mb493_001-0052t�z3-oZ�Sg31
y
PARCELS: 3
8.575 ACRES GROSS
OWNERSHIP STATEMENT:
WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION
SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A
CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS
SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES:
WE HEREBY DEDICATE TO THE CITY OF CATHEDRAL CITY AN 8-FOOT WIDE PUBLIC UTILITY EASEMENT
(PUE) CONTIGUOUS WITH, AND ALONG PRIVATE STREETS "A" AND "B" AS SHOWN HEREON.
WE HEREBY DEDICATE TO THE CITY OF CATHEDRAL CITY A PUBLIC UTILITY EASEMENT OVER PRIVATE
STREETS "A" THROUGH "0", INCLUSIVE.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES:
DOMESTIC WATER AND SANITATION EASEMENT OVER LOTS "A" THROUGH "0", INCLUSIVE, AND THOSE
EASEMENTS SHOWN AS "8' PUE". THE DEDICATION IS FOR DOMESTIC WATER AND SANITATION
PURPOSES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT. THE EASEMENTS SO DEDICATED
INCLUDE THE RIGHT TO ENTER UPON SAID LANDS, TO SURVEY, CONSTRUCT, RECONSTRUCT, LAY,
RELAY, MAINTAIN, OPERATE, CONTROL, USE AND REMOVE PIPELINES, FIXTURES AND APPURTENANCES,
AND TO REMOVE OBJECTS INTERFERING WITH THE CONSTRUCTION, OPERATION, AND MAINTENANCE
THEREOF. COACHELLA VALLEY WATER DISTRICT WILL NOT BE RESPONSIBLE FOR ANY IMPROVEMENTS
WITHIN SAID EASEMENTS IN THE EVENT THAT OPERATION AND MAINTENANCE ACTIVITIES RESULT IN
DAMAGE OR REMOVAL OF SAID IMPROVEMENTS.
WE HEREBY RESERVE FOR THE BENEFIT OF OURSELVES, SUCCESSORS, ASSIGNEES, AND OWNERS
WITHIN THIS TRACT AN EASEMENT FOR EMERGENCY INGRESS AND EGRESS AS SHOWN HEREON.
THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES
NCP VERANO LLC, A DELAWARE LIMITED LIABILITY COMPANY, OWNER,
BY:
NAME: r! 01, �
ITS: &46 i' 1 J0
NOTARY ACKNOWLEDGEMENT:
A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE
IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS
ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT.
STATE OF CaWrtcfL-w�-
SS
COUNTY
II OF f4ll'110 1
ON �7-'iv-q- Z3"'p1 . ZOZ3 BEFORE ME, lf"41307' rIYSGlc.I�c
A NOTARY PUBLIC IN AND FOR SAID STATE, PERSONALLY APPEARED Ase-191411w►�'h t��
WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE ERS N(S) WHOSE
NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED O 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 INSTRUMENT THE PERSON(S) OR THE ENTITY UPON BEHALF OF
WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE
FOREGOING PARAGRAPH IS TRUE AND CORRECT.
WITNESS MY HAND:
MY PRINCIPAL PLACE OF BUSINESS
NOTARY PUZ3LIC IN AND FOR SAID STATE IS IN Ed Ile AIE(-G COUNTY.
S2 m YsLf 9.0 lc c MY COMMISSION EXPIRES: Aw. 3r.
(PRINT NAME) MY COMMISSION No: S!/
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 37124
FOR CONDOMINIUM PURPOSES
LOT 293, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
ON TRACT NO. 28639-1, FILED IN BOOK 300, PAGES 53 THROUGH 66, OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY, AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF
CORRECTION RECORDED AUGUST 25, 2020 AS INSTRUMENT NO. 2020-0392881 OF OFFICIAL RECORDS.
KURT R. TROXELL, L.S. 7854
FUSCOE ENGINEERING, INC.
TAX BOND CERTIFICATE:
I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ bP,Sdb0.O0 HAS BEEN EXECUTED AND
FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED
UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LOCAL, AND ALL SPECIAL
ASSESSMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY
RECORDED ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN
DULY APPROVED BY SAID BOARD OF SUPERVISORS.
