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rs167_0482025 - 03q %-* 71 r i 00 n 0�.k f 6UkVEYOR'S NOTE,. ( ) RECORD DATA AS NOTED (R1) INDICATES RECORD DATA SHOWN ON CABAZON RANCHO SUBDIVISION N0. 4, M.B. 22/96 (R2) INDICATES RECORD DATA SHOWN ON CABAZON RANCHO SUBDIVISION N0. 1, M.B. 8/6 (R3) INDICATES RECORD DATA SHOWN ON RECORD OF SURVEY 157/37 (R4)INDICATES RECORD DATA SHOWN ON CORNER RECORD 3/395 (R5) INDICATES RECORD DATA SHOWN ON M.B. 44/88-89 (R6) INDICATES RECORD DATA SHOWN ON P.M. 86/99 LEGEND. - - CSRC STATION AS NOTED • - FOUND MONUMENT AS NOTED IN THE UNINCORPORATED TERRITORY OF THE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF, SURVEY LAYING WITHIN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 2 EAST, SAN BERNARDINO MERIDIAN, BEING A PORTION OF LOTS 7 AND 8, AND AS DESCRIBED IN GRANT DEED RECORDED SEPTEMBER 21, 1948 AS DOCUMENT NO. 241129, INSTRUMENT NO. 19788 IN BOOK 1012, PAGE 215 AND A PORTION OF LOT 9 IN GRANT DEED RECORDED FEBRUARY 251 1999 AS DOCUMENT NO. 073149 FILED IN THE OFFICE OF THE COUNTY RECORDER, O - INDICATES SET 1• IRON Piae w/ eRnss me "PLS psos COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 8233", DOWN 0.7, UNLESS NOTED OTHERWISE N: 29330,917.43' PSOMAS sFN — SEARCHED FOUND NorHwc E: 6,366,970.72' SEAN M. SMITH, PLS 8233 MAY 2022 P585 CF - CALCULATED FROMN*- 29314j671.99' '---- N877247 W 106325.91 E: 6,472,048.23' BASIS OF BEARINGS: �C ��� � (GRID) — =ry r 0 0 z z o v c� Lu Q 0 u1 CD 80' 40' 0' 80' 16 0' GRAPHIC SCALE �\ \'53200 -''"/ \ SCALE: 1" = 80' THE COORDINATES SHOWN HEREON ARE BASED UPON THE \ 153,, / \ CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, \ ��,\E 6 " / CONVERGENCE ANGLE 4 _ —00.17 37.171» (EPOCH 2O17.50) IN ACCORDANCE WITH THE CALIFORNIA `\ 392� // `� AT POINT 22061303 PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID \ 06 ` Rip PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE COORDINATES ARE BASED LOCALLY UPON FIELD -OBSERVED \ �, � --' � RESOURCE CODE(LAPLACE CORRECTION NOT APPLIED t NETWORK, OR EQUIVALENT STATIONS: 1, Q'`,' \ STAMPED "LS 4311 ", NO s ` REF, 8.85' WEST OF 1 g •6� (0-,�` _ POSITION,NOT ACCEPTED. `\ ' 22061303 ��, ` c� N• Ell3g8, _ N: 2 276 741.55' _ �_L�4 RAMONA DRIVE,`-_'"E: 6 399 893.11' ��� , �R�o> _ sFN p,IN _SCR— \ � cp �t 826�9 ` INTERSECTION OF A LINE BETWEEN .3g 1 E cis`\ SET1" IP WITH THE NW CORNER OF LOT 78 AND A / ----- \ FD 1--1 /2 IP OPEN, DOWN N6? �' \ _ _ _ RAILROAD SIGHT OF WAIF TAG STAMPED PSOMAS FOUND MONUMENT AT THE CL OF 0.4 IN AC, ACCEPTED AS NW ,`_-' o�\ BONITA AVENUE WITH THE EAST LINE � / SFN COR LOT 78 PER R1, SET ,,- �\\ CONTROL DN. 0.2 OF LOT 90. ----- ��- BRASS TAG "PLS 