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rs153_028STATEMENT OF PURPOSE: THE PURPOSE OF THIS SURVEY IS TO COMPLY W►TH THE REQUIREMENTS OF SEC710N 8762 (b)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT AND TO DOCUMENT PARCEL "A" AND A PORTION OF PARCEL "B" OF N0710E OF LOT UNE ADJUSTMENT N0. 4447 RECORDED OCTOBER 4. 2002 AS DOCUMENT N0. 2002-555294 AS MODIFlED BY FINAL ORDER OF CONDEMNATION RECORDED MARCH 7, 2011 AS DOCUMENT N0. 2011-0103417, BOTH OF OFFICIAL RECORDS OF RIVERSIDE COUNT); STATE OF CALIFORNIA. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE W774 SEC77ON 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS ( DAY OF O G'� 2019 DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 EXP. 12/31/20 SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC71ON IN CONFORMANCE W1 TH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF D.R. HORTON ON MARCH 07, 2019. Ll ke � l0L2.y12.otq ERIC OSTERODE, PLS 9371 DATE BASIS OF BEAR/NGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL ## "CNPP ; AND "P474" NAD 83(NSRS2011) EPOCH 2010 AS SHOWN HEREON. ALL Q 0 Ne. Mks \.n \ Exp. 1341-�0 /�� L�OSG o ERIC K. �c a OSTERODE ;u �C No. 9371 /* e '. CF CAkl IN THE CITY OF WfLDOMAR., COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD (:D F S URVEY OF PARCEL "A" AND A PORTION OF PARCEL "B" OF NOTICE OF LOT LINE ADJUSTMENT ND. 4447, RECORDED OCTOBER 04., 2002 AS DOCUMENT NO.. 2002-555294 , OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SECTION 12., TOWNSHIP 7 SOUTH, RANGE 4 WEST, S.B.M S.B. &O., INC. ERIC OSTERODE, PLS 9371 PALOMAR STREET M19 _N49 °18'4_3"W Ml N49 °18'43"W 679.52" (679.,39* CF R 1) M2��----- NORTHEA STERL Y LINE OF LOTS "A'; "B" "C" AND "D" OF PARCEL MAP 8828, P.M.B. 43/991 DEDI CA TED FOR STREET AND PUBLIC U TILT TY PURPOSES. �-- 30.00' R f W PER DEED RECORDED 3/08/15 I N at BOOK 406, PAGE 98 OF DEEDS ° ° w BEARINGS SHOWN ON THIS SURVEY ARE GRID. QUOTED_• N 51--p(r)BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES °o � PALOMAR STREET MARCH 2019 ao19-0454bz� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FlLED THIS 4% DAY OF U&JIjAbI4 v 20_,.q AT M. IN BOOK t 53 OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. No e2019 so "lit 1�- FEE # 9 0 00 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY q U t le -Z � 2 DEPUTY �G. D00M20 0 \ LJ ' L7 ------M10 L6 79.6 7' M21 0 127.95 M&R8 v00 0 °� 95 13. 