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pm256_062-065IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP NO. 32932, FILED IN BOOK 217, PAGES 7 THROUGH 10, INCLUSIVE, OF PARCEL MAPS, LOTS 166 THROUGH 173, INCLUSIVE, PORTIONS OF LOTS 132, 134, 135, 213 AND 214, A PORTION OF "A" STREET, SHOWN AS LOT "W", A PORTION OF "B" STREET, SHOWN AS LOT "V," AND ALL OF ALLEY LOT "X" AS SHOWN ON THE MAP OF CATHEDRAL CITY, FILED IN BOOK 13, PAGES 24 THROUGH 26, INCLUSIVE, OF MAPS, ALL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA OWNER'S STATEMENT: WE HEREBY STATE THAT WE ARE THE OWNERS OF, OR ARE INTERESTED IN THE LANDS INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE; AND WE HEREBY DEDICATE TO THE CITY OF CATHEDRAL CITY PARCELS A, B, C, D AND E SHOWN HEREON AS EASEMENTS FOR PUBLIC STREET AND PUBLIC UTILITY PURPOSES; WE ALSO HEREBY DEDICATE TO THE CITY OF CATHEDRAL CITY THE 1(Y WIDE STORM DRAIN EASEMENT AND THE 10' WIDE PUBLIC ACCESS EASEMENT AS SHOWN HEREON. CITY URB REVITALIM ON CORPORATION, CALIFORNIA NON-PROFIT. CORPORATION BY: A e. a al.sv Vi NOfYN 4-5 li S T N 4,A,CK PRINT: KEVIN BIERSACK TITLE: CHIEF FINANCIAL OFFICER BENEFICIARY'S STATEMENT: CITY OF CATHEDRAL CITY, BENEFICIARY UNDER A DEED OF TRUST RECORDED JUNE 21, 2018 AS INSTRUMENT NO. 2018-0251 OF, FLCIAL RECOR S. BY: Nt-So KntowN (-5 Ct+rw-RA_-,� S P I-►-TLL_-r_p AcQ' -t rvoo pJ PRINT: CHARLES P. McCLENDON �' TITLE: CITY MANAGER NOTARY ACKNOWLEDGMENT 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 CALIFORNIA } SS COUNTY OFEItZ 'S1Gi r Mo," FJI,trC, ON BEFORE ME, JjQ U14 t�- &0, kRSONALLY APPEARED KP V t A S � . Ui SSC c)Z- , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PE@SON(S) WHOSE jW4ME(S) ISIARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HEISHEITHEY EXECUTED THE SAME IN BWERITHEIR AUTHORIZED CA�TY(IES) AND THAT BY MIHERITHEIR SIGHS) 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, LA \J lr(4 ,-- • l( CA tt NOTARY PUBLIC: (ja t L -t O Y Y\. I a COMMISSION EXPIRES: Da c- 1a��Orr�'J11 PRINCIPAL PLACE OF BUSINESS IS: c� Ok �6*v Gi Y at 0 COMMISSION NUMBER: , X15 911 I (NOTARY SEAL NOT REQUIRED, PER GOVERNMENT CODE 66436) ABANDONMENT NOTE: IN ACCORDANCE WITH SECTION 66499.20.2 OF THE SUBDIVISION MAP ACT, THE FILING OF THIS PARCEL MAP CONSTITUTES ABANDONMENT OF THAT CERTAIN 10' -WIDE STORM DRAIN EASEMENT SHOWN AND DEDICATED TO THE CITY OF CATHEDRAL CITY ON PARCEL MAP NO. 32932, FILED IN BOOK 217, PAGES 7-10 OF PARCEL MAPS. SAID PARCEL MAP DID NOT CONTAIN SUFFICIENT INFORMATION TO ALLOW FOR DETERMINATION OF THE EASEMENTS LOCATION. A NEW EASEMENT IS BEING DEDICATED HEREON TO ADDRESS THIS. DAVID EVANS AND ASSOCIATES, INC. ROBERT WALKER, LS 7137 CITY ENGINEER'S STATEMENT: I HEREBY STATE THAT I HAVE EXAMINED THIS MAP OF PARCEL MAP NO. 37876 CONSISTING OF FOUR (4) SHEETS; THAT THE SUBDIVIS10N`A$ SHOWN -!S BSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OR APPROVED ALTS ION THERETO, AS A PROVED BY THE CITY COUNCIL ON SEPTEMBER 28,2022; THAT ALL THE PROVISIONS OVHE SUBDIVISION MAP AC AND OF ANY LOCAL SUBDIVISION ORDINANCES HAVE BEEN COMPLIED WITH AND I AM SATISFIED THAT THI MAP IS TECHNICALLY CORRECT. Q�FESS1 �2 207-3 �� N. G.,kRC ARMANDO J. GARCIA BALDIZZONE, RCE 70102 DA -TE CO 8 Q c CITY ENGINEER, CITY OF CATHED CITY ,s -c N A * d� No. 70102 civ%%- �Q BY: "7--',23 DAVID R. FAESSEL , RCE 1873 DATE QRoFESS/ AS DELEGATED BY THE CITY ENGINEER