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rs164_016-018SURVEYOR'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 CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE IN SEPTEMBER, 2022. - N ,L LA�r� SG� lV L SEAN M. SMITH, L.S. NO. 8233 p SEAN M. SMITH �c s 2Z DATE a 0 s� No. 8233 \Q OF CALF IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 29, PAGES 27 TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF PARCEL MAP 10814, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN SEAN M. SMITH, PLS 8233 PSOMAS DECEMBER 2023 — — — 1\----------------------- \ ---� BASIS OF BEARINGS N59°1917W 105,052.25' GRID ---N—L9 ---- -_25' —� — P477 N: 2127664.30 I ECFS I \\\ ---------- ----- ------------------------- E: 6298482.23' N: 2181264.26' Il \ E: 6208132.80' \\ COUNTY SURVEYORS STATEMENT: / I I THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH \ SECTION 8 66 OF THE PROFESSIONAL LAND SURVEYORS' ACT II \\\ THIS_ DAY OF 1. 2024. � , �SIV I DAVID L MCMILLIAN, COUNTY SURVEYOR I \\ L.S. 8488 pNPL LANO ��� L McM� 1 \ EXP: 12/31 /2024 �Q I \\ I a x �Oy0 0), \ I \ No. 8488 * Exp. 12-31-24 PARCEL 102 N40°51'00"E // PORTION OF PARCEL 4 / / 60.00 PARCEL MAP,/ 10814 PMB 78/5-8 I � of cAL�F -9�C�G PARCEL MAP 6835 � N49°60 17 W �S I \,L moo^ •Q PMB 29/27-41 °cP 51.35' \ N60°36'04"E I \719° \�_ �� '9 PARCEL 103 N9°34'50"W S`�9° 06,, 432.19' S84°03'06"E / 611. 38 1 159.93 11 -> 8 >>>, / Iry L N47°05'25"E'' 328.93' L=120 98' R=200 00'' `b`L ' ,, �°'� O�ONID S16°19'42"E / 350.13' O O / i \� z� PARCEL 104 �� p=34°39'32" \ �PARCEL 96 `�� o \ J / CORPORATION GRANT DEED Q20 !6q / RECORDED04/01/1994, S45"34'54"W O' N81,44,57„E DOCUMENT NO. 1994137594 114,77' 11 \ N1339 �CLUP i L=421.94 499.27' / 1 \\ L=279.72', R=600.00' 3 CF'CEM i R 3000.00' / I \ A=26'42'40" �=08°03'30" \p1/ , I \ CORPORATION GRANT DEED SHEET 3 PM 29/27-41 RECORDED 01/05/1995, DOCUMENT N0.1995 4330�Vj I L=156.82', R=600.00' I N A=14°58'30" I PT # 352, CENTERLINE MONUMENT ON Q CORPORATION GRANT DEED � CAMINO POTRO PER R2 RECORDED 10/02/2012, ,o 0^� 16? "9 DOCUMENT NO.2012-0470222 O \ 10 FD 3/4 IP W/ PLASTIC PLUG STAMPED 0�� 1 "RCE 16583" FLUSH ACCEPTED PER R2 \ �0 0 I N: 2115393.04' N27°57'26"W fir'/� PORTION OF PARCEL 4 I E: 6285651.76 467.14 PARCEL MAP 10814 / PMB 78/5 COMBINED FACTOR: 0.99990717 / / / � -8 ;O0 �, CONVERGENCE ANGLE: —00°29 50.5220' / N39°51'10"W / i CORPORATION GRANT DEED 00 , I 0 / W RECORDED 06/29/1995, / co 208.83 DOCUMENT NO 199 1 N a�tj _c613 b99 7 [44 ��, *m I \�0 SHEET 1 OF 3 SHEETS RECORDER'S CERTIFICATE: FILED THIS DAY OF OSt2024, AT e1. IN BOOK �_ OF RECORDS OF URVEY, AT PAGES AT THE REQUEST OF THE COUNTY SURVEYOR. NO. &Lf - ,,,%A9 7 7 FEE PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER BY: DEPUTY SURVEYORS NOTE: ( ) RECORD DATA AS NOTED R1 RECORD DATA PER P.M. NO. 4589, P.M.B. 32/61-80, AMENDS P.M.B. 12/75-94 R2 RECORD DATA PER P.M. NO. 6835, P.M.B. 29/27-41 R3 RECORD DATA PER P.M. NO. 10814, P.M.B. 78/5-8 R4 RECORD DATA PER P.M. NO. 24742, P.M.B. 169/40-43 R5 RECORD DATA PER P.M. NO. 4589, P.M.B. 12/75-94 R6 RECORD DATA PER P.M. NO. 24741, P.M.B. 168/01-02 R7 RECORD DATA PER RECORD OF SURVEY R.S.B. 144/13-16 