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rs146_087-0871) NORTH 0 100' 200' 300' 400' SCALE 1 "=100' SURVEYOR'S NOTES • INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. SET 1" I.Q. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. R1 INDICATES RECORD DATA PER RS 130/70-73. R2 INDICATES RECORD DATA PER INSTR. 2013-0565524 REC. 12/04/2013. R3 INDICATES RECORD DATA PER PARCEL MAP 16175 PMB 96/37-38. R4 INDICATES RECORD DATA PER INST. 62799, REC. 5/28/1965 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED CENTERLINE OF EAST PALM CANYON DRIVE BEING N72'46'34"W PER RS 130/70-73. PROPOSE OF SURVEY TO ESTABLISH THE COMBINED EXTERIOR BOUNDARY OF PARCELS 1 AND 2 OF PER INST. 2013-0565524, REC. 12/4/2013. NO'09947"E 41 (NOU031271"W 41.E TRACT 4612 M B73/88 NO'09'47"E 113.64' (NOO-04#49"E 113.919)R1 C ua SEC. 30 658.43' (658.55)R1 T.P.0.1 (PARCEL IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF A PORTION OF THE NORTH 1/2 OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN. FOMOTOR ENGINEERING JULY 2014 MONUMENT NOTES V\�N0'06' 18"E 0.72' N'LY LINE OF (NO -07#40"W 0.61')R2 44' THE SE 1/4 >7 SEC. 30 Q w N W N le - w 44• o Q ' ui 0a: coo Z W ��' o .�: w • M 10f-- 0 01) �-y ro N z LO �., " w w Lo .-- 00 f co� ro r. c0 cn o N89'38'01 "W 357.32' 0) 0 S89'51'42"E 357.32' R2 ( coo p ( ) w HELD RECORD © w i� 00 ANGLE PER R2 I o co to 'nW'LY LINE OF o o > ! o w THE SE 1/4 Q SEC. 30 CDw o NZ I LO z W ( co � cl I + w 00 w w 0 p ( w c0 M p L I o I to, IZ I I S'LY LINE OF THE T.P.O.B. I N1/21 N1/2, SE (PARCEL 1 44' 44' 1/4 SEC. 30 EXCEPTION)I I 6 ' v v.aa kV I a.vJ jrtc P.O.B. (PARCEL 1) P.O.B. (PARCEL 1 EXCEPTION) 9 o -Ws uea mac. 30 N'LY RIGHT OF WAY OF EAST PALM CANYON DRIVE S. 368.92' (369.62')R2 324.92' CURB AND GUTTER (NP.) A DISCREPANCY EXIST BETWEEN THE PARCEL 1 BOUNDARY LINE AND THE CENTERLINE OF HWY 111. SHOWN HEREON IS THE INTERPRETED INTENT OF (369.62')R2 COURSE TO THE CENTERLINE OF HWY 111 PARCEL 1 INST. 2073-0565524 REC. 12/04/2013 N89'54'08"W 1974.02' (N89053'39"W)Rl, (N89"52'20'9E)R2 ao Lp %* bL33Z q9 HEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS DAY OF_�_ &.A I2016, AT I.a%pM. IN BOOK 19t, - RECORDS OF SURVEY, AT PAGE � AT THE REQUEST OF THE COUNTY SURVEYOR. No. C901 b", FEE it 10 *00 PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY: j u 1.0 & DEPUTY SURVEYOR'S STATEMENT rHis 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 ROMSON INTERNATIONAL LP. IN JULY OF 2014. opl//,.000. owl oo 1,AND