0 M18 QP EM WD DOC. NO. 2011-0103417 Q' Cfl w dao �REC. ►� cj HELD RECORD ? B- ANGLE PER R8 03/0 7/2011 w, 1 N c� u, [� M3 N20 34f 13ff E 199.59' N50°57'43"E( EST. PARALLEL TO (199.67' R1, R2) M10 `r? 199.61 ' R3) NORTHWESTERLY LINE OF R3) ( ccs z �►' 5 7.10' M, R3, R5 &Y, DETAIL B '•� ' M20 _14 s ' �� ' L5 '? SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. -- ° _ /V3g o0 M21 , �0 ' ��% SCALE: 1 = 60 •�,`° ' ` GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE - 4=05 28 46 w o d „� 217 W 617llllllllC3 ,�o� / ,,yJ / °C2, GROUND DISTANCE BY A COMBINA71ON FACTOR OF 0.99991258. R=573.20' o d SEE DETAIL A c� (617 45' , •25 ��/ p ,�0 / N39 04 47 W (R) CALCULA 170NS ARE MADE AT THE SOUTHERLY MOST CORNER o M22 _ "� Q' w 3, RS) �.. � - OF THE RANCHO LA LAGUNA LINE WITH COORDINATES OF: 2 L- 54.82 M&R 1 HELD RECORD ANGLE '� 6°� / M 10 M2 PER R3 AND R5 M17 5 N: 2154770.271 E. 6258652.649 , _ , ►� USING AN ELLIPSOID ELEVA 77ON OF 1054.91. 25.09 M 7 M, R1, R3 M7 � w M15 M7'\, NGS CORS CNPP N. 2258381.997' E. 6149110.959' (GRID) tis Jr 3. rG, UP I 0s I 4= 35 °10'4 0 " (35 °10'03 " R5) M2 D R= 388.10' M&R5 _ M7 L=238.281 (238.21 ' R5) M23 LOT C °' Q: p o L2 P. M. B. 19711 -3 °�► o w Qg���, M9 p� � M 10 � "� �� c1 0 �" o• OL ..� M21 M18 D LOT LINE PER P.M.B. 1 _ (� A--05015'37" � os 97 1 R=548.20' PARC ►� C� EL A N41 •45'08 ffw M4 515 1257 39.1257 1514.97, ' 0'3 (-26' CF RS R6 -.,_----- ) (515.10' R7 M6 533.3 115 X533 36 R6� 3 --_.-- _ (533.31 R7 '14 NITON A L=50.33 M&R1 �3 Q p co 03 Y �� a � LLA 4447l_4czrr_MONUMENT NOTES DETAIL » �Y w . ►,• DOC, N e 0 o C1 c, O. 2002- 5552 �„ o =_ o.. 94 � , o ft - CONVERGENCE ANGLE C6 REC. 10 ►� qL�Q -� _ _ .. � o o X041 - 02, O. R ' - 00 32 48.09 �- ° o PARCEL B LLA M7 f M7 Q ° Q 444 7 DO 39.00 C• NO. mAa02 555294 REC. w M4 � 'T o Q �' , O) N. 2155637.446 o 0/04 M �o X2002, O� w J E. 6259721.249 • - _ o w� OLD L � d' �- -- LOT LINE N h N89'18'59"W PER P. M. B. (d 53846.76' (GRID) V ,� ' - -- _ _____ _ - - ` - -- -- - - - M7 197/1- 3. v. NGS CORS BILL Z ©w V - ` - ----- -- 5p• 26 M&R 1 �- N. 2154994.974' p W o --- - M 12 r . N ,.� cc °' M8 � -- ---.4,19 0 11 ___ - O 4(GRID) d' Q 862.1962.1 (348.19 R5) 0 o 6 RS) i� (5 k) `� N8 '45'56 "E o �.... "� 9 ,� r, � o N50'56'26"E "N i� 1 54911.98' (GRID) °at�Lo1 CL z 1376.19' f4 ° o �� �O ' N V m (GRID) Z �O Z d M14 0 hod od N. 2154770.271* '�� �o v LOd- v lb n N E. 6258652.649 L M7 GRAPHIC SCALE g �v NGS CORS P474 Z:) N m N. 2074324.583� o M 7 > E. 625671&869 ; N 200 a 200 400 300 (GRID) D VICINITY MAP NTS �2 M7 � SURVEYOR'S NOTES J J � • INDICATES FOUND MONUMENT AS NOTED M7 \ � � J (R1) INDICATES RECORD DATA PER PMB 43/99 Q� Ln oc (R2) INDICATES RECORD DATA PER PMB 36/27-28 (R3) INDICATES RECORD DATA PER PMB 197/1-3 M/ o � � Luo (R4) INDICATES RECORD DATA PER RS 