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rs167_038-042062.5 - o3q 7co� IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 800 400 0 800 1600 2400 RECORDER'S STATEMENT RECORD OF SU BEING A PORTION OF SECTIONS 15,16, 21, AND 22 OF TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN FILED THIS a3 DAY OF'V2Ctmb('X° , 20? AT SCALE: 1"=800' 2'�. M . I N BOOK I l�� RECORDS OF KEVIN R. HILLS, P.L.S. 6617 Michael Bake DATE OF SURVEY: OCTOBER, 2023 SURVEY, AT PAGE 3$ AT THE REQUEST OF THE COUNTY SURVEYOR. INTERFBATIONALNO. c10a�J-03q�1OS10 SURVEYOR'S STATEMENT Fil13 - g 1103 1105 1104 FEE $ t-1.00 N88°50'58"W 2652.76' (2652.79' R13) N89°06'24"W 2633.83' (2633.39' R5) N89°175352641.54' (2641.53' R5) PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS IS IS �] ° o ° �O��go1 3 Is OF THE PROFESSIONAL LAND SURVEYORS ACT, AT THE REQUEST 1M (� W -lo_ _ o - - - - BY: DEPUTY OF SARES REGIS -00 GROUP, L IN OCTOBER 2023. II� 1206 o l 07, �1 CONTINUOUS GLOBAL I/ (o l�o • z � � 12 66 POSITION STATION SNOG. U - Np,L LAND V- � z v I w ,f, I ( SEE SURVEYOR' S NOTE 2 SS�o S�� 1 N I FOR COORDINATES CD KEVIN R. HILLS �. \�\ R. �// G 1/16 CORNER - S.F.N. d - N w o o t �I p�< ��C� �� f F� ESTABL I SHED BY 1106 Co o ^ I �- P.L.S. 6617 �� � GRANT BOUNDARY - o � � - I o �" COUNTY SURVEYOR'S STATEMENT 1 ADJUSTMENT PER R 13 z �- Z / co • `� I / / THIS MAP HAS BEEN EXAMINED IN ACCORDANCE 1/4 CORNER COMMON TO ° °0 ° ° � /� / WITH SECTION 8766 OF THE PROFESSIONAL LAND DATE NO. 6617 v SECTIONS 15 & 16 - S.F.N. 1�!'' 1 w_1 / SUR YORS' ACT THIS VAR DAY OF * I o ESTABL I SHED BY GRANT o o 1106 N / / 20.9,- ST Z BOUNDARY ADJUSTMENT PER R 13 1 o 10 1 DETAIL» A» ( o I/ OF CAS\F�� I P. ail ° 129112-1 �3 `" o z NOT TO SCALE- � / z ( � �'��pR M Z V DAVID L. MCMILLAN, COUNTY SURVEYOR N88°50'55"W N88°50'15"W 1� N89°19'11"W N89°20'14"W n R ' Z 1110 (1325.68' R8) (1325.69' R8) (1322.01' Rl) 1133 v ' L.S. 8488, EXP. 12-31-26 (1322.03' RI) 1325.45' 1326.05' _ 1321 gg' nLL _ N89°19'43"W 2634.07' 2635.68' R18) 1322.23' Q CONVERGENCE ANGLE AT 1107 _ 1146 L1� -0024'07.65"CD 0 CENTER 1 4 CENTER 1/4 CORNER 1102� 1100 m 11 CORNER / a I SECTION 15 fft I Q w �) SECTION 16 w� ��N 1 -I rn - _QzN 51, o � vin . �(� / / WEST LINE OF Cr ;� � Co o o �., 04 v n j �_ PARCELS 1,2 3 m Q z a`no z_D_ MoLn i' �I -r° ��°9 m l/V °9 s° o .m. / / �� R.S. 35/42 Z d [M . o ° 4��19170-9 3 cl-p0 N88°16'13"W N88°14'44"W � 1F, CD N W (1293.56' R8) (1293.57' R8) j ' oN 1293.15' - 1293.58' - ESTABLISHED I SHED BY °c? $° � j ° �j ° � 31,42 � I ' CONTINUOUS GLOBAL LEGEND _ SINGLE PROPORTION `L �� / o r; POSITION STATION P584. 