PHILLIP K. FOMOTOR LS NO. 7070 COUNTY SURVEYOR'S STATEMENT PHILLIP K. FOMOTOR No. 7070 tp \F OF CA���// THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 F THE PROFESSIONAL LAND SURVEYORS ACT THIS DAY OF C13 2016. �� PFtD G. '9G RICHARD G. NTIS, COUNTY SURVEYOR L.S. 7611 0 o M No. T611 7D * Exp. 121-18 9� OF CAL�F�Q 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 N' LY LINE OF (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE THE SE 1/4 GOVERNMENT CODE THE PARCELS SHOWN ON THIS SURVEY MAY 8-3-2)SEC. 30 NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE 13 ,�►� BU I LDAB 7ARCELS. 8.63, R2 0318, 61 At72 46 34 206SRICHARD G. LANTIS,�'OUNTY SURVEYOR L.S.T. P.O. B. 7611 (N72.4 ! (PARCEL 2) 34 2063 ` NE CORNER OF PARCEL S?3. .63 PER INST. 62799, REC. 62 R1• (N (s�2. s s�2.s -- , 5/28/1965 3 )R2 8 49,, q OF EAST PALM CANYON DRIVE E'LY LINE OF PARCEL 1, INST 2013-0565524, REC. 12/4/2013 AND INST. 62799, REC. 5 N 32��7 p 5/28/1965 '- -� w wY '� ` 1 s 4A4 `+ co CURB AND °� c,�1..`8,3 o � . � �R2 q rri cv GUTTER (TYP.) ��to LO Go °� .` �46.s ON 3 LO � 48. PARCEL 2 M� w 92�R .S �w 746.o 01-55524 N" 9 o �Rti 00 6 N�'�O REC. 12/04/2013 o ,�., 0 0 •,. ^ ,� En N6704`57"W 32.42 ��, �0. -7 / 'r S'LY LINE OF THE N 1/2j N 1/2t SE 1/4 SEC. 30 N89'37949"W 2632.60' (N89038"00"W 2632.57')R1, (N89"51'42"W)R2., (S89*51'29"E 2632.74')R3 666.34' 710 34' (709 61' L=383.01' R=300.00' A=73'08'57" (A=7308'34 R=299.99' L=382.96')R1 (R=300.00' L=382.94')R2 (A=73'08'32" R=300.00' L=382.97')R3 SET NAIL AND TAG LS 7070 ON CONCRETE GUTTER. 208.53'(208.57')R2 JR4 MATTHEWDRIVE q OF MATTHEW DRIVE 13 260.41' (260.679)R1, 14 (260.70')R3 8Vq uu" 0c) (D0 C� Um p . OR �. cornrn .- to co ELY LINE OF w w w w a a S'LY LINE OF THE SEC. 30 o N � � CURB AND N1/29 N1/2, SE 00 '14 �* 1/4 SEC. 30 0 0 0 / GUTTER (TYP.) Zoo z 1054.73' (1054.679)Rlt (1054.64*)R,3 %.. (1263.269)M&R29 R4 P.O.B. PARCEL 2 - NS 164 BEC. 30 RIVCO 14-091 FOUND 2" I.P. WITH NAIL AND TAG IN WELL MONUMENT PER MB 73/88-89. TAG ILLEGIBLE. DOWN 0.6'. ACCEPTED AS THE INTERSECTION OF LINDEN WAY AND THE NORTHERLY R W LINE / OF EAST PALM CANYON DRIVE. 8 FOUND 3" CAL TRANS BRASS CAP STAMPED "2675+19.78 P.O.T." IN WELL MONUMENT PER PMB 96/37-38 AND RS 130 - / /70 73. FOUND 2 1/2"' GLO BRASS CAP STAMPED AS THE CENTER 1/64 CORNER OF 2 FOUND 1 1/2" I.P. WITH NAIL PER MB 73/88-89. DOWN 0.2'. ACCEPTED AS THE 9 SECTION 30. FOUND DOWN 0.4' IN WELL MONUMENT PER RS 70-73 AND PMB 130 / INTER SECTION OF LINDEN WAY AND EAST PALM CANYON DRIVE. _ 96/37 38. ACCEPTED AS THE SW COR. OF THE NORTH HALF OF THE NW 1/4. OF 3 FOUND 2 1/2" GLO BRASS CAP STAMPED AS THE CENTER QUARTER CORNER OF SECTION 30. FOUND DOWN 0.8 IN WELL MONUMENT PER RS 130/70-73. ACCEPTED AS THE CENTER SEC. 30. '� THE SE 1/4 OF SEC. 30. 