8233". S89'S7'52"E 2205.75'(S89-571W R1 � ` � _ _ � ) �v 911 18 W 1222.29____-- _S88 54 SFN --- _ ----- _ -- �1320.28' (1320.68' CF R1)-------- 2 BONITA AVENUE — — — -------_ - - - --- _ - _ -- o R/W / 885.47 (885.411CF R } // ( w 1255.27' (1255.67' CF R1) / , w Li cn / I ` T 935.06(935.271CF R 1 �� 179.96'(180' CF R 1 140.25 T w FD SPIKE & WASHERr/ (140.401 CF R1) / STAMPED RCE 26401 1 IN AC. ACCEPTED (R=25-00' R=25.00' / U) DOWN 0. w°„ AS CL INTERSECTION OF I Q =90 01 30=9p'02 39 , /f Q RAFAEL STREET AND BONITA ' �- p\� L=39.28 R 1) L=39.29 // I AVENUE PER R4. j < Y I 1 0 �- \ / O C) �\\ I (P.U.E.) w `\ 179.96' (180- CF R 1) // If— /Li-/ � 935.05 (935.25'CF R1) - -}--- I -- - -------------------- --- ------- / w o U / w /^1 " � `� S89'S6'S7"E 1115.01' (S89*57'W 1115.25' CF R 1) ` ---- +------- -I It ---------------------- -- o // z \ 101, SEE DETAIL A oo /! �-- o o04 (P.U.E.) HEREON o i to I o o Cq of �s \ N of 1 w U V '/ ) \ \ 3, w O 1,41j / CL ✓ f V C v \ ` 619 96' `\ 't o � o /,>; cn o �/ CO\ / �O / i W oC) �(�' cn rn // N / �-- 40' oo C) FD 1 2" REBAR WITH PUNCH MARK ` T;40 01 T_ / // i STATION NORTHING FASTING ELEVATION ELLIPSOID HEIGHT MAPPING ANGLE COMBINED SCALE FACTOR 22061303 2276703.64 6399529.68 1775.21 1314.1-0°17'37.171 " 0.999925319 cn 0) 00) N � N m Liam SHEET 1 OF 1 SHEET RECORDER'S 3TN TEMEN T FILED THIS 2-4� DAY OF btMA 20 AT I1.I1 ptM. IN BOOK Ral OF RECORDS OF SURVEY, AT PAGE H� AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2015 - 0398111 FEE *q PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER BY: DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8 6 OF THE PRO ESSIONAL LAND SURVEYORS' ACT THIS DAY OFOFG 2028 DAVID L MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 FD 1 /2" REBAR WITH PUNCH MARK, PER R1, DOWN 1.2' IN DIRT, HELD FOR LINE BETWEEN LOTS 7 AND 89 0.63' SOUTH OF ROW. FD 1" IP WITH TAG STAMPED "RCE 1311 ", DESTROYED, NO REFERENCE, -� ESTABLISHED BY PROPORTION - CD BETWEEN NW COR. LOT 18 AND THE NE COR. LOT 7, PER R1 oNR1' LA/y� j) s Mctily No. 8488__ OF CAL `F BONITA AVENUE - o FD 3/4" IP WITH PLASTIC PLUG STAMPED IS 4970"1 59.99' 59.99' 59.99' NO REFERENCE, DOWN 0.I (601 R1) (601 R1) ^ (60* R1) IN DIRT, HELD FOR LINE 0 2p, BETWEEN LOTS 7 AND SFN p w 10-FEET-WIDE ALLEY, � a, � I 0.66 SOUTH OF ROW ESTABLISHED BY u- Of Q w v PROPORTION BETWEEN U o Q W w NW COR. LOT 18 0 W `�" L ,�, AND THE NE COR. q `- C co'• v OT 8 0 } LOT 7 LOT 7, PER R1. ,� , Z M N r7 " Q M o C) r - GRANt DEED W DOC. NO.241129, o v /NST. NO. 19788 0 0 BK. 1012 PG. 215 Z � LOT 9 ECORDED SEPTEMBER 21, 1 LOT 10 1 (soR1 (60' R1) (60' R1) 59.99 59.99 59.99 ----------------- ---------------------- SFN_/ ESTABLISHED BY PROPORTION BETWEEN SW COR. LOT 18 AND THE SE COR. LOT 7, PER R1. Y / N 0 0 b tV) ------------------- ----------------- ---------------- 5 10) (P.U.E.) 5' 110,(P.U.E.)