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LLA 2020-0012 Parcel A - Griffin RanchRecording Requested by: Order No. lennar Title, Inc. Escrow 1Z3 c0()5 Loan No.. WHEN RECORDED MAIL TO: City of La Quinta Public Works 78495 Calle Tampico La Quinta, CA 92253 COPY TO: John M. Hart Address: 81715 Macbeth Street La Quinta, CA 92253 DOC # 2021-0186469 03/24/2021 03:13 PM Fees: $117.00 Page 1 of 7 Recorded in Official Records County of Riverside Peter Aldana Assessor -County Clerk -Recorder "This document was electronically submitted to the County of Riverside for recording" Receipted by: NORMA #248 DOCUMENTARY TRANSFER TAX $0.00................................... SPACE AB - E:THISLINE FOR RECORDER'S USE .....Computed on the consideration or value of property conveyed; OR // .....Computed on the consideration or value less liens or encumbrances L remaining at time of sale. sign ure of Declarant or Agentdtermining tax — Firm Name APN(S): 780-140-067 GRANT DEED The consideration or value of the property, exclusive of any liens and encumbrances LLA 2020-0012 is $100.90 or less and there is no additional consideration received by the grantor, FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, as par R&T Code Section 11911. Griffin Ranch Homeowners Association, a California nonprofit mutual benefit corporation hereby GRANT(s) to JOHN M. HART, as Trustee of THE JOHN M. HART 2010 TRUST, U/A dated December 3, 2010 the real property in the City of La Quinta, County of Riverside, State of California, described as Parcel "A" as described and shown on Exhibits "A" and "B" attached hereto and by reference made a part hereof Being Lot 142 of Tract Map No. 32879, as shown by map on file in Book 399 of Maps, at Pages 3 through 20, inclusive, Riverside County records, together with that portion of land in Parcel "D" as described in Document No. 2020-0627714, recorded December 10, 2020, previously shown as Lot "AU" of Tract Map No. 32879, as shown by map on file in Book 399 of Maps, at Pages 3 through 20, inclusive, Riverside County records, which is overlaid by the reconfigured shapes of Parcel "A" pursuant to LLA 2020-0012, approved by the City of La Quinta. NOTE: This grant deed perfects the intent of Lot Line Adjustment 2020-0012 as approved by the City of La Quinta. APPROVED BY CITY OF LKQUINTA Griffin Ranch Homeowners Association ///Vz—�_� By: Bry, McKinney, P.E., City Engineer Geoffrey Smith RCE 49418, Exp. 9-30-2022 ITS: Authorized Signatory Dated: �Qyt,vgvy i3 , Zo2t MAIL TAX STATEMENTS TO: John M. Hart DOC #2021-0186469 Page 2 of 7 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 County of Riverside On JANUARY 27, 2021 before me, NICHOLE ROMANE , Notary Public, personally appeared BRYAN MCKINNEY who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and acknowledged to 'me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY underthe laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature emComm. NICHOLE ROMANE Notary public - California _Riverside County Commission 1t 2312710 Expires Nov 16, 2023 (seal) DOCUMENT: GRANT DEED LOT LINE ADJUSTMENT 2020-0012 re: APN 