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LEGAL aESCRIPTION FROM LLA 17-104 ., IN THE CITY OF RANCO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PARCEL "A" OF THAT LOT LINE ADJUSTMENT 17-04 CERTIFICATE OF COMPLIANCE IN THE CITY
OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, RECORDED AUGUST 22, RECORD OF SURVEY
2018 , AS INSTRUMENT NO. 2018-0337941 OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: OF PARCELS "A" AND "B" OF LOT LINE ADJUSTMENT 17-04 REC . 8/22/2018 AS DOC. #2018-03379419 O.R., BEING ADJUSTED PARCELS 4 AND 5
BEING A PORTION OF PARCEL 5 OF PARCEL MAP 34590, RECORDED IN PARCEL MAP BOOK 222 , OF PARCEL MAP 34590, AS SHOWN BY A MAP ON FILE IN BOOK 222 OF PARCEL MAPS, PAGES 95 THROUGH 98 I NGLUS I VE , RECORDS OF THE
PAGES 95 THROUGH 98, OF OFFICIAL RECORDS, IN THE CITY OF RANCHO MIRAGE, COUNTY OF COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING LOCATED IN SECTION 30, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M.
RIVERSIDE. STATE OF CALIFORNIA. BENJAM I N DAN I EL EGAN , P . L . S. 8756 - DATE OF SURVEY: MARCH 2O23
MORE PARTICULARLY DESCRIBED; BEING THE PORTION DESCRIBED AS FOLLOWS:
COMMENCING FROM THE NORTHEAST CORNER OF PARCEL 4 POINT OF COMMENCEMENT (P.O.C.) OF
SAID MAP,
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 136.80 FEET;
THENCE NORTH 0000'00" WEST, A DISTANCE OF 33.00 FEET TO THE TRUE POINT OF
BEGINNING;(T.P.O.B.)
THENCE NORTH 90000'00" EAST, A DISTANCE OF 76.93 FEET, TO A TANGENT CURVE TO THE
LEFT HAVING A CENTRAL ANGLE OF 90000'00"1 A RADIUS OF 25.00 FEET, ARC LENGTH OF
39.27 FEET;
-----
�� _�_`_--
' _-
THENCE NORTH 0000'00"
EAST,
A DISTANCE OF 83.12 FEET TO A TANGENT CURVE TO THE
LEFT HAVING A CENTRAL
ANGLE
90°27'4011, A RADIUS OF 25.00 FEET, ARC LENGTH OF 39.47
dclfl
N
THENCE SOUTH 89*32120"
WEST,
A DISTANCE OF 83.29 FEET;
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THENCE SOUTH 0°27'40"
EAST,
A DISTANCE OF 1.00 FEET TO A NON TANGENT CURVE HAVING
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A RADIAL BEARING OF NORTH 0027'40" WEST FROM THE RADIUS POINT THENCE THROUGH A W
CENTRAL ANGLE OF 83023'09", A RADIUS OF 23.50 FEET, ARC LENGTH OF 34.20 FEET; o
THENCE SOUTH 73009154" EAST, A DISTANCE OF 17.55 FEET TO A NON -TANGENT CURVE TO
CDCDRIGHT HAVING A RADIAL BEARING OF NORTH 37° 02 22» EAST FROM THE RADIUS POINT. CD
0
THENCE THROUGH A CENTRAL ANGLE OF 52057'38", A RADIUS OF 22.61 FEET, ARC LENGTH OF o
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20.90 FEET;
THENCE SOUTH 0000'00" WEST, A DISTANCE OF 7.74 FEET;
THENCE NORTH 90000'00" EAST, A DISTANCE OF 91.70 FEET;
THENCE SOUTH 0000'00" WEST, A DISTANCE OF 47.45 FEET TO A TANGENT CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 90000'00", A RADIUS OF 17.50, ARC LENGTH OF 27.49
FEET;
THENCE NORTH 90000100" WEST, A DISTANCE OF 98.53 FEET;
THENCE SOUTH 0000'00 EAST, A DISTANCE OF 14.67 FEET;
THENCE NORTH 90000100" EAST, A DISTANCE OF 28.77 FEET, BACK TO THE POINT OF
BEGINNING.