R8 CORPORATION GRANT DEED DOC. NO. 137594, REC. APRIL 01, 1994 19014 11 - - CSRC STATION AS NOTED - FOUND MONUMENT AS NOTED - INDICATES SET 2" IRON PIPE W/ALUMINUM DISC STAMPED "CDFW LS 8233" IN ROCK MOUND. IF NOT AVAILABLE, SET 6" TO 8" ABOVE GROUND, UNLESS NOTED OTHERWISE SFN - SEARCHED FOUND NOTHING D&D - DISTANCE AND DISTANCE DN - DOWN PI - POINT OF INTERSECTION EST - ESTABLISHED B&D - BEARING AND DISTANCE B&B - BEARING AND BEARING ADJ - ADJUSTMENT PT - POINT BET - BETWEEN MON - MONUMENT PURPOSE OF SURVEY: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE BOUNDARY LINES ON BEHALF OF CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE FOR THE PARCEL OF LAND THAT CONTAINS 241.93 AC. MORE OR LESS CONVERGENCE ANGLE 4) =—00°29'50.5220" 500' 250' 0' 500' 1000' GRAPHIC SCALE SCALE: 1" = 500' AT POINT 352 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) c9 r r 5-2 0105 / - BASIS OF BEARINGS: SHEET 2 97 � o) // z THE COORDINATES SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE I i o rn / 00 SYSTEM OF 1983, CCS83, ZONE 6, EPOCH 2O17.50, IN ACCORDANCE WITH THE CALIFORNIA PUBLIC z / 0 RESOURCES CODE SECTIONS 8801-8819; SAID COORDINATES ARE BASED LOCALLY 0 UPON TIES THE FOLLOWING CALIFORNIA SPATIAL REFERENCE OEQU N76°27'24"E Ob EQUIVALENT STAO NETWORIKLORTIONS: 1 05� 457.07' 559.98 _ S842 1,138.09' (1,138.14' R3)1\ - _(1,138.19 R1 & R2� G� SEE DETAIL "A" P474 ON SHEET 3 N: 2074325.26' E: 6256718.26' /I S87°14'02"W 2,698.07' SFN, ESTABLISHED BY PROPORTION BET E'LY FD MON AT SE COR LOT 1 OF SEC 23 AND W'LY FD MON PER R3; MON FALLS IN WATER, SET REFERENCE POINT AS SHOWN IN DETAIL ON SHEET 3 2,751.80' LOT 25 BLK 1 SDBM 11/507 STATION NORTHING EASTING ELEVATION ECFS 2181264.26 6208132.80 2739.72 P474 2074325.26 6256718.26 712.12 P477 2127664.30 6298482.23 1206.78 GRID BEARING OF N59°19'17"W BETWEEN THE REFERENCED CSRC STATIONS) ECFS AND P477 WAS HELD FIXED STATION NORTHING EASTING ELEVATION ELLIPSOID HEIGHT MAPPING ANGLE COMBINED SCALE FACTOR 352 2115393.04 6285651.75 1146.71 1314.01 -0°29'50.5220" 0.99990717 ALL COORDINATES SHOWN, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE U.S. SURVEY FOOT. DISTANCES SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CCS83. DISTANCES DERIVED FROM THE COORDINATE SYSTEM HEREIN ARE GROUND DISTANCES, TO OBTAIN GRID LEVEL DISTANCES MULTIPLY DISTANCES FROM THIS DRAWING BY THE COMBINATION FACTOR PROVIDED HEREON. RIVCO 23-064 IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA I a 0��j •1� 11 � I v I 'volmAll • aoa(� -o"09 7 r,U l -1 SHEET 2 OF 3 SHEETS PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 29, PAGES 27 TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF PARCEL MAP 10814, AS = SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, � 0 CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN 0 0 z o PSOMAS w RS 114/65 SEAN M. SMITH, PLS 8233 DECEMBER 2023 w SEE SHEET 3 0 ESTABLISHED BC BY PI / \ PARCEL 96 WITH COMPASS RULE PARCEL MAP 6835 ADJ PER R4 PMB 29/27-41 'R� PARCEL 100 / �=-00'29'50.5220" L=279.72', R=600.00' / 0=26.42'20" PARCEL MAP 6835 200' 100' 0' 200' 400' h1, Q (L=279.63', R=600.00' PMB 29/27-41 / \sue �� �� O 2�S> A=26`42'11" R2 & R