PER \� R. FA GOVERMENT CODE SEC. 66416.5(C) CIO ,@ m m * No. 18731 CITY CLERICS STATEMENT: OF I, TRACEY R. HERMOSILLO, CITY CLERK AND EX -OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF CATHEDRAL CITY, STATE OF CALIFORNIA, DO HEREBY CERTIFY THAT SAID CITY COUNCIL AT ITS REGULAR MEETING HELD ON THE 72-tirll DAY OF A:12 6 1 2023, DULY APPROVED PARCEL MAP NO. 37876 AND ACCEPTED ON BEHALF OF THE PUBLIC, PARCELS A, B, C, D AND E FOR PUBLIC STREET AND PUBLIC UTILITY EASEMENT PURPOSES, THE 10' WIDE STORM DRAIN EASEMENT AND THE 10' WIDE PUBLIC ACCESS EASEMENT, ALL AS SHOWN ON THIS MAP. PURSUANT TO THE PROVISIONS OF SECTION 66445(j) AND 66499.20.2 OF THE SUBDIVISION MAP ACT, THE FILING OF THIS MAP SHALL CONSTITUTE ABANDONMENT AND VACATION OF THAT CERTAIN 1(Y -WIDE STORM DRAIN EASEMENT SHOWN AND DEDICATED TO THE CITY OF CATHEDRAL CITY ON PARCEL MAP NO. 30932, FILED IN BOOK 217, PAGES 7-10 OF PARCEL MAPS. D5 -a3. b?_3 TRACEY R. H OSI O, CMC DATE CITY CLERK, CITY OF CATHEDRAL CITY SOILS REPORT NOTE: PURSUANT TO SECTION 66490 OF THE SUBDIVISION MAP ACT, A SOILS REPORT DATED OCTOBER 19, 2019, UPDATED OCTOBER 6, 2022, AND ADDITIONAL GEOTECHNICAL RECOMMENDATIONS DATED NOVEMBER 18, 2022, BY SALEM ENGINEERING GROUP, INC., IS ON FILE IN THE ENGINEERING DEPARTMENT OF THE CITY OF CATHEDRAL CITY. NOTARY ACKNOWLEDGMENT 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 CALIFORNIA ) SS COUNTY OF 14Avices; J G Ao, M C 7. � I t1- �e ✓M evL' 1 C- ON 3 UTS BEFORE ME, pu'„MN'l1.-(IERSONALLYAPPEARED Ctik Icj P>;11,p IMM r_l c,Ja,, , WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) ISIARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HEISHE/THEY EXECUTED THE SAME IN HISIHER/THEIR AUTHORIZED CAPACITY(IES) AND THAT BY HISIHER/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, - CI NOTARYPUBLIC: A, tkoricl, Qut�}a..;�lo '61n..a^' COMMISSION EXPIRES: Akay 29.'LD23 PRINCIPAL PLACE OF BUSINESS IS: GRtklar& I a!N CA . Ft -tug . trvDirs C oumrq COMMISSION NUMBER: 21 r -10.5 7 c�oa3-0/599/ � 094 i;10'4 ( SHEET 1 OF 4 SHEETS RECORDER'S STATEMENT: FILED THIS S DAY of 'Jyne , 2023,AT .3 �D5 PA IN BOOK a,57(y OF PARCEL MAPS AT PAGES 6.6 ss AT THE REQUEST OF THE CITY OF CATHEDRAL CITY. 1)0G'a� 90a.3- 015917 7 PETER ALDANA, COUNTY RECORDER -CLERK -ASSESSOR FEE BY DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE INSURANCE COMPANY SURVEYOR'S STATEMENT: THIS MAP 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 CITY URBAN REVITALIZATION CORPORATION, A CALIFORNIA CORPORATION ON SEPTEMBER 9, 2022.1 HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN THOSE POSITIONS BEFORE OcTngek �§202 44 AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. I HEREBY STATE THAT SAID SURVEY IS TRUE AND COMPLETE AS SHOWN. LAND SG °y l9�ZoZ3 , o ROBERT WALKER, LS 7137 DATE * * 137 \�0 TAX BOND CERTIFICATES: I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ 130 - LIM-'o HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, STATE OF 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 RECORDER A LIEN AGAINST SAID PROPERTY, BUT NOT YET PAYABLE, AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATED:-P+7r+l 'M 2023 THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT YET EXTENDED MATT JENNINGS COUNTY TAX COLLECTOR BY: DEPUTY TAX COLLECTOR'S CERTIFICATE: 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 ALIEN BUT NOT PAYABLE, WHICH ARE ESTIMATED TO BE $. 