DATE: s(L U. 20-I
Qfk5ji_ TAX BOND
MATTHEW JENNINGS, COUNTY TAX COLLECTOR
BY: DEPUTY
TAX COLLECTORS CERTIFICATE:
THIS CERTIFICATION EXCWDE.S ANY
SUPPLEME14TAL TAX ASSESS�,,fiEFITS NOT
YET EXTENDED
I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE, THERE
ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY,
MUNICIPAL OR LOCAL TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, EXCEPT TAXES OR
SPECIAL ASSESSMENTS COLLECTED AS TAXES NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE
ESTIMATED TO BE $ 31-1. %90'00
DATED: S Q 20 IZ THIS CERTIFICATION EXCWDES ANY
SUFFM EUTAL TAX ASSESSMENTS NOT
BY: DEPUTY YET EXTE14DED
MATTHEW JENNINGS, COUNTY TAX COLLECTOR
CERTIFICATE OF ACCEPTANCE:
I HEREBY CERTIFY THAT UNDER AUTHORITY GRANTED TO ME BY RESOLUTION NO. 2015-23 DATED
FEBRUARY 10, 2015, 1 ACCEPT ON BEHALF OF COACHELLA VALLEY WATER DISTRICT THE DEDICATION
OF EASWENTS FOR DOMESTIC WATER AND SANITATION PURPOSES AS OFFERED HEREON
.30.
J. IvkB�JRM, GENERAL MANAGER 0q0 SOs-1 � iq I
COAEM VALLEY WATER DISTRICT
CITY CLERK'S STATEMENT:
I, TRACEY R. HERMOSILLO, CITY CLERK AND EX-OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY
OF CATHEDRAL CITY, STATE OF CALIFORNIA, HEREBX STATE THAT SAID CITY COUNCIL, AT ITS REGULAR
MEETING HELD ON THE _ DAY OF OfQY2h ✓ 2023, DULY APPROVED THE
MAP OF TRACT 37124, AND ACCEPTED ON BEHALF Or THE PUBLIC THE DEDICATION OF AN 8-FOOT
WIDE PUBLIC UTILITY EASEMENT (PUE) CONTIGUOUS WITH, AND ALONG PRIVATE STREETS "A" AND "B",
AND ALSO ACCEPT ON BEHALF OF THE PUBLIC THE PUBLIC UTILITY EASEMENT OVER PRIVATE
STREETS "A" THROUGH "0", INCLUSIVE.
DATE:
TRACEY R. eRM&NIL 0, CMC, CITY CLERK AND EX-OFFICIO CLERK
OF THE CITY COUNCIL OF THE CITY OF CATHEDRAL CITY
SIGNATURE OMMISSIONS:
PURSUANT TO THE PROVISIONS OF SECTION 66436 (a)(3)(A) OF THE SUBDIVISION MAP ACT, THE
FOLLOWING SIGNATURES HAVE BEEN OMITTED:
SOUTHERN PACIFIC RAILROAD COMPANY, HOLDER OF AN EASEMENT FOR PIPES OR AQUEDUCTS AND
INCIDENTAL PURPOSES AS DESCRIBED IN THE DOCUMENT RECORDED JANUARY 29, 1937 AS BOOK 309,
PAGE 572 OF OFFICIAL RECORDS.
SOUTHERN CALIFORNIA EDISON COMPANY, HOLDER OF AN EASEMENT FOR UTILITIES AND INCIDENTAL
PURPOSES AS DESCRIBED IN THE DOCUMENT RECORDED AUGUST 22, 2001 AS INSTRUMENT NO.
2001-405559 OF OFFICIAL RECORDS.
VERIZON CALIFORNIA INC, A CORPORATION, HOLDER OF AN EASEMENT FOR UTILITIES AND INCIDENTAL
PURPOSES AS DESCRIBED IN THE DOCUMENT RECORDED APRIL 30, 2002 AS INSTRUMENT NO.
2002-226207 OF OFFICIAL RECORDS.
CITY ENGINEER'S STATEMENT:
SHEET 1 OF 5 SHEETS
COUNTY SURVEYOR'S STATEMENT:
FILED THIS Zq DAY OF'5 20 t?✓
AT 1:111 M. IN BOOK ��i 3 OF MAPS, AT
PAGES � - 5 . AT THE REQUEST OF THE CITY
CLERK, CITY OF CATHEDRAL CITY.
