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pm255_078-080OWNERS 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 LINES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED IN FEE FOR PUBLIC PURPOSES: TO THE CITY OF COACHELLA, IN BEHALF OF THE PUBLIC, LOT "A" AS SHOWN HEREON, FOR STREET AND PUBLIC UTILITY PURPOSES. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE PUBLIC UTILITY EASEMENTS OFFERED FOR DEDICATION HEREON. WE HEREBY RESERVE TO OURSELVES, OUR SUCESSORS, ASSIGNEES AND PARCEL OWNERS WITHIN THIS MAP THE ACCESS EASEMENT AND RETENTION BASIN AND STORM DRAIN EASEMENTS SHOWN HEREON. MB -26, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY BY. SIGNATURE % SIGNATURE PRINT NAME, TITLE AND DATE�•�S/.?.,� PRINT NAME, TITLE AND DATE 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) S.S COUNTY OF RIVERSIDE ) ON •-A !!C� 2026L BEFORE ME, Xi 13 bt-�A NOTARY PUBLIC, PERSONALLY APPEARED7n I & '` HO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON S WHOSE NAME -T IS,/ ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE / SHE / THEY EXECUTED THE SAME IN hLS_1 HER / THEIR AUTHORIZED CAPACITY IES, AND THAT BYJi S / HER / THEIR SIGNATURE ON THE INSTRUMENT, THE PERSON OR THE ENTITY UPON BEHALF OF WHICH THE PERSON S ACTED, EXECUTED THE IN TRUMENT. 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. n SIGNATURE' _!�•"' NOTARY PUBLIC IN AND FOR `SAID STATE MY COMMISSION EXPIRES MY COMMISSION NUMBER IS MY PRINCIPAL PLACE OF BUSINESS IN _ COUNTY. 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) S.S COUNTY OF RIVERSIDE ) ON 20_, BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED 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 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: SIGNATURE NOTARY PUBLIC IN AND FOR SAID STATE MY COMMISSION EXPIRES MY COMMISSION NUMBER MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY. IN THE CITY OF COACHELLA, COUNIY OF RIVERSIDE, STATE OF CALIFORNIA P24R CEL MAP NO. 3 72 6 6 LOTS 7' AND 'J' A3 PER MAP OF A 311 OF SECTION 31, TOWNSHIP 5 SOUTH RANGE 8 EAST, SAN BERNARaNO MERIDIAN RECORDED IN BOOK 5, PACS 126 OF MAPS, RECORDS OF RIVERSIDE COUNTY BENJAMIN DANIEL ELAN, PE, PLS SEPTEMBER 2021 BENEFICIARY'S STATEMENT IIP -CA 5 LP, A DELAWARE LIMITED PARTNERSHIP, BENEFICIARY UNDER A DEED OF TRUST TO SECURE INDEBTEDNESS RECORDED JUNE 25, 2021, AS DOC. #2021-0385064 OF OFFICIAL RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. IIP -CA 5 LP, A DELAWARE LIMITED PARTNERSHIP 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, s-vnrnr ;60ES nn nnrnu, •r r-vrr New tEN yqz-vls� A4y'4aL&' 4406H ARE ;9 BE t�S V�Gt �I'�,lij DATED: 9:t+;� 20��*tBY. �!�!"'