00,V00-00 MATT JENNINGS - COUNTY TAX COLLECTOR THIS CERTIFICATION EXCLUDES ANY SUPPLEMENTAL TAX ASSESSMENTS NOT 2023 BY: poux rwxc("'vf& , DE?UrfXTENDED (NOTARY SEAL NOT REQUIRED, PER GOVERNMENT CODE 66436) DATE ""ARCEL MAP NO. 37876 IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP NO. 32932, FILED IN BOOK 217, PAGES 7 THROUGH 10, INCLUSIVE, OF PARCEL MAPS, LOTS 166 THROUGH 173, INCLUSIVE, PORTIONS OF LOTS 132, 134, 135, 213 AND 214, A PORTION OF "A" STREET, SHOWN AS LOT "W", A PORTION OF "B" STREET, SHOWN AS LOT "V," AND ALL OF ALLEY LOT "X" AS SHOWN ON THE MAP OF CATHEDRAL CITY, SIGNATURE OMISSIONS: FILED IN BOOK 13, PAGES 24 THROUGH 26, INCLUSIVE, OF MAPS, ALL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA PURSUANT TO THE PROVISIONS OF SECTION 66436(a)(3)(A) OF THE SUBDIVISION MAP ACT, THE FOLLOWING SIGNATURES DAVID EVANS AND ASSOCIATES INC. HAVE BEEN OMITTED FROM THE MAP, AS THEIR INTERESTS CANNOT RIPEN INTO FEE TITLE: ROBERT WALKER, LS 7137 LINE TABLE SIGNATURE OMISSIONS: THE SIGNATURES OF JOHN J. GROVE, ET AL., HOLDER OF AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES PER DOCUMENTS RECORDED NOVEMBER 4, 1925 IN BOOK 655, PAGE 234, AND RECORDED JUNE 28,1926 IN BOOK 684, PAGE 165, BOTH OF DEEDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF DESERT WATER AGENCY, SUCCESSOR IN INTEREST TO THE RIGHTS OF CATHEDRAL CITY WATER COMPANY, HOLDER OF AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES, RECORDED OCTOBER 8, 1926 IN BOOK 689, PAGE 524 OF DEEDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF SOUTHERN SIERRAS POWER COMPANY, HOLDER OF AN EASEMENT FOR POLE LINES AND INCIDENTAL PURPOSES, RECORDED APRIL 19,1927 IN BOOK 715, PAGE 3, OF DEEDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF CATHEDRAL CITY, A MUNICIPAL CORPORATION, HOLDER OF AN EASEMENT FOR PUBLIC HIGHWAY AND PUBLIC PURPOSES AND INCIDENTAL PURPOSES, RECORDED AUGUST 20, 2012 AS INSTRUMENT NO. 2012-0396623 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF CATHEDRAL CITY, HOLDER OF AN EASEMENT FOR STORM DRAIN PURPOSES, PUBLIC UTILITY, EMERGENCY ACCESS, FLOOD CONTROL AND INCIDENTAL PURPOSES, RECORDED MAY 01, 2006 IN BOOK 217, PAGES 7-10 OF PARCEL MAP, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF CATHEDRAL CITY, HOLDER OF AN EASEMENT FOR PUBLIC UTILITY, DRAINAGE, SEWER, WATER AND EMERGENCY ACCESS PURPOSES RESERVED PER INSTRUMENT RECORDED MAY 01, 2006 AS INSTRUMENT NO. 2006-03114164 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF DESERT WATER AGENCY, A PUBLIC AGENCY, ITS SUCCESSORS AND ASSIGNS, HOLDER OF AN EASEMENT FOR CONSTRUCT RECONSTRUCT, ALTER, REPLACE, USE, OPERATE, INSPECT, MAINTAIN, REPAIR, AND REMOVE WATER AND SEWAGE PIPELINES AND APPURTENANCES AND ELECTRICAL AND COMMUNICATION CONDUITS AND APPURTENANCES AND INCIDENTAL PURPOSES, RECORDED JULY 20, 2007 AS INSTRUMENT NO. 2007-0472200 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF CATHEDRAL CITY, A MUNICIPAL CORPORATION, HOLDER OF AN EASEMENT FOR PUBLIC HIGHWAY AND PUBLIC UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL 09, 2009 AS INSTRUMENT NO. 2009-0174411 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. C6 PARCELIC l23' \ I PARCEL 4 I JR/ � v PARCEL 3 2� DETAIL "C" J NOT TO SCALE N6j2p, s zS2 ;,Qs3, N7,°31920"w l 38896 w o� CD M zo w o ®, m Z C6 p Mc E I --10' WIDE PUBLIC ACCESS EASEMENT TO THE CITY 110.00' 1 OF CATHEDRAL CITY, I L6 DEDICATED HEREON "A" STREET DETAIL "E" l NOT TO SCALE 1 PARCEL 1 PARCEL C N 8,742 S.F. w O M CD 0 DETAIL "D" o NOT TO SCALE Z 70.63' �' 40.00' / �- N89°51' 8"W 110.63' - J THE SIGNATURE OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, HOLDER OF AN EASEMENT FOR FLOOD CONTROL AND ACCESS PURPOSES, RECORDED APRIL 12, 2012 AS INSTRUMENT NO. 2012-0167267 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, HOLDER OF AN EASEMENT FOR FLOOD CONTROL AND ACCESS PURPOSES AND INCIDENTAL PURPOSES, RECORDED MARCH 18,1947 IN BOOK 826, PAGE 140 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, HOLDER OF AN EASEMENT TO CONSTRUCT, USE, MAINTAIN, OPERATE, ALTER, ADD TO, REPAIR, REPLACE RECONSTRUCT, INSPECT AND REMOVE AT ANY TIME AND FROM TIME TO TIME UNDERGROUND ELECTRICAL SUPPLY SYSTEM AND COMMUNICATION SYSTEMS AND INCIDENTAL PURPOSES, RECORDED JANUARY 18, 2005 AS INSTRUMENT NO. 2005-0044318 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF DESERT WATER AGENCY, A PUBLIC AGENCY, HOLDER OF AN EASEMENT FOR WATER AND SEWAGE PIPELINES AND APPURTENANCES, AS WELL AS ELECTRICAL AND COMMUNICATION CONDUITS AND APPURTENANCES, RECORDED APRIL 25, 2023 AS INSTRUMENT NO. 2023-0117508 OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. THE SIGNATURE OF CATHEDRAL CITY, A MUNICIPAL CORPORATION, HOLDER OF EASEMENTS FOR PUBLIC UTILITY PURPOSES RECORDED MAY 30, 2023 AS INSTRUMENT NO. 2023-0153834, O.R. OF OFFICIAL RECORDS, RECORDS OF RIVERSIDE COUNTY. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6, NAD83 (NSRS 2011), EPOCH 2010.00 BASED LOCALLY UPON THE FOLLOWING CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) AS PUBLISHED BY N.G.S.: CORS ID: P584 NORTH LATITUDE: 33°53'33.35703" WEST LONGITUDE: 116°57'05.85960" ELLIPSOID HEIGHT: 739.485 METERS NORTHING (GRID): 2,269,135.98 SFT EASTING (GRID): 6,348,737.97 SFT CORS ID: DSSC LATITUDE: 33°43'59.97946" LONGITUDE: 116°42'43.47549" ELLIPSOID HEIGHT: 1661.621 METERS NORTHING (GRID): 2,210,771.47 SFT EASTING (GRID): 6,421,179.06 SFT CORS ID: PIN1 LATITUDE: 33°36'43.74989" LONGITUDE: 116°27'29.33078" ELLIPSOID HEIGHT: 1258.666 METERS NORTHING (GRID): 2,166,429.31 SFT EASTING (GRID): 6,498,294.29 SFT QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES (U.S. SURVEY FEET) UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION FACTOR OF 0.9999738923. I �I Q� LINE # BEARING DISTANCE L1 N89°51'58"W 48.47' L2 N60042'43W 80.77' L3 N44051'58"W 32.54' L4 N60°42'59"W 50.52' L5 N00°07'56"E 40.00' L6 N89050'12"W 10.17' L7 N89050'12"W 82.06' L8 N00008'05"E 75.14' L9 N54°17'43"E 46.84' 1-10 N71°32'38"W 46.45' L11 N00008'06"E 88.02' L12 N00008'08"E 53.36' L13 N89050'12"W 47.37' L14 N35°36'35"W 50.24' L15 N89°18'04"W 51.86' L16 N54030'05"E 35.36' L17 N71 °32'38"W 114.33' L18 N65°41'15"W 10.77' L19 N00004'20"E 2.20' L20 N00009'22"E 1.49' L21 N67020'31"W 77.87' L22 N89051'58"W 110.63' L23 N00°08'02"E 23.00' L24 N41058'15"E 25.50' L25 N64°41'20"W 217.68' L26 N89°50'12"W 65.07' L27 N38050'21"W 27.01' L28 N45052'57"W 63.97' L29 N70°30'17"W 63.11' l30 N73°36'37"W 9.91' FD. 2" IP, NO TAG, NO REF. N48 -28'00"E, 0.92' OF CORNER d _ N89°51'58"E 231.44' EST'D PARALLEL WITH _ 120.03' 111.4 ' AND 120.03'WOF p= 7006'40" E. LINE LOT 213 �� M L"122' -595 63' w FD. 4"X4" CONCRETE MON. W/ STEEL ROD; ACCEPTED AS POINT ON S. LINE "C" STREET, 0.27' W'LY OF CHANNEL RNV B.C. --i" i Z p=T°47 29 R,g00.00' L= V N I COMMON LINE OF �� LOTS 213 & 214 ESTD z BY