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rs164_028e7Q00-.4 -000\531a9 0v*i �., ta �W SCALE: 1"=100' (IN FEET) 1 inch = 100 ft. • INDICATES FOUND MONUMENT AS NOTED INDICATES RECORD DATA PER REFERENCE CF INDICATES CALCULATED FROM O.R. INDICATES OFFICIAL RECORD SNF INDICATES SEARCHED, NOTHING FOUND OR SET Q POSITION ESTABLISHED BY PRORATION Efl POSITION ESTABLISHED BY INTERSECTION Rl CALTRANS RIGHT OF WAY RECORD MAP NO. 78737-19 & 78737-20 R2 CALTRANS MONUMENTATION MAP 412526 R3 HOMELAND NO. 4 M.B. 20/9 R4 CERTIFICATE OF COMPLIANCE NO. 3667 DOC. # 59782 REC. 02/22/1991, O.R. R5 GRANT DEED DOC. # 2019-0110620 REC. 04/02/2019, O.R. R6 GRANT DEED DOC. # 2020-0226485 REC. 05/28/2020, O.R. R7 GRANT DEED DOC. # 2007-0673284 REC. 11/02/2007, O.R. IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF LOT 7 OF HOMELAND N0.4, ACCORDING TO THE MAP RECORDED IN BOOK 20, PAGE 9 OF MAPS, RECORDS OF RIVERSIDE COUNTY, LYING WITHIN SECTION 8, TOWNSHIP 5 SOUTH, RANGE 2 WEST, S.B.M. DAVID R. GRAY, P.L.S. N0.5239 DRG, INC. MAY 2022 THE BEARING OF N8903347"E OF THE CENTERLINE OF STATE ROUTE 74 SHOWN ON CALTRANS RIGHT OF WAY RECORD MAP NO. 78737-19 & 78737-20 ON FILE IN THE OFFICE OF THE RIVERSIDE COUNTY SURVEYOR WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS SURVEY. * GRID DISTANCES REDUCED TO GROUND DISTANCES PER MAP FACTOR 0.999907263 STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO SATISFY THE REQUIREMENTS OF SECTION 8762(b)(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT OF THE STATE OF CALIFORNIA BY SURVEYING CERTIFICATE OF COMPLIANCE NO. 3667 RECORDED FEBRUARY 22,1991 AS DOCUMENT NO. 59782 OF OFFICIAL RECORDS. 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 SURVEYORS' ACT AT THE REQUEST OF BLUE PEAK ENGINEERING, INC. IN MAY12022. aiI ��.��- e* Q��pQ�\O R' C�ps,��s� DAVID R. GRAY, P.L.S. NO. 5239 F N89033'30"E 1719.97'(N89007E 1720.001 CFR3)_ 429.991(430.001 CFR3) .......... 429.99'(430-001 CFR3) 1�7 399.99'(400.001 R3) Q 6 ZI 399.99' (400.00' R3) 111 EIF(M No. 5239 Fyn 6 /3 /25 r% - - � l�l 1 1 30 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS � DAY OF Pt! q VS 20_gq AT /6" IN BOOK 'OF RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. NO. ao a4 - % oaS A q a.q FEE S 4? PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER - BY: 6,0 &A.4fte 1 DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PRO ESSIONAL LAND SU VEYORS' ACT THIS aU DAY OF 202T DAVID L. MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 EXP. DATE 12-31-2024 30' SNF N89033'30"E 859.97' {N89 07 E 860-001 R3) co 399-99'(400.00'R3) 399,99' (400.001 R3) I I 7m t7-�� ui 30' 30' 1@7 OF 11 .