�.,7l►dit��M 6EPUTY BY: / MATTHEW JENNINGS r SIGNATURE ill PRINT NAME, TITLE AND DATE COUNTY TAX COLLECTOR SAX BOND CERTIFICATE , SIGNATURE PRINT NAME, TITLE AND DATE 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 ) S.S COUNTY OF RitE-R f ON MC')rVA i e-"20BEFORE ME, 'I • t4i A NOTARY PUBLIC, PERSONALLY APPEARED VrA^ d®l 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 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: _ -- SIGNATURE Q • NOTARY PUBLIC IN AND FOR SAID STATE MY COMMISSION EXPIRES _'Qh2t'LO Z3 N MY COMMISSION NUMBER _11)�__y� MY PRINCIPAL PLACE OF BUSINESS IS IN ��� COUNTY. 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) S.S COUNTY OF RIVERSIDE ) ON , 20_, BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED 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 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: SIGNATURE NOTARY PUBLIC IN AND FOR SAID STATE MY COMMISSION EXPIRES MY COMMISSION NUMBER MY PRINCIPAL PLACE OF BUSINESS IS IN __ COUNTY. I HERE B TIFY THAT A BOND IN THE SUM OF u- - EEN EXECUTED AND WITH THE BOARD OF SUPERVISORS OF THE Y OF RIVERSIDE, CALIFOR CONDITIONED UPON THE PAYMENT ALL TAXES, STATE, COUNTY, MUNICIPAL, OR LO AND ALL SPECIAL SMENTS COLLECTED AS TAXES, WHICH AT THE TIME OF F OF TH AP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY B T YETPAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID 80iR F SUPE RS. D 285 _ MATTHEW J GS S TAX BOND - COUNTY TAX COLL -DEPUTY SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTERESTS HAVE BEEN OMITTED: NEVADA -CALIFORNIA ELECTRIC CORPORATION, HOLDER OF A RIGHT-OF-WAY AND EASEMENT FOR ELECTRICAL AND TELEPHONE FACILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 09, 1901 IN BOOK 26 PAGE 127 OF DEEDS. OSCAR WINFRED EHN AND VERA MARIE EHN, HUSBAND AND WIFE, HOLDERS OF AN EASEMENT FOR PIPELINES AND INCIDENTAL PURPOSES RESERVED IN DEEDS RECORDED NOVEMBER 23, 1962 AS INSTRUMENT NO. 107927, AND RESERVED IN DEED RECORDED DECEMBER 22, 1969 AS INSTRUMENT NO. 129787, AND RESERVED IN DEED RECORDED NOVEMBER 23, 1962 AS INSTRUMENT NO. 107929, ALL OF OFFICIAL RECORDS, OSCAR WINFRED EHN AND VERA MARIE EHN, HUSBAND AND WIFE, HOLDERS OF AN EASEMENT FOR ROADS AND INCIDENTAL PURPOSES RESERVED IN DEED RECORDED NOVEMBER 23, 1962 AS INSTRUMENT NO. 107931, OFFICIAL RECORDS. 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) S.S COUNTY OF RIVERSIDE ) ON , 20_, BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED 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 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. SIGNATURE NOTARY PUBLIC IN AND FOR SAID STATE MY COMMISSION EXPIRES MY COMMISSION NUMBER MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY. aoaa-osogSsy 5/ OIrL�E,i�la� � meq, RECORDER'S STATEMENT SHEET 1 OF 3 S� FILED THIS � DAY OF , 20„?2AT j.,!M AM PM IN BOOK R45' OF PARCEL MAPS, AT PAGES AT THE REQUEST OF THE CITY CLERK OF THE CITY OF COACHELLA. NO. _120 es q FEE a1,.�' PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY. _ DEPUTY SUBDIVISION GUARANTEE. FIRST AMERICAN TITLE COMPANY THIS MAP CONSISTING OF THREE (3) SHEETS WAS PREPARED BY ME OR UNDER MY SUPERVISION AND IS BASED ON A FIELD SURVEY IN CONFORMATION WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF DESERT ROCK DEVELOPMENT, LLC, IN SEPTEMBER, 2021. I HEREBY STATE THAT ALL MONUMENTS SHOWN HEREON ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET WITHIN 1 YEAR OF MAP RECORDATION. SAID MONUMENTS WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THIS FINAL PARCEL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY ANDAPPR�OMPLETE AS SHOWN. VED TENTATIVE MAP. THIS SURVEY IS TRUE y��4� N p A �` SGS G' �c DATED:_ r- L!'"-�! 1 �, 20 Of � A NO. 8756' BENJAMIN DANIEL EGAN, PLS 8756 CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF PARCEL MAP NO. 37266 CONSISTING OF THREE (3) SHEETS; THAT THE SUBDIVISION SHOWN THEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP, IF ANY, AND APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND ANY LOCAL ORDINANCES HAVE BEEN COMPLIED WITH. DATED: /9-P-6 2014- e�o�R. S/"I �y co IT W N0. 72868N m ANDREW R. SIMMONS, CITY ENGINEER °* EXP. 6/30/2022 R.C.E. 72868, EXP. DATE. 6/30/2022 s��rF civiv OF C A`\Eo���Q CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN MAP OF PARCEL MAP NO. 37266 CONSISTING OF THREE (3) SHEETS AND I AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT. DATED: 'a • c, 20.M 'y5�pt��. O wS�F NO. 6972 NOEL OWSLEY, ACTING CITY SUR OR EXP. 9/30/202;)),I L.S. 6972, EXPIRES 09-30-2NJ s, CITY CLERKS STATEMENT I, ANDREA J. CARRANZA, DEPUTY CITY CLERK OF THE CITY OF COACHELLA, STATE OF CALIFORNIA, HEREBY STATE THAT THIS MAP WAS PRESENTED FOR APPROVAL TO THE CITY COUNCIL OF SAID CITY AT ITS REGULAR MEETING HELD ON THE L DAY OF 604L , 201c, AND THERE UPON SAID COUNCIL DID PASS BY AN ORDER buLY PASSED AND ENTERED APPROVED SAID MAP AND ALSO APPROVE SUBJECT MAP PURSUANT TO THE PROVISIONS OF SECTION 6646 (C) OF THE SUBDIVISION MAP ACT, AND ACCEPTED THE OFFERS OF DEDICATION FOR LOT "A" AND THE PUBLIC UTILITY EASEMENT(S), AS SHOWN HEREON. nL L4 2022 - ANDRE J. CARRANZA Ll DA E DEPUTY CITY CLERK OF THE CITY OF COACHELLA, CALIFORNIA �DoDi -c 5o9954f 0 VN1'C;i (ICA ( 11� IN THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 3 In IV PAR CEL MAP NO 3 P17 42, 6 6 DATUM STATEMENT ® COORDINATES SHOWN HEREON ARE ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE LOTS 7' AND 'J° AS PER MAP OF A SUBDIVISION OF SEC77ON 31, TOWNSHIP 5 VI, (EPOCH 