PRORATION " x'361. CA, o 23°0059�(ON `TN� 0PEDR`` CNNAN�EL EPS TROT. F�°01D DETAIL "A" NOT TO SCALE 11.70' RNV B.C. EST'D AT RECORD DISTANCE (1-22) PER (R1) (N89°52'00"W R1) (N60°45'01'W 80.75' R1) (N44°52'00'W 32.53' R1) (N60°44'47"W 51.52' R1) (N54°31'54"E 35.36' R1) (N35°34'46"W 50.24' R1) (N89°16'15"W 51.87' R1) (N54°31'54"E 35.36' R1) (N71 °32'47"W 114.40' R1) (N65°41'23"W R1) (N00°04'11"E R1) (N00°06'42"E R1) (R1&M) (N89°52'00"W R1) act - o is 9t7 I y .G � Yb5 SHEET 2 OF 4 SHEETS AmLaffim LINE # BEARING DISTANCE L31 N22'38'1 7"E 45.00' L32 N67021'43"W 27.00, L33 N22°38'17'E 48.00' L34 N67021'43"W 73.67' L35 N22038'17"E 72.00' L36 N67021'43"W 6.17' L37 N22038'1 7"E 44.00' L38 N67021'43"W 3.00' L39 N22038'17"E 48.00' L40 N67021'43"W 3.00' L41 N22038'17"E 42.00' L42 N67021'43"W 9.00' L43 N22038'17"E 17.52' L44 N23°02'17"E 72.65' L45 N00°00'00"E 63.21' L46 N45052'57"W 63.97' L47 N27°39'25'W 46.12' L48 N89018'04"W 71.61' L49 N71 °32'20"W 65.42' L50 N62008'00"E 49.30' L51 N35018'12"W 5.93' L52 N70'1 945"W 8.93' L53 N00009'58"E 5.46' L54 N86001'26"W 56.04' L55 N64025'52"E 35.12' CURVE DATA TABLE CURVE # DELTA RADIUS LENGTH TANGENT Cl 09057'58" 47.00' 8.18' 4.10' C2 165°59'33" 72.00' 208.59' W C3 60°00'00" 108.00' 113.10' 62.35' C4 04°25'07" 686.00' 52.90' 26.47' C5 06038'44" 714.00' 82.82' 41.45' C6 04°38'17" 1369.39' 110.85' 55.46' C7 00052'33" 1073.92' 16.42' 8.21' C8 23°02'17" 142.00' 57.10' 28.94' C9 04012'19" 1432.39' 105.13' 52.59' C10 00054'43" 1145.92' 18.24' 9.12' C11 10°10'43" 30.00' 5.33' 2.67' C12 54°21'45" 55.00' 52.18' 1 28.24' ( R1&M) I 38 L W rn o / o Lu IN z ��� PARCEL D 38 0 178 S.F. W , N 16.99' 65.07 - ► Q - N89°50'12"W 178.96' -{- f- w / I N N N89°50'12"W 235.07'oJE-> U -)o "A" STREET u- o co N o N89°50'12"W 197.06' Q z 196.55' -► > l ot1l 38, 1 -17.01' E I"PARCEL W .� 162 S.F. C� Lo co p I o� c' I I o z (� 38 DETAIL "B" l NOT TO SCALE J TOTAL NO. OF PARCELS =14 TOTAL NO. OF NUMBERED PARCELS = 9 TOTAL NO. OF LETTERED PARCELS = 5 TOTAL AREA WITHIN DISTINCTIVE BORDER 13.511 ACRES GROSS 13.142 ACRES NET FOUND 1-1/2' COPPER DISK SURFACE MON, STAMPED "RCE 26401" N70°3873"E 0.51' EX. RNV LINES ESTD PER INST. NO. 2015-0134457 O.R. FOUND 1-1/2' COPPER PARCEL MAP NO. 37876 DISK SURFACE MON, STAMPED "RCE 26401" IN THE CITY OF CATHEDRAL CITY, COUNTY I I ( OF RIVERSIDE, STATE OF CALIFORNIA - (I BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP NO. 32932, FILED IN BOOK 217, PAGES 7 THROUGH 10, INCLUSIVE, OF PARCEL $I MAPS, LOTS 166 THROUGH 173, INCLUSIVE, PORTIONS OF LOTS 132, 134, 135, 213 AND 214, A PORTION OF "A" STREET, SHOWN AS LOT "W", A PORTION OF "B" STREET, SHOWN AS LOT "V," AND ALL OF ALLEY LOT "X" AS SHOWN ON THE MAP OF CATHEDRAL CITY, FILED IN BOOK 13, PAGES 24 THROUGH 26, INCLUSIVE, OF MAPS, ALL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA CV r Z DAVID EVANS AND ASSOCIATES, INC. 9.59' ROBERT WALKER, LS 7137 LINES AND SYMBOLS: A(70'30, LOTS 132 -135 ESTD o \3r BY PRORATION BOUNDARY ESTABLISHMENT ESTD PARALLEL WITH W. LINE LOT 132,54.W CIL IMPROVEMENTS - ESTABLISHED ELY ALONG SLY LINE PER STREET IMPROVEMENT PLANS i — — — EX. RNV LINE ESTD PER INST. NO. 2012-0396623 O.R. FOUND 1" I.P. WITH TAG, 'LS 5282" NO REF. ACCEPTED AS REPLACEMENT MON. FOR 1.5" IP FOUND ON (R1) CIL-C(L VAN — FLEET AND "B' STREET "B" STREET _ o A STREET - N N N89°50'12"W 574.19' ?