1144 oW 1147 � BASED ON R8 1��p j /°�° ��Q�� M N1 ' • SEE SURVEYOR'S NOTE 2 o ��^I o I FOR COORDINATES C.F.R. CALC'D FROM RECORD - �' 00 CENTERLINE N o°�° Z ^ 1t4s �� `�'� ��°° / / °O CR CORNER RECORD N I D�0 / nn o w � / / ' ' ' L� 1 UVu° ° �? Il ctiJ�O�ctiJc� IP IRON PIPE °�° C���//�l% Z Co N.�I // o I REF REFERENCE M i so z M / z z R/W RIGHT OF WAY 1 N86° 35' 04"E N86 ° 35' 04"E rn "' � `fl / ' 15.63 ZIE 1 (1848.93' R10) 1118 N87°38'19"W o �1 N87°38'11"W "'I / 'GROUND'' 9g 52 > (1535.0' R18) I (775.93' R10)CFR (1841.42' R18) SEC. SECTION 1141 1261.58 R8) z v (1261.59' Rs) / .56'3g"w 10,1Dr• 9g14 (1533.63' R10) ��B48-17' (1848.11' R3)S. F. N. SEARCHED FOUND NOTHING, 12s t . s t ' N�6 (1535' R17) 775,98'- -��- - 1261.55' / 1534.40 1307.22' 1115 1116 �2 SET NOTHING (1307.26' R8) 1108 1149 - N88°03'12"W 2659.02' (2659.85' R18) 1135 1117 R&M RECORD AND MEASURED Ns7°3s' N SURVEYOR'S NOTES: SHEET I OF 5 SHEETS p,` LAND N0. 8488 \TFOF CAUF��� 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, CCS 83, ZONE 6, AS DETERMINED LOCALLY BY THE LINE BETWEEN CORS STATIONS P584 AND SNOG, (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 2O10.00) AS SHOWN ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA SHEETS BEING:NORTH 40023'34" EAST. 2. COORDINATES AS SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 6 (EPOCH 2O10.00); BASED LOCALLY UPON THE FOLLOWING CONTINUOUS GPS CONTROL STATIONS AS PUBLISHED BY THE NATIONAL GEODETIC SURVEY: CRFP N. 2,322,764.41 E. 6,304,245.76 HMTG N. 2,202,100.84 E. 6,333,122.83 MLFP N. 2,279,468.18 E. 6,237,668.04 P584 N. 2,269,135.97 E. 6,348,737.99 SNOG N. 2,320,769.92 E. 6,392,670.77 WWMT N. 2,291,478.06 E. 6,439,196.83 3. COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY FOOT. 23 W ��� rn� �� 1107 _ C) I N86°33'36°E I ELECTRIC TRANSMISSION ( ( 4. DISTANCES SHOWN HEREON ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. INDICATES SHEET NUMBER 1275.59' 1 w I �� 1 3 i 417.19 CONTROL LINE PER R7 21 R7�� GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY (417.30' R10) 1163 _�B34• N88°22' 11 "W _� oMo o �oo`� 1 / g34.24' I A COMBINATION FACTOR OF 0.9998878329. S.C.E. SOUTHERN CALIFORNIA o I 1 0 0° g ED I SON CO. vI o o N N 1 ' Z I°� ° 0 1162 0 / (1901 •p4 s / / 17 / 1- -I 5. CALCULATIONS FROM GRID TO GROUND VALUES AND CONVERGENCE