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HomeMy WebLinkAboutDeeds & Easements_13-2020E Electronically RECORDING REQUESTED BY Recorded in Official Records County of San Bernardino Municipal Utilities Bob Dutton Engineering Development Assessor Recorder-County Clerk City of Redlands DOC# 2020-0171419 and when recorded mail this deed and,unless otherwise shown below,mail tax statements to 05/22/2020 Titles 1 Pages 6 10 35 AM Rossmore Enterprises SAN Fees $0 00 Taxes $0 00 415 E Hyman Avenue,Suite 401 11113 CA SB2 Fee 0 00 Aspen,CO 81611 Total $0 00 Title Order No Escrow No SPACE ABOVE THIS LINE FOR RECORDER S USE QUITCLAIM DEED N0 FE- CicWr cope.e. 4,10b ASO 27388t The undersigned declares that the documentary transfer tax is A N 0168 031 12 thru 15 $ a 00 E computed on the full value of the interest or property conveyed,or is computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale ['Unincorporated area X City of Redlands and FOR A VALUABLE CONSIDERATION,receipt of which is hereby acknowledged, The City of Redlands,a Municipal Corporation hereby REMISE,RELEASE and FOREVER QUITCLAIM to Rossmore Enterprises,a California Corporation and FJK,LTD,a California Corporation the following described real property in the City of Redlands,County of San Bernardino,State of California Property is described on Exhibit"A"and shown on Exhibit"B"attached hereto and made a part hereof City of Redlands,a Municipal Corporation ATTACH NOTARY ACKNOWLEDGMENT ,,O A #t ':* y Paul W Foster,Mayor ATTEST •�. 4P By eanne Donal e son,City Clerk DOC #2020-0171419 Page 2 of 6 CALIFORNIA ALL-PURPOSE 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 California County of .�Ckirl n(-Q—(itnc) On 1 ICC J before me JJ i C �C� RCCt l�`> �]� �C�vL, Co,\01 Date Here Insert Name and Title of the Officer personally appeared C vk\ V' Cl-4'\ L1)0,' A(Ck SO Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the persor%whose name(S) is/are subscribed to the within instrum t and acknowledged to me that Pre/ /they executed the same in h h'r/their authorized capacit ) and that hi' lhdx/their signatu ( ) on the instrument the persona or the entity upon behalf of which the perso (s)acted executed the instrument I certify under PENALTY OF PERJURY under the .., OIANA RAINS laws of the State of California that the foregoing *: Notary Public California paragraph is true and correct San Bernardino County WITNESS myhand and official seal = t�s,�� Commission�2175775 ' M Comm Ex Tres Dec 16,2020 Signature Li u rt Place Notary Seal and/or Stamp Above L Signature of Notary Public OPTIONAL Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document Description of Attached Document Title or Type of Document Ck\W+CICUaT\ c eC� ��)s,mcnr Document Date Number of Page l r�� (,C Signer(s) Other Than Named Above Capacity(ies) Claimed by Signer(s) Signer's Name Signer's Name ❑ Corporate Officer— Title(s) ❑ Corporate Officer— Title(s) ❑ Partner— ❑ Limited 0 General ❑ Partner— ❑ Limited 0 General ❑ Individual ❑ Attorney in Fact ❑ Individual 0 Attorney in Fact ❑ Trustee ❑ Guardian of Conservator ❑ Trustee ❑ Guardian of Conservator ❑ Other 0 Other Signer is Representing Signer is Representing ©2017 National Notary Association DOC #2020-0171419 Page 3 of 6 EXHIIT'A' LEGAL DESCRIPTION ALL OF RIVERVIEW DRIVE LYING EAST OF THE NORTHERLY PROLONGATION OF THE EAST LINE OF JUDSON STREET AS SHOWN ON TRACT 12083 1, IN THE CITY OF REDLANDS COUNTY OF SAN BERNARDINO,STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 176 OF MAPS, PAGES 63 AND 64 OFFICIAL RECORDS OF SAID COUNTY, MORE PARTICULARY DESCRIBED AS FOLLOWS COMMENCING AT THE CENTERLINE INTERSECTION OF JUDSON STREET(32 00 FEET IN WIDTH EASTERLY)AND RIVERVIEW DRIVE(27 00 FEET IN WIDTH NORTHERLY AND 32 00 FEET IN WIDTH SOUTHERLY)AS SHOWN ON SAID TRACT 12083 1 THENCE ALONG THE CENTERLINE OF SAID RIVERVIEW DRIVE, NORTH 89 52 20' EAST, 32 00 FEET TO A POINT IN THE NORTHERLY PROLONGATION OF THE EAST LINE OF SAID JUDSON STREET,SAID POINT BEING THE POINT OF BEGINNING, THENCE ALONG THE NORTHERLY PROLONGATION OF EAST LINE OF SAID JUDSON STREET NORTH 00°20'52" EAST, 27 00 FEET TO A POINT ON THE NORTH LINE OF SAID RIVERVIEW DRIVE, THENCE ALONG THE NORTH LINE OF SAID RIVERVIEW DRIVE, NORTH 89°52'20" EAST,824 52 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 43 00 FEET THENCE SOUTHEASTERLY ALONG SAID CURVE AND THE NORTHEASTERLY LINE OF SAID RIVERVIEW DRIVE,AN ARC DISTANCE OF 52 93 FEET THROUGH A CENTRAL ANGLE OF 70°31'44", THENCE ALONG THE NORTHERLY LINE OF SAID RIVERVIEW DRIVE ON A RADIAL BEARING OF NORTH 70 24'04" EAST 5 00 FEET TO THE BEGINNING OF A NON TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 48 00 FEET THE INITIAL RADIAL OF WHICH BEARS NORTH 70 24'04" EAST, THENCE SOUTHERLY,SOUTHWESTERLY AND NORTHWESTERLY ALONG SAID CURVE AND THE SOUTHEASTEASTERLY AND SOUTHWESTERLY LINE OF SAID RIVERVIEW DRIVE AN ARC DISTANCE OF 134 26 FEET THROUGH A CENTRAL ANGLE OF 160°15'35"TO A POINT OF REVERSE CURVATURE WITH A CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 39 00 FEET THE INITIAL RADIAL OF WHICH BEARS NORTH 50 39 39' EAST, THENCE NORTHWESTERLY ALONG SAID CURVE AND THE SOUTHERLY LINE OF SAID RIVERVIEW AN ARC DISTANCE OF 34 57 FEET THROUGH A CENTRAL ANGLE OF 50°47'19", THENCE ALONG THE SOUTH LINE OF SAID RIVERVIEW DRIVE SOUTH 89 52'20"WEST,737 77 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 20 00 FEET, THENCE SOUTHWESTERLY ALONG SAID CURVE AND THE SOUTHEASTERLY LINE OF SAID RIVERVIEW DRIVE AND ARC DISTANCE OF 31 25 FEET THROUGH A CENTRAL ANGLE OF 89 31 28 TO A POINT OF CUSP WITH THE EAST LINE OF SAID JUDSON STREET,THE RADIAL TO SAID POINT BEARS NORTH 89°39'08"WEST, THENCE ALONG THE NORTHERLY PROLONGATION OF THE EAST LINE OF SAID JUDSON STREET NORTH 00°20'52" EAST,51 84 FEET TO THE POINT OF BEGINNING