORTH EAST ELEV
OS ESMT 149 1971072.7807 6265028.8053
149 NW 83 57'37" 21.85 191 1971075.0797 6265007.0766
SS ESMT
191 SE 01 18'56" 78.15 192 1970996.9503 6265008.8708
SS ESMT
192 SW 21 33'28" 72.99 193 1970929.0661 6264982.0514
SS ESMT
WARNING: 43 29118" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
193 SW 59 57'40" 76.48 195 1970890.7828 6264915.8468
SS ESMT
DELTA ARC RP NORTH EAST ELEV
- 10 10'12" 76.58 194 1970537.9204 6265164.0632
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
SE 24 57'14" 431.42 NW 35 07'26" 13 16'51" 1.698
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SW 65 02'46" 38.39 SW 54 52'34" 1.7046
WARNING: 63 31156" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
195 NW 66 45'11" 78.82 197 1970921.8919 6264843.4278
SS ESMT
DELTA ARC RP NORTH EAST ELEV
63 48'22" 83.04 196 1970964.5034 6264904.6238
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NW 08 39'22" 74.57 SW 55 09'00" 76 50'06" 11.264
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SW 81 20'38" 46.42 NW 34 51'00" 13.2686
WARNING: 78 41119" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
197 NW 65 29100" 90.07 199 1970959.2684 6264761.4758
SS ESMT
DELTA ARC RP NORTH EAST ELEV
96 06138" 101.57 198 1970977.4036 6264819.2462
SS ESMT
8- 1-b8 Page 4
DAVIS
COORDINATE FILE : 5186.CRD
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NW 23 32'19" 60.55 SW 72 34'19" 94 37'32" 20.078
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SW 66 27'41" 67.38 NW 17 25'41" 30.0377
WARNING: 20 02143" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
199 NW 22 40'57" 24.93 201 1970982.2671 6264751.8635
SS ESMT
DELTA ARC RP NORTH EAST ELEV
29 34'54" 25.21 200 1970988.9700 6264800.2212
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 52 31'36" 48.82 SW 82 06'30" 117 21'41" 1.618
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
NW 37 28'24" 12.89 NW 07 53'30" 1.6731
WARNING: 77 09122" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
201 NW 60 40'23" 61.90 162 1971012.5839 6264697.8992
OS ESMT
DELTA ARC RP NORTH EAST ELEV
48 44'58" 63.80 202 1971056.9772 6264758.3371
SS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 04 57'08" 74.99 SW 53 42'06" 76 24'16" 6.684
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
NW 85 02'52" 33.98 NW 36 17'54" 7.3383
WARNING: 53 50104" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
162 SE 07 22'22" 26.50 160 1970986.3023 6264701.2999
OS ESMT
DELTA ARC RP NORTH EAST ELEV
- 14 28'48" 26.57 161 1971012.8275 6264803.0389
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 89 52'02" 105.14 SW 75 23'14" 54 29'41" .838
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 00 07'58" 13.36 SE 14 36'46" .8450
8- 1-08 Page 5
DAVIS
COORDINATE FILE : 5186.CRD
WARNING: 77 15136" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
160 SE 17 06'44" 52.57 158 1970936.0589 6264716.7684
OS ESMT
DELTA ARC RP NORTH EAST ELEV
- 30 28'44" 53.20 159 1970989.5701 6264801.2465
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 88 07'38" 100.00 SW 57 38'54" 57 17'45" 3.516
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 01 52'22" 27.24 SE 32 21'06" 3.6446
WARNING: 80 18152" curve not tangent to back tangent
PC CHORD ERG LENGTH PT NORTH EAST ELEV
158 SE 64 52'02" 151.92 156 1970871.5360 6264854.3051
OS ESMT
DELTA ARC RP NORTH EAST ELEV
- 84 24'08" 166.58 157 1970979.6354 6264821.1148
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 67 20'02" 113.08 SE 17 04'06" 50 40'06" 29.311
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 22 39'58" 102.54 NE 72 55'54" 39.5675
WARNING: 41 46102" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
156 SE 81 23'17" 88.15 154 1970858.3361 6264941.4617
OS ESMT
DELTA ARC RP NORTH EAST ELEV
- 45 06'18" 90.47 155 1970969.8713 6264913.7759
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NE 31 09'52" 114.92 SE 13 56'26" 49 51'26" 8.788
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
SE 58 50'08" 47.72 NE 76 03'34" 9.5158
WARNING: 80 43149" curve not tangent to back tangent
PC CHORD ERG LENGTH PT NORTH EAST ELEV
154 NE 40 19'32" 166.86 152 1970985.5462 6265049.4416
OS ESMT
B- 1-US Page 6
DAVIS
COORDINATE FILE : 5186.CRD
DELTA ARC RP NORTH EAST ELEV
90 00'26" 185.34 153 1970975.9243 6264931.8546
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NW 04 40'15" 117.98 NE 85 19'19" 48 33'50" 34.561
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
NE 85 19'45" 117.99 NW 04 40'41" 48.8794
WARNING: 78 04151" curve not tangent to back tangent
PC CHORD BRG LENGTH PT NORTH EAST ELEV
152 NW 13 45'15" 76.76 150 1971060.1054 6265031.1915
OS ESMT
DELTA ARC RP NORTH EAST ELEV
- 41 59'26" 78.51 151 1970999.0484 6264943.1760
OS ESMT
RADIAL PC*RP RADIUS RADIAL RP*PT DEG OF CURVE MID ORD
NW 82 45'32" 107.12 NE 55 15'02" 53 29'15" 7.112
TANGENT PC*PI TAN LENGTH TANGENT PI*PT EXTERNAL
NE 07 14'28" 41.11 NW 34 44'58" 7.6174
WARNING: 24 03128" line not tangent to curve
150 NW 10 41'30" 12.90 149 1971072.7815 6265028.7982
OS ESMT
CLOSURE:
149 SE 83 34'17" .01 149 1971072.7807 6265028.8053
ERROR: .0008 -.0071
1 PART IN 159098
PERIMETER AREA (sq ft) AREA (acres)
1136.7530 23104.806 .530
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California 1
County of v o li
On RA yz5\ bS3 before me, C Cv
Date C Here Insert Name and Title of the Officer
personally appeared Oac roc v ~c~t l
Name(s) of Signegs)
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the
MARY L. CUtfERT instrument the person(s), or the entity upon behalf of
Commktlon • 1731711 which the person(s) acted, executed the instrument.
Notary Pul - California
fan i County I certify under PENALTY OF PERJURY under the laws
Mt Corrn~BnbM1~~,1011 of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand arad official seal.
Place Notary Seal Above Signature'
Y Sfbnatur_e of Notary noble
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons rilying 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: S Q'iL J VCV-
Document Date: !i ~ ill C6 1 V Number of Pages:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
LJ Individual ❑ Individual
Corporate Officer-Title(s): ❑ Corporate Officer-Title(s):
Partner - LJ Limited ❑ General _ ❑ Partner - C Limited LJ General
Attorney in Fact • LJ Attorney in Fact
Trustee Top of thumb here LJ Trustee Top of thumb here
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L_ Other: ❑ Other:
Signer Is Representing: Signer Is Representing:
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