107/83 LOi.,,, o Z � I INDICATES RECORD DATA PER LLA DOC. NO. z ..Z _, �n (R5) 2002_555294 REC. 10/04/2002, O.R. I61.00' M&R3 50.00 I (R6) INDICATES RECORD DATA PER MB 309/63-72 +k,j�l/ (R7) INDICATES RECORD DATA PER MB 270/16-20 INDICATES RECORD DATA PER DOG. N0. M7 W � � _ I N3902'17�Wy- I (R8) 2011-0103417 REC. 03/07/2011. O.R. 617.25 (617.45 R3,R5) I M INDICATES MEASURED DATA � •- CF INDICATES CALCULATED FROM HELD RECORD B.O.B. INDICATES BASIS OF BEARINGS IANGLE PER 2 M R3 AND R5 � DETAIL " A" � I SCALE: l!=60 �- N44 °53'10 "w 1210.39' M 16 (1210.00 R1) (1210.37' R. S. 107/8 R3) 3 �o� DATA c� 0 4 o 311 v LENGTH BEARING DISTANCE Q) �W� C Q' 176.79' M&R8 CL r 207.62' (207.57' R5) L3 N41 °45'08 "W 209.03' (208.98' R3) (208.99' R6) (209.05' R2) (208.85' R 7) L4 N50 °55'10 "E 4 L5 r� co Q L6 � 43.98' (44.05' R6) L7 N50 °56'26 "E w BEARINGS SHOWN ON THIS SURVEY ARE GRID. QUOTED_• N 51--p(r)BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES °o � PALOMAR STREET MARCH 2019 ao19-0454bz� SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FlLED THIS 4% DAY OF U&JIjAbI4 v 20_,.q AT M. IN BOOK t 53 OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. No e2019 so "lit 1�- FEE # 9 0 00 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY q U t le -Z � 2 DEPUTY �G. D00M20 0 \ LJ ' L7 ------M10 L6 79.6 7' M21 0 127.95 M&R8 v00 0 °� 95 13. 0 M18 QP EM WD DOC. NO. 2011-0103417 Q' Cfl w dao �REC. ►� cj HELD RECORD ? B- ANGLE PER R8 03/0 7/2011 w, 1 N c� u, [� M3 N20 34f 13ff E 199.59' N50°57'43"E( EST. PARALLEL TO (199.67' R1, R2) M10 `r? 199.61 ' R3) NORTHWESTERLY LINE OF R3) ( ccs z �►' 5 7.10' M, R3, R5 &Y, DETAIL B '•� ' M20 _14 s ' �� ' L5 '? SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. -- ° _ /V3g o0 M21 , �0 ' ��% SCALE: 1 = 60 •�,`° ' ` GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE - 4=05 28 46 w o d „� 217 W 617llllllllC3 ,�o� / ,,yJ / °C2, GROUND DISTANCE BY A COMBINA71ON FACTOR OF 0.99991258. R=573.20' o d SEE DETAIL A c� (617 45' , •25 ��/ p ,�0 / N39 04 47 W (R) CALCULA 170NS ARE MADE AT THE SOUTHERLY MOST CORNER o M22 _ "� Q' w 3, RS) �.. � - OF THE RANCHO LA LAGUNA LINE WITH COORDINATES OF: 2 L- 54.82 M&R 1 HELD RECORD ANGLE '� 6°� / M 10 M2 PER R3 AND R5 M17 5 N: 2154770.271 E. 6258652.649 , _ , ►� USING AN ELLIPSOID ELEVA 77ON OF 1054.91. 25.09 M 7 M, R1, R3 M7 � w M15 M7'\, NGS CORS CNPP N. 2258381.997' E. 6149110.959' (GRID) tis Jr 3. rG, UP I 0s I 4= 35 °10'4 0 " (35 °10'03 " R5) M2 D R= 388.10' M&R5 _ M7 L=238.281 (238.21 ' R5) M23 LOT C °' Q: p o L2 P. M. B. 19711 -3 °�► o w Qg���, M9 p� � M 10 � "� �� c1 0 �" o• OL ..