� FD 3/4 IP WITH P LASTI C PLUG "LS 4970", NO REF, DOWN 0.611 ACCEPTED AS SOUTHEAST COR LOT 7. J ' / o PER R1, N49 51 29 E 0.23 FROM \ / // b CD SURVEYOR'S STATEMENT POSITION. NOT ACCEPTED. `\ (140.40' CF R1) // z o �' 935.03'(935.23 CF R1 \/�,/THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION ) --� \ 179.96 (180'CF R1) ►�, -- -- - -- ----��--- - -- -- -- -- -- -- -- - -- -- -- -- - r- �-� -- -- -- -- -- -- -- - -- R=25.00(25.00'R1 DSURVEYOR IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAN S 1255.48'(1255.63' CF R1) �� � / � ° , ) ACT AT THE REQU OF SOU CALIFORNIA EDISON, IN MAY, 2022. R/W `�\ \\ // � A=89 57 50 (89-58'30" R1) S89 57 21 E_1320.48 (S89 57 W 1320.63' CF R1) - - A LO M A DRIVE - _ _ / _ o / _ _ L=39.25' (R&M R1) SEAN M. SMITH L.S. NO. 8233 ez, - v -- -- - -- -----�---- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - - -- 1 /2 H PUNCH - - - - - - - --� r�` v� a, FD " REBAR WITH r� v / ' MARK PER R 1 FOR00! r© \N` \ / / r� O O � �Z q FD 3 4" IP W NAIL & TAG STAMPED\\ / / v`V INTERSECTION OF BROADWAY AND ALO MA. DATE "LS 3442" DOWN 0.8' IN DIRT, NO REF, ACCEPTED AS THE NORTHWEST CORNER ' OF LOT 21. \ / FD 201 IP AND NAIL, DOWN , \ � `\ // 0.7' IN AC, ACCEPTED AS SW COUNTY SURVEYORS NOTE ° ocp COR LOT 76 PER R1. GRID BEARING OF N2417 03 W BETWEEN THE REFERENCED CSRC STATIONS) �� \ / j/ w THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF P609 AND DSSC WAS HELD FIXED �'- \ / / THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 �\ \` // ,� (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND ��� \ / /� w RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT HAVE BEEN LEGALLY •� \ // co CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN DSSC HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES, N: 2,210,771.96' �� COR LOT 90, 91 _ _ - DAVID L. MCM�LLAN, COUNTY SURVEYOR DIVIDE BY THE COMBINATION FACTOR PROVIDED HEREON. � FD 2 IP AND NAIL, DOWN 0.5 IN AC, --� L.S. N0. 8488 E: 6,421,178.70 ACCEPTED AS SE COR LOT 90 PER R1, CARMEN AVENUE AND R3. I o �-L- U 0 w O � O co to 0 M 0 48 o a w o N V ir o � co U C) 0 _o 0 N 20-•. rn NI DETAIL A � p.L LAI�p SG�L o SEAN M. SMITH rr o a � \9T� No. �8233 �Np,L SAND\ Mc,6j���� � cr o 1- r- Ir- *. _No. 8488 � \ F CAL Nt 7 T C Riv. CO. 23-029 ki; IN THE UNINCORPORATED TERRITORY OF THE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF, SURVEY LAYING WITHIN SECTION 16, TOWNSHIP 3 SOUTH, RANGE 2 EAST, SAN BERNARDINO MERIDIAN, BEING A PORTION OF LOTS 7 AND 