3 4 FOUND " I.P. WITH 73 AND / I H NAIL AND TAG IN MONUMENT WELL PER RS 130/70- PMB 191/6-7. TAG ILLEGIBLE DOWN 0.6'. ACCEPTED AS THE INTERSECTION OF LINDEN 4 FOUND 1 1/2 199 I.P. WITH NAIL AND TAG IN WELL MONUMENT PER MB 98/26-27. DOWN 0.7'. TAG ILLEGIBLE. ACCEPTED AS ON THE NORTH LINE OF THE SE 1/4 SEC. 30 PER PMB 98/26-27. WAY AND MATTHEW DRIVE. FOUND 20D NAIL PER RS 130/70-73. DOWN 0.2. RESET WITH 1„ I.P. PLUGGED LS 7070 FLUSH. ACCEPTED AS THE BC MATTHEW DRIVE. 5 FOUND 1 1 4 I. /I.P.WITH NAIL AND TAG IN MONUMENT WELL PER PMB 96/37-38. TAG ILLEGIBLE DOWN 0.5'. ACCEPTED AS THE INTERSECTION OF EAST PALM CANYON DRIVE AND GENE AUTRY DRIVE(BOGIE ROAD). 12 FOUND 1 WITH PLUG RCE11236 PER PMB 96/37-38. DOWN 0.4,. ACCEPTED AS / THE NS 1/64 SEC. 30. 6 FOUND 2 1/2"" BRASS CAP STAMPED AS A CAL TRANS GPS STATION. NO REFERENCE. FOUND 3/4" I.P. PLUGGED LS4146 UP 0.3' PER RS 130/70-73. FOUND 0.16' MONUMENT FOUND N67`04'57"W 32.42' FROM MONUMENT 7. 1 SOUTHERLY OF THE SOUTHERLY 44' RIGHT OF WAY OF MATTHEW DRIVE. 7 FOUND 1 1/4" I.P. WITH NAIL AND TAG IN MONUMENT WELL PER PMB 96/37-38. TAG ILLEGIBLE DOWN 0.5'. FOUND TIES(NAIL AND TAG RCE 11236 ON CURBS). ACCEPTED AS ) THE BC GENE AUTRY DRIVE. 14 FOUND 1" I.P. PLUGGED RCE23256 FLUSH PER CR 01-0624 AND RS 130/70-73. / ACCEPTED AS ON THE SOUTHERLY 44' RIGHT OF WAY AT THE BC OF MATTHEW DRIVE. V\�N0'06' 18"E 0.72' N'LY LINE OF (NO -07#40"W 0.61')R2 44' THE SE 1/4 >7 SEC. 30 Q w N W N le - w 44• o Q ' ui 0a: coo Z W ��' o .�: w • M 10f-- 0 01) �-y ro N z LO �., " w w Lo .-- 00 f co� ro r. c0 cn o N89'38'01 "W 357.32' 0) 0 S89'51'42"E 357.32' R2 ( coo p ( ) w HELD RECORD © w i� 00 ANGLE PER R2 I o co to 'nW'LY LINE OF o o > ! o w THE SE 1/4 Q SEC. 30 CDw o NZ I LO z W ( co � cl I + w 00 w w 0 p ( w c0 M p L I o I to, IZ I I S'LY LINE OF THE T.P.O.B. I N1/21 N1/2, SE (PARCEL 1 44' 44' 1/4 SEC. 30 EXCEPTION)I I 6 ' v v.aa kV I a.vJ jrtc P.O.B. (PARCEL 1) P.O.B. (PARCEL 1 EXCEPTION) 9 o -Ws uea mac. 30 N'LY RIGHT OF WAY OF EAST PALM CANYON DRIVE S. 368.92' (369.62')R2 324.92' CURB AND GUTTER (NP.) A DISCREPANCY EXIST BETWEEN THE PARCEL 1 BOUNDARY LINE AND THE CENTERLINE OF HWY 111. SHOWN HEREON IS THE INTERPRETED INTENT OF (369.62')R2 COURSE TO THE