2017.50), BASED LOCALLY UPON THE FOLLOWING CONTINUOUS GPS CONTROL STATIONS AS SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN RECORDED IN BOOK 5, PAGE PUBLISHED BY THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC) AND THE CALIFORNIA SPATIAL 126 OF MAPS, RECORDS OF RIVERSIDE COUNTY REFERENCE CENTER (CSRC): BENJAMIN DANIEL EGAN, PE, PLS SEPTEMBER 2021 COTD N. 2,210,180.6416 E 6,520,050.6729 CORS STATION: COTD I \ PIN1 N. 2,166, 429.7284 E. 6,498,29J.9424 P491 N. 2,152, 729.7516 E. 6, 568, 729.5315 2,210, 180.6416 N THE PUBLISHED CSRC 2 -SIGMA VALUES FOR STATIONS COTD, PIN1 AND P491 INDICATE THAT ALL THREE 6, 520, 050.6729 E \ \ STATIONS CONFORM TO FGDC ACCURACY CLASSIFICATION OF 5 -MILLIMETER AT THE 959 CONFIDENCE LEVEL. ELEV.= 200.5005 (NAVD88) I \ '� \ COORDINATES DEPICTED ON THE PUBLIC RESOURCE CODE GEODETIC CONTROL DIAGRAM WERE DERIVED UTILIZING A COMBINATION OF STATIC AND FAST STATIC GPS PROCEDURES. STATIC GPS OBSERVATIONS I s,9 WERE PERFORMED ON MAY 1, 2018 UTILIZING TWO SPECTRA PRECISION SP80 GPS RECEIVERS. VECTORS FOR THE BASE STAT/ONS WERE POST -PROCESSED TO CSRC STATIONS COTD, PIN1 AND P491 US/NG STARNET V9 SOFTWARE UTILIZING CCS83 ZONE 6 PROJECTION TABLES AS DEFINED IN SECTIONS 8802 AND CONVERGENCE ANGLE 8808 OF THE CALIFORNIA PUBLIC RESOURCE CODE AND UTILIZING THE GEOID 12B GEOID MODEL AS AT MONUMENT F1 PUBLISHED BY THE NATIONAL GEODETIC SURVEY. FAST STATIC OBSERVATIONS WERE COLLECTED ON THE I 8�6� J GRID _ +00002'15.4J" SAME DAY UTILIZING A SPECTRA PRECISION SP80 GPS RECEIVER COLLECTING A MINIMUM OF 360 EPOCHS I Jc\ z COMBINED FACTOR AT 1 SECOND INTERVALS. FAST STATIC OBSERVATIONS WERE SUBSEQUENTLY PROCESSED UTILIZING THE (6, I �f0\ \ o A T MONUMENT 01 POST -PROCESSED VECTORS OF THE AFOREMENTIONED BASE STATIONS UTILIZING THE SAME SOFTWARE, \ \ o = 0, 99998223 MODELS AND PROCEDURES OUTLINED ABOVE. ACCURACY OF THE EPOCH 2017.50 COORDINATES FOR \ FOUND MONUMENTS DIAND❑2 AS SHOWN ON THE EPOCH 2017.50 COORDINATE INFORMATION TABLE NOR ill C/L AVENUE 48 \ 1 2, 198, 469.5664 N HEREON MEET FGDC ACCURACY CLASSIFICATION 2 -CENTIMETER AT 95q CONFIDENCE LEVEL. o s &NORTH LINE OF SECTION 31 \ 8 6,582,488.4572 E � ELEV. _ -52.2230 COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY FOOT AS DEFINED IN AVENUE 48 AVENUE 48 9<<�, 9� ,I N89059'07"W 2613.6' N89°57'27" 2688.49' O (NAVD88) SECTION 8810 OF THE PUBLIC RESOURCES CODE. (ONE FOOT= 1200/3937 METERS). \ - NE CRNR SEC. 31 s�o�'� �4G� SII \ \�.>219.40'UNLESS OTHERWISE NOTED, ALL BEARINGS AND DISTANCES SHOWN HEREON ARE IN GROUND. TO CONVERT SITE LIMITS OF SURVEY z r c� y o01 I GRID INVERSE DISTANCES SHOWN HEREON TO GROUND DISTANCES, DIVIDE GRID DISTANCES BY A COMBINED w J -. SEE DETAIL ON SHEET 3 �0 ui 9� i 5 \ �i I o FACTOR OF 0.99998223 TO OBTAIN GROUND DISTANCES. �'� ti� wl \ ,r�,pd,, N89° 50"W 1395.9 �— �G 9 �I - \ \ s �o� !'