�r 235.06' — — Ae STRE339.13' — — ( N89°50'12'W 197.06' ESTA D P ``R�RALLEL WITH &15' CATHEDRAL CIT TRACT T Y OF W. LAL13 NE LOT 170 i I N�f°3f 1� 9rR1 BOGY, GY,1 39 PAGES 24-26 OF GAAP W_� I I 169 I 11700 1171 I w I 172 I 1773 I � 966 X6 77Ilse I N LOTS 166 -173 ESTD BY PRORATION (Q 631 I I I I I I I I 25 138'j �—_J — —J L—�— / N B STREET N89°50'40"W 1223.75' - —o — — 660.21' E. LINE SEC. 33 PRODUCED W CIL PER (R1) \ FOR EAST PALM CANYON DRIVE, FOUND 1-1/2' COPPER DISK 63(Nj1, "LS 25' / POINT ON CIL V STREET, DATED 05-01-1997, PROVIDED BY CITY SURFACE MON, STAMPED 11 X 43 — N?fo '; DEPARTMENT "RCE FOUND 1" I.P. WITH TAG, 5282" ,-�� 0.05 W'LY OF CIL ALLEN I _. A? 1��\�ENGINEERING 26401" PER (R1) NO REF. ACCEPTED AS REPLACEMENT MON. FOR 2X2 & �- C Z �g �4 I N.A.P. N 45g31, FOUND 1-1/2" COPPER DISK 1 X333 132 � N�1' SURFACE MON, STAMPED 132 NAIL FOUND ON (R1) CIL-CIL VAN FOUND 3-1/4' BLM BRASS DISK L7 1 H�1°3r \ ISN Sj RCE 26401 PER (R1) L6 3x38 FLEET AND "A" STREET i PARCEL L GilAP NO. 32932 —I — — L - — — IAV yV�39 31B' C/L PER (R1) - " " EX. RNV LINE ESTD PER INST. NO. 2012-0396623 O.R. FOUND 1" I.P. WITH TAG, 'LS 5282" NO REF. ACCEPTED AS REPLACEMENT MON. FOR 1.5" IP FOUND ON (R1) CIL-C(L VAN — FLEET AND "B' STREET "B" STREET _ o A STREET - N N N89°50'12"W 574.19' ?�r 235.06' — — Ae STRE339.13' — — ( N89°50'12'W 197.06' ESTA D P ``R�RALLEL WITH &15' CATHEDRAL CIT TRACT T Y OF W. LAL13 NE LOT 170 i I N�f°3f 1� 9rR1 BOGY, GY,1 39 PAGES 24-26 OF GAAP W_� I I 169 I 11700 1171 I w I 172 I 1773 I � 966 X6 77Ilse I N LOTS 166 -173 ESTD BY PRORATION (Q 631 I I I I I I I I 25 138'j �—_J — —J L—�— / N B STREET N89°50'40"W 1223.75' - —o — — 660.21' IP FOUND ON (R1) CiL-C/L VAN --q I z FLEET AND'C" STREET "C" STREET SIF--- FOUND 1" I.P. WITH TAG, 'LS 5282" -� NO REF. ACCEPTED AS REPLACEMENT MON. FOR 1.5" IP FOUND ON (R1) CIL-CIL VAN FLEET AND "D" STREET 80 40 0 80 160 SCALE: 1" = 80' EX. RNV LINES ESTD PER (R1) N89051'58"W 1 FD. 1" IP, NO TAG, NO REF. E. LINE SEC. 33 PRODUCED W DN. 2.5' - ACCEPTED AS I POINT ON CIL V STREET, ui nc 0.05 W'LY OF CIL ALLEN ep CO W PALM C Z Wv Wo S.E. COR. SEC. 33 - SPRING FOUND 3-1/4' BLM BRASS DISK Q PARCCELL I u g PARCEL L GilAP NO. 32932 �sr � CITY Tp --�� PAW FOUND 1" I.P. WITH TAG, 'LS 5282" NO REF. ACCEPTED AS 58' to REPLACEMENT MON. FOR 1.5' 20' I W; IP FOUND ON (R1) CiL-C/L VAN --q I z FLEET AND'C" STREET "C" STREET SIF--- FOUND 1" I.P. WITH TAG, 'LS 5282" -� NO REF. ACCEPTED AS REPLACEMENT MON. FOR 1.5" IP FOUND ON (R1) CIL-CIL VAN FLEET AND "D" STREET 80 40 0 80 160 SCALE: 1" = 80' EX. RNV LINES ESTD PER (R1) N89051'58"W 1 FD. 1" IP, NO TAG, NO REF. E. LINE SEC. 33 PRODUCED Lu Cc DN. 2.5' - ACCEPTED AS I POINT ON CIL V STREET, 0.05 W'LY OF CIL ALLEN a 10 AVENUE PALM / S.E. COR. SEC. 33 - SPRING FOUND 3-1/4' BLM BRASS DISK Q PARCCELL I PARCEL L GilAP NO. 32932 �sr � CITY Tp --�� P.M.B. ° 217/7-10 �I Q �I FD. 1.5- IP, NO REF. S23 -3128"E, 0.06' OF CIL-CIL. - _ C STREET N89°51'58'W 1322.29' 660.18' EX. RNV LINE ESTABLISHED PER INST. NO. 2009-017411, O.R. "D" STREET �— 660.13' �- S�3°S�5 E (�) N83°49'31�'E (RD =� S86'�zz3�E (RADA - -9 N89°51'58"W 1322.43' (1322.25 R21 CIL TO STREET ESTD PARALLEL WITH 'C" STREET k 1 MONUMENT FOUND AS NOTED • CENTER LINE — — LOT LINE TO S B�NARDINO PARCEL BOUNDARY PROPOSED RNV EXISTING RNV — — REFERENCE: () INDICATES RECORD DATA PER CITED REFERENCE R&M INDICATES RECORD AND MEASURED DATA R1 PARCEL MAP NO. 32932, PMB 217/7-10 c2,oa3-0/59971 ��� OP�'�; aa