� 3 0 w 0 _j z uJ ZI Co. M af Ze) CIO CO UJ z, CO W co 0i C� LINE TABLE: CURVE TABLE: CO M C) © C) C> W W CO CD CD _j C) F-) r_ U") U') ZDo 5 Q C5CD t\ N89033'47'fE CDCD Cl A=90'00'18" R=20.00'L=31.42'C)CD C.) I%r I U-)• Ll N89033'13"E 44.531 Rl HELD (NO0053'W R3) C) 6 CD 106 114.97 C5 c6 CD C:) 0 v- C) C) ILO C) r,- ED C) C3 CIO (A=90000' R=20.00' L=31.42' R3) C3 1 L2 N00`261 9"W 60.481 (60.441 Rl) Ir- zo 3: IV- 6 "r- CD C z 0 0.45 C2 A=89'59'22" R=20.00'L=31.41' Ir- rl__ co L3 N000261 9"W 59.73' R2 HELD LO C6 C) CF) 0 SNF 114-97 Lo 0j (A=90000' R=20.00' L=31.42' R3) r u") Cy') LO L4 N0002459"W 59.58' R2 HELD o CF) CY) co C> M " " C> (0 m C! C) N8903412311E " 0 CD m z CD E0 M" L5 N00025'09"W 100.00'R3 HELD (N000531W R3) C) C3 A=90000'38" R=20.00'L=31.42' CD m m Ito 04 C) N M CD 0 z CD to I z (A=900001 R=20.001 L=31.421 R3) z C) L6 N0002451"W 100.001 R3 HELD (N000531W R3) 0 IT- C) o zo coZ U-)L7 N89034'23"E 379.941 (N89007PE 380.001 R3) C4 A=504643" R=3010.00'L=303.581 C) LO z N89033'47"E 0 CD C) 0i CD I CD coD co CD (A=5046' R=3010.001 L=303.481 R3) co M L8 N89034'23"E 179.97'(N89007'E 180-001 R3) U-) z U-) oo zn L9 N89034'23"E 65.00'(65.00'R4 & R5) C5 A=95'45'49" R=20.00'L=33.43' C/L IMP. RTE. 74 {R1 ) LO 00 Ir- LO L10 N89034'23"E 74.87'R3 HELD (N890071E R3) (74-811 Rl) (A=9504611 1" R=20.00'L=33A3'Rl) u') CD1 DETAIL "All CD 1:�r "Icn (A=9601 11 R=20.001 L=33.571 R3) Lll N00025'37"W 59.49' RADIAL - CALC 0 04 -'qr C) CF) 0 C6 A=90001'14" R=20.00'L=31.42' LL CD NOT TO SCALE T_ C) LO z 0 LO CD CD 0 z Ul CD SNF SNF 0 F11 N89034'14"E 799-92'(N89007'E 800.00'R3) C) CD C) N89034'12"E 799-91' (N8900TE 800.00'R3) Fl_1 C) z z - 99.99 99.99' 399.96(N890341711E 400.201 Rl) (400.00vR3) �lfl 1-- 199.98' 199.98' (200.00' R3) 199.98' (200.00' R3) Fl-I SNF 199.9 399.950'(N89033'19"E 400.00T Rl) (400.00f R3) 21 1 ❑(200.00' R3) 811(200.001 R3) -SNF io F Cn U-) C:) 00 CD CD 0 CIO 00 00 m m Cn CD I C) L0 00 00 a 9 00 C) C:) C) LIJ U-) C) c1r) C) ui CD z 0 0 0 C) 6 �0) c1r) C> C) C) u co 0 -) 11 i 0 0 C) m I co CD Li L-1 u u z C) 17S LOY 60 C) C) m z Z: u m z m Lu z q: I w - o muj 1­0 1 (R6) (R7) Q >to bo Ce) zn co > 00 Lr) =3 I LO C6 C) 0 Cle) 0 0i co z q r- C) C) C:) CY) CF) C) co C10 0 CD Lu N89034'14"E 199.98' z C) z Cm0 Cj 0 ZO C z CC < �e) < zo ED < Zip p fle; U-) Cy'),:d W< IT S r'- 0 C-C! LO (.0 0 ED 0 Cri 0-) m yj C'4 R to 6 0 "T_ - C� 0 01.0 LLJ r, LO u') oo 1100 0i CF) C) T 0 CD LO I m m m z CY) Nr " C) Ir- 0") C4,r) m lqr C=) C) C%4 00 < CO) z 0 C) C-4 04 q) C) C) 0 F­ z C) a) CF) zz F- C) 3:(01 CO 3: 0 0 0 L9 0 V: m C:) Z CD CF) 00--N , p z CQ CD N i U 0 qcq-4- CV) 0 C) 0 " LL C) UJ 06 C:) Lr) . t Z:) U- -.