EXCEPTING AND RESERVING THEREFROM A PERMANENT EASEMENT AND RIGHT AT ANY TIME AND FROM TIME TO TIME,TO CONSTRUCT, MAINTAIN,OPERATE, REPLACE, REMOVE AND RENEW WATER LINES AND APPURTENANT STRUCTURES IN UPON OVER AND ACROSS THE DESCRIBED REAL PROPERTY DOC #2020-0171419 Page 4 of 6 CONTAINING 53,2069 SF 1 22 A M OjtE OF SS ,9 .AND S,G� PREPARED BY � l�// �/ V+��<v MARKS `F,4. J WHITMER 0 DATE a 5' 1 V 2D2,C -* L S No 5535 'fr Expires 9-3a72 ? �9 CAS-e+ co Ls, U EXHIBIT "B" 0 _ POB SUBJECT PROPERTY � A oq �<R, APN 0168-031-12 a N , N89 52 20 E 824 52 �, N�o CITY OF REDLANDS o) J `, - RIVERVIEW DRIVE-- T S89°52'20"W 737 77' n- -' C4 Nt C3 r 0- AVIATION DRIVE N `�N89 39 08 W(R) ��C�� o F- 94, 'ID( !0 C o °C '9"9 ,s�� �� LOT 4 O Cl) o�O� 0 APN 0168-031-15 ° z 6'cP 2 j IRAC7 NO 12083-'1 ,0 V' cP� A11.8. 178/63 64 LOT 9 o jt' APN 0168-031-20 L J LOT A CURVE TABLE H APN 0168-031-23 NO DELTA RADIUS LENGTH TANGENT E C1 0=70°31 '44" 43 00' 52 93' 30 41 ' s w r C2 0 160°15'35" 48 00' --- 134 26' in C3 0=50°47'19" 39 00 34 57' 18 51' 90 C4 0=89°31 '28" 20 00' 31 25' 19 83' li ' oN D/O� 9,0 9,p 9,0 0z �cP S ti Pi !, 4, !O + !O s �cD 0�6' Off, 0/ l cP 32 ,6, per, p� 00 LEGEND s y e 33 , �� ? POB POINT OF BEGINNING POC POINT OF COMMENCEMENT e PIONEER AVENUE _, S,t ,\.)itir; PREPARED YS ����c ""// '///// JER LINE TABLE g �� u'I��iI�lI�,„; NO BEARING LENGTH N " L.S No.5535 H; "sue'► Hartwick, Inc 8 MARK S. WHITMER L.S. 5535s L1 N89°52'20"E 32 00' SCALE. 1 = 200 cSj �' i4d ' 37 East Olive Ave Ste C L2 NO0°20'52"E 27 00' s y Redlands, CA.92373 DATE. 20 4/rF O� 909.793.2257 L3 N70°24'04"E 5 00' OF CALF L4 N00°20'52"E 51 84 DOC #2020-0171419 Page 6 of 6 HICKS&HARTWICK, INC CLOSURE REPORT DATE 04/10/2020 AT 1 42 PM PROJECT 10047 DESCRIPTION RIVERVIEW DRIVE CREATED BY MSW TRAVERSE OF Lot 1 BEARING DISTANCE NORTHING EASTING STARTING AT 52308 68 52681 00 N 00 20 52 E 27 00 TO 52335 68 52681 16 N 89 52 20 E 824 52 TO 52337 52 53505 68 S 00 07 40 E(R) 43 00' TO 52294 52 53505 77 DELTA=70 3144 RADIUS=43 00' LENGTH =52 93' CHORD=S 54 5148 E 49 65' TANGENT=30 41 N 70 24 04 E(R) 43 00' TO 52308 95 53546 28 N 70 24 04 E 5 00 TO 52310 62 53550 99 S 70 24 04 W(R) 48 00' TO 52294 52 53505 77 DELTA=160 15 35 RADIUS=48 00' LENGTH= 134 26' CHORD=S 60 31 51 W 94 58' TANGENT=275 88' S 50 39 39 W(R) 48 00' TO 52264 09 53468 65 S 50 39 39 W(R) 39 00' TO 52239 37 53438 49 DELTA=50 47 19 RADIUS=39 00' LENGTH =34 57' CHORD=N 64 44 01 W 33 45' TANGENT= 18 51' N 00 07 40 W(R) 39 00' TO 52278 37 53438 40 S 89 52 20 W 737 77 TO 52276 73 52700 63 S 00 07 40 E(R) 20 00' TO 52256 73 52700 68 DELTA=89 3128 RADIUS=20 00' LENGTH =31 25' CHORD=S 45 06 36 W 28 17' TANGENT=19 83' N 89 39 08 W(R) 20 00' TO 52256 85 52680 68 N 00 20 52 E 51 84 TO 52308 69 52680 99 ERROR OF CLOSURE NORTH=0 00332373 EAST=0 00419254 BEARING S 51 35 37 E DISTANCE=0 0054 AREA=53,206 69 SF 1 22 ACRES PERIMETER=1,899 14' PRECISION= 1 354967