I '�"q SHEET 3 OF 4 SHEETS 62 L1 E. LINE SEC. 33 PRODUCED Lu Cc AND CIL "D" STREET VISTA CHINO RAMON a 10 PALM / S.E. COR. SEC. 33 - SPRING FOUND 3-1/4' BLM BRASS DISK Lu o MONUMENT PER RS 1491008 CATHEDRAL �sr � CITY Tp --�� PAW VYpN INDIO SITE ERT DE 86 74 R2 MAP OF CATHEDRAL CITY, MB 13124LEGEND: INDEX MAP26 FD FOUND AS NOTED IP IRON PIPE NOT TO SCALE W M MEASURED OR CALC / , FOUND 1" IP ILLEGIBLE PER 132,4 l4jC PWFB PUBLIC WORKS FIELD BOOK >CR 181001; ACCEPTED AS V 12 NrQNDR/V SNF SPEARCH NOT FOUND cr p N.E. CORNER SEC. 33 1144�,R1 _ F S&W SPIKE AND WASHER QN �. \ L18 S&T SPIKE AND TAG a04 L19 �� LLj`'' E. LINE SEC. 33 ESTD FROM GL PER (R1) FD. MONS. AS SHOWN � � / qaj FOUND 1-1/2" COPPER DISK 5635V SURFACE MON, STAMPED "RCE 26401" C CIL OF IMPROVEMENTS J \ I S _ EX. RNV LINE ESTD PER (R1) N67. 21 \C10�� \ I ?143w 93 74, '91) 4,R1) N23 -34-42-E (RAD.) 44 FD. 4"X4" CONCRETE MON. \ �1 CIL -C' STREET ESTD FROM W/ STEEL ROD; ACCEPTED FD. MON. AT CIL VAN FLEET AS POINT ON S. LINE'C" AVENUE AND 20.00' N'LY OF STREET, 0.2T W'LY OF FD. 4"X4" CONC. MON. CHANNEL RNV B.C. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FD. 2" IP, NO TAG, NO REF. \ N48 -28'00'E, 0.92' OF CORNER — — 662.11' _ N89051'581W 231.44' ESTD PARALLEL WITH — — — I AND 120.03' W'LY OF 213 120.03 E. LINE LOT 213 2114 �, o oa, x,595'63 BOOK oOK 0269 PAGE 1409 O.R. 8 I RECORD DISTANCE I �'3 GP�N�O�`� CNpr1NE� (1-22) PER (RI) I N ��pp GON�RD COMMON LINE OF �— N. RNV CURVE ESTD iv LOTS 213 & 214 ESTD I TANGENT TO S. LINE BY PRORATION "C" STREET AS SHOWN $ 662.29' \� SEE DETAIL "A" ON SHEET 2 SEE SHEET 2 FOR LINE AND CURVE TABLES 8 N E. LINE SEC. 33 PRODUCED: ESTD FROM FD. MONS. AS SHOWN / I N,,— ESTD AT INTERSECTION — E. LINE SEC. 33 PRODUCED Lu Cc AND CIL "D" STREET Z / S.E. COR. SEC. 33 - FOUND 3-1/4' BLM BRASS DISK MONUMENT PER RS 1491008 NO°02'30"W 9.59'PA"K"CEL MAP NO. 37876 �N'0°3p,1j^w IN THE CITY OF CATHEDRAL CITY, COUNTY \ 24932\ OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP NO. 32932, FILED IN BOOK 217, PAGES 7 THROUGH 10, INCLUSIVE, OF PARCEL PARCEL A _ MAPS, LOTS 166 THROUGH 173, INCLUSIVE, PORTIONS OF LOTS 132, 134, 135, 213 AND 214, A PORTION OF "A" STREET, SHOWN AS 45' 410 a 879 S.F. LOT "W", A PORTION OF "B" STREET, SHOWN AS LOT "V," AND ALL OF ALLEY LOT "X" AS SHOWN ON THE MAP OF CATHEDRAL CITY, 25' 120' ti11� X29 ` \ SEE DETAIL E FILED IN BOOK 13, PAGES 24 THROUGH 26, INCLUSIVE, OF MAPS, ALL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA N O EET 2 c7 6' WIDE P.U.E. PER CITY VACATION RESOULUTION NO. 2105-60-A, \� DAVID EVANS AND ASSOCIATES, INC. &D RECORDED MAY 30, 2023 AS INST. N0.2023 0153834, O.R. ROBERT WALKER, LS 7137 co PARCEL T a o NOT A PART OF /N _ I PARCEL B 6,519 S.F. ,-- °THIS SUBDIVISION X10, 6,098 S.F. !�, z M o N71°32 N,1°322 a L26 104.83' _-_ _ L / 38 �l` 29T �o ° w.18' PARCELID _ I N N89A41STREET o N _ \ - - _ 22s6p'- N,1 °3X20°W 38893 \ PARCELI Ej8'-- IN 197.06' - - _ 6.50' S89°50'12"E 211.69' s - N�1° ` C/L OF IMPROVEMENTS 162 S.F. I N89°50'12"W 196.55' - 3238"W g2Tj, F �18'WIDE P.U.E. PER CITY 7633L13 N, ° o VACATION RESOULUTION 6 ' 1313"5B6PARCEL8 N0.2105-60 A, RECORDED b ��398 C/L PER (R1) '9N025' 12,651 S.F. o MAY 30, 2023 AS INST. N0.NDN 2023-0153834, O.R.Cg N89050'12"W 213.53' -�co PARCEL 6 �' 934 ! !