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rs147_009IN THE CITY OF DESERT HOT SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY A PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 2 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN. FOMOTOR ENGINEERING JUNE 2014 MONUMENT NOTES INTERSECTION OF VERBENA DR. AND THE S'LY LINE OF THE FLOOD CONTROL CHANNEL INTERSECTION OF VERBENA DR. AND THE S'LY LINE OF THE FLOOD CONTROL CHANNEL PER MB 30/72-79. FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-398. ACCEPTED AS THE 3 INTERSECTION OF VERBENA DR. AND SAN BRUNO RD. 4 FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-398. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND THE E'LY LINE OF THE NE 1/4 COR. SEC. 30. 5 FOUND 3/4" I.P. PER MB 30/72-79. FOUND OPEN DOWN 1.9'. ACCEPTED AS THE NE'LY COR. LOT 967 PER SAID MB 30/72-79. 6 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0146. ACCEPTED AS THE E 1/16 COR. SEC. 30. 7 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0146. ACCEPTED AS THE INTERSECTION OF 8TH ST. AND VERBENA DR. 8 FOUND 1" I.P. OPEN FLUSH. NO REFERENCE. FOUND 19.95' S'LY ALONG THE W'LY BOUNDARY LINE OF PARCEL 1. 9 FOUND 3/4" I.P. TAGGED RE 862JFD UP 0.2'. NO REFERENCE. ACCEPTED AS THE W'LY COMMON COR. PARCEL 1 AND PARCEL 2. 10 FOUND 3/4" I.P. TAGGED RE 9876 PER MB 32/92-93. FOUND DOWN 0.9'. ACCEPTED FOR NORTH AND SOUTH LOCATION ONLY AS THE INTERSECTION OF VERBENA DR AND SAN LORENZO DR. FOUND 0.69' W'LY OF POINT. 11 FOUND 2X2 PER MB 24/20-21. FOUND NO TAG, LEANING 0.15' S'LY OF THE S'LY LINE OF THE N'LY 470.00' OF THE SE 1/4 SEC. 30. ACCEPTED FOR EAST -WEST LOCATION ONLY AS THE N'LY COMMON COR. LOT 5 AND 6 PER SAID MB 24/20-21. 12 FOUND GEAR SPIKE AND TAG RCE 8613 FLUSH. NO REFERENCE. FOUND 0.37' N'LY OF THE S'LY LINE OF THE NORTH 470.00' OF THE SE 1/4 COR. SEC. 30. 13 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH PER CR 14-0150. FOUND 0.48' N'LY OF THE SE COR. OF THE N'LY 470.00' OF THE SE 1/4 SEC. 30 ALONG THE E'LY LINE OF SAID NORTH 470.00'. 14 FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-428. ACCEPTED AS THE SE COR. SEC 30. 15 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. NO REFERENCE. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND TERRACE WAY. 16 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0150. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND VISTA PLACE. 17 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0150. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND VISTA PLACE. 18 FOUND 3/4" I.P. PER MB 24/20-21. FOUND OPEN DOWN 0.11. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND THIRD ST. PURPOSE OF SURVEY TO SURVEY THE BOUNDARY OF PARCEL 1 AND 2 OF INST. 2014-0199663 REC. 05/30/2014. NO REPRESENTATION IS MADE THAT THE BELOW PARCELS ARE IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. E 1/16 COR. SEC. 30 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS �._ DAY OF 2016, AT/�C9f.M. IN BOOK 147 RECORDS OF SURVEY, AT PAGE �_, AT THE REQUEST OF THE COUNTY SURVEYOR. No.Wb X1388$74 FEE t 0. 