CENTERLINE OF HWY 111 PARCEL 1 INST. 2073-0565524 REC. 12/04/2013 N89'54'08"W 1974.02' (N89053'39"W)Rl, (N89"52'20'9E)R2 ao Lp %* bL33Z q9 HEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS DAY OF_�_ &.A I2016, AT I.a%pM. IN BOOK 19t, - RECORDS OF SURVEY, AT PAGE � AT THE REQUEST OF THE COUNTY SURVEYOR. No. C901 b", FEE it 10 *00 PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER BY: j u 1.0 & DEPUTY SURVEYOR'S STATEMENT rHis 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 ROMSON INTERNATIONAL LP. IN JULY OF 2014. opl//,.000. owl oo 1,AND PHILLIP K. FOMOTOR LS NO. 7070 COUNTY SURVEYOR'S STATEMENT PHILLIP K. FOMOTOR No. 7070 tp \F OF CA���// THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 F THE PROFESSIONAL LAND SURVEYORS ACT THIS DAY OF C13 2016. �� PFtD G. '9G RICHARD G. NTIS, COUNTY SURVEYOR L.S. 7611 0 o M No. T611 7D * Exp. 121-18 9� OF CAL�F�Q 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 N' LY LINE OF (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE THE SE 1/4 GOVERNMENT CODE THE PARCELS SHOWN ON THIS SURVEY MAY 8-3-2)SEC. 30 NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE 13 ,�►� BU I LDAB 7ARCELS. 8.63, R2 0318, 61 At72 46 34 206SRICHARD G. LANTIS,�'OUNTY SURVEYOR L.S.T. P.O. B. 7611 (N72.4 ! (PARCEL 2) 34 2063 ` NE CORNER OF PARCEL S?3. .63 PER INST. 62799, REC. 62 R1• (N (s�2. s s�2.s -- , 5/28/1965 3 )R2 8 49,, q OF EAST PALM CANYON DRIVE E'LY LINE OF PARCEL 1, INST 2013-0565524, REC. 12/4/2013 AND INST. 62799, REC. 5 N 32��7 p 5/28/1965 '- -� w wY '� ` 1 s 4A4 `+ co CURB AND °� c,�1..`8,3 o � . � �R2 q rri cv GUTTER (TYP.) ��to LO Go °� .` �46.s ON 3 LO � 48. PARCEL 2 M� w 92�R .S �w 746.o 01-55524 N" 9 o �Rti 00 6 N�'�O REC. 12/04/2013 o ,�., 0 0 •,. ^ ,� En N6704`57"W 32.42 ��, �0. -7 / 'r S'LY LINE OF THE N 1/2j N 1/2t SE 1/4 SEC. 30 N89'37949"W 2632.60' (N89038"00"W 2632.57')R1, (N89"51'42"W)R2., (S89*51'29"E 2632.74')R3 666.34' 710 34' (709 61' L=383.01' R=300.00' A=73'08'57" (A=7308'34 R=299.99' L=382.96')R1 (R=300.00' L=382.94')R2 (A=73'08'32" R=300.00' L=382.97')R3 SET NAIL AND TAG LS 7070 ON CONCRETE GUTTER. 208.53'(208.57')R2 JR4 MATTHEWDRIVE q OF MATTHEW DRIVE 13 260.41' (260.679)R1, 14 (260.70')R3 8Vq uu" 0c) (D0 C� Um p . OR �. cornrn .- to co ELY LINE OF w w w w a a S'LY LINE OF THE SEC. 30 o N � � CURB AND N1/29 N1/2, SE 00 '14 �* 1/4 SEC. 30 0 0 0 / GUTTER (TYP.) Zoo z 1054.73' (1054.679)Rlt (1054.64*)R,3 %.. (1263.269)M&R29 R4 P.O.B. PARCEL 2 - NS 164 BEC. 30 RIVCO 14-091