� _ d- 3 63' 25' 1 F- W w ry F- F_ LU W J u - z >I 38' 58' 20' 1 38' 58' 20' 0 co �i O Eo 0 Z rn 1ul aoo-�3 -olsgg7/ <,n / EXISTING EASEMENT NOTES: SHEET 4 OF 4 SHEETS OA A 40' WIDE EASEMENT FOR PUBLIC UTILITY, EMERGENCY ACCESS, FLOOD CONTROL AND INCIDENTAL PURPOSES PER PARCEL MAP NO. 32932, RECORDED MAY 01, 2006 IN BOOK 217, PAGES 7-10 OF PARCEL MAPS. BO AN EASEMENT TO CONSTRUCT, USE, MAINTAIN, OPERATE, ALTER, ADD TO, REPAIR, REPLACE, RECONSTRUCT, INSPECT AND REMOVE AT ANY TIME AND FROM TIME TO TIME UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS AND INCIDENTAL PURPOSES, RECORDED JANUARY 18, 2005 AS INSTRUMENT NO. 2005-0044318 OF OFFICIAL RECORDS. © AN EASEMENT TO CONSTRUCT, RECONSTRUCT, ALTER, REPLACE, INSPECT MAINTAIN REPAIR, AND REMOVE WATER AND SEWAGE PIPELINES AND APPURTENANCES AND ELECTRICAL AND COMMUNICATION CONDUITS AND APPURTENANCES AND INCIDENTAL PURPOSES, RECORDED JULY 20, 2007 AS INSTRUMENT NO. 2007-0472200 OF OFFICIAL RECORDS. DO THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN DOCUMENT ENTITLED "RESOLUTION NO. 2005-067" RECORDED MAY 01, 2006 AS INSTRUMENT NO. 2006-0314164 OF OFFICIAL RECORDS. EO AN EASEMENT FOR FLOOD CONTROL AND ACCESS PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL 12, 2012 AS INSTRUMENT NO. 2012-0167267 OF OFFICIAL RECORDS. FO 20' WIDE PUBLIC UTILITY EASEMENT PER PARCEL MAP NO. 32932, RECORDED MAY 01, 2006 IN BOOK 217, PAGES 7-10 OF PARCEL MAPS. GO A 40' WIDE AND VARIABLE WIDTH EASEMENT AND RIGHT OF WAY TO CONSTRUCT, RECONSTRUCT, ALTER, REPLACE, USE, OPERATE, INSPECT, MAINTAIN, REPAIR, AND REMOVE WATER AND SEWAGE PIPELINES AND APPURTENANCES, AND ELECTRICAL AND COMMUNICATION CONDUITS AND APPURTENANCES AND INCIDENTAL PURPOSES, RECORDED APRIL 25, 2023 AS INSTRUMENT NO. 2023-0117508 OF OFFICIAL RECORDS. MONUMENT NOTE: O - INDICATES PROPOSED MONUMENT TO BE SET: SPIKE AND WASHER LS 7137 TO BE SET ON STREET CENTERLINES; A V IRON PIPE, SPIKE AND WASHER OR LEAD, TACK AND TAG, EACH STAMPED LS 7137 WILL BE SET AT PARCEL CORNERS, Q, 32,101 S.F. SEE DETAIL "B" o PARCEL B L4815�; '`� ti�3 N�7°3 :38 SEE DETAIL "C" DEPENDING ON SPECIFIC SITE CONDITIONS. o z 6,098 S.F. 19.75 �� `� 2 114 ` 60 30 0 60 120 ON SHEET 2 °° N 1.32' �`'� 33 ON SHEET 2 Z4 9 L19 \ am 13E .79, N�1°313p� 1j \I 0.", 33.68, PARCEL 9 334,652 S.F. 1(41 \ss9° ARo " , PARCEL 5 46,877 S.F. 146 8,5, 1V 16285, S73-5225" N89051'58"W 323.82' - N83049138"E (RAD.) Zb "D" STREET ED- s$s°12'2s"E (RAD•) _ M M - Lo N C) Lo 50.29' 1 ° `� l OB A, 4 o/ PARCEL 4 42,474 S.F. Z3 v \ / 16.46, `\ PROPOSED 24' WIDE SANITARY \ SEWER EASEMENT TO DESERT WATER AGENCY TO BE RESERVED IN SEPARATE DOCUMENTS c3 PARCEL C \ SCALE: 1" = 60' w 8,742 S.F. 1 \ / 0 N6\° p1p C/L PER (R1) ?91' < �1�N69'13\ �6S °\ l 23Nw 24392 2� PARCEL 3 28„259 S.F. \ \ ' 434 W co `¢ \ _lk s 8o, \ C/L OF IMPROVEMENTS ,600 Nsj°21431, \ \ \ 18.66 \ r Nsj°2143 C1 18444, O n, PARCEL C L54 8,742 S.F. PARCEL 1 1 34,587 S.F. UC A D 6=10°34'24" L=166.09' CR 1 M N /0o w c I 0 / M 40' N89051'58"W 110.63'/ SEE DETAIL ON SHEET 2 D2,�°20' R 33°55'd Iz 0 B D�� OPNy. o SNE NNE N s A C G o. EPSP C CON-SRp�. C'NP 0 O o / O SEE SHEET 2 FOR LINE AND CURVE TABLES �5 v 00 4v7 4v7 368 PARCEL 2 0 34,343 S.F. =� ,600 Nsj°21431, \ \ \ 18.66 \ r Nsj°2143 C1 18444, O n, PARCEL C L54 8,742 S.F. PARCEL 1 1 34,587 S.F. UC A D 6=10°34'24" L=166.09' CR 1 M N /0o w c I 0 / M 40' N89051'58"W 110.63'/ SEE DETAIL ON SHEET 2 D2,�°20' R 33°55'd Iz 0 B D�� OPNy. o SNE NNE N s A C G o. EPSP C CON-SRp�. C'NP 0 O o / O SEE SHEET 2 FOR LINE AND CURVE TABLES �5