PARCEL B OF THAT LOT LINE ADJUSTMENT 17-04 CERTIFICATE OF COMPLIANCE IN THE CITY
OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, RECORDED AUGUST 22,
2018, AS INSTRUMENT NO. 2018-0337941 OFFICIAL RECORDS, DESCRIBED AS FOLLOWS:
ALL OF PARCEL 4 TOGETHER WITH PARCEL 5 OF PARCEL MAP 34590, RECORDED IN PARCEL MAP
BOOK 222, PAGES 95 THROUGH 98, OF OFFICIAL RECORDS, IN THE CITY OF RANCHO MIRAGE,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
EXCEPTING THEREFROM THAT PORTION OF PARCEL 5 OF SAID MAP.
BEING THE PORTION DESCRIBED AS FOLLOWS:
COMMENCING FROM THE NORTHEAST CORNER OF PARCEL 4 POINT OF COMMENCEMENT (P.O.C.) OF
SAID MAP,
THENCE NORTH 90°00'00" WEST, A DISTANCE OF 136.80 FEET;
THENCE NORTH 0000'00" WEST, A DISTANCE OF 33.00 FEET TO THE TRUE POINT OF
BEGINNING; (T.P.O.B.)
THENCE NORTH 90°00100" EAST, A DISTANCE OF 76.93 FEET, TO A TANGENT CURVE TO THE
LEFT HAVING A CENTRAL ANGLE OF 90000'00", A RADIUS OF 25.00 FEET, ARC LENGTH OF
39.27 FEET;
THENCE NORTH 0°00'00" EAST, A DISTANCE OF 83.12 FEET TO A TANGENT CURVE TO THE
LEFT HAVING A CENTRAL ANGLE 90027'40", A RADIUS OF 25.00 FEET, ARC LENGTH OF 39.47
FEET;
THENCE SOUTH 89032020" WEST, A DISTANCE OF 83.29 FEET;
THENCE SOUTH 0027'40" EAST, A DISTANCE OF 1.00 FEET TO A NON TANGENT CURVE HAVING
A RADIAL BEARING OF NORTH 0027'4O" WEST FROM THE RADIUS POINT THENCE THROUGH A
CENTRAL ANGLE OF 83023'09", A RADIUS OF 23.50 FEET, ARC LENGTH OF 34.20 FEET;
THENCE SOUTH 73009'54" EAST, A DISTANCE OF 17.55 FEET TO A NON -TANGENT CURVE TO
THE RIGHT HAVING A RADIAL BEARING OF NORTH 37°02'22" EAST FROM THE RADIUS POINT.
THENCE THROUGH A CENTRAL ANGLE OF 52057'38", A RADIUS OF 22.61 FEET, ARC LENGTH OF
20.90 FEET;
THENCE SOUTH 0000'00" WEST, A DISTANCE OF 7.74 FEET;
THENCE NORTH 90000'00" EAST, A DISTANCE OF 91.70 FEET;
THENCE SOUTH 0000'00" WEST, A DISTANCE OF 47.45 FEET TO A TANGENT CURVE TO THE
RIGHT HAVING A CENTRAL ANGLE OF 900001001t, A RADIUS OF 17.50, ARC LENGTH OF 27.49
FEET;
THENCE NORTH 90000'00" WEST, A DISTANCE OF 98.53 FEET;
THENCE SOUTH 0000100 EAST, A DISTANCE OF 14.67 FEET;
THENCE NORTH 90000'00" EAST, A DISTANCE OF 28.77 FEET, BACK TO THE POINT OF
BEGINNING.
EASEMENTS:
EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY RECORDED SEPTEMBER 17, 1993
4 AS DOC.#1993-364383, O.R
EASEMENT TO COACHELLA VALLEY WATER DISTRICT RECORDED MAY 20, 2002 AS
DOC.#2002-266333, O.R.