8, AND AS DESCRIBED IN GRANT DEED RECORDED SEPTEMBER 21, 1948 AS DOCUMENT NO. 241129, INSTRUMENT NO. 19788 IN BOOK 1012, PAGE 215 AND A PORTION OF LOT 9 IN GRANT DEED RECORDED FEBRUARY 251 1999 AS DOCUMENT NO. 073149 FILED IN THE OFFICE OF THE COUNTY RECORDER, O - INDICATES SET 1• IRON Piae w/ eRnss me "PLS psos COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 8233", DOWN 0.7, UNLESS NOTED OTHERWISE N: 29330,917.43' PSOMAS sFN — SEARCHED FOUND NorHwc E: 6,366,970.72' SEAN M. SMITH, PLS 8233 MAY 2022 P585 CF - CALCULATED FROMN*- 29314j671.99' '---- N877247 W 106325.91 E: 6,472,048.23' BASIS OF BEARINGS: �C ��� � (GRID) — =ry r 0 0 z z o v c� Lu Q 0 u1 CD 80' 40' 0' 80' 16 0' GRAPHIC SCALE �\ \'53200 -''"/ \ SCALE: 1" = 80' THE COORDINATES SHOWN HEREON ARE BASED UPON THE \ 153,, / \ CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, \ ��,\E 6 " / CONVERGENCE ANGLE 4 _ —00.17 37.171» (EPOCH 2O17.50) IN ACCORDANCE WITH THE CALIFORNIA `\ 392� // `� AT POINT 22061303 PUBLIC RESOURCES CODE SECTIONS 8801-8819; SAID \ 06 ` Rip PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE COORDINATES ARE BASED LOCALLY UPON FIELD -OBSERVED \ �, � --' � RESOURCE CODE(LAPLACE CORRECTION NOT APPLIED t NETWORK, OR EQUIVALENT STATIONS: 1, Q'`,' \ STAMPED "LS 4311 ", NO s ` REF, 8.85' WEST OF 1 g •6� (0-,�` _ POSITION,NOT ACCEPTED. `\ ' 22061303 ��, ` c� N• Ell3g8, _ N: 2 276 741.55' _ �_L�4 RAMONA DRIVE,`-_'"E: 6 399 893.11' ��� , �R�o> _ sFN p,IN _SCR— \ � cp �t 826�9 ` INTERSECTION OF A LINE BETWEEN .3g 1 E cis`\ SET1" IP WITH THE NW CORNER OF LOT 78 AND A / ----- \ FD 1--1 /2 IP OPEN, DOWN N6? �' \ _ _ _ RAILROAD SIGHT OF WAIF TAG STAMPED PSOMAS FOUND MONUMENT AT THE CL OF 0.4 IN AC, ACCEPTED AS NW ,`_-' o�\ BONITA AVENUE WITH THE EAST LINE � / SFN COR LOT 78 PER R1, SET ,,- �\\ CONTROL DN. 0.2 OF LOT 90. ----- ��- BRASS TAG "PLS 8233". S89'S7'52"E 2205.75'(S89-571W R1 � ` � _ _ � ) �v 911 18 W 1222.29____-- _S88 54 SFN --- _ ----- _ -- �1320.28' (1320.68' CF R1)-------- 2 BONITA AVENUE — — — -------_ - - - --- _ - _ -- o R/W / 885.47 (885.411CF R } // ( w 1255.27' (1255.67' CF R1) / , w Li cn / I ` T 935.06(935.271CF R 1 �� 179.96'(180' CF R 1 140.25 T w FD SPIKE & WASHERr/ (140.401 CF R1) / STAMPED RCE 26401 1 IN AC. ACCEPTED (R=25-00' R=25.00' / U) DOWN 0. w°„ AS CL INTERSECTION OF I Q =90 01 30=9p'02 39 , /f Q RAFAEL STREET AND BONITA ' �- p\� L=39.28 R 1) L=39.29 // I AVENUE PER R4. j < Y I 1 0 �- \ / O C) �\\ I (P.U.E.) w `\ 179.96' (180- CF R 1) // If— /Li-/ � 935.05 (935.25'CF R1) - -}--- I -- - -------------------- --- ------- / w o U / w /^1 " � `� S89'S6'S7"E 1115.01' (S89*57'W 1115.25' CF R 1) ` ---- +------- -I It ---------------------- -- o // z \ 101, SEE DETAIL A oo /! �-- o o04 (P.U.E.) HEREON o i to I o o Cq of �s \ N of 1 w U V '/ ) \ \ 3, w O 1,41j / CL ✓ f V C v \ ` 619 96' `\ 't o � o /,>; cn o �/ CO\ / �O / i W oC) �(�' cn rn // N / �-- 40' oo C) FD 1 2" REBAR WITH PUNCH MARK ` T;40 01 T_ / // i STATION NORTHING FASTING ELEVATION ELLIPSOID HEIGHT MAPPING ANGLE COMBINED SCALE FACTOR 22061303 2276703.64 6399529.68 1775.21 1314.1-0°17'37.171 " 0.999925319 cn 0) 00) N � N m Liam SHEET 1 OF 1 SHEET RECORDER'S 3TN TEMEN T FILED THIS 2-4� DAY OF btMA 20 AT I1.I1 ptM. IN BOOK Ral OF RECORDS OF SURVEY, AT PAGE H� AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2015 - 0398111 FEE *q PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER BY: DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8 6 OF THE PRO ESSIONAL LAND SURVEYORS' ACT THIS DAY OFOFG 2028 DAVID L MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 FD 1 /2" REBAR WITH PUNCH MARK, PER R1, DOWN 1.2' IN DIRT, HELD FOR LINE BETWEEN LOTS 7 AND 89 0.63' SOUTH OF ROW. FD 1" IP WITH TAG STAMPED "RCE 1311 ", DESTROYED, NO REFERENCE, -� ESTABLISHED BY PROPORTION - CD BETWEEN NW COR. LOT 18 AND THE NE COR. LOT 7, PER R1 oNR1' LA/y� j) s Mctily No. 8488__ OF CAL `F BONITA AVENUE - o FD 3/4" IP WITH PLASTIC PLUG STAMPED IS 4970"1 59.99' 59.99' 59.99' NO REFERENCE, DOWN 0.I (601 R1) (601 R1) ^ (60* R1) IN DIRT, HELD FOR LINE 0 2p, BETWEEN LOTS 7 AND SFN p w 10-FEET-WIDE ALLEY, � a, � I 0.66 SOUTH OF ROW ESTABLISHED BY u- Of Q w v PROPORTION BETWEEN U o Q W w NW COR. LOT 18 0 W `�" L ,�, AND THE NE COR. q `- C co'• v OT 8 0 } LOT 7 LOT 7, PER R1. ,� , Z M N r7 " Q M o C) r - GRANt DEED W DOC. NO.241129, o v /NST. NO. 19788 0 0 BK. 1012 PG. 215 Z � LOT 9 ECORDED SEPTEMBER 21, 1 LOT 10 1 (soR1 (60' R1) (60' R1) 59.99 59.99 59.99 ----------------- ---------------------- SFN_/ ESTABLISHED BY PROPORTION BETWEEN SW COR. LOT 18 AND THE SE COR. LOT 7, PER R1. Y / N 0 0 b tV) ------------------- ----------------- ---------------- 5 10) (P.U.E.) 5' 110,(P.U.E.)� FD 3/4 IP WITH P LASTI C PLUG "LS 4970", NO REF, DOWN 0.611 ACCEPTED AS SOUTHEAST COR LOT 7. J ' / o PER R1, N49 51 29 E 0.23 FROM \ / // b CD SURVEYOR'S STATEMENT POSITION. NOT ACCEPTED. `\ (140.40' CF R1) // z o �' 935.03'(935.23 CF R1 \/�,/THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION ) --� \ 179.96 (180'CF R1) ►�, -- -- - -- ----��--- - -- -- -- -- -- -- -- - -- -- -- -- - r- �-� -- -- -- -- -- -- -- - -- R=25.00(25.00'R1 DSURVEYOR IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAN S 1255.48'(1255.63' CF R1) �� � / � ° , ) ACT AT THE REQU OF SOU CALIFORNIA EDISON, IN MAY, 2022. R/W `�\ \\ // � A=89 57 50 (89-58'30" R1) S89 57 21 E_1320.48 (S89 57 W 1320.63' CF R1) - - A LO M A DRIVE - _ _ / _ o / _ _ L=39.25' (R&M R1) SEAN M. SMITH L.S. NO. 8233 ez, - v -- -- - -- -----�---- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - - -- 1 /2 H PUNCH - - - - - - - --� r�` v� a, FD " REBAR WITH r� v / ' MARK PER R 1 FOR00! r© \N` \ / / r� O O � �Z q FD 3 4" IP W NAIL & TAG STAMPED\\ / / v`V INTERSECTION OF BROADWAY AND ALO MA. DATE "LS 3442" DOWN 0.8' IN DIRT, NO REF, ACCEPTED AS THE NORTHWEST CORNER ' OF LOT 21. \ / FD 201 IP AND NAIL, DOWN , \ � `\ // 0.7' IN AC, ACCEPTED AS SW COUNTY SURVEYORS NOTE ° ocp COR LOT 76 PER R1. GRID BEARING OF N2417 03 W BETWEEN THE REFERENCED CSRC STATIONS) �� \ / j/ w THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF P609 AND DSSC WAS HELD FIXED �'- \ / / THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 �\ \` // ,� (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND ��� \ / /� w RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT HAVE BEEN LEGALLY •� \ // co CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN DSSC HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES, N: 2,210,771.96' �� COR LOT 90, 91 _ _ - DAVID L. MCM�LLAN, COUNTY SURVEYOR DIVIDE BY THE COMBINATION FACTOR PROVIDED HEREON. � FD 2 IP AND NAIL, DOWN 0.5 IN AC, --� L.S. N0. 8488 E: 6,421,178.70 ACCEPTED AS SE COR LOT 90 PER R1, CARMEN AVENUE AND R3. I o �-L- U 0 w O � O co to 0 M 0 48 o a w o N V ir o � co U C) 0 _o 0 N 20-•. rn NI DETAIL A � p.L LAI�p SG�L o SEAN M. SMITH rr o a � \9T� No. �8233 �Np,L SAND\ Mc,6j���� � cr o 1- r- Ir- *. _No. 8488 � \ F CAL Nt 7 T C Riv. CO. 23-029 ki; cn 0) 00) N � N m Liam SHEET 1 OF 1 SHEET RECORDER'S 3TN TEMEN T FILED THIS 2-4� DAY OF btMA 20 AT I1.I1 ptM. IN BOOK Ral OF RECORDS OF SURVEY, AT PAGE H� AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2015 - 0398111 FEE *q PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER BY: DEPUTY COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8 6 OF THE PRO ESSIONAL LAND SURVEYORS' ACT THIS DAY OFOFG 2028 DAVID L MCMILLAN, COUNTY SURVEYOR L.S. NO. 8488 FD 1 /2" REBAR WITH PUNCH MARK, PER R1, DOWN 1.2' IN DIRT, HELD FOR LINE BETWEEN LOTS 7 AND 89 0.63' SOUTH OF ROW. FD 1" IP WITH TAG STAMPED "RCE 1311 ", DESTROYED, NO REFERENCE, -� ESTABLISHED BY PROPORTION - CD BETWEEN NW COR. LOT 18 AND THE NE COR. LOT 7, PER R1 oNR1' LA/y� j) s Mctily No. 8488__ OF CAL `F BONITA AVENUE - o FD 3/4" IP WITH PLASTIC PLUG STAMPED IS 4970"1 59.99' 59.99' 59.99' NO REFERENCE, DOWN 0.I (601 R1) (601 R1) ^ (60* R1) IN DIRT, HELD FOR LINE 0 2p, BETWEEN LOTS 7 AND SFN p w 10-FEET-WIDE ALLEY, � a, � I 0.66 SOUTH OF ROW ESTABLISHED BY