780-140-067 - owner(s): GRIFFIN RANCH HOMEOWNERS ASSOCIATION DOC #2021-0186469 Page 3 of 7 California All -Purpose Certificate of Acknowledgment CIVIL CODE 1189 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 rnia ) County o) o�I---- -a,&, _A WW before me, personally appeared 111%0 who proved to me on the basis of satisfactory evidence to be the person) whose name is/a�i subscribed to the within instrument and acknowledged to me that he/sl' /tn executed the same in his/hlby/their authorized capacity *, and that by his/t*/tNr signatures) on the instrument the person), or the entity upon behalf of which the persony 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 and official seal. Signature S�&JW BETH BRULEY Notary Public - California Riverside County Commission li 2247751 My Comm. Expires Jul 24, 2022 (Seal) DOC #2021-0186469 Page 4 of 7 EXHIBIT "A" LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO. 2020-0012 PARCEL "A": IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOT 142, OF TRACT MAP NO. 32879, AS SHOWN BY MAP ON FILE IN BOOK 399, AT PAGES 3 THROUGH 20, INCLUSIVE, OF MAPS, RIVERSIDE COUNTY RECORDS, TOGETHER WITH THAT PORTION OF LOT "AU" OF SAID TRACT MAP NO. 32879, SHOWN AS PARCEL "D" OF LOT LINE ADJUSTMENT NO. 2020-0011, RECORDED 12/10/2020, AS DOCUMENT NO.2020-0627714, OF RIVERSIDE COUNTY RECORDS, LOCATED IN SECTION 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS A WHOLE AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 142; THENCE SOUTH 02003'12" EAST, ALONG THE EASTERLY LINE OF SAID LOT 142 AND THE PROLONGATION THEREOF, A DISTANCE OF 120.01 FEET TO A LINE PARALLEL WITH AND 5.00 FEET SOUTHERLY OF THE SOUTHERLY LINE OF SAID LOT 142; THENCE NORTH 87047'15" WEST, ALONG SAID PARALLEL LINE A DISTANCE OF 0.19 FEET; THENCE CONTINUING ALONG SAID PARALLEL LINE SOUTH 87056'48" WEST, A DISTANCE OF 57.29 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1040.50 FEET, SAID CURVE BEING CONCENTRIC WITH AND 5.00 FEET SOUTHERLY OF THE SOUTHERLY LINE OF SAID LOT 142; THENCE ALONG SAID CONCENTRIC LINE WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02017-54", AN ARC DISTANCE OF 41.74 FEET TO THE PROLONGATION OF THE WESTERLY LINE OF SAID LOT 142; THENCE NORTH 00014'42" EAST, ALONG SAID PROLONGATION AND SAID WESTERLY LINE A DISTANCE OF 120.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 142, AND THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 920.50 FEET, A RADIAL LINE TO SAID POINT BEARS SOUTH 00014'42" WEST; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 142 AND EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 02017-54", AN ARC DISTANCE OF 36.92 FEET; 1 OF 2 DOC #2021-0186469 Page 5 of 7 EXHIBIT "A" LEGAL DESCRIPTION LOT LINE ADJUSTMENT NO.2020-0012 THENCE CONTINUING ALONG SAID NORTHERLY LINE NORTH 87056'48" EAST, A DISTANCE OF 57.48 FEET, TO THE POINT OF BEGINNING; SUBJECT TO EXISTING EASEMENTS, COVENANTS, RIGHTS AND RIGHTS -OF - WAY OF RECORD. CONTAINING 11,617 SQUARE FEET OR 0.267 ACRES MORE OR LESS. AS DEPICTED ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED BY OR UNDER THE DIRECTION OF: CHARLES R. HARRIS P.L.S. 4989 DATED: IZ /7 Zozo 20F2 /`ONp,I LA40 S\ CHARLES R. HARRIS No. 4989 1 OF DOC #2021-0186469 Page 6 of 7 137 138 157 W 158 W Z 159 W 160 F=- EXHIBIT "B" SHEET 1 OF 2 135 134 1133 132 131 I MACBETH STREET I / LLA 2020-0011 139 140 I PAR. 