EASEMENT FOR PERMANENT, NON-EXCLUSIVE RECIPROCAL INGRESS AND EGRESS OVER
15 AND ACROSS ALL PARCELS, DRAINAGE AND 13.5' AND 15' WIDE EASEMENT FOR BICYCLE
PATH, AS DELINEATED ON OR AS OFFERED FOR DEDICATION ON PARCEL MAP NO. 34590
RECORDED SEPTEMBER 28, 2007 IN BOOK 222, PAGE 95, OF PARCEL MAPS
EASEMENT TO COACHELLA VALLEY WATER DISTRICT RECORDED SEPTEMBER 19, 2008 AS
18 DOC.#2008-0514550, O.R.
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DINAH SHORE DRIVE
` BASIS OF BEARINGS
509.36' R&M �J
(N89032'20"E }
---------- (264.01' )R&M-----r-----------+--- ------------- -L 7 -� (245.35' )!�--�---
�---
• U. SOUTH) `�'
_--_-�----------------- (NOO*OO'OO"E)-- ----------- - 16
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(0.25'SOUTH)• (3. 00 )R&M
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-----
(18.50')R&M 9
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(N90000100"E) N38°06 3 �R -
E 10 00".1
- 2»
(3.00')R&M N370p2 2
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(N90000'00"E 204.00')R&M
SURVEYOR'S NO TEO
THE LEGAL DESCRIPTION FOR PARCELS "A" AND "B" OF
LOT LINE ADJUSTMENT 17-04, RECORDED AUGUST 22,
2018 AS DOC. #2018-0337941, DOES NOT CLOSE AND
HAS ERRORS AS RECORDED. BECAUSE IT WAS PREPARED
VERY RECENTLY, THE CAD FILE (COMPUTERED AIDED
DESIGN) WAS OBTAINED FROM THE PREPARER. USING
THIS INFORMATION, ALL RECORD DISTANCES AND
BEARINGS WERE ABLE TO BE HELD AND THE SOURCE OF
THE ERROR WAS DETERMINED TO BE ERRANT RADIAL
BEARINGS IN BOTH THE RECORD LEGAL DESCRIPTION
AND PLAT. THE CORRECTED RADIAL BEARINGS ARE
SHOWN HEREON ALONG WITH THE RECORD. THE
BOUNDARIES AS SHOWN CLOSELY FOLLOW THE EXISTING
DRIVE THROUGH FACILITY CURBING AND THE LOT LINE
ON THE PARTY WALL BETWEEN THE EXISTING
BUILDINGS. THIS SURVEY SHOULD THUS CLEARLY
INDICATE THE INTENT OF THE PARTIES IN LOCATING
THE BOUNDARIES AND RESOLVE THE ERRORS IN THE
RECORD LEGAL DESCRIPTION.
RAMON ROAD
DINAH SHORE DRIVE
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P��PG
GERALD FORD DRIVE
VICINITY MAP
NOT TO SCALE
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DOC
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A 8BRE VIA TI ONS*
OR C/L CENTERLINE
O E EAST
ESM1T EASEMENT
M MEASURED
N NORTH
R OR REF. REFERENCE
SFN SEARCHED
FOUND NOTHING
S SOUTH
W WEST
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50 25 0 50 100 150
SCALE: 1"=50'
RECORDER'--- S STATEMENT SHEET I of 1 SHEET
FILED THIS DAY OF A040to I
twof
20AT _ It* . 54 Am.
IN BOOK L� � OF RECORDS OF SURVEY,
AT PAGE AT THE REQUEST OF THE
COUNTY SURVEYOR.
NO:, ZOO- - UZq S�Lt 6
FEE: _ _ _cil _ q •ic b
PETER ALDANA,
ASSESSOR -COUNTY CLERK -RECORDER
BY: 1. I C� ►uC.Z.�DEPUTY
SUR VE YOR 'S S TA TEIVENl.•
THT.q MAP f:(IRRFC:TI Y RFPRFqFNTq A (;IIRVFY MAf1F RY
ME OR UNDER MY DIRECTION IN CONFORMANCE WITH �A� L.A Np
d � D A Ni s<i
THE REQUIREMENTS OF THE PROFESSIONAL LAND
SURVEYORS' ACT AT THE REQUEST OF HPC-KCB
MONTEREY MARKETPLACE, LLC IN MARCH,2023. m z o
BENJAMIN DANIEL EGAN
P.L.S. 8756
DATE:
COUNTY SURVEYOR I S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
ACT THIS DAY OF 202�-
DAVID L. MCMILLAN, LS 8488
COUNTY SURVEYOR
PURPOSE OF SURVEY:
NOo 8756 -.