ANGLE _ FOR THIS SURVEY WERE MADE AT POINT 1 t o7 WITH COORDINATES OF 1289.78 1289.75 ! . w - / �- / SEE DETAIL "C" BELOW I N: 2,273,019.19 N89 ° 05' 07"W 2579.53 - 1161 / E: 6,339,614.38 NOTE jjj I N 16 Rom- -- - N1 1 � o 1614.9a 161/ ce USING AN ELEVATION OF 2414.72 (NAVD88). SEE SHEET 2 FOR MONUMENT NOTES. W - - 1 rn N - I 1118 Lo SEE SHEET 5 FOR MAP AND DEED REFERENCES. 0 T � �t160 156p.9.1 R ! L N CENTER 1 /4 CORNER N 1 o01 N z 1159 R7 156)1 R7` I 1 I �' SEC. 21 z 1 1 - 13g3.5� 31' 130p2 v 3 I 13g3 70 _ 4- E (87°02'53" R10) R & M 1303 (2641.09R10) 128 I ' rn?31s.732852.97' (2852.67' R15) 1318.73N884620W 1 N 2641.13' N89°31'47"E 5490.44' (5490.39' R15) 1164 1215182 R7� / 2228.47' t124 o z / �1215 L 367.48' 3 w ,n 1 �� / 1130 SEE DETAIL "B" BELOW - - , o oo I 0 / o o / / N CA1 IFORN A( PER ( Ir r- o / ao �.,CD DINER I OF W S.C.E. ELECTRIC TRANSMISSION LINE i o 13 Rli `�, N I 50 ZSON RIGN 00 RIGHTS OF WAY CONTROL LINE PER / o o 26 �44g3 / iz M D6 I N76 30 p3I R7. HELD THIS LINE TO ESTABLISH / 104 1165 �� 44g3 / v 1 / 8 1159 THE NORTH AND SOUTH LINES OF THE S.C.E PARCEL PER D6. �� o SEE SURVEYORS NOTE 11, RIGHT. _ / / / ctOv 'I�(jf 2.57' ..� SaCD CN COUNTY SURVEYOR'S NOTE La1 Z ( °3o,p3i13031' / _ _ o THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING N �„ �° �0 1� 1130 EAST 1j4 CORNER 1 / r, ,ul r,l z OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY _ SEC. - / _ 0 1 IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, ;EM Iz DETAIL " B " 1 N�6 30 p3"E DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE v I �� NOT TO SCALE 1 I Q GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE 1125 r o MAY NOT BE BUILDABLE PARCEL(S). N89°43'35"W 2771.15' (2770.35' R15) I SURVEY REFERENCE LINE DETAILL n C» o (� DESCRIBED IN D6 NOT TO SCALE JN: 190206 NOT ACCEPTED • INDICATES FOUND MONUMENTS AS NOTED. 0 DENOTES PUBLISHED LOCATION OF CSRC GPS C.O.R.S. STATION. 6, o INDICATES CALCULATED GRID DISTANCES AND BEARINGS BASED ON CALIFORNIA COORDINATE SYSTEM OF 1983 (EPOCH 2O10.00), AS SHOWN HEREON. 7. NO MONUMENTS WERE SET WITH THIS SURVEY 8. SEE SHEET 2 FOR MONUMENT NOTES AND BOUNDARY ESTABLISHMENT NOTES 9. SEE SHEET 4 FOR BOUNDARY ESTABLISHMENT NOTES 10. SEE SHEET 5 FOR MAP AND DEED REFERENCES 11. THE SURVEYED CONTROL LINE (REFERENCE LINE) SHOWN HEREON WAS ESTABLISHED BASED ON FOUND MONUMENTS BETWEEN MONUMENTS 1165 AND 1163. ALL MONUMENTS WERE FOUND TO BE IN ALIGNMENT AND CONSISTENT WITH THE INTENDED