� ( ) � CALCULATIONS FROM GRID TO GROUND VALUES AND THE CONVERGENCE ANGLE FOR THIS SURVEY WERE >` �o C' ( z MADE AT POINT NUMBER WITH COORDINATES OF N. 2,198, 469.5664, E. 6, 582, 488.4572, USING AN CD Q VICINITY MAP NI C6 - i z ELEVATION OF -52.2230 FEET (NAVD88). = NOT TO SCALE col r- \ / O O_ O v THOMAS BROS. MAP N N O Ico F � W RIV. CO. PG 5471, GRID B3 col \ Z `V '_' "' BASIS OF BEARINGS AVENUE 50 z II o 4 \of I rn w THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), N i 89 49 49 W 1721.00 I N N89°4604"W ,I; = J ZONE Vl, (2017.50 EPOCH) AS PER GRID INVERSE CALCULATIONS BETWEEN CONTINUOSLY OPERATING 130.08',\ 1 o N N REFERENCE (CO.R.S.) STATIONS P491 AND PIN1 PER PUBLISHED VALUES PROVIDED BY THE SCRIPPS CD P �G��11 z N E QUARTER \ \ \ i CD z U u ORBIT AND PERMANENT ARRAY CENTER (S.O.P.A.C.), BEING. NORTH 78" 59 35.49" (NEST. o SECT I ON 31 S.• i 0,0 T 5 S , R 8 E ,SBM MONUMENT NOTE \ Q INDICATES SET 1" IRON PIPE AND TAG STAMPED "LS 8756" FLUSH, UNLESS NOTED OTHERWISE. LEGEND 2 195, 759. 1024 N 1 , 5'1 tib ° — 2 6,582,490. 7552 E S INDICATES MONUMENT FOUND, AS NOTED HEREON. CIL CENTERLINE R/W RIGHT OF WAY , �g N90 00 00 W 2689.19 COR. CORNER RAD RADIAL II `�6g� _ _ — — _ ,^ l (NAVD88) 54.9223 D INDICATES C.O.R.S. STATION CR CORNER RECORD RP RADIAL POINT GR1D _ V- `� l E 114 CRNR SEC. 31 FOUND COPPERWELD MONUMENT, STAMPED "30/29/31 /32 ", ACCEPTED AS NORTHEAST C.S.F.B. CO. SURVEYORS RS RECORD OF SURVEY I / 89 158 g337� — `" I CORNER OF SECTION 31 IN LIEU OF 1 " IRON PIPE PER R2. FIELD BOOK PUB PARCEL MAP BOOK i i ° 46 E 6 0 ' I /, 47' 40 •_ — n co 0 C5 DN DOWN S ' SOUTH 1 _�N70 d o I /" ❑2 FOUND 2" IRON PIPE, ACCEPTED AS EAST QUARTER CORNER OF SECTION 31 IN LIEU OF 1" E EAST SEC. SECTION — 1 / o IRON PIPE PER R2. EST. ESTABLISHED SF.N. SEARCHED, FOUND '� — — — ,? r" I �� �3 FOUND 1" IRON PIPE, ACCEPTED AS SE CORNER OF LOT "J" IN LIEU OF 3/4" IRON PIPE lP IRON PIPE NOTHING — — _ _B_A_SI I l M MEASURED U.N.O. UNLESS NOTED _S QIc _ PER R3. MON. MONUMENT OTHERWISE �N78°59'35 49„w _ BEARINGS tel`' I l `”' CORS STATION. P491 ® FOUND 1 " IRON PIPE, TAG ILLEGIBLE, ACCEPTED AS CORNER OF LOT "E" PER R4 & R5 N NORTH W WEST 71, 755' 5683') GRID — — — — _ — _ l 2 152 729.7516 N 5 FOUND 2" IRON PIPE, ACCEPTED AS NW CORNER OF SECTION 31 IN LIEU OF I" IRON PIPE REF. REFERENCE WC WITNESS CORNER CORS STATION. PIN1 — — 6.568.729.5315 E ❑ PER R2. 2, 166, 429.7283 N ELEV. = 4227.2189 (NAVD88) 6,498,293.9424 E © FOUND 2" IRON PIPE, ACCEPTED AS CENTER CORNER OF SECTION 31 PER R2. - ELEV.