'A' PAR. 'B' PAR. 'C' I I141 142 143 144 I SEE SHEET 2 - - - - � - I �A PAR. 'D' LOT "AU" LLA 2018-0004 �� /�'O 154 153 152 a J cc O 163 164 151 M V o J 0 o B °0 145 150 N Z 162 165 ccg Q U 149 146 o° 161 166 CST 147 148 THU DER GULCH WAY 173 172 171 170 169 168 167 LOT "AV" LEGEND EXISTING LOT LINE TO BE ADJUSTED — — — — EXISTING LOT LINE TO REMAIN NEW ADJUSTED LOT LINE 0150' 300' (-) INDICATES RECORD DATA PER MB 399/3-20, AND LLA NO. 2013-533. SCALE 1 "=150' LOT LINE ADJUSTMENT NO. 2020-0012 NP` LAND s G 9 IDMSA CONSULTING, INC. o� CWUS R. ► AMIS 4 PLANNING ■ CIVIL ENGINEERING PREPARED BY: a LAND SURVEYING No' 4989 C ARLES R. HARRIS OF CAS-�FO�� J.N. 1721 P.L.S. 4989 DOC #2021-0186469 Page 7 of 7 EXHIBIT "B" SHEET 2 OF 2 TRACT MAP NO. 32879 co MB 399/3-20 131 I Z w 133 / — 132 — — — — — — — _ WIcc LO MACBETH STREET a N — � in N'LY LINE (PRIVATE STREET) C5 �— N C2 N 87'56'48" E 129.98' C4 ( ) L4 (L2) r (C6 (C3) (57_48') (72.51_) (3=6,) w� — / — P.O.B. PAR. "A" 10' PUE PER P.O.B. `V NE COR. 142 - MB 399/3-20 0 - PAR. "C" E'LY LINE '� o o PAR. "B NW COR. LOT 143 r�i N NE COR. LOT 144 �D M OW 0-- PARCEL •A• o PARCEL •B• PARCEL •C• N z M 11,617 SQ. FT. 1 1 SQ. FT. o 00 � 12,212 SQ. FT. 141 w ,721 142 "' 143 rn N 144 N iv APN 780-1 ^ N " APN 780-140-067 APN 780-140-068 M 94C99069 Q - o w'LY LINE o 0 o LLA NO. 2013-533 o Q N 0 o LOT LINE TO BE z� S'LY LINE z LOT LINE TO BE z I z ADJUSTED 0 1 \ (C7)5 1 �.26�7' 15" W ADJUSTED 190.52') Z J — (95.2C) C1 L1 \ 95.26 95., P.O.B. N 87'47'15" W 190.71' PAR. D 3 `n Exc. PARCEL •D• i�- NEW ADJUSTED 0 00 LOT LINE ® o o ,ri s 4.194 AC. PAR, A N N- - PAR• B APN 767-480-034 0 I 1 �5.01' in �n z LOT LINE TO BE 0' 50' 100' 5.01' ADJUSTED 0_19' 95.26' SCALE 1 "=50' f— L1 190.71' —s NEW ADJUSTED N 87"47'15" W LOT LINE LINE DATA NO. BEARING LENGTH L1 N 87'56'48" E 57.29' L2 N 81'48'59" W 41.04' L3 N 15' 15'58" W 9.29' L4 N 87'56'48" E 42.87' L5 N 87'56'48" E 57.48' MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING LAND SURVEYING N.N. 1 CURVE DATA NO. DELTA RADIUS LENGTH Cl 02' 17'54" 1040.50' 41.74' C2 1 1'56' 16" 920.50' 191.79' C3 02' 17'54" 920.50' 36.92' C4 1 O' 14' 13" 109.50' 19.56' C5 08' 15'07" 320.50' 46.16' C6 03*01'16" 320.50' 16.90' C7 02' 17'54" 1035.50' 41.54' PREPAREDIBY: CHARLES R. P. L.S. 4989 \�Np,L LAND G CHMU S R. FWRRIS Of No. 4989 Z /7 � �qT� of C�\�oP�Q' S MSA CONSULTING, INC. PLANNING ■ CIVIL ENGINEERING LAND SURVEYING N.N. 1 CURVE DATA NO. DELTA RADIUS LENGTH Cl 02' 17'54" 1040.50' 41.74' C2 1 1'56' 16" 920.50' 191.79' C3 02' 17'54" 920.50' 36.92' C4 1 O' 14' 13" 109.50' 19.56' C5 08' 15'07" 320.50' 46.16' C6 03*01'16" 320.50' 16.90' C7 02' 17'54" 1035.50' 41.54' PREPAREDIBY: CHARLES R. P. L.S. 4989 \�Np,L LAND G CHMU S R. FWRRIS Of No. 4989 Z /7 � �qT� of C�\�oP�Q' S PREPAREDIBY: CHARLES R. P. L.S. 4989 \�Np,L LAND G CHMU S R. FWRRIS Of No. 4989 Z /7 � �qT� of C�\�oP�Q' S