ESTABLISHMENT OF SAID REFERENCE LINE. THE DISTANCE OF 619.57 FEET, AS CALLED OUT IN DEED (D6), DOES NOT ALIGN WITH THE MONUMENTED CONTROL LINE AS SHOWN ON RECORD OF SURVEY (R7). FOR THE PURPOSES OF THIS SURVEY, THE MONUMENTED CONTROL LINE WAS ACCEPTED AS THE BASIS OF MEASUREMENT INSTEAD OF THE DEED DISTANCE CALL OF 619.57 FEET FROM D6. SECTIONS 15, 16, 21, AND 22, T.3S., R.1W., S.B.M. RIVCO 25-0119 of�gi�1� ao�5 MONUMENT NOTES: ® INDICATES FOUND MONUMENT F1-16-01 FOUND 1" IRON PIPE WITH PLASTIC PLUG, TAGGED "R.C.E. 12116" DOWN 0.8' PER R1, R5 AND R14 ACCEPTED AS 1/4 CORNER COMMON TO SECTIONS 14 & 15 1102 FOUND 1" IRON PIPE TAGGED "L.S. 1433" DOWN 1.4' ACCEPTED AS CENTER 1/4 CORNER OF SECTION 15 PER R1, R18,_& R19 1103 FOUND 1" IRON PIPE TAGGED "L.S. 1433" DOWN 0.8', ACCEPTED AS CORNER COMMON TO SECTIONS 9, 10 15, & 16 PER R13 AND R19 1104 FOUND NAIL TAGGED "L.S. 1433" IN CONCRETE PER R1 AND R5 1105 FOUND 1" SQUARE STEEL AXLE, NO TAG, DOWN 0.3', PER R1 AND R5 1106 FOUND 1" IRON PIPE TAGGED "L.S. 7083" FLUSH PER R5 1107 FOUND 3" BRASS DISK TAGGED "L.S. 4311, SEC. 15, 16, 21, & 22" WITH CROSS DOWN 1.0', ACCEPTED AS CORNER COMMON TO SECTIONS 15, 16, 21, & 22 PER R7 & R10 1108 FOUND 1" IRON PIPE WITH 1-3/8"BRASS DISK STAMPED "RIV. CO. SURV. 1/4 16/21" UP 0.7' ACCEPTED AS CORNER COMMON TO SECTIONS 16 & 21 PER R8, R13 AND R15 1110 FOUND 1" IRON PIPE WITH TAG TAGGED "L.S. 3442" FLUSH ACCEPTED AS CENTER 1/4 CORNER OF SECTION 16 PER R8, R13 AND R14 1113 FOUND 1" SQUARE WAGON AXLE DOWN 1.5', ACCEPTED AS NORTH 1/4 CORNER SECTION 16 PER R11, R13, R14 1115 FOUND 3" BRASS DISK TAGGED "L.S.4311 SEC.15 & 22" FLUSH, ACCEPTED AS 1/4 CORNER COMMON TO SECTIONS 15 & 22, PER R10 1116 FOUND 1" IRON PIPE NO TAG UP 0.9' ACCEPTED AS S.E. CORNER OF SECTION 15 PER R3 AND R18 1117 FOUND 1" IRON PIPE TAGGED "L.S. 1433" UP 0.3', PER R10. ACCEPTED AS N.E. CORNER OF GOVERNMENT LOT 3, SEC.22 PER R10 1118 FOUND 3/4" IRON PIPE TAGGED "L.S. 1433" UP 0.8', ACCEPTED AS N.E. CORNER SECTION 22, PER R10 & R18 1119 FOUND 3" BRASS DISK TAGGED "L.S. 4311, SEC. 21, 22, 27 & 28" WITH PUNCHMARK UP 1.5', ACCEPTED AS CORNER COMMON TO SECTIONS 21, 22, 27 & 28 PER R10 1124 FOUND 3" BRASS DISK TAGGED "L.S. 4311 CNT. 1/4 SEC. 22" WITH CROSS, UP 0.5', ACCEPTED AS CENTER 1/4 CORNER SECTION 22 PER R10 1125 FOUND 1" BRASS DISK TAGGED "RIV. CO. SURV.1/4 COR 21/28" WITH PUNCHMARK, UP 0.7', ACCEPTED AS 1/4 CORNER COMMON TO SECTIONS 21 & 28 PER R15 IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A