� M21 M18 D LOT LINE PER P.M.B. 1 _ (� A--05015'37" � os 97 1 R=548.20' PARC ►� C� EL A N41 •45'08 ffw M4 515 1257 39.1257 1514.97, ' 0'3 (-26' CF RS R6 -.,_----- ) (515.10' R7 M6 533.3 115 X533 36 R6� 3 --_.-- _ (533.31 R7 '14 NITON A L=50.33 M&R1 �3 Q p co 03 Y �� a � LLA 4447l_4czrr_MONUMENT NOTES DETAIL » �Y w . ►,• DOC, N e 0 o C1 c, O. 2002- 5552 �„ o =_ o.. 94 � , o ft - CONVERGENCE ANGLE C6 REC. 10 ►� qL�Q -� _ _ .. � o o X041 - 02, O. R ' - 00 32 48.09 �- ° o PARCEL B LLA M7 f M7 Q ° Q 444 7 DO 39.00 C• NO. mAa02 555294 REC. w M4 � 'T o Q �' , O) N. 2155637.446 o 0/04 M �o X2002, O� w J E. 6259721.249 • - _ o w� OLD L � d' �- -- LOT LINE N h N89'18'59"W PER P. M. B. (d 53846.76' (GRID) V ,� ' - -- _ _____ _ - - ` - -- -- - - - M7 197/1- 3. v. NGS CORS BILL Z ©w V - ` - ----- -- 5p• 26 M&R 1 �- N. 2154994.974' p W o --- - M 12 r . N ,.� cc °' M8 � -- ---.4,19 0 11 ___ - O 4(GRID) d' Q 862.1962.1 (348.19 R5) 0 o 6 RS) i� (5 k) `� N8 '45'56 "E o �.... "� 9 ,� r, � o N50'56'26"E "N i� 1 54911.98' (GRID) °at�Lo1 CL z 1376.19' f4 ° o �� �O ' N V m (GRID) Z �O Z d M14 0 hod od N. 2154770.271* '�� �o v LOd- v lb n N E. 6258652.649 L M7 GRAPHIC SCALE g �v NGS CORS P474 Z:) N m N. 2074324.583� o M 7 > E. 625671&869 ; N 200 a 200 400 300 (GRID) D VICINITY MAP NTS �2 M7 � SURVEYOR'S NOTES J J � • INDICATES FOUND MONUMENT AS NOTED M7 \ � � J (R1) INDICATES RECORD DATA PER PMB 43/99 Q� Ln oc (R2) INDICATES RECORD DATA PER PMB 36/27-28 (R3) INDICATES RECORD DATA PER PMB 197/1-3 M/ o � � Luo (R4) INDICATES RECORD DATA PER RS 107/83 LOi.,,, o Z � I INDICATES RECORD DATA PER LLA DOC. NO. z ..Z _, �n (R5) 2002_555294 REC. 10/04/2002, O.R. I61.00' M&R3 50.00 I (R6) INDICATES RECORD DATA PER MB 309/63-72 +k,j�l/ (R7) INDICATES RECORD DATA PER MB 270/16-20 INDICATES RECORD DATA PER DOG. N0. M7 W � � _ I N3902'17�Wy- I (R8) 2011-0103417 REC. 03/07/2011. O.R. 617.25 (617.45 R3,R5) I M INDICATES MEASURED DATA � •- CF INDICATES CALCULATED FROM HELD RECORD B.O.B. INDICATES BASIS OF BEARINGS IANGLE PER 2 M R3 AND R5 � DETAIL " A" � I SCALE: l!=60 �- N44 °53'10 "w 1210.39' M 16 (1210.00 R1) (1210.37' R. S. 107/8 R3) 3 CURVE DA TA LINE DATA c� 0 4 o 311 v LENGTH BEARING DISTANCE Ll N50 °56'26 "E 176.79' M&R8 L2 N41 °45'08"W 207.62' (207.57' R5) L3 N41 °45'08 "W 209.03' (208.98' R3) (208.99' R6) (209.05' R2) (208.85' R 7) L4 N50 °55'10 "E 126.50' M&R8 L5 N39 °04'50 "W 19.93 M&R8 L6 N50 °56'26 "E 43.98' (44.05' R6) L7 N50 °56'26 "E 30.03' M&R5 CURVE DA TA DEL TA RADIUS LENGTH TANGENT 20"45"18" 388.10' 140.59' 71.07' Cl (20°44'56" R5) M&R5 (140.55' R5) (71.05' R5) C2 