NO. ZOZ.3 -0�9 Aq3 t
FEE V N
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
BY: ( � . DEPUTY
SUBDIVISION GUARANTEE BY:
FIRST AMERICAN TITLE COMPANY
THIS MAP CONFORMS WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL
ORDINANCES. I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND FOUND IT TO BE
SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT 37124, AS APPROVED
BY THE CITY PLANNING COMMISSION ON MARCH 15, 2017, AND THAT ALL PROVISIONS OF THE
SUBDIVISION MAPAND LOQ& ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE
TENTATIVE MAP W E OMPL D WITH, AND THAT I AM SATISFIED THIS MAP IS TECHNICALLY
CORRECT.
ARMANDO J. GARCIA BALDIZZOVE, RCE 70102
CITY ENGINEER, CITY OF CATHiEDRAL CITY
v
Z7-- Z3
BY: �%� DATE:
DAVID R. FAESSEL, RCE 18731
AS DELEGATED BY THE CITY ENGINEER PER
GOVERNMENT CODE SEC. 66416.5 (C)
SURVEYOR'S STATEMENT:
/eOF ESS lOr(rq�
, GARC/q49
c3 70102 ^, m
u z rn
\`PqJ CI VIA
F OF CAl
/QROFESS/ON\
N, s ,
c� ¢ 18731 m m
�
\`rqT CIVIC
F OF CA0F
THIS MAP CONSISTING OF 5 SHEETS WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED
UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT
AND LOCAL ORDINANCE AT THE REQUEST OF NCP VERANO LLC, IN MARCH, 2023. THAT ALL
MONUMENTS SHOWN HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN, OR
WILL BE IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP;
MONUMENTS WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THE SURVEY AS TRUE
AND COMPLETE AS SHOWN. I HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO
THE CONDITIONALLY APPROVED TENTATIVE MAP.
KURT R. TROXELL, L.S. 7854
491i
8�t9/Zoz3
W57
7
���u� • a � •...••��' *may
�u�. ,'
IN ACCORDANCE WITH GOVT. CODE SEC. 66490, A SOILS REPORT PROJECT NO. 544-9137,
99-08-104 PREPARED BY SLADDEN ENGINEERING. DATED AUGUST 24, 199 AND UPDATE LETTER
FOR PROJECT NO. 13678.002 PREPARED BY LEIGHTON AND ASSOCIATES, INC. DATED NOVEMBER 8,
2022 HAS BEEN PREPARED FOR THIS SUBDIVISION. THIS REPORT AND ANY SUPPLEMENTS THERETO
ARE ON FILE IN THE OFFICE OF THE CITY ENGINEER OF THE CITY OF CATHEDRAL CITY.
M:\MAPPING\4090\02\TR 37124\4090-002 TR37124.DWG (08-16-23)
ZOZ3 OZS$`1�I
0✓1'yiSwe(
CGPS STA "WWMT"
N=2291478.4781
E=6439196.5462
CGPS STA "WIDC"
_ BASIS OF BEARINGS N=2283789.7831
- - - - - - _ N84'28'25"W 79837.73' E=6518663.2861
Tcr /
\ 6 ps,
co 10029 10024
548.41, /
�I r
ZI � 2621.97_ _ - - _ y
I N82 05 53-E -
I _ ` ' c
I 10017 PROJECT SITE _ a
0
I c�
NOTE:
ALL DISTANCES SHOWN
ON GPS CONTROL
SCHEME ARE GRID.
GPS CONTROL
SCHEME
NOT TO SCALE
SURVEYOR'S NOTES:
® INDICATES MONUMENT FOUND AS NOTED.
® GPS MONUMENT AS INDICATED IN GPS CONTROL DIAGRAM.
GRID NORTH
CONVERGENCE ANGLE
AT 10017
y =-00*07'43.74"
2" IRON PIPE AND TAG "L.S. 7854" OR SPIKE AND WASHER STAMPED "L.S.
7854", OR LEAD TACK AND TAG "L.S. 7854" TO BE SET AT ALL BOUNDARY
CORNERS WITHIN TWO (2) YEARS OF RECORDATION, UNLESS NOTED OTHERWISE.
1" IRON PIPE AND TAG "L.S. 7854" OR SPIKE AND WASHER STAMPED "L.S.
7854", OR LEAD TACK AND TAG "L.S. 7854" TO BE SET AT ALL INTERIOR PARCEL
CORNERS WITHIN TWO (2) YEARS OF RECORDATION, UNLESS NOTED OTHERWISE.
THIS TRACT CONTAINS 8.575 ACRES.
THIS TRACT CONTAINS 3 NUMBERED LOTS.
PRIVATE STREETS AREA = 4.444 ACRES.