PORTION OF SECTIONS 15,16, 21, AND 22 OF TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN KEVIN R. HILLS, P.L.S. 6617 Cm= DATE OF SURVEY: OCTOBER, 2023 I N T E R N A T 1 0 N A L MONUMENT NOTES (CONTINUED 1128 FOUND 1" BRASS DISK TAGGED "RIV. CO. SURV.1/4 COR 20/21"WITH PUNCHMARK UP 0.7' ACCEPTED AS 1/4 CORNER COMMON TO SECTIONS 20 & 21 PER R15 1129 FOUND 1" IRON PIPE WITH BRASS DISK WITH PUNCHMARK UP 0.7' TAGGED "RIV.CO.SURV. NE. COR S 1/2 SW 1/4 SEC. 21" PER R15 1130 FOUND 1" IRON PIPE WITH BRASS DISK TAGGED "RIV. CO . SURV. 1/4 21/22" UP 0.4'PER R10, R15 AND R7 1133 1144 N88°50'55"W 1110 (1325.68' R8) � 1325.45' CENTER 1/4 CORNER FOUND GEAR SPIKE AND WASHER TAGGED "L.S. 6654", FLUSH, IN LIEU OF 3/4" IRON PIPE, NO TAG, DOWN 0.55' PER 1. ACCEPTED AS CENTER EAST 1/16TH CORNER OF SECTION 15, PER R1 &R4 FOUND 3/4" IRON PIPE TAGGED "L.S. 1433" PER R10 AND R18 FOUND 1" IRON PIPE TAGGED "L.S. 6054" FLUSH PER R8 FOUND 1" IRON PIPE TAGGED "L.S. 6054" FLUSH PER R8 1146 1146 FOUND 1" IRON PIPE WITH PLASTIC PLUG TAGGED "L.S. 4343" FLUSH, NO REFERENCE. ACCEPTED AS NORTH 1/16 CORNER OF SECTION. 16, PER R8 AND R9 N 1147 FOUND 1" IRON PIPE TAGGED "L.S. 6054" FLUSH PER R8, UP 0.4' v 1148 FOUND 1" IRON PIPE TAGGED "L.S. 6054" FLUSH PER R8, DOWN 0.2' 1149 FOUND 1" IRON PIPE TAGGED "L.S. 6054" DOWN 0.2', ACCEPTED AS NORTH 1/16 CORNER OF SECTION 21, PER R8 N 1159 FOUND 2" IRON PIPE FILLED WITH CONCRETE, WITH A SOUTHERN CALIFORNIA EDISON BRASS CAP, TAGGED "L.S. 4425" UP 0.2' PER R7 z 1160 FOUND 1" IRON PIPE TAGGED "L.S. 4425" PER R7, UP 0.2' 1161 FOUND 1" IRON PIPE TAGGED "L.S. 4425" PER R7, DOWN 0.3' Fl-16-21 FOUND 1" IRON PIPE TAGGED "L.S. 4425" PER R7, UP 0.2' 1163 FOUND 1" IRON PIPE TAGGED "L.S. 4425" FLUSH PER R7 1164 FOUND 3" BRASS DISK TAGGED "L.S. 4425" FLUSH IN ROCK OUTCROPPING, IN LIEU OF 2" IRON PIPE FILLED WITH CONCRETE, WITH A SOUTHERN CALIFORNIA EDISON BRASS CAP, TAGGED "L.S. 4425" PER R7 1165 FOUND 2" IRON PIPE WITH BRASS CAP TAGGED "SO. CAL. EDISON L.S. 4425", UP 0.7' PER R7 1206 FOUND 1" IRON PIPE TAGGED "R.C.E. 8591" UP 0.3' PER R1 AND R5 1207 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, DOWN 0.3' IN DIRT 1208 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, DOWN 1.5' IN DIRT 1209 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, UP 0.5' IN DIRT 1210 FOUND 1" IRON PIPE TAGGED "L.S. 4311", UP 0.2' IN DIRT, PER R10 F12-1-11 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, UP 