Loading...
rs158_096V) LLJZ Q 0 z0 WW V) Vi �w LL. 0 0 t W H z� `tea ■ Lo � Lel 00 U-) L0w o 0 z z GRANT OF RIGHT OF WAY IN FAVOR OF THE CITY OF BANNING RECORDED MAY 309, 2018 INSTRUMENT NO. 2018-0219574 O.R. S.F.N. SET NOTHIN •-• WEST LINE LOT w - w� 44 PER (R3) CK) o N .:'�' 0 N `� csi 0 14 LOT 43 z Ooro VIIIMN z N89.40'08"W 489.00' S.F. N. (N89040"06"E 489.00' R7) SET NOTHING (N89.40106"W 2164.30' R3)44 PER (R3} NORTH LINE LOT N89'40'08"W 2164.29`000� - APN 532-030-008 LOT 44 (N89'54'E 2649.24' R4) N89.40'08"W 2650.30' N89.40'08"W 2161.30' (N89.40'06"W 2161.30' R3) IN THE CITY OF BANNING, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A PORTION OF SECTIONS 1, 2, 11 AND 12, TOWNSHIP 3 SOUTH, RANGE 1 EAST, SAN BERNARDINO MERIDIAN RICHARD S FURLONG P.L.S. 8422 APRIL 2021 /S.F.N. SET NOTHING NORTH LINE LOT` 45 PER (R3) w w � SECTION 2 toN DEED RECORDED MAY 30, 2018 Lo 't DOCUMENT NO. 2018-0219571 O.R. 0 Z� NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 11 SURVEYOR'S NOTES (R1) - INDICATES RECORD DATA PER R.S. 79/19. (R2) - INDICATES RECORD DATA PER CALTRANS RIGHT OF WAY MAP N0. 204-290 AND 204-290A. (R3) - INDICATES RECORD DATA PER UNITED STATED BUREAU OF LAND MANAGEMENT SUPPLEMENTAL PLAT OF TOWNSHIP 3 SOUTH, RANGE 1 EAST FILED AUGUST 30, 2017. (R4) - INDICATES RECORD DATA PER UNITED STATED BUREAU OF LAND MANAGEMENT PLAT OF TOWNSHIP 3 SOUTH, RANGE 1 EAST DATED SEPTEMBER 24 1918. (RS) - INDICATES RECORD DATA PER UNITED STATED BUREAU OF LAND MANAGEMENT PLAT OF TOWNSHIP 3 SOUTH, RANGE 1 EAST DATED JANUARY 13, 1897. (R6) -INDICATES RECORD DATA PER DEED RECORDED OCTOBER 11, 1962 AS INSTRUMETN N0. 87046 O.R. S.F.N. -SEARCHED FOUND NOTHING USGLO S2 F11 FOUND IRON PIPE WITH 2 1/2" "USGLO BRASS DISK" UP 0.7' �/19»� ACCEPTED AS THE NORTH 1/4 CORNER OF SECTION 11 PER (R1) USGL R2 FOUND IRON PIPE WITH 2 1/4" "USGLO BRASS DISK" UP 0.2' SZS S;E ACCEPTED AS THE NORTHEAST CORNER OF SECTION 11 PER (R1) 511 S12 1917 R3 FOUND GRANITE STONE WITH 1/4 CHISELED ON WEST FACE WITH NAIL AND TAG RCE 23099 ACCEPTED AS THE EAST 1/4 CORNER OF SECTION 11 PER (R1) F41 FOUND 3/4" IRON PIPE WITH NAIL AND TAG PLS 7796 IN LIEU OF 1 1/4 DR IRON PIPE TAGGED L.S. 5128 UP 1.01 ACCEPTED AS THE CENTER 1/4 CORNER OF SECTION 11 PER (R1) FOUND 1 1/4" IRON PIPE WITH NAIL AND TAG PLS 7796 IN LIEU OF 1 1/4" IRON PIPE TAGGED L.S. 5128 UP 1.0' ACCEPTED AS AN ANGLE POINT ON THE NORTH LINE DEED RECORDED OCTOBER 11, 1961 AS INSTRUMENT N0. 87046 IN BOOK 29979, PAGE 542, OFFICIAL RECORDS AS SHOWN ON (R1) D FOUND 1 1/4" IRON PIPE WITH NAIL AND TAG PLS 7796 IN LIEU OF 1 1/4" IRON PIPE TAGGED L.S. 5128 FLUSH ACCEPTED AS AN ANGLE POINT ON THE NORTH LINE DEED RECORDED OCTOBER 11, 1961 AS INSTRUMENT N0. 8746 IN BOOK 29971, PAGE 542, OFFICIAL RECORDS AS SHOWN ON (R1) R7 FOUND 1 1/4" IRON PIPE WITH NAIL AND TAG PLS 7796 IN LIEU OF 1 1/4" IRON PIPE TAGGED L.S. 5128 FLUSH ACCEPTED AS AS AN ANGLE POINT ON THE NORTH LINE DEED RECORDED OCTOBER 11, 1961 AS INSTRUMENT N0. 