Loading...
rs153_080IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD 10F SURVEY BEING A BOUNDARY SURVEY OF PARCEL 3 AS SHOWN BY MAP ON FILE IN BOOK 34, PAGE 7 OF RECORD OF SURVEYS, i RECORDS OF RIVERSIDE COUNTY CALIFORNIA i LYING IN SECTION 28, TOWNSHIP 5 SOUTH, RANGE 7 EAST S.B.B. AND M. COMPASS CONSULTING INCORPORATED DECEMBER 2018 / / I-_001 M.B. 301 / 24-28 � r aoao_aoss4s6 Sheet 1 of 1 Sheet RECORDER'S STATEMENT L_._j L_ Graphic Scale Filed this _�' Day of tia", Ad 92020 30 0 15 30 60 120 at _nn Book 1!5.3 of Record of Surveys, at Page J�0_ at the request of the County Surveyor. (IN FEET ) 1 inch= 30 ft. PURPOSE OF SURVEY The purpose of this field survey is to monument � N 89056'41/E 2631.50' (R4)(R5)(R7)Ir the boundaries of that certain parcel as described in N 89055'21" E 2631.24'(R3) N 89055'40" E 2631.57'(R6) / 6Q Instrument No. 1991-000063 Riverside County records. Westward Ho Drive 0 //N 89055121" E (R2) N 89055'21" E 2631.04 (R1) N 89°55'21" E 2632.09' 129.07' (R6)128.98' (m) O 84.32'(m) 79.21'(R6) � \ �aJ � 1102.73'(m) 1102.13' (R1)(R3) 1107.59'(R6) O KnA1316.04'(m) 213.3 1' (m) 213.39' (R1)(R2), 206.50' (R3) 699.79'(m)(R1)(R2) 402.86' (m) 402.34' (R1)(R2) 1315.52' (R1) w 1316.04'(m) � 1322.61' (R3) 0 1315.52' (Rl) � 1315.68' (R6) t 1315.89' (R6) / � � 46 th Avenue 1 1/4" iron pipe per Rl 1" iron pipe per(R6),6x6 er(R3)s.fn.f.PPP � ) P�P P P — — — — — — 1/16 corner established by single proportion (� I M.B. 41 / 55 � "A*� Lot 12 , CD � irarcei .5 .c�'`�~ /,�� M.B. 196 / 78 M.B. 196 / 78 1 v . R.S. 34 / 7 ed ,,�c� o ��pl•�' �� ,��� / / 30.00' (R4)---� ,Q5 Lot 13 0 � �� ~~ �ro�M.B. 196 78 � lbw�'�° ���� ��� �`�� �' LINE TABLE Ll N 00010'49" W 405.18'(m) N 00009'12" W 403.98' (R1) i soo CURVE. TAB -LE O / No. Delta Arc Radius Arc Length 1 Cl, 01'19'43" (m) 9000.00' (m) 208.35' (m) 01019143" Rl R2 9000.00' R1 R2 208.70' Rl R2 / o� o • o� ,N MONUMENT NOTES A Found and accepted 1" iron pipe with nail in center and (2) 2' reference nails (not of record) as Northwest corner of section 28 °O / B Found and accepted 2" brass cap stamped L.S. 4664 at road surface (not of record) as north quarter corner of section 28 p / C Found and accepted 3/4" iron pipe R.C.E. 6284 per R.S. 34 / 7 as point of curve on storm water channel boundary p p p p p / D Found and accepted bent 3/4 iron pipe R.C.E. 6284 per R.S. 34 / 7 as a point on the easterly storm water channel boundary / E Found and accepted nail and brass tag in block wall as the northwest corner of Lot 43 per (R7) unreadable info (not of record) r O F Found and accepted 1/2 " brass rod copperweld with 1 1/4" brass disk stamped R.C.E. 13191 per (R6) as centerline intersection of Westward Ho Drive and Meadow Lake Drive, No.00 �o �D -0055 �i Sly Fee M4) wwI Peter Aldana, Assessor -County Clerk- Recorder 4— By: ,DEPUTY SURVEYOR'S NOTES -- I Denotes bounda of sub'ect arc 1 0 • 0 ry J p e -- Denotes centerline of roads as described Denotes right of way lines Denotes set flush 5/8" rebar tagged P.L.S. 8621 Denotes found monument as noted Calulated point nothing found or set per this survey R1 Denotes record data per R.S. 34 / 7. R2 Denotes record data per Document No. 101130 recorded November 1, 1962 R.C.R. R3 Denotes record data per M.B. 41 / 55. R4 Denotes record data per M.B. 196 / 78-81. RS Denotes record data per M.B. 227 / 32-33. R6 Denotes record data per M.B. 301 / 24-28. R7 Denotes record data per M.B. 227 / 34-35. BASIS OF BEARINGS The Basis of Bearings for this survey is the North line of the Northwest Quarter of Section 28 as shown on that certain map per R.S. 34 / 7, taken as N 89°55'21" W. 