= 4227.2189 (NAVD88) 0 0 FOUND 1" IRON PIPE, ACCEPTED NW CORNER OF LOT "G" IN LEIU OF 2" PIPE PER R5. w 800 400 0 800 1600 2400 ® FOUND NAIL 1 FOOT EAST OF CORNER, ACCEPTED AS REMAINING 1 FOOT TIE TO CORNER, Q ESTABLISHED POSITION FOR CORNER ON PROLONGATION 1 FOOT WEST, NOTHING SET. U N REFERENCES SCALE: 1 "=800' ( )RI DENOTES RECORD DATA PER MB 5/126 ( )R2 DENOTES RECORD DATA PER RS 16/48-49 ( )R3 DENOTES RECORD DATA PER PUB 39/97 ( )R4 DENOTES RECORD DATA PER PUB 131/83-84 ( )R5 DENOTES RECORD DATA PER PUB 188/3-4 PUBLIC RESOURCE CODE GEODETIC CONTROL DIAGRAM (THIS DIAGRAM PROVIDED FOR COMPLIANCE WITH SECTION 8813.1, 8813.2 AND 8813.3 OF THE PUBLIC RESOURCE CODE) EPOCH 2017.50 COORDINATE INFORMATION POINT NORTHING(CCS83) ID (US SURVEY FT) EASTING(CCS83) (US SURVEY FT) ELEVATION (NAVD88) COMBINED FACTOR CONVERGENCE ANGLE DESCRIPTION OF CONTROL POINT COTD 2,210,180.6416 6,520,050.6729 200.5005 0.99997379 -0-04-30.78 CORS STN - COLLEGE OF THE DESERT PINI 2,166,429.7283 6,498,293.9424 42272189 0.99976860 -0-06-51.77 CORS STN - PINYON 1 P491 2,152,729.7516 6.568.729.5315 124.4042 0.99996214 0-00-45.87 CORS STN - P491 F-11 2,198,469.5664 6,582,488.4572 -52.2230 0.99998223 0-02-15.43 NE CORNER SECTION 31 2 2,195,759.1024 6,58 ,490.7552 -54.9223 0.99998154 0-02-15.43 E114 CORNER SECTION 31 NOTE: SEE SHEET 3 FOR BOUNDARY INFORMATION, LOT DETAILS AND EASEMENTS LEGAL DESCRIPTION - THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF COACHELLA AND DESCRIBED AS FOLLOWS: PARCEL 1: THE EAST 1,040 FEET OF LOT "J" AS PER MAP OF A SUBDIVISION OF SECTION 31, TOWNSHIP 5 SOUTH, RANGE 8 EAST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, RECORDED IN BOOK 5, PAGE 126 OF MAPS, RECORDS OF RIVERSIDE COUNTY. PARCEL 2: THE EAST 1,040 FEET OF LOT "I" AS PER MAP OF A SUBDIVISION OF SECTION 31, TOWNSHIP 5 SOUTH, RANGE 8 EAST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, RECORDED IN BOOK 5, PAGE126 OF MAPS, RECORDS OF RIVERSIDE COUNTY. PARCEL 3: LOTS "I" AND "J" AS PER MAP OF A SUBDIVISION OF SECTION 31, TOWNSHIP 5 SOUTH, RANGE 8 EAST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, RECORDED IN BOOK 5, PAGE 126 OF MAPS, RECORDS OF RIVERSIDE COUNTY, EXCEPT THE EAST 1,040 FEET. a00";l-osa�gs� EXISTING EASEMENT NOTES, EXISTING EASEMENT NOTES [CDN1N THE CITY OF COACHELLA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 3 OF 3 TINtIED 1 3 \ ANY INTERESTS (INCLUDING RIGHTS OF THE PUBLIC) IN AND TO ANY PORTION OF THE AN EASEMENT FOR PIPELINE PURPOSES, AND RIGHTS INCIDENTAL THERETO AS RESERVED IN PAR CEL MAP NOo 3 72 6 6 LAND LYING WITHIN ROADS, STREETS, ALLEYS OR HIGHWAYS. DEED FROM OSCAR WINFRED EHN AND VERA MARIE EHN, HUSBAND AND WIFE, RECORDED 4. COVENANTS, CONDITIONS, AND RESTRICTIONS AS SET FORTH IN AN INSTRUMENT, BUT NOVEMBER 23, 1962 AS INSTRUMENT NO. 