87046 IN BOOK 2997, PAGE 542, OFFICIAL RECORDS AS SHOWN ON (R1) D FOUND 1 1/4" IRON PIPE WITH NAIL AND TAG PLS 7796 IN LIEU OF 1 1/4" IRON PIPE TAGGED L.S. 5128 FLUSH ACCEPTED AS AN ANGLE POINT ON THE NORTH LINE DEED RECORDED OCTOBER 11, 1961 AS INSTRUMENT N0. $7046 IN BOOK 2997. PAGE 542, OFFICIAL RECORDS AS SHOWN ON (R1) NORTHWEST QUARTER SECTION 11 NORTHEAST QUARTER SECTION 11 (N88.36'14"W 2168.22' R3) N88*36'10"W 2638.22' APN 532-030-009 LOT 45 N88'36'1O"W 2641.66' (N88'36'19"E 2141.72' R1) (N88.36'14"E 2141.66' R3) (N88'56'E 2141.32' R4) NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 11 SCALE 1= 300' FOUND 1 1/2" IRON PIPE WITH NAIL AND TAG PLS 7796 DOWN 0.4* NO REFERENCE ACCEPTED AS SOUTHEAST CORNER OF THE REMAINDER OF TRACT II PER (R3) AND A POINT THE NORTHERLY RIGHT OF WAY LINE OF INTERSTATE 10 AS SHOWN ON CALTRANS RIGHT OF WAY MAP N0. 204-291 USGL Rjo FOUND IRON PIPE WITH 2 1/2" "GLO BRASS DISK" DOWN 0.8' ACCEPTED T3S R1E AS THE NORTHWEST CORNER OF SECTION 11 PER CORNER RECORD 2009/215. S 1_S2 S10 S11 R11 FOUND 3/4" IRON PIPE WITH NAIL AND TAG PLS 3442 DOWN 0.6' ACCEPTED 1917 AS THE SOUTHWEST OF SECTION 11 PER R.S 66/7 AND P.M.B. 182/29-30. - N? APN 532-110-015 g6� in 2 �• , 01„ E. R 6� A752 %2 ^ Q � W Locn w� Loz to 0 r C-4� MOR w 0 O 0�0 o 0 i= DEED RECORDED MAY 30, 2018 0 z w DOCUMENT NO. 2018-0219571 O.R. Oo _r to c`V t� d .- w F- w 00 w © w0 o� 0 0 Z:>z It c*4 - ww RS 79/19 t. oz 0 z Z)a p•17' " ' 22 E 52.58 ,? i; c SECTION 11 SCALE 1= 300' FOUND 1 1/2" IRON PIPE WITH NAIL AND TAG PLS 7796 DOWN 0.4* NO REFERENCE ACCEPTED AS SOUTHEAST CORNER OF THE REMAINDER OF TRACT II PER (R3) AND A POINT THE NORTHERLY RIGHT OF WAY LINE OF INTERSTATE 10 AS SHOWN ON CALTRANS RIGHT OF WAY MAP N0. 204-291 USGL Rjo FOUND IRON PIPE WITH 2 1/2" "GLO BRASS DISK" DOWN 0.8' ACCEPTED T3S R1E AS THE NORTHWEST CORNER OF SECTION 11 PER CORNER RECORD 2009/215. S 1_S2 S10 S11 R11 FOUND 3/4" IRON PIPE WITH NAIL AND TAG PLS 3442 DOWN 0.6' ACCEPTED 1917 AS THE SOUTHWEST OF SECTION 11 PER R.S 66/7 AND P.M.B. 182/29-30. 8' No,041953 -� �� 3.2 , ��} r t4-19 � „E 6� 3.28 R6� VA7 9.41 o3 13.18 RZ (, .41' 34 E 6 (N88*36D14`tE 107.02' R3) N88036`1 0"W 107.02' S.F.N. SET NOTHING -- EAST LINE LOT 62 PER (R3) LND SEE DETAIL i LOT 63 4--R!m wi-Im S.F.N. SET NOTHING SECTION 1 0'17'22"E 279.81' (N 00'1718 E R31 (270.81' R3) r AST LINE LOT r 63 PER (R3) i r nj I SECTION 12 LOT 2o"I - N? g6� _ 2 �• , 01„ E. R 6� A752 %2 �,. N? �' t t 50.0 � W Locn r• N00 N w 00 oW to 0 r C-4� _ N 0- O zz .. a� 8' No,041953 -� �� 3.2 , ��} r t4-19 � „E 6� 3.28 R6� VA7 9.41 o3 13.18 RZ (, .41' 34 E 6 (N88*36D14`tE 107.02' R3) N88036`1 0"W 107.02' S.F.N. SET NOTHING -- EAST LINE LOT 62 PER (R3) LND SEE DETAIL i LOT 63 4--R!m wi-Im S.F.N. SET NOTHING SECTION 1 0'17'22"E 279.81' (N 00'1718 E R31 (270.81' R3) r AST LINE LOT r 63 PER (R3) i r nj I SECTION 12 LOT 2o"I SECTION 1 _ EAST LINE LOT � 21 PER (R3} oi ct to r ^_ _ N LOT 62 O 00 00�j/�j a� o w of c; co 03 00 00 _ N L �- r-- W (107.00' R3) c`V t� d WCq N 89'47' 13"E 00 V_ 00 107.00' o� Neer} S.F.N. SET NOTHING Z:>z -Lo O 'o Z 0 - 0 o z 107.00' p•17' " ' 22 E 52.58 S.F.N. SET NOTHING • " (N89 47 09 E R3) EAST LINE LOT (107.00' R3) 22 PER (R3) ` AL No bo 2 �.