10017
() INDICATES RECORD DATA PER R1.
[ ] INDICATES RECORD DATA PER R2.
RECORD REFERENCES:
R1 TRACT NO. 28639-1 M.B. 300/53-66, AMENDED
PER C.O.C. INST. NO. 2020-0392881
R2 PARCEL MAP NO. 37792 P.M.B. 248/72-73
T# INDICATES CITY OF CATHEDRAL CITY TRACT NO.
28639-1, TIE SHEET #
602.70' (602.69')
� N66'25'12"E Q
i 2.42' (2.40')
i
� Iwo
10022 1.7 v
i
o'�n
i=0
10
10023
i
------------------
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 37124.
FOR CONDOMINIUM PURPOSES
LOT 293, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
ON TRACT NO. 28639-1, FILED IN BOOK 300, PAGES 53 THROUGH 66, OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY, AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF
CORRECTION RECORDED AUGUST 25, 2020 AS INSTRUMENT NO. 2020-0392881 OF OFFICIAL RECORDS.
KURT R. TROXELL, L.S. 7854
FUSCOE ENGINEERING, INC.
MONUMENT
NOTES:
looto
FD.
1.25" COPPERWELD, "LS 6298" PER R1, FLUSH.
10011
FD.
1" I.P. W/ PLASTIC PLUG, "LS 6398" PER R2, FLUSH.
1oa13
FD.
1.25" COPPERWELD, "LS 6298" PER R1, FLUSH.
10017
FD.
GEAR SPIKE & WASHER "PLS 4989" PER R1, FLUSH.
10022
FD.
1.5" COPPERWELD, "RCE 22015" PER R1, DN. 0.7'.
10023
FD.
1.5" COPPERWELD, "RCE 22015" PER R1, DN. 0.05'.
10024
FD.
1" I.P. W/ PLASTIC PLUG, "LS 4989" PER R1, FLUSH
10025
FD.
1" I.P. W/ PLASTIC PLUG, "LS 4989" PER R1, UP 0.2'.
10027
FD.
LT&T "PLS 4989" ON A PROLONGATION PER R1, MONUMENT
FLUSH
IN CONCRETE N00°13'24"E, 1.0'.
10029
FD.
LT&T "RCE 31653" PER R2.
10030
FD.
1" I.P. W/PP, "LS 6298" PER R1, DN. 0.2'.
10031
FD.
LT&T "LS 6298" PER R1, FLUSH.
10033
FD.
1.25" COPPERWELD, "LS 6298" PER R 1, FLUSH.
10034
FD.
1.25" COPPERWELD, "LS 6298" PER R1, FLUSH.
A
273.00' (273.00'
10o
19
N
M
< I�
<
z
0
< M
w Z u
> W
or
0
0
Z
v
oa R 1 0
O
Q�
270.01' L(270.00'
1 003.
L s
T
ESTABLISHEMENT NOTES:
�q SEARCHED FOUND NOTHING. ESTABLISHED BY TIES PER
T5.
O
SEARCHED FOUND NOTHING. DOES NOT FIT TIES PER
R1. ESTABLISHED INSTEAD BY PROPORTION.
O SEARCHED FOUND NOTHING. ESTABLISHED BY
PROPORTION.
< O
o< LARGO OQ ROAD
m0 m0 c�
N89'46'54"W 1458.95' �1458.92') 10027 r�
- - 382.94' {382.91) 533.00'
2 9 2
RlO V I STA p
RAVE
GO Q
r� G;
�J 10030
N69'o0'04"E (R)
R
(533.01') - �0006A'b„2 �J
N89'46 57W �J
336.82' (336.97') 2 9 if
�� 10031 10029 r r,
C� 0
Yk
04
N
0
)>> Z
C
N89'46'58"W 1904.32' (1904.28')
- - - - N89'46'58"W 2640.84' (2640.78') 2038.14' (2038.09')
V E R A N 0
2
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE VI,, NAD 83 (EPOCH 2O17.50),
BETWEEN CONTINUOUS OPERATING REFERENCE STATIONS (CORS) WIDC AND WWMT, BEING N84'28'25"W.
BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999784408.
THE CONVERGENCE ANGLE OF GRID NORTH IS-00'07'43.74" AT POINT 10017 USING AN ELEVATION OF 451.167'.