u- Of Q w v PROPORTION BETWEEN U o Q W w NW COR. LOT 18 0 W `�" L ,�, AND THE NE COR. q `- C co'• v OT 8 0 } LOT 7 LOT 7, PER R1. ,� , Z M N r7 " Q M o C) r - GRANt DEED W DOC. NO.241129, o v /NST. NO. 19788 0 0 BK. 1012 PG. 215 Z � LOT 9 ECORDED SEPTEMBER 21, 1 LOT 10 1 (soR1 (60' R1) (60' R1) 59.99 59.99 59.99 ----------------- ---------------------- SFN_/ ESTABLISHED BY PROPORTION BETWEEN SW COR. LOT 18 AND THE SE COR. LOT 7, PER R1. Y / N 0 0 b tV) ------------------- ----------------- ---------------- 5 10) (P.U.E.) 5' 110,(P.U.E.)� FD 3/4 IP WITH P LASTI C PLUG "LS 4970", NO REF, DOWN 0.611 ACCEPTED AS SOUTHEAST COR LOT 7. J ' / o PER R1, N49 51 29 E 0.23 FROM \ / // b CD SURVEYOR'S STATEMENT POSITION. NOT ACCEPTED. `\ (140.40' CF R1) // z o �' 935.03'(935.23 CF R1 \/�,/THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION ) --� \ 179.96 (180'CF R1) ►�, -- -- - -- ----��--- - -- -- -- -- -- -- -- - -- -- -- -- - r- �-� -- -- -- -- -- -- -- - -- R=25.00(25.00'R1 DSURVEYOR IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAN S 1255.48'(1255.63' CF R1) �� � / � ° , ) ACT AT THE REQU OF SOU CALIFORNIA EDISON, IN MAY, 2022. R/W `�\ \\ // � A=89 57 50 (89-58'30" R1) S89 57 21 E_1320.48 (S89 57 W 1320.63' CF R1) - - A LO M A DRIVE - _ _ / _ o / _ _ L=39.25' (R&M R1) SEAN M. SMITH L.S. NO. 8233 ez, - v -- -- - -- -----�---- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - - -- 1 /2 H PUNCH - - - - - - - --� r�` v� a, FD " REBAR WITH r� v / ' MARK PER R 1 FOR00! r© \N` \ / / r� O O � �Z q FD 3 4" IP W NAIL & TAG STAMPED\\ / / v`V INTERSECTION OF BROADWAY AND ALO MA. DATE "LS 3442" DOWN 0.8' IN DIRT, NO REF, ACCEPTED AS THE NORTHWEST CORNER ' OF LOT 21. \ / FD 201 IP AND NAIL, DOWN , \ � `\ // 0.7' IN AC, ACCEPTED AS SW COUNTY SURVEYORS NOTE ° ocp COR LOT 76 PER R1. GRID BEARING OF N2417 03 W BETWEEN THE REFERENCED CSRC STATIONS) �� \ / j/ w THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF P609 AND DSSC WAS HELD FIXED �'- \ / / THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 �\ \` // ,� (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND ��� \ / /� w RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT HAVE BEEN LEGALLY •� \ // co CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN DSSC HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES, N: 2,210,771.96' �� COR LOT 90, 91 _ _ - DAVID L. MCM�LLAN, COUNTY SURVEYOR DIVIDE BY THE COMBINATION FACTOR PROVIDED HEREON. � FD 2 IP AND NAIL, DOWN 0.5 IN AC, --� L.S. N0. 