- Cc 0 g S.F.N. SET NOTHING 0'03'32"E 19.80' SECTION 11 ^ N N71003'26"E 38.35' (N71'02'20"E 38.56' R1) (N70'44'11"E 38.55' R2) •�' p,�,��NG „ 8og'S4 t $o g .3, � •�a A 5 Ft2� N-1 2: 3 R2i F' ) � X09.2 THIS SURVEY WAS PERFORMED PER ALTA/NSPS SURVEY REQUIREMENTS AT THE REQUEST OF LLOYD L. FIELD IN ACCORDANCE WITH SECTION 8762 OF THE PROFESSIONAL LAND SURVEYORS' ACT. COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 F THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF /9(JGs 2022. DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488 EXP. 12-31-2022 LAND Mcg CL N0. 8488 T' T, �lgTf O��j SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 11 N89'11'41 "W 2671.02' (N89011'49"W 2670.98' R1) in a� - N z rn ': 0 a; o ZV Ln 10 w.- � N LL_o rn N w 0 °� 0 0 w� . o z� o Ja z u �cy V) w SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER ICY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SUR EYORS' ACT, AT THE REQUEST OF LLOYD IELDS RI 2021 8w-5o*zzd RICHARD S. FURLONG, P.L.S. 8422 DATE ���Q S • F(/� GAG N0. 8422 \TF OF Cn% D31 1 24` k( WNN SHEET i OF 1 RECORDER'S STATEMENT FILED THIS O}� _DAY..QFNCA%te.201Z AT 2� � IN BOOK lS� RECORD OF SURVEY, AT PAGE al! ,AT THE REQUEST OF THE COUNTY SURVEYOR, No. tOZZ" D317 2K I FEE 4!� - t PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: lJ`,DEPUTY *„tom N89.40'08"W 1 N. 2.283,50 .974 E. 6,379,50 .950 10 N: 2,283,519.221 E: 6,376,856.730 ire o %ga t z f� 0 � ti CONVERGENCE ANGLE ` AT POINTEI] DSSC_SCGN_CS1998 =-0.19'48.ODD N: 2,210,771.47 E: 6,421,179.06 S.F.N. _"`-N71.03'26"E 252.65' SET NOTHING (N71002'58"E R3) (252.73' R3) -N71'03'26"E 113.16' (N71'02'58"E 113.17' R3) ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCE, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY THE COMBINATION FACTOR OF 0.99990187 CALCULATIONS ARE MADE AT POINT 1 N: 2,283,503.974 E: 6,379,506.950 BASIS OF BEARINGS CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 6 TAKEN BETWEEN NATIONAL GEODETIC SURVEY CONTROL CORS REFERENCE STATION DESIGNATION "DSSC_SCGN_CS1998 CORS ARP" PID "DN5633" AND "POTREROCRKCS2004 CORS ARP" PID "DG9740". BEING N51'08'32"E NAD 83 EPOCH 2010 SECTION 2 SECTION 1 a^ _ cr J � 00 1 Z :3 N D LOT 45 LOT 62 w N a� ac,4w w (N89047'09"E R3 N co i� (107.00' R3) Q N 89'47' 13"E z o S.F.N. SET NOTHING 107.00' z N001 7`22"E 16.50' S.F.N. SET NOTHING " (N00'1718 E 16.50 R3) 107.00' p•17' " ' 22 E 52.58 S.F.N. SET NOTHING • " (N89 47 09 E R3) , (NO0017 18 E 52.58 R3) (107.00' R3) AL LOT 63 AST LINE LOT 63 PER R3 ( } 2 LOT 20 S.F.N. SET NOTHING 0'03'32"E 19.80' SECTION 11 ^ N LOT 21 (NOO'03'26"E 19.80' R3) N cq 0 ^ Jam' N i _ SECTION 12 000 0p� UJ �.Wi;� � owe WWN F-� WNL - w - Pr3 in .- N N-} 04 0n < WN Qd- 0 00 o`•��© o0 v ZZZ �v Z DETAIL "A" NOT TO SCALE RIV CO 21-223