0.4' IN DIRT, LEANING. NOT ACCEPTED. SOUTH 57037'57" WEST 0.39' 1212 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, UP 0.1' IN DIRT 1213 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, UP 0.4' IN DIRT, LEANING. ACCEPTED AS POINT ON EASTERLY PROPERTY LINE. SOUTH 00°21'31" WEST 0.25' N88°16'13"W (1293.56' R8) 1293.15= 1144 N88°50'15"W 1326.05' (1325.69' R8 SHEET 2 OF 5 SHEETS 200- 1.00 0 200 400 600 SCALE: 1"=200' sp-c . Is I Sm 1/4 CORNER N89°19'43"W 2634.07' 1102 _ 480.32'_ _ n 276.00' D9 J � i ©� �709 CENTER 1/4 CORNER O� SOUTHERLY LINE OF GRANT DEED TO D. o ,- RAGE �3go 0 CHARLES MCIVER, RECORDED JULY 8, 1913 o N o a to IN BOOK 361, PAGE 229, O.R., HAS NOT N o oam° • BEEN PREVIOUSLY MONUMENTED OR SURVEYED Z 0 N88°50'15"W AND IS ESTABLISHED BY THE CALL IN SAID 276.00' D9 C� �ji DEED, BEING THE NORTHERLY 15 ACRES OF 245.99' D GOVERNMENT LOT 4, SEC. 16, T.3S., ' R.1W., S.B.M., HELD PARALLEL WITH THE -� 30.01' NORTH LINE OF SAID GOVERNMENT LOT 4 �_ CALIFORNIA AVENUE Vd �_ 00 DEED TO THE COUNTY OF ' N Cl v RIVERSIDE RECORDED Q O (D N OCTOBER 19, 1949 IN BOOK p 30' 1116, PAGE 203, O.R. N88°50'15"W 1315.51' 1285.18' 11 C ,_-- QOMo [SOOT 4 --------- C \ �i Qti\ o �Pa W \ N 30 , 05 o I \ ki N� / N88°50'15"W Ole 1315.51 Q O N I 1285 18' � co 00w o zw �/ N F ° 30.01 I o ! °©�N�?o� D�O2� ���� R21 ��� ` = cwn Z I ���o� ' 0.32' o �N Z �9 Q /off N60°15'14"W Q� 00 \ �� ^ / ^� o vo 14.04' I R21 I`` I ` I w o J JCD / S — SEE SHEET 3 — co �• Q `� w / NOT TO SCALE Al C A�r -T- A 1 _ N88°14'44"W 1293.58' (1293.57' R8) r`' 712.55 (712.54' R21) 1147 P, — � ti� � /TO SOUTH EAST 1/16 r ) CORNER, SECTION 6 w _ 315.76' W 265.27' 17.78' / (297.77'R21) Ld ., w �oti'ryh ao ! 'leF Sy FFT � 1214 FOUND 1" IRON PIPE TAGGED "L.S. 4311" PER R10, UP 0.4' IN DIRT A 190206 TIE LINE FROM THE 1/4 WEST LINE qD2) CORNER COMMON TO SECTIONS SECTION 15 15 AND 16 TO POINT OF 63.07' (62.62' R21)BEGINNING PER D1. lip(� NO2°27'42"E � , o I Q . _o o LINE TABLE I 3 r I � N0. BEARING LENGTH L1 N 35*55'18" W 18.39' D1 a, o 0 CD Ico•J � N72°24'38"E(R) R=470.00' EXISTING STATE----% o. RIGHT-OF-WAY , I o.