- " 00 30' C> r , Lu (R5) CD 30' 30' 0 Q0 " (n *-­�, z ('0 C D - CN m Lu 30' C:) 0 ZD CL C:) C) C)/- __ wow 6 C) (N05020151'fE Rl) U-Lr) z C) I z I I 00'R3) K0r0)l'nA": --� i L8 199.97k(200. G ''RC I � C3 47 99.99 99.98 2 RADIAL - P:C 101RR7.97(18.) 11.9 379.94(38... C5 .. ....... '...001 L7 (0 L10 C4 759.87' (760.00' R3) w Fil 0 SNF l f r[3"1\ q;r J CY) N89'034f23"E 859.871 (860.00f CFR3) D H N M L K 7j > 310.53' L 1 -7-70 -7 A Dl 504.82' 1 859.86'(860.00'CFR3) 1261.01'(1260.95'R1) N89033'4711E 2448.061(2448.071 Rl) BASIS OF BEARINGS A pi-C/L GUTHRIDGE LANE 1187.051(1187.121 Rl) C/L IMP. RTE. 74 (R1) C �S�C�AL LAND sly\ No. 8488 Exp. 12/31/24 \� OF C MONUMENT NOTES: 0 A FD. 2" BRASS CAP "CALIFORNIA DIVISION OF HIGHWAYS" MON IN WELL DOWN 0.5' PER Rl & CR 18-0553 - ACCEPTED AS C/L INTERSECTION B FD. 2" BRASS CAP "CALIFORNIA DIVISION OF HIGHWAYS" MON IN WELL DOWN 0.5' PER Rl & CR 18-0553 - ACCEPTED AS C/L C FD. 2" BRASS CAP "CALIFORNIA DIVISION OF HIGHWAYS" MON IN WELL DOWN 0.5' PER Rl - ACCEPTED AS C/L D FD. 1" I.P. TAGGED " LS 4230" PER R.S.B. 143/71 DOWN 01- ACCEPTED AS SE COR. SECTION 8, T. 5 S.7 R. 2 W.1 S.B.M. E FD. 3/4" I.P. PER Rl & R3 OPEN DOWN 1.0'- ACCEPTED AS INTERSECTION OF C/L CREAG AVE. & N'LY TRACT LINE R3 F FD. 3/4" I.P. PER Rl & R3 OPEN DOWN 1. l'- ACCEPTED AS INTERSECTION OF C/L HOMELAND AVE. & N'LY TRACT LINE R3 G FD. 3/4" I.P. PER Rl DOWN 0.6- ACCEPTED AS C/L HOMELAND AVE. - NOT ACCEPTED AS LOCATION OF 31411 I.P. PER R3 H FD. 1" I.P. PER CR 18-0553 LEANING WLY UP 0.3'BASE LOCATED N52026'21 "W 0.79' FROM SW COR. LOT 6 (R3) - NOT ACCEPTED I FD. 1" I.P. W/CAP "ILLEGIBLE" FLUSH NO REF. S89034'14"W 0.65'FROM COR. - NOT ACCEPTED - FD. 1" I.P. OPEN UP 0.4' NO REF. S50037'1 8"W 0.50'FROM COR. - NOT ACCEPTED J FD. 1.25" I.P. OPEN FLUSH NO REF. S89034'14"W0.45'FROM NE COR. LOT 7 (R3) - NOT ACCEPTED K FD. L&T TAGGED "LS 2831" DOWN 0.5' IN CONCRETE FENCE POST FOOTING NO REF. - ACCEPTED AS SE COR. W 1/2 LOT 8 (R3) L FD. 1" I.P. OPEN UP 0.1'NO REF. - ACCEPTED AS SE COR. LOT 7 (R3) M FD. 1" I.P. TAGGED "LS 2598" DOWN 0.3'NO REF. - ACCEPTED AS PROPERTY COR. (R4) N FD. 1" I.P. TAGGED 1S, 2831" UP 07LEANING SLY NO REF. - ACCEPTED AS B.C. LOT 7 (R3) 0 FD. 1" I.P. TAGGED "LS 2831" FLUSH NO REF. - ACCEPTED AS E.C. LOT 7 (R3) P FD. 1" I.P. TAGGED "LS 2831" UP 02NO REF. N0002459"W 0.10'FROM PROPERTY COR. (R4) - NOT ACCEPTED Q FD. 1" I.P. TAGGED "LS 2831" DOWN 0.8'NO REF. N59040'56"W 0.48'FROM PROPERTY COR. (R4) - NOT ACCEPTED R FD. 0.5" I.P. OPEN DOWN 1.0'NO REF. S68017'50"W0.32' FROM PROPERTY COR. (R4) - NOT ACCEPTED S FD. 0.5" I.P. TAGGED "RCE 1462" UP 0.1'NO REF. N68043'25"W 0.25"FROM PROPERTY COR. (R4) - NOT ACCEPTED N89033'1 3"E 1333.971 (N89035123"E 1333.89'R1) D RIV. CO.2 135