JA
oNpl. lqNo s
MCM�I` GAL
a NO, 8488
��9rF of ca��Fo�
THIS SURVEY IS FILED TO COMPLY WITH SECTION 8762(B)(4) OF THE PROFESSIONAL
LAND SURVEYOR'S ACT.
RECORD DATA:
() RECORD DATA PER PM 34590 (PMB 222/95-98), AND MEASURED.
[] RECORD DATA PER LLA 17-04 REC. 8/22/2018 AS DOC. #2018-0337941, O.R.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY LINE OF PARCELS 4 AND
5 OF PARCEL MAP N0. 34590, AS SHOWN BY MAP ON FILE IN BOOK 222 OF PARCEL
MAPS, AT PAGES 95 THROUGH 98 INCLUSIVE, RECORDS OF THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, BEING: NORTH 89032120" EAST.
MONUMENT NOTES:
� DENOTES FOUND IRON PIPE MONUMENT, TAGGED IS 5600°, FLUSH IN SURFACE, AS NOTED
OR IN LIEU OF COPPERWELD MONUMENT PER PMB 222/95-98, ACCEPTED AS CORNER
� DENOTES FOUND NAIL AND TAG, STAMPED IS 5000", FLUSH IN SURFACE, PER PMB 222/
95-98, ACCEPTED AS CORNER (MONUMENT LOCATED 0.25' SOUTH OF CORNER WHERE NOTED)
@ DENOTES SET NAIL AND BRASS TAG STAMPED nLS 8756" FLUSH IN SURFACE.
DATA TABLE
FN O
BEARING/DELTA
LENGTH
RADIUS
RECORD
BEARING/DELTA
RECORD
LENGTH
RECORD
RADIUS
1
N 000 WOO" W
33.00'
--
IN 00000' 00" W ]1
[33.00']l
[__1
2
N 90°00'00" E
76.93'
--
IN 90000'00" E]
76.93']
[--]
3
0 90000'00"
39.27'
25.00'
[0 90°00'00]
[39.27']
[25.00']
4
N 00000'00" E
83.12'
--
IN 00000'00" E]
[83.12']
T71
5
A 90°27'40"
39.47'
25.00'
0 90027'40"
39.47'
25.00'
6
S 89032'20" W
83.29'
--
IS 89032'20" W]
[83.29'
--]
7
S 00027'40" E
1.00'
--
IS 00°27'40" E]
[1.00'11
1--
8
0 83°23'09"
34.20'
23.50'
[&--83023'09"
1
134. 20'[23.50']
9
S 73009'54" E
17.55'
--
IS 73°09'54" E]
[17.55'
__1
1010
0 52°57'38"
20.90'
22.61'[A=52057'38"][20.90''
22.61']
11
S 00000'00" W
7.74'
--
IS 00°00'00" W]
[7.74__ ' --- ;.
[--
12
N 90000'00" E
91.70'
--
IN 90000'00" E]
[91.70'
[--]
13
S 00000'00" W
47.45'
--
IS 00°00'00" W]
[47.45'
[--]1
14
0 90°00'00$1
27.49'
17.50'
[,6=9000010011
[27.49'
[17.50']
15
N 90°00'00" W
98.53
IN 90000'00" W
98.53'
--]
16 IS
00000'00" W1
14.67'
--1
IS 00000'00" W]
[14.67'
[--]
17 IN
90°00'00" El
28.77
--
N 90000'00" E
I 28.77_']--]
SECTION JO, T.4S., Ro 6E, S.B.M. RIV, CO. 2J-057