- N89°48'42"E (RAD) R=230.00' - 15.34' (11.20' R21) 00 I ti60. C16 11 >> w / g �96,3lY J / (96 63:R '� (p1)• N71°56'32"E (RAD) R=230.00' N 2�1 8.06' (8.62' R21) N64°38'14"E (RAD) R=470.00' N74°51'09"E (RAD) R=230.00' N63° 11 ' 58"END) R=470.00' N l I ma's \�6� N35°55' 18"W �`, 18.39' (19.12' R21) CONVEYED TO THE COUNTY OF RIVERSIDE PER D2 � �h� O �ti`1 0- 000 "o_ r' �- CENTERLINE `p'oo PER D1 & R20 J MI 00 ) t W C, ' L � o �, 3 o G 0 Z �` Z N -4 N N U' ( I Zo ESTABLISHED BY SINGLE PROPORTION r, � ie `s G o m j o N55°44'03"W 10.00' ao, 2p, N84°51'48"W (R) 40.00' N55°44'03"W (R) 10.00' DETAIL"D" SCALE: 1" = 80' w o N C) z IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A PORTION OF SECTIONS 15,16, 21, AND 22 OF TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN KEVIN R. HILLS, P.L.S. 6617 INTERNATIONAL DATE OF SURVEY: OCTOBER, 2023 200 100 0 200 400 600 SCALE: 1"=200' I I MEQ I(S I ���o is 1/4 CORNER - 480.32'- - ESTABLISHED BY RECORD DISTANCE OF 2153.75' FROM THE CENTER 1/4 _ CORNER OF SEC. 15 PER R3 I � Ati p� I o }ti 4 ��. co I 3 ,co 4v N � �N TIE LINE FROM THE Z / 1/4 CORNER COMMON TO SECTIONS 15 AND co 00 / 16 TO POINT OF oo l BEGINNING PER D1. 4 ESTABLISHED BY INERSECTION J _ NO2°27'42"E 63.07' PD 96 � I I I SFF-03 sy� N88°14'44"W `� 00 Lo Cl ro 1147� 1293.58' "� 71 - - - 315.76' - t 265.27' 297.98' �1 17.78' (297.77'R21) I ui w N N a- LLJ h p I N W (D Z I MI c -) ��� ' (Morro Lo'r 5 I M� LEI Lo SEE DETAIL "D" TO THE LEFT oW / R/W OF S.R. 79 WAS `* / ESTABLISHED USING �� o COMPUTED GROUND DISTANCES BASED ON THE RECORD GRID z DISTANCE AND CONVERSION FACTOR SHOWN IN THE CALTRANS R/W MAPS AND DEEDS REFERENCED HEREON �o 1107 - SEE SHEET 4 - N89°19'43"W 2634.07' (2635.68' R18) 2153.75' D3 S. 115 7 ps(r o pal asso NO. DELTA RADIUS LENGTH Cl 76°19'00" 70.00' 93.24' C2 29°07'45" 180.00' 91.51' C3 29°07'45" 130.00' 66.09' C4 29°07'45" 120.00' 61.01' C5 17*51'50" 220.00' 68.59' (17°20'25") (219.54') (66.45' C6 01*26'16" 470.00' 11.79' H.S. MISS R21 (01°30'10") (470.00') (12.33') R21 C11 35°44'00" 250.00' 155.92' D1 C12 23°00'00" 300.00' 120.43' D1 C13 76°19'00" 100.00' 133.16' D1 C14 58°15'30" 150.00' 152.52' D1 C15 14-31-14"" 5.5U.UU 134.32 (14"29'48") (530.00') 134.10') R21 C16 14°57'33" 230.00' 60.50' 14"19'54") (229.54') (57.42' R21 C17 20°03'04" 470.00' 164.48' (14°19'54") (470.00') 164.30' R21 00 In op 8-0215 -03`l-1log(o SHEET 3 OF 5 SHEETS 0 0 N w J Q CENTER OF SECTION 15 u SECTIONS 15, 16, 21, AND 22, T.3S., R. M , S.B.M. rn 0 N w cn 00 z JN: 190206 m a m z m 9 Ln m.T) m� [D �(00 Z7 m�;)on _ O ZS(n Om _N O zr-�nzo c0 z �rzimrii�W cnl coo m L m N EXISTING STATE N RIGHT-OF-WAY I I Z 00 J J � m J c 0 cry N N c00 00 J O Coco(0oo n -A -0 fJ w � O m rn rn cn r C a CA rnrnwcn� - c,.i cn cn -P. 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