GPS PROCESSING AND NETWORK ADJUSTMENT WAS CONTROLLED BY USING THE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD88) HOLDING THE PUBLISHED ELEVATION OF 448.30' ON CITY OF CATHEDRAL CITY BENCHMARK 111.
N00' 13'02 "E
124.49' [(124.50')]
39'46'58"W 534.10'
SHEET 2 OF 5 SHEETS
10013
h
ao
N
O c6
9 Icov
00
�\o w
\w _00
\c^ \ I o
Z co
100241
10011
N88'41'12"W
44.00'
go l
r) & 6
10
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
Cl
A=68'53'16"
52.50'
63.12'
r(A=68-46'58'�J_52.50'
63.03'
C2
A=10'25'01"
496.00'
90.18'
=10'25'01"
496.00'
90.18'
150' 0' 75' 150' 300'
SCALE: 1 " = 150'
pw
M:\MAPPING\4090\02\TR 37124\4090-002 TR37124.DWG (08-09-23)
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 37124
FOR CONDOMINIUM PURPOSES
LOT 293, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
ON TRACT NO. 28639-1, FILED IN BOOK 300, PAGES 53 THROUGH 66, OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY, AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF
CORRECTION RECORDED AUGUST 25, 2020 AS INSTRUMENT NO. 2020-0392881 OF OFFICIAL RECORDS.
KURT R. TROXELL, L.S. 7854
FUSCOE ENGINEERING, INC.
4)
SHEET 3 OF 5 SHEETS
EASEMENT NOTES:
O EASEMENT FOR PUBLIC UTILITY AND PEDESTRIAN PURPOSES DEDICATED PER M.B.
300/53-66.
OB EASEMENT TO SOUTHERN CALIFORNIA EDISON COMPANY, FOR UTILITIES AND
' INCIDENTAL PURPOSES DEDICATED PER INST. NO. 2001-405559, O.R.
8-FOOT WIDE EASEMENT FOR DOMESTIC WATER AND SANITATION PURPOSES
e
o�� Q DEDICATED TO COACHELLA VALLEY WATER DISTRICT HEREON.
R I O L A R G O 0°% / R 0 A D „�i� O 8-FOOT WIDE EASEMENT FOR PUBLIC UTILITY DEDICATED TO THE CITY OF
�
�
o
/
�
I-
N89'46'54"W 336.8� -
115.00' 82. p. / 221.82'
- 00%
-
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69.00' 100.00'
44.82'
/
_
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N00'06'48"E
Q
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50'
0.
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\
0
I m
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N
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3,
CATHEDRAL CITY HEREON.
pw
Z I 0.304 AC o ---- ----� `�---�--� �-
-- ----------------
v o \ �' 1 - I N 50' 0' 25' 50' 100'
Z 1 z N5 _28 25'44"E �PR�� a ``' I- I-
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SCALE: 1 " = 50'
of I_ t o
N89'46'58'W 115.01' r C \` < Z
J
0
_. Ib C D 8' I z
26' 0 i � ,-------------- rR 3.
I ,------\ ---- N00'13'02'E
r i SEE DETAIL "H" 20.00' QZ I `I N89'46'58"W 534.10'
SEE DETAIL F 381.09' 153.02'
SHEET 5 ;! ! C� �_ I L - '\rp
N�a>fzoW !u^j!p- N SHEET 5-------------------------------------------------
W co
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1 i N 5 j j/ �// D,120p
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----
�-� r F STREET
N89;46'58"W 103.05' 4 4"w �RC N44'49'57"E pRC B STREET r 348.06' RIO NUEVO ROAD
cW_ N ,------- N3048° �� �---- N--------------------------------------------- - - - - C4
N70_30'46"W N89_46'58'W 103.05' _ ��06 i ���_- _ _ - - - N89'46'58"W 348.06'
57.00' �7_ -3 0 i\ �_- _J�--- r` ------ ]-�-- I >
-5 0 , _ - 92.00' -co 92.00' 57.00' ,I
W / ----- i R`z6 I ---------j---------------- --+------1--\ 1
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N I O 7, 00' i w i �`� `Lod° o I I 2.00' -- I I W
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zoo I >i l i_(_( 1 i o
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II Z i--I8 C D L-- J SHEET 4 f 1 I i f 1 I i I I I w
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1.211 AC 1 I N O
r0 I �
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SEE DETAIL "D" 2 SEE DETAIL "E" ( (� i� �Iol o I I W