103058'21 " 48.00' 87.10' 61.410 M&R8 M&R8 M&R8 M&R8 06 °23'23" 388.10' 43.28' 21.66' C3 (06-24920" R3) M&R3 (43.39 R3) (21.72 R3) C4 55003P07" 61.00' 58.61 ' 31.79' M&R3 M&R3 M&R3 M&R3 62 °19'21 " M&R3 358.10' 389.52' M&R3 216.54' M&R3 C5 (62018'00" R2) M, R2, R3 (389.38' R2) (216.45' R2) 69052"56"" 735.71 ' 421.44' C6 (69-52"41" R 1, R2) 603.20M, (735.66' R 1, R2) (421.41., R2) (69-5J'03" R3) R 1, R2, R3 (735.73' R3) (414.46' R3) SEC. 12- 7S- 4 W MI FD. 1'* I.P. WITH LS 3698 TAG, DN. 0.1; PER P.M.B. 43/99 M2 FD. ll* I.P. WITH LS 3698 TAG, FLUSH, PER P.M.B. 43/99. M3 FD. 1" I.P. OPEN, DN. 0.1; IN LIEU OF 1'* I.P. AND LS 3698 TAG PER P.M.B. 43/99. M4 FD. SPIKE AND LS 4741 WASHER PER C.R. 05-533, BENT, MEASURED TO CENTER OF SHAFT AT BASE. M5 FD. 1'* I.P. WITH PK NAIL AT CENTER, DN. 0.1; IN LIEU OF 16 I.P. AND RCE 20508 TAG PER M.B. 270/16-20. M6 FD. SPIKE AND LS 4741 WASHER, FLUSH, PER C.R. 05-534 M7 SEARCHED FOR MONUMENTS PER PARCEL MAP 29005, P.M.B. 197/1-3, AND FOUND NOTHING. M8 FD. 1.25" IP AND ILLEGIBLE TAG, DN. 1.2, PER P.M.B. 197/1-3. M9 FD. 2X2 AND TACK, NO REFERENCE. POST TION AGREES W►TH THE ESTABLISHMENT BY PROPORTION OF THE NORTHEAST ENDPOINT OF THE COMMON LINE BETWEEN PARCEL "A" AND PARCEL "B" OF LLA 4447, DOC. NO. 2002-555294, REC. 1010412002s O.R. M10 S.F.N. - EST. AT RECORD DISTANCE PER DOC. NO. 2011-0103417t REC. 03/07/2011 O.R., ALONG THE SOUTHWESTERLY LINE OF PALOMAR STREET FROM THE MOST EASTERLY CORNER OF PARCEL J. P.M.B. 197/1-3 Mll S.F.N. - EST. AT INTERSECTION OF 50' OFFSET FROM CENTERLINE ABANDONED RAILROAD. M12 S.F.N. - EST. AT RECORD DISTANCE FROM M14 PER P.M.B. 197/1-3. M13 S.F.N. - EST. AT INTERSECTION OF 50' OFFSET FROM CENTERLINE ABANDONED RAILROAD. M14 FD. 2" IP AND LS 7131 TAG, DN. 0.5 ; PER R.S. 107/83. M15 S.F.N. - EST. AT RECORD ANGLE AND ARC LENGTH ALONG CURVE PER P.M.B. 43/99. M16 S.F.N. - EST. BY PROPORTION PER LLA 4447, DOC. NO. 2002-555294, REC. 1010412002, O.R. M17 FD. 1" I.P. AND LS 7238 TAG, FLUSH, N63'51 '19 "W 0.71'9 FROM THE MOST SOUTHERLY CORNER OF PARCEL 1, P.M.B. 197/1-3. DID NOT ACCEPT, CORNER EST. BY INTERSECTION M18 FD. NAIL AND LS 4547 TAG IN TOP OF PILASTER PER M.B. 309163-72. M19 S.F.N. - EST. PERPENDICULAR TO M2 M20 S.F.N. - EST. ENDPOINTS OF CURVE HOLDING RECORD CURVE DATA PER P.M.B. 197/1-3, W TH AN INCOMING TANGENT DIREC71ON CONSTRUCTED THROUGH M4, M5, M6, AND PROJECTING THE OUTGOING TANGENT DIREC71ON THROUGH M3. M21 S.F.N. - EST. PERPENDICULAR TO M20 M22 S.F.N. - EST. AT RECORD ANGLE AND ARC LENGTH ALONG CURVE PER P.M.B. 43/99. M23 S.F.N. - EST. PERPENDICULAR TO M2 SBO 74261.10 R/ V. CO. 19- 061 G