107927, AND IN DEED FROM VERAMAY D. LOTS 7' AND 'J' AS PER MAP OF A SUBDMSION OF SECTION 31, TOWNSHIP 5 OMITTING, EXCEPT TO THE EXTENT PERMITTED BY ANY APPLICABLE FEDERAL OR STATE SPENCER, RECORDED DECEMBER 22, 1969 AS INSTRUMENT NO. 129787, BOTH OF OFFICIAL SOUTH, RANGE 8 EAST, SAN BERNARDINO MERIDIAN RECORDED IN BOOK 5, PAGE LAW, COVENANTS OR RESTRICTIONS, IF ANY, BASED ON RACE, COLOR, RELIGION, SEX, RECORDS, WHICH AFFECTS THE WEST 6 FEET OF PARCEL 2. (PLOTTED HEREON) 126 OF MAPS, RECORDS OF RIVERSIDE COUNTY FAMILIAL STATUS, NATIONAL ORIGIN, HANDICAP, SEXUAL ORIENTATION, MARITAL STATUS, AN EASEMENT FOR PIPELINE PURPOSES, AND RIGHTS INCIDENTAL THERETO AS RESERVED IN BENJAMIN DANIEL EGAN, PE, PLS SEPTEMBER 2021 ANCESTRY, SOURCE OF INCOME, DISABILITY, MEDICAL CONDITION, OR OTHER UNLAWFUL 7 DEED RECORDED NOVEMBER 23, 1962 AS INSTRUMENT NO. 107929 OF OFFICIAL RECORDS, BASIS. RECORDED : NOVEMBER 9, 1901 IN BOOK 26, PAGE 127 OF DEEDS WHICH AFFECTS PARCEL 3. ( PLOTTED HEREON) NEW EASEMENT NOTES. - (ITEM IS BLANKET IN NATURE) A AN EASEMENT FOR ROAD PURPOSES OVER THE SOUTH 20 FEET HEREIN DESCRIBED, AS OA DENOTES PRIVATE ACCESS AND PUBLIC / 5 \ AN EASEMENT FOR UTILITIES, AND RIGHTS INCIDENTAL THERETO IN FAVOR OF RESERVED IN DEED FROM OSCAR WINFRED EHN AND VERA MARIE EHN, HUSBAND AND WIFE, UTILITY EASEMENT RESERVED HEREON. NEVADA -CALIFORNIA ELECTRIC CORPORATION, AS SET FORTH IN A DOCUMENT RECORDED AND RIGHTS INCIDENTAL, RECORDED NOVEMBER 23, 1962 AS INSTRUMENT NO. 107931.OF AUGUST 26, 1938 IN BOOK 384, PAGE 401 OF OFFICIAL RECORDS. THE CENTER LINE OF OFFICIAL RECORDS, WHICH AFFECTS PARCEL 1. (PLOTTED HEREON) (5)DENOTES RETENTION BASIN AND STORM DRAIN SAID EASEMENT IS DESCRIBED AS FOLLOWS: 12 FEET EAST OF THE NORTHWEST CORNER OF EASEMENT RESERVED HEREON. LOT "I" AND RUNNING SOUTHERLY, PARALLEL WITH THE WEST LINE OF SAID LOT HEREIN (�) DENOTES 30' PUBLIC UTILITY EASEMENT DESCRIBED. AFFECTS: PARCEL 3 (PLOTTED HEREON) DEDICATED HEREON. N89°57'27"E�2f 8.49'_ (N89°58'40"E 2688.49')R5 - 1294.17' (1294.29')R5 L� onr o N 04 CD N - 0 0 cl 2-1 ESTABLISHED POSITION BY COMPASS RULE PER R5, NOTHING SET (130.00')R4 (N89°42'19"W)R5 (130.06')R5 N89°46'04"W 323.10' F 130.08' 323.40' SEARCHED, FOUND NOTH I NG, p�j� ESTABLISHED POSITION nnfl �g�g� o M � AT RECORD DISTANCE PER R5, SET AS NOTED 6/6\/7 6/-6\A7 in CD - N - - - - - 540.32' N F _ N ` 4 ( 26' 0 o o O 12' f-- C/L IQ 0 5 Cl m r, M co IN wro Lot� �� i CD co 1 11 J o ---- 468.90' -�-- 1�6 6 8 CD 0 PARCEL 5 AREA=4.17± ACRES 6' 6 8 469.31' I) 540.84 - 469.36' - - - - 1394.32' (1394.20' )R5 (1394.02')R2, R3 CTL AVENUE 48- - n�flDa SEARCHED, FOUND NOTHING, Lo ESTABLISHED DISTANCEPERC R3, FOUND 60D `D �r I NAIL, SET MON. AS NOTED N890 58'34"W 