1 La w �- SHEET 4 SEE DETAIL 'C' SHEET 4 I I � w101 z I I m m l
IN NI I SHEET 4 7.060 AC SHEET 4 w I "' z `r
ci I o SEE DETAIL "J" ao
Ii� i�_I-� i --f--------------------------------------------------------------- I I� �I I SHEET 11�
-------------------------
IIa WIOI I I I' IW OI I I I Z
O W O I O
IIZ ZI I ; r---I r--� r--� r--� ; I I IZ'� z------------- 11
I
II N; I I i I I i i iNi 1 1 I 44'
I 1 1 r ( 1 ( 1 ( 11 I I I I I I a
11 ml 1
11-- 26"--1 1 � i W � w� r a t f� l i C D s �I i l I 0 STREET I i / �\_ I 1 9, o
8 L3 1 I I o II c~r> II II v�i II ff N II i i l 1 1--26; j f-J i I I
1 N 1( l r l Z f ; I I --------------I 3 z
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.0-��---G- --9-2.0-0' -- �----�=io-5-00-'
o"N89-4658W 566.00'
----------------------------------------- N0013em'02"E----------------------------------------------
"22s' C4 RIO NUEVO ROAD B STREET 18.95' N45' / - I /
+_______________________N89_46'58W 566.00' ______________+___= I'-3720'W R -�------------ tK
617.26' 33.00' 117.00'N107 117.30' i
767.00'
m N89'46'58"W 884.30' N00' 13'02"E o m
V E R 0 N A R 0 A D
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
C3
A=31'47'18"
80.00'
44.38'
C4
0=70'43'48"
46.00'
56.79'
C5
A=80'36'12"
46.00'
64.71'
C6
0=90'00'00"
5.00'
7.85'
C7
A=90'00'00"
46.00'
72.26'
C8
A=44'36'55"
46.00'
35.82'
C9
A=23'42'54"
80.00'
33.11'
C10
A=90'00'00"
20.00'
31.42'
C13
0=44'09'38"
46.00'
35.45'
M:\MAPPING\4090\02\TR 37124\4090-002 TR37124.DWG (08-09-23)
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IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 37124
FOR CONDOMINIUM PURPOSES
LOT 293, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
ON TRACT NO. 28639-1, FILED IN BOOK 300, PAGES 53 THROUGH 66, OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY, AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF
CORRECTION RECORDED AUGUST 25, 2020 AS INSTRUMENT NO. 2020-0392881 OF OFFICIAL RECORDS.
20' 0' 10' 20' 40'
SCALE: 1 " = 20'
RIO NUEVO ROAD B STREET
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L1
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11.67'
CURVE TABLE
N0.
DELTA
I RADIUS
LENGTH
C11
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1 2.00'
3.14'
KURT R. TROXELL, L.S. 7854
FUSCOE ENGINEERING, INC.
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M:\MAPPING\4090\02\TR 37124\4090-002 TR37124.DWG (08-09-23)
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IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
TRACT NO. 37124
FOR CONDOMINIUM PURPOSES
LOT 293, IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN
ON TRACT NO. 28639-1, FILED IN BOOK 300, PAGES 53 THROUGH 66, OF MAPS, IN THE OFFICE OF
THE COUNTY RECORDER OF SAID COUNTY, AMENDED PURSUANT TO THAT CERTAIN CERTIFICATE OF
CORRECTION RECORDED AUGUST 25, 2020 AS INSTRUMENT NO. 2020-0392881 OF OFFICIAL RECORDS.
KURT R. TROXELL, L.S. 7854
FUSCOE ENGINEERING, INC.
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CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
C6
0=90'00'00"
5.00'
7.85'
C11
A=90'00'00"
2.00'
3.14'
C12
A=90'00'00"
3.00'
4.71'
LINE TABLE
NO.
BEARING
LENGTH
L1
N89'46'58"W
0.33'
L3
N00' 13'02"E
11.67'
L4
N00'13'02"E
3.69'
L5
N00'13'02"E
7.69'
L6
N89'46'58"W
9.67'
L7
N00'13'02"E
9.69'
L8
N89'46'58"W
7.99'
L9
N00'13'02"E
1.00'
L10
N89'46'58"W
11.67'
L11
N00'13'02"E
4.33'
L12
NOD' 13'02"E
0.33'
1-13
N89'46'58W
13.68'
L14
N89-46'58"W
14.67'
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M:\MAPPING\4090\02\TR 37124\4090-002 TR37124.DWG (08-09-23)