00 PETER ALDANA, ASSESSOR- OUNTY CLERK -RECORDER BY: DEPUTY NORTH 0 60' 120' 180' 240' SCALE 1 "= 60' N89'58930"E 1320.06' (N89058'30"E 1320.65')R2 (N89*58*30"E 1320.400)R4 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE N'LY LINE OF THE SOUTHEAST QUARTER OF SECTION 30, ALSO KNOWN AS THE CENTERLINE OF 8TH STREET, BEING N89'58'30"E PER MB 30/72-79. SURVEYOR'S NOTES • INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET 1 " I.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. Q INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET GEAR SPIKE AND TAG STAMPED LS 7070 FLUSH. R1 INDICATES RECORD DATA PER MB 32/92-93. R2 INDICATES RECORD DATA PER MB 30/72-79. R3 INDICATES RECORD DATA PER MB 24/20-21. R4 INDICATES RECORD DATA PER MB 20/16. R5 INDICATES RECORD DATA OF PARCEL 1 AND "FORMERLY RECORDED" DATA OF PARCEL 2 PER DEED INST. 2014-0199663 REC. 05/30/2014 R6 INDICATES RECORD DATA OF PARCEL 2 COUNTY SURVEYOR'S NOTE: THE COUNTY SURVEYOR HAS NOT 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 AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCELS. RICHARD G. LANTIS, COUNTY SURVEYOR L.S. 7611 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 LEE & MUNDWILER ARCHITECTS IN JUNE OF 2014. S�R�FI- rn PHILLIP K. FOMOTOR LS NO. 7070 COUNTY SURVEYOR'S STATEMENT PHILLIP K. FOMOTOR No. 7070 s \F OF CPQ-�F� THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS J/ DAY OF _A%6 -*5 L/ -Ir- 2016. G.t�,- .Q O O RICHARD G. LANTI OUNTY SURVEYOR cam. µ0,7611 7D L.S. 7611 �r Fxp• 12-31'16 Q 9� OF GAL�F� 8TH STREET 1114.28 (1115.00')R2 5.78' N'LY LINE OF THE SE 1/4 SEC. 30 19.95 0 ESTABLISHED AS PARALLEL TO THE O w, ^ L J E'LY LINE OF THE NE 1/4 OF THE �' SE 1/4, SEC. 30 PER INST Z 2014-0199663, REC 5/30/2014 `I AND THAT DEED REC. 2/19/1949 IN 0 BOOK 1052, PAGE 476 ALSO AS o REFERENCED BY INST 2004-09317371 REC 11/22/2004 ESTABLISHED AS PARALLEL TO THE N'LY LINE OF THE SE 1/4 SEC 30 AS IMPLIED BY INST 2014-01996639 REC 5/30/2014 1271.810(1271.88')R1 481.52'(480.862)R1 sari BMNO Roar 143.12'(143.06')R1 210.87' (211.66')R1 E'LY LINE OF THE NE 1/4 SEC. 30 � 205.78' (205.65')R2 200.00' (N89*579E 2000)R5 E 1/4 SEC. 30 RE-ESTABLISHED AT BEARING -BEARING INTERSECT OF A PORTION OF THE N'LY LINE OF SE 1/4, SEC 30 (MON 6 AND 7) AND THE E'LY LINE OF THE SE 1/49 SEC 30. (MON 139 140 15, 16, 179 & 18) POSITION FITS THE PRORATION FROM MON. 5 AND THE NORTH -SOUTH LOCATION OF MON. 10 PER MB 32/92-9. PARCEL 1 INST. 2014-0199663 REC. 05/30/2014 0 oC:) o d. w (S89 -57'00"W 200.00')R5 (N89*58'30"E 200.00')M&R6 PARCEL 2 INST. 2014-0199663 REC. 05/30/2014 (S89 -57'00"W 200.00')R5 (S89 -58'30"W 200.009)M&R6 V � ) o6 LO LO o6 LO NE COR. SEC. 30 to 0 O � o M C�g w �° A �J o 0 LO moll N i0 w 0 �s M v 4 o w 0 0 w �Iw- N LO to En co N 0 0 w O Z LO to N 0 to w LO o � � N Z rn 'n w W C:) 1 �./ 0 / 0IrIIII o � w w p 10 o LO r. © V rn W. ... V) 0 °v' %_.00 . O -00 o I rn 535.58'(535.99')R3 TERRACE WAY 361.78(361.57')R3 Q%S(MNT DFM 16 E'LY LINE OF 360.820(360.79')R3 THE SE 1/4 17] SEC. 30 VITA PLACE 360.26'(360.47')R3 565.50'(565.32')R3 PIERSON BOULEVARD SE COR, SEC. 30 RIVCO 14-088 FOUND 3/4" I.P. OPEN UP 0.1f PER CR 06-0111. ACCEPTED AS THE NE COR. SEC. 30. FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-388. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND THE S'LY LINE OF THE FLOOD CONTROL CHANNEL INTERSECTION OF VERBENA DR. AND THE S'LY LINE OF THE FLOOD CONTROL CHANNEL PER MB 30/72-79. FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-398. ACCEPTED AS THE 3 INTERSECTION OF VERBENA DR. AND SAN BRUNO RD. 4 FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-398. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND THE E'LY LINE OF THE NE 1/4 COR. SEC. 30. 5 FOUND 3/4" I.P. PER MB 30/72-79. FOUND OPEN DOWN 1.9'. ACCEPTED AS THE NE'LY COR. LOT 967 PER SAID MB 30/72-79. 6 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0146. ACCEPTED AS THE E 1/16 COR. SEC. 30. 7 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0146. ACCEPTED AS THE INTERSECTION OF 8TH ST. AND VERBENA DR. 8 FOUND 1" I.P. OPEN FLUSH. NO REFERENCE. FOUND 19.95' S'LY ALONG THE W'LY BOUNDARY LINE OF PARCEL 1. 9 FOUND 3/4" I.P. TAGGED RE 862JFD UP 0.2'. NO REFERENCE. ACCEPTED AS THE W'LY COMMON COR. PARCEL 1 AND PARCEL 2. 10 FOUND 3/4" I.P. TAGGED RE 9876 PER MB 32/92-93. FOUND DOWN 0.9'. ACCEPTED FOR NORTH AND SOUTH LOCATION ONLY AS THE INTERSECTION OF VERBENA DR AND SAN LORENZO DR. FOUND 0.69' W'LY OF POINT. 11 FOUND 2X2 PER MB 24/20-21. FOUND NO TAG, LEANING 0.15' S'LY OF THE S'LY LINE OF THE N'LY 470.00' OF THE SE 1/4 SEC. 30. ACCEPTED FOR EAST -WEST LOCATION ONLY AS THE N'LY COMMON COR. LOT 5 AND 6 PER SAID MB 24/20-21. 12 FOUND GEAR SPIKE AND TAG RCE 8613 FLUSH. NO REFERENCE. FOUND 0.37' N'LY OF THE S'LY LINE OF THE NORTH 470.00' OF THE SE 1/4 COR. SEC. 30. 13 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH PER CR 14-0150. FOUND 0.48' N'LY OF THE SE COR. OF THE N'LY 470.00' OF THE SE 1/4 SEC. 30 ALONG THE E'LY LINE OF SAID NORTH 470.00'. 14 FOUND GEAR SPIKE AND TAG LS 7564 FLUSH. PER CR 10-428. ACCEPTED AS THE SE COR. SEC 30. 15 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. NO REFERENCE. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND TERRACE WAY. 16 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0150. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND VISTA PLACE. 17 FOUND GEAR SPIKE AND TAG LS 8756 FLUSH. PER CR 14-0150. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND VISTA PLACE. 18 FOUND 3/4" I.P. PER MB 24/20-21. FOUND OPEN DOWN 0.11. ACCEPTED AS THE INTERSECTION OF VERBENA DR. AND THIRD ST. PURPOSE OF SURVEY TO SURVEY THE BOUNDARY OF PARCEL 1 AND 2 OF INST. 2014-0199663 REC. 05/30/2014. NO REPRESENTATION IS MADE THAT THE BELOW PARCELS ARE IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. E 1/16 COR. SEC. 30 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS �._ DAY OF 2016, AT/�C9f.M. IN BOOK 147 RECORDS OF SURVEY, AT PAGE �_, AT THE REQUEST OF THE COUNTY SURVEYOR. No.Wb X1388$74 FEE t 0. 