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rs159_001-002500 0 500 1000 1500 SCALE: 1 "=500' 472/7®22 31 FD. 1" I.P., DISC ILLEGIBLE, FLUSH IN DIRT, SEE MB 472/1-22, MB 460/27-35, PM 69/57-59, ACC'D AS N. W. CORNER SEC. 5 I r 32 33 tib 4 2 11.69' (11.64 DETAIL "A " NO SCALE 6 I I h Ln L� NNS W W� ^N ZZoN N rn SNF - REESTABLISHED BY INTERSECTION OF 77 -IE WEST LINE OF SEC77ON 5 AND THE SOUTH LINE OF THE N %2 OF SEC77ON 5 FOR THE WEST 4 CORNER OF SEC77ON 5. N 8951'25" E (2175.77) �� 3 2175.50' 2163.81 ' 30.00' 01' \ eGS DETAIL "B" NO SCALE POIN T "A „ FD. 1-1/2" I.P. WITH DISC ILLEGIBLE, NO RECORD, FLUSH /N DIRT, ACC'D AS S.W. CORNER SEC. 5 0 32 <564.12 5 564.22' m IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY LYING WITHIN SECTION 5, T 6 S, R. 2 W., S B. M. X ENGINEERING &CONSUL TING, INC. JULY 9, 2021 SEC. 32FD. LEB NOR(THE SATLS FLUSH IN CORNER SECT TION 5 R. NO RECORD. SEE DETAIL "A" ESTABL/SHED BY IN TERSEC 770N. * SET 46 /1G�7 �,� �p �� LEAD AND BRASS DISC STAMPED "LS 5653" FLUSH /N BOULDER 00 _ SEE DETAIL "B" FOR NORTHEAST CORNER SECT/ON 5. N 89 51 '25 " E 5364.92' (N 8924'47" E 5364.85) [N 8924'47- E 5364.107 32 33 <J90.165 (506.66) , 1728.18 Busby Rd . �� 390.12 506.70 r �- 2175.70 (2175.77) �III''-' SEE 2s82.4o' (2682.43) DETAIL "A " 2292.40 <2292.32 > L _ J 2682.52'(2682.42') o NORTH LINE h O FD. NAIL & TAG, \ SEC. 5 FcL. 1 jp0 FD. 3/4" I.P. WITH ILLEGIBLE, FLUSH IN \ O FcL. 5 DISC MARKED 'RCE BOULDER PER MB rco26159" FLUSH IN DIRT, 460/27-35,' ACCD AS N. O PER MB 460/27-35, 1/4 CORNER SEC. 5 ::5 PM 104/56-58 FD. 1 " I. P., OPEN, FLUSH IN FcL. I FcL. 6 FCL. 7 DIRT NO RECORD ACC'D AS 00- -WEST LINE SEC. 5 STREET RIGHT OF WAY PER PM 69/57-59 --� I 100' FcL. 2 SNF 1119.20 (1119.33 )- 2664.21 ' WEST LINE FCL. 13 1" I.P. SET PER PM 69/57-59 �Oa FCL. 14 9.MAKED 6915/-59 cL. 8 ��`CO FRCE123713", USHCN DI FcL.RT, ---, ICL. 4 ( NO RECORD 1q. 1t/ SEC. 5 IPM 69157-59 EAST LINE STREET OF WAY PER RIGHT -� 1 FCL. 1 I SEC. 5 PM 69/57-59 �• FD. 1-1/4 �' L P. Wl TH DISC SNF MARK"LS 42JOFCL- 3 FCL- 9 FD. 1 " 1. P. WITH DIS ` D/R T, NO RECORD, IN LIEUH 1i� OF -11- \ MARKED "LS 3365" FLUSH IN LP. WITH DISC MARKED "LS 3365" DIRT, PER PM 69/57-59, PER PM 69/57-59, PM 32/98 77F�yy��vvi7�� [N 8959'31" W 5330.011 PM 32/98 ACCEPTED AS 1�l�i�o �® (N 89'5825 " W 5329.09 ) THE CENTER 4 CORNER N 89 32'07" W 5328.99' SECTION 5. ) J2.24' (32.23 (1012.33) (319.72 1545.01 ' �� 1012.22' J19.71' 1300.61 ' (1300.27) (2664.54) [2665.017 -� 1331.94' (1332.05) 1332 84' (1332.50) Ano Crest Roa 2664.78' (2664.55) [2665.001 w7�� + w 7� W. FD. 1 " I.P. WITH DISC SEC. 5 T. 6 S. A% 2 VV. MARKED "LS 3365" FLUSH IN DIRT, PER PM SEC. 5 PURPOSE OF SURVEY 43/3, PM 69/57-59 THIS SURVEY lS INTENDED TO REESTABLISH SECTION 5 FcL. I PM 413 FOR FUTURE SUBD/V/BION MAPPING PURPOSES I FD. 2" I.P. WITH DISC MARKED 'R/V CO. SURV" FLUSH IN DIRT, NO RECORD. ACCEPTED AS 77 -IE EAST 4 CORNER SECTION 5. S.W. 1/4 CQ N V CU 1 d. FCL. 4 8488 �\Q � OF C ALF O/ O N`° TIPM 398 EASTN N Ncv ..Q WLJ SEC5 PROCEDURE NOTE `� B �, WW SNF N 6 THE NORTHEAST CORNER OF SECTION 5 WAS 0 0 o N REESTABLISHED BY INTERSECTING THE EAST AND •"_� U = Z z NORTH SECTION LINES THROUGH FOUND MONUMENTS. Z O W ,�, x,022- 03'1 Sys I � Of SHEET 1 OF 2 SHEET RECORDER'S STA TEMENT FILED THIS $ D DA Y OF NwNU 6 k- , 202;_Z7 ATN A •• �� P. M. IN BOOK S�i RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. No. Z�'LZ-U3�1�S8 l FEE: PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY -i DEPUTY SURVEYOR'S STA TEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE �Q LAND SO REQUEST OF RICHLAND COMMUNITIES, MARCH, 2021. �� SEI T11 J O O * NO. 5653 DALE KEITH BREWER, L.S. 5653 DA TE 9� OF C ALF O/ COUNTY SURVEYOR'S STA TEMENT THIS MAP HAS BEEN EX/MINED /N ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS '�� DAY OF A(J 67 20_ DAVID L. MCM/LLAN, COUNTY SURVEYOR L. S. 8488 COUNTY SURVEYOR'S NOTE /O`� kc 'Q J Oji Z 0 * NO. 8488 OF C pL\F THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN WITHIN THE SOUTHWEST %4 OF SECTION 5 OF THIS RECORD OF SURVEY IS /N 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 PARCEL(S) SHOWN ON THIS SURVEY MA Y NOT HA VE BEEN LEGA LL Y CREA TED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). LAND DAVID L. McMILLAN, COUNTY SURVEYOR L. S. 8488 THE WEST QUARTER CORNER WAS REESTABLISHED BY �, z INTERSECTION OF THE WEST LINE OF SECTION 5 AND THE SOUTH LINE OF THE NORTH %2 OF SECTION 5 1 FCL. 3 THROUGH FOUND MONUMENTS. THE SOUTH QUARTER CORNER WAS REESTABLISHED BY PRORATING THE PROSNF A ESTABLISHED BY SOUTH LINE OF SECTION 5 THROUGH FOUND LINE O TNG ALONG THE SOUTH MONUMENTS. LINE OF SEC. 5 FOR THE SOUTH LINE SOUTH 4 CORNER SEC77ON 5. „ " SEC. 5 2589.96'[2590.087 5 4 POINT B 2589.96' [2590.091 294.73' [1295.041 -� �--- 1295.2J'[1295.047 `R/V CO SUP. Rv FLUSH N DISC KED „ DIRT, NO RECORD, ACC'D AS Holland Road N 89 43 44 W 5179.93 S E CORNER SEC. 