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 Surveyor's Act at the request of Kelly Meissner in October 2018. _ & AO A^ Daniel E. Hoagland, PLS 8621 Registration Expires 12 / 31 / 2021 lk 10 �.► Date 'k sj. No. 8621 �P 9TF OFCAL\F� COUNTY SURVEYOR STATEMENT This map has been examined in accordance with section 8766 of the Professional Land Surveyor's Act This 3 Day of 2020. O � ANfl n David L. McMillan, County Surveyor w�' �-�� ��► `� Professional Land Surveyor No. 8488 r Registration Expires 12 / 31 / 2020' g p No, 8488 tp EXP. 12-31-4-, RIV, CO. 18-173 44.00' (R3) z I I 0,o� I o�� CD N 0 C' o 0 0 00 0 o ,_" N � _ w w N w �o v, • / ed ,,�c� o ��pl•�' �� ,��� / / 30.00' (R4)---� ,Q5 Lot 13 0 � �� ~~ �ro�M.B. 196 78 � lbw�'�° ���� ��� �`�� �' LINE TABLE Ll N 00010'49" W 405.18'(m) N 00009'12" W 403.98' (R1) i soo CURVE. TAB -LE O / No. Delta Arc Radius Arc Length 1 Cl, 01'19'43" (m) 9000.00' (m) 208.35' (m) 01019143" Rl R2 9000.00' R1 R2 208.70' Rl R2 / o� o • o� ,N MONUMENT NOTES A Found and accepted 1" iron pipe with nail in center and (2) 2' reference nails (not of record) as Northwest corner of section 28 °O / B Found and accepted 2" brass cap stamped L.S. 4664 at road surface (not of record) as north quarter corner of section 28 p / C Found and accepted 3/4" iron pipe R.C.E. 6284 per R.S. 34 / 7 as point of curve on storm water channel boundary p p p p p / D Found and accepted bent 3/4 iron pipe R.C.E. 6284 per R.S. 34 / 7 as a point on the easterly storm water channel boundary / E Found and accepted nail and brass tag in block wall as the northwest corner of Lot 43 per (R7) unreadable info (not of record) r O F Found and accepted 1/2 " brass rod copperweld with 1 1/4" brass disk stamped R.C.E. 13191 per (R6) as centerline intersection of Westward Ho Drive and Meadow Lake Drive, No.00 �o �D -0055 �i Sly Fee M4) wwI Peter Aldana, Assessor -County Clerk- Recorder 4— By: ,DEPUTY SURVEYOR'S NOTES -- I Denotes bounda of sub'ect arc 1 0 • 0 ry J p e -- Denotes centerline of roads as described Denotes right of way lines Denotes set flush 5/8" rebar tagged P.L.S. 8621 Denotes found monument as noted Calulated point nothing found or set per this survey R1 Denotes record data per R.S. 34 / 7. R2 Denotes record data per Document No. 101130 recorded November 1, 1962 R.C.R. R3 Denotes record data per M.B. 41 / 55. R4 Denotes record data per M.B. 196 / 78-81. RS Denotes record data per M.B. 227 / 32-33. R6 Denotes record data per M.B. 301 / 24-28. R7 Denotes record data per M.B. 227 / 34-35. BASIS OF BEARINGS The Basis of Bearings for this survey is the North line of the Northwest Quarter of Section 28 as shown on that certain map per R.S. 34 / 7, taken as N 89°55'21" W. 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 Surveyor's Act at the request of Kelly Meissner in October 2018. _ & AO A^ Daniel E. Hoagland, PLS 8621 Registration Expires 12 / 31 / 2021 lk 10 �.► Date 'k sj. No. 8621 �P 9TF OFCAL\F� COUNTY SURVEYOR STATEMENT This map has been examined in accordance with section 8766 of the Professional Land Surveyor's Act This 3 Day of 2020. O � ANfl n David L. McMillan, County Surveyor w�' �-�� ��► `� Professional Land Surveyor No. 8488 r Registration Expires 12 / 31 / 2020' g p No, 8488 tp EXP. 12-31-4-, RIV, CO. 18-173