8488 E: 6,421,178.70 ACCEPTED AS SE COR LOT 90 PER R1, CARMEN AVENUE AND R3. I o �-L- U 0 w O � O co to 0 M 0 48 o a w o N V ir o � co U C) 0 _o 0 N 20-•. rn NI DETAIL A � p.L LAI�p SG�L o SEAN M. SMITH rr o a � \9T� No. �8233 �Np,L SAND\ Mc,6j���� � cr o 1- r- Ir- *. _No. 8488 � \ F CAL Nt 7 T C Riv. CO. 23-029 ki; SFN_/ ESTABLISHED BY PROPORTION BETWEEN SW COR. LOT 18 AND THE SE COR. LOT 7, PER R1. Y / N 0 0 b tV) ------------------- ----------------- ---------------- 5 10) (P.U.E.) 5' 110,(P.U.E.)� FD 3/4 IP WITH P LASTI C PLUG "LS 4970", NO REF, DOWN 0.611 ACCEPTED AS SOUTHEAST COR LOT 7. J ' / o PER R1, N49 51 29 E 0.23 FROM \ / // b CD SURVEYOR'S STATEMENT POSITION. NOT ACCEPTED. `\ (140.40' CF R1) // z o �' 935.03'(935.23 CF R1 \/�,/THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION ) --� \ 179.96 (180'CF R1) ►�, -- -- - -- ----��--- - -- -- -- -- -- -- -- - -- -- -- -- - r- �-� -- -- -- -- -- -- -- - -- R=25.00(25.00'R1 DSURVEYOR IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAN S 1255.48'(1255.63' CF R1) �� � / � ° , ) ACT AT THE REQU OF SOU CALIFORNIA EDISON, IN MAY, 2022. R/W `�\ \\ // � A=89 57 50 (89-58'30" R1) S89 57 21 E_1320.48 (S89 57 W 1320.63' CF R1) - - A LO M A DRIVE - _ _ / _ o / _ _ L=39.25' (R&M R1) SEAN M. SMITH L.S. NO. 8233 ez, - v -- -- - -- -----�---- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - - -- 1 /2 H PUNCH - - - - - - - --� r�` v� a, FD " REBAR WITH r� v / ' MARK PER R 1 FOR00! r© \N` \ / / r� O O � �Z q FD 3 4" IP W NAIL & TAG STAMPED\\ / / v`V INTERSECTION OF BROADWAY AND ALO MA. DATE "LS 3442" DOWN 0.8' IN DIRT, NO REF, ACCEPTED AS THE NORTHWEST CORNER ' OF LOT 21. \ / FD 201 IP AND NAIL, DOWN , \ � `\ // 0.7' IN AC, ACCEPTED AS SW COUNTY SURVEYORS NOTE ° ocp COR LOT 76 PER R1. GRID BEARING OF N2417 03 W BETWEEN THE REFERENCED CSRC STATIONS) �� \ / j/ w THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF P609 AND DSSC WAS HELD FIXED �'- \ / / THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 �\ \` // ,� (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND ��� \ / /� w RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT HAVE BEEN LEGALLY •� \ // co CREATED AND THEREFORE MAY NOT BE BUILDABLE PARCEL(S). ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN DSSC HEREON ARE IN REFERENCE TO CCS83. TO APPROXIMATE LOCAL GROUND DISTANCES, N: 2,210,771.96' �� COR LOT 90, 91 _ _ - DAVID L. MCM�LLAN, COUNTY SURVEYOR DIVIDE BY THE COMBINATION FACTOR PROVIDED HEREON. � FD 2 IP AND NAIL, DOWN 0.5 IN AC, --� L.S. N0. 8488 E: 6,421,178.70 ACCEPTED AS SE COR LOT 90 PER R1, CARMEN AVENUE AND R3. I o �-L- U 0 w O � O co to 0 M 0 48 o a w o N V ir o � co U C) 0 _o 0 N 20-•. rn NI DETAIL A � p.L LAI�p SG�L o SEAN M. SMITH rr o a � \9T� No. �8233 �Np,L SAND\ Mc,6j���� � cr o 1- r- Ir- *. _No. 8488 � \ F CAL Nt 7 T C Riv. CO. 23-029 ki;