1395.98' (1395.62')R2 (1395.62')R3 N 523.23' �O 22' 22' ooj _ I � ( PARCEL 4 rnl � cfl N ( R I T 04 uu l AREA=4.03± ACRES us tp 0 0 4 523.23' - N89°58'44"W 1359.78' - _ - 486.23' N _ ( PARCEL 6 ( _ (� N AREA=4.21± ACRES 00 � v t n , 4422' 22'6') --- - 469.80' -- ---� L -- c- 7tSi_---_o��_ - - o - 541.36' - - - - 1397 60 ESTABLISHED POSITION o Q p° �`��� o N89°49'49"W 1721.00' ' AT RECORD DISTANCE PER '- �nn� 5�� �� (N89 46 04 W 1720.71 )R5 R5, SET AS NOTED U\J�p j I N90000'00"W 2689.19' NOTE: SEE SHEET 2 FOR BOUNDARY CONTROL, GEODETIC CONTROL, SURVEY NOTES AND MONUMENT NOTES i i, ON SCALE: 1"=80' 0 0 0 0 co �o PARCEL 3 AREA=4.09± ACRES 71 N 295.44' Y: - - X10' 123.45' - o _ _O _ -CD 00o o 127.00' I 15' 15' I F 123.51' 37.00' 30' IA ' 30 � PARCEL 1 TCD �I AREA=2.28± ACRES cn w Of I15' -- I 112.00' � 30WNI a�' W30' 82.00Q�-. bi 00 - J I 10' 1301 o Z 295.72' ( C6 O _ 30' 1 _ z r� ry 3J 1 30' 30' 82' ''' ry o I I o . CD I :4:I U PARCEL 2 ( to <c rn I AREA=2.32± ACRES i °o° N co NIS I I I M I o 30' 30' 82.00' 15' 15'7 O © I 30' 1I _ T � 30'1 10' , ® I o Lq 82.00 0 0 486_23'- - - - - - J L -127.00 -� 20 �30 o Q - qa__:�s o¢ - 124_12'a �, N N 523.23' - - "' 296.00' - N - - 'n L4 Pi ' 1397.6075 N 0 7 8 7 8 3 0 z 160 240 o 0 c� O PARCEL 5 AREA=4.17± ACRES 6' 6 8 469.31' I) 540.84 - 469.36' - - - - 1394.32' (1394.20' )R5 (1394.02')R2, R3 CTL AVENUE 48- - n�flDa SEARCHED, FOUND NOTHING, Lo ESTABLISHED DISTANCEPERC R3, FOUND 60D `D �r I NAIL, SET MON. AS NOTED N890 58'34"W 1395.98' (1395.62')R2 (1395.62')R3 N 523.23' �O 22' 22' ooj _ I � ( PARCEL 4 rnl � cfl N ( R I T 04 uu l AREA=4.03± ACRES us tp 0 0 4 523.23' - N89°58'44"W 1359.78' - _ - 486.23' N _ ( PARCEL 6 ( _ (� N AREA=4.21± ACRES 00 � v t n , 4422' 22'6') --- - 469.80' -- ---� L -- c- 7tSi_---_o��_ - - o - 541.36' - - - - 1397 60 ESTABLISHED POSITION o Q p° �`��� o N89°49'49"W 1721.00' ' AT RECORD DISTANCE PER '- �nn� 5�� �� (N89 46 04 W 1720.71 )R5 R5, SET AS NOTED U\J�p j I N90000'00"W 2689.19' NOTE: SEE SHEET 2 FOR BOUNDARY CONTROL, GEODETIC CONTROL, SURVEY NOTES AND MONUMENT NOTES i i, ON SCALE: 1"=80' 0 0 0 0 co �o PARCEL 3 AREA=4.09± ACRES 71 N 295.44' Y: - - X10' 123.45' - o _ _O _ -CD 00o o 127.00' I 15' 15' I F 123.51' 37.00' 30' IA ' 30 � PARCEL 1 TCD �I AREA=2.28± ACRES cn w Of I15' -- I 112.00' � 30WNI a�' W30' 82.00Q�-. bi 00 - J I 10' 1301 o Z 295.72' ( C6 O _ 30' 1 _ z r� ry 3J 1 30' 30' 82' ''' ry o I I o . CD I :4:I U PARCEL 2 ( to <c rn I AREA=2.32± ACRES i °o° N co NIS I I I M I o 30' 30' 82.00' 15' 15'7 O © I 30' 1I _ T � 30'1 10' , ® I o Lq 82.00 0 0 486_23'- - - - - - J L -127.00 -� 20 �30 o Q - qa__:�s o¢ - 124_12'a �, N N 523.23' - - "' 296.00' - N - - 'n L4 Pi ' 1397.6075 N 0 7 8 7 8 3 0 z 160 240 irn ro po ro 2