00 PETER ALDANA, ASSESSOR- OUNTY CLERK -RECORDER BY: DEPUTY NORTH 0 60' 120' 180' 240' SCALE 1 "= 60' N89'58930"E 1320.06' (N89058'30"E 1320.65')R2 (N89*58*30"E 1320.400)R4 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE N'LY LINE OF THE SOUTHEAST QUARTER OF SECTION 30, ALSO KNOWN AS THE CENTERLINE OF 8TH STREET, BEING N89'58'30"E PER MB 30/72-79. SURVEYOR'S NOTES • INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET 1 " I.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. Q INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET GEAR SPIKE AND TAG STAMPED LS 7070 FLUSH. R1 INDICATES RECORD DATA PER MB 32/92-93. R2 INDICATES RECORD DATA PER MB 30/72-79. R3 INDICATES RECORD DATA PER MB 24/20-21. R4 INDICATES RECORD DATA PER MB 20/16. R5 INDICATES RECORD DATA OF PARCEL 1 AND "FORMERLY RECORDED" DATA OF PARCEL 2 PER DEED INST. 2014-0199663 REC. 05/30/2014 R6 INDICATES RECORD DATA OF PARCEL 2 COUNTY SURVEYOR'S NOTE: THE COUNTY SURVEYOR HAS NOT 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 AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCELS SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCELS. RICHARD G. LANTIS, COUNTY SURVEYOR L.S. 7611 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 LEE & MUNDWILER ARCHITECTS IN JUNE OF 2014. S�R�FI- rn PHILLIP K. FOMOTOR LS NO. 7070 COUNTY SURVEYOR'S STATEMENT PHILLIP K. FOMOTOR No. 7070 s \F OF CPQ-�F� THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS J/ DAY OF _A%6 -*5 L/ -Ir- 2016. G.t�,- .Q O O RICHARD G. LANTI OUNTY SURVEYOR cam. µ0,7611 7D L.S. 7611 �r Fxp• 12-31'16 Q 9� OF GAL�F� 8TH STREET 1114.28 (1115.00')R2 5.78' N'LY LINE OF THE SE 1/4 SEC. 30 19.95 0 ESTABLISHED AS PARALLEL TO THE O w, ^ L J E'LY LINE OF THE NE 1/4 OF THE �' SE 1/4, SEC. 30 PER INST Z 2014-0199663, REC 5/30/2014 `I AND THAT DEED REC. 2/19/1949 IN 0 BOOK 1052, PAGE 476 ALSO AS o REFERENCED BY INST 2004-09317371 REC 11/22/2004 ESTABLISHED AS PARALLEL TO THE N'LY LINE OF THE SE 1/4 SEC 30 AS IMPLIED BY INST 2014-01996639 REC 5/30/2014 1271.810(1271.88')R1 481.52'(480.862)R1 sari BMNO Roar 143.12'(143.06')R1 210.87' (211.66')R1 E'LY LINE OF THE NE 1/4 SEC. 30 � 205.78' (205.65')R2 200.00' (N89*579E 2000)R5 E 1/4 SEC. 30 RE-ESTABLISHED AT BEARING -BEARING INTERSECT OF A PORTION OF THE N'LY LINE OF SE 1/4, SEC 30 (MON 6 AND 7) AND THE E'LY LINE OF THE SE 1/49 SEC 30. (MON 139 140 15, 16, 179 & 18) POSITION FITS THE PRORATION FROM MON. 5 AND THE NORTH -SOUTH LOCATION OF MON. 10 PER MB 32/92-9. PARCEL 1 INST. 2014-0199663 REC. 05/30/2014 0 oC:) o d. w (S89 -57'00"W 200.00')R5 (N89*58'30"E 200.00')M&R6 PARCEL 2 INST. 2014-0199663 REC. 05/30/2014 (S89 -57'00"W 200.00')R5 (S89 -58'30"W 200.009)M&R6 V � ) o6 LO LO o6 LO NE COR. SEC. 30 to 0 O � o M C�g w �° A �J o 0 LO moll N i0 w 0 �s M v 4 o w 0 0 w �Iw- N LO to En co N 0 0 w O Z LO to N 0 to w LO o � � N Z rn 'n w W C:) 1 �./ 0 / 0IrIIII o � w w p 10 o LO r. © V rn W. ... V) 0 °v' %_.00 . O -00 o I rn 535.58'(535.99')R3 TERRACE WAY 361.78(361.57')R3 Q%S(MNT DFM 16 E'LY LINE OF 360.820(360.79')R3 THE SE 1/4 17] SEC. 30 VITA PLACE 360.26'(360.47')R3 565.50'(565.32')R3 PIERSON BOULEVARD SE COR, SEC. 30 RIVCO 14-088