5 [N 89-48J8- E 5180.171 FD. 1" LP. WITH DISC MARKED "LS 3365" FLUSH IN DIRT, PER PM 32/98, N 22131" E 0.12' � . .PM 23/92®93 SURVEYOR'S NOTES ( ) INDICATES RECORD DATA PER PM 69/57-59 ( ] INDICA TES RECORD DA TA PER PM 32/98 < > INDICATES RECORD DATA PER MB 460/27-35 SNF INDICATES SEARCHED, NOT FOUND FD. (3) NAILS FLUSH /N BOULDER PER PM 32/98, PM 49/5, SEC. CORNER ESTABLISHED BY INTERSEC77ON INDICATES FOUND 1" /. P. WITH DISC MARKED "LS 4230" PER PM 69/57-59, UNLESS NOTED OTHERWISE Q INDICATES SET 1-1/2" I.P. WITH DISC MARKED IS 5653'; FLUSH, UNLESS N07ED OTHERWISE BASIS OF BEARINGS.SEE SHEET 2 OF 2 ✓N 21-06 R/ VCO ROS21-199 V Oj * NO. 8488 �\Q � OF C ALF O/ SURVEYOR'S NOTES ( ) INDICATES RECORD DATA PER PM 69/57-59 ( ] INDICA TES RECORD DA TA PER PM 32/98 < > INDICATES RECORD DATA PER MB 460/27-35 SNF INDICATES SEARCHED, NOT FOUND FD. (3) NAILS FLUSH /N BOULDER PER PM 32/98, PM 49/5, SEC. CORNER ESTABLISHED BY INTERSEC77ON INDICATES FOUND 1" /. P. WITH DISC MARKED "LS 4230" PER PM 69/57-59, UNLESS NOTED OTHERWISE Q INDICATES SET 1-1/2" I.P. WITH DISC MARKED IS 5653'; FLUSH, UNLESS N07ED OTHERWISE BASIS OF BEARINGS.SEE SHEET 2 OF 2 ✓N 21-06 R/ VCO ROS21-199 193 CORS Sto tion# DH709J MLFP_SCGN_CS1998 N 2, 279, 468.184 E 6,2J7,668. OJJ IN THE UNINCORPORATED TERRITORY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY LYING WITHIN SEC TION 5, T 6 S, R. 2 W., S B. M. X ENGINEERING &CONSUL TING, INC. JULY 9, 2027 84-41107" w 111,-54947' POINT "A" S. W. CORNER SECTION 5 1-1/2" I.P. WITH DISC, ILLEGIBLE N 2,188,758. OJ7 E 6,297,15J. 580 SOUTH LINE SECTION 5 N 89'4344 " W 5179.93' N 89'43'44" W 5179.49' GRID SECTION 5 w POINT "B" S.E. CORNER SECTION 5 2" 1. P. WITH DISC MARKED "RIV CO. SURV" N 2,188, 733.533 E 6, 302, 333.009 0 CORS Station# AF9684 BILL — LAKE SKINNER N 2,154, 994.965 E 6,313,564.161 CORS Station# DG9740 P584—PO TREROCRKCS2004 N 2,269, lJ5.977 E 6, 348, 737.969 BASIS OF BEARINGS 11 tio2z-o3��57$ 1 �a SHEET 2 OF 2 SHEET THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS "BILL -LAKE SKINNER" "P584-POTREROCRKCS2004" AND "MLFP-MLFP_ SCGN-CS1998'; NAD83 (NSRS2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE OBTAINED MULTIPLYING THE GROUND DISTANCE BY THE COMBINED SCALE FACTOR (0.99990739) AT POINT "A7. GRID DISTANCE = (GROUND DISTANCE) x (COMBINED SCALE FACTOR) CONVERGENCE ANGLE AT POINT "A" IS. -02839.9" ELEVA TION AT POINT "A" IS 1443.67 FEET (NA VD88 OA 77JM). JN 21-06 RI VCO ROS21-199