Loading...
rs152_076IN THE CITY OF CORONA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SUR�I�Y BASIS OF BEARINGS0 : Mt bA51S OF BEARINGS FOR THIS SURVEY IS N 33°35'27" W ALONG THE CENTERLINE OF PROMENADE AVENUE AS SHOWN ON PARCEL MAP NO. 28475, FILED IN BOOK 189, PAGES 60-64 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA. 1 � N S ,o o Imo, N tfJ � A to co ;po* Lo N .N J9. O�9. 09 A* olp F 90eo R �3s�se40.0 2� BEING A SURVEY OF A PORTION OF LOTS 1 AND 8 OF BLOCK 63 OF THE LANDS OF RIVERSIDE LAND AND IRRIGATING COMPANY, AS PER MAP FILED IN BOOK 1, PAGE 72 OF MAPS, SAN BERNARDINO COUNTY RECORDS, AND THAT PORTION OF THE SOUTHWESTERLY ONE-HALF OF TEMESCAL STREET, VACATED BY THE BOARD OF SUPERVISORS OF RIVERSIDE COUNTY, A CERTIFIED COPY OF SAID RESOLUTION WAS RECORDED AUGUST 21, 1957 AS INSTRUMENT NO. 60575, OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PORTION OF SECTION 29, TOWNSHIP 3 SOUTH, RAGE 6 WEST, S.B.M. SENrLEYDRIVE 1� 1 3 JEFFERY L. MAYS, PLS 6379 DATE OF SURVEY: FEBRUARY 2019 JN: 18120 JRN CIVIL ENGINEERS SURVEYOR'S STATEMENT: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF LBA REALTY IN FEBRUARY OF 2019. JEFFERY L. MAYS L.S• N0. 6379 N A 9's �ss� s 44k 9s � RI 03 *&4t rN s� ��9.. V_ �N s , < S6-0 cn Q3j, E � � lC*q � o 00 r rlv,;9 1, s s S S y � N Lo L to • to to co v 44' (o wrr �p (6 0 N Lo r � .rr w w w !� L N • w ro Lo N Z Le w o N o `x? Q N N .� r ob r4.fi N w w N Lo V) z 44' to cf 110. N POLO w ;,o ro Lo tot p Z vt Z rn 4 SCALE.* 1 " = 100' SHEET 1 OF 1 RECORDERTS STATEMENT FILED THIS 025 aryl _ DAY OF, 2019, AT 4'41 P.M.p.M. IN BOORE ORDS OF SURVEY, AT PAGE I L& _, AT THE REQUEST OF THE COUNTY SURVEYOR. No. aol - lSq53 FEE 9,000 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: C111A PVs Lk .DEPUTY COUNTY SURVEYORTS NOTE* - I nt UuuN i r aurcvtrUrt rigs NO T ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. DAVID L. MC ILLAN, COUNTY SURVEYOR P.L.S. 8488 COUNTY SURVEYQRIS STATEM0 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS -DAY OF '�`� !! Lam/ , 2019. DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP. 12-31-20 (439 2�jq ?8, s � 2) -, (45960 (4 dg 99 Y "\ 9 92' R') 5 � PURPOSE OF SURVEY.0 THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY OF THE PROPERTY DESCRIBED WITHIN O 44 � � QAC � DOCUMENT NO. 20016-0451403, OF OFFICIAL RECORDS. .fit► � �{I�► � INST. NO. 94342, O.R. REC. APR 11 1988 allA epap R� J\ POR. LOT 1 10 LLo (If 0 — — —BLOCK 63 — —-O��WO,ryO— —i ao'�i � so'� W POR. LOT 8 p'�tG' +3 � ry �v STRIP OF TEMESCAL I y STREET VACATED 30'I v PER RS 27/16 5 LANDS OF RIVERSIDE LAND � 3� V AND IRRIGATING COMPANY �o M.B. 1/72, S.B. CO. M. 00 RAD AL) 13" E �\1J�O 40� "oW M• � I =MI � J JZ4 634.49' N 56'28'47" E (N 55'46000" E R5) LINE BEARING DISTANCE L1 N 56'28'47" E 66.92' L2 N 33'31'13" W 44.00' L3 N 10'06'15" W35.94' N 10'04'01 "W 35.92' R 1 L4 N 79'55'55" E 20.81' (N79"06'039#E 20.81 ' R2 L5 N 79'55'55" E 47.99' L6 N 10'03'18" W 4.88' N 10'03'57'W 4.88' R2 CURVE DELTA ANGLE RADIUS ARC LENGTH C1 89'55'46" 23.00' 36.10' 701.4l' ----o' (701.69' R5) 9 REF�RENGES: (R1) -PARCEL MAP NO. 27903 PM 187/50-51 (R2) -PARCEL MAP NO. 28475 PM 189/60-64 (R3) -PARCEL MAP NO. 29926 PM 201/67-69 (R4) - RS 27/16 (R5) -DOC# 2016-0451403, O.R. MONUMENT AND ESTABLISHMENT NOTES: (D— SEARCHED, FOUND NOTHING, ESTABLISHED PER TIES PER CR 2004-330, ACCEPTED AS CENTERLINE BC. 2 FOUND LEAD, TACK AND TAG, RCE 21574, IN CONCRETE BRIDGE DECK, PER (R1) 3 FOUND 3" BRASS CAP IN WELL PER (R3), DOWN 0.5' 4 FOUND 3" BRASS CAP IN WELL PER (R3), DOWN 0.5' 5 FOUND 1" IRON PIPE WITH ILLEGIBLE TAG, NO REFERENCE, ACCEPTED AS CENTERLINE INTERSECTION OF CORPORATE TERRACE AND SAMPSON AVENUE PER (R2), DOWN 0.3' IN PAVEMENT. 6 FOUND 2" IRON PIPE WITH ILLEGIBLE TAG, ACCEPTED AS 2" IRON PIPE, RCE 21740 PER (R1), FLUSH 7 SEARCHED, FOUND NOTHING, ESTABLISHED AT RECORD DISTANCE (20.811) FROM POINT 2 PER (R2) 8 FOUND 3" BRASS CAP IN WELL PER (R2), DOWN 0.59, LOCATION DEPICTED EXAGGERATED FOR CLARITY 9 FOUND 2" IRON PIPE WITH 60D NAIL, NO TAG, NO REFERENCE, DOWN 1.01, ACCEPTED AS THE EASTERLY CORNER OF DOCUMENT NO. 2016-0451403, OFFICIAL RECORDS. 10 FOUND 314" IRON PIPE, NO TAG, NO REFERENCE, FLUSH, S 10014156" W 0.611, DID NOT ACCEPT, POSITION ESTABLISHED BY INTERSECTION. 11 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. 12 SEARCHED, FOUND NOTHING, HELD RECORD ANGLE PER (R2). 13 CENTERLINE OF TEMESCAL STREET PER (R4), ESTABLIHSED PARALLEL TO THE WESTERLY LINE OF LOTS 1 AND 8, M.B. 1/72, S.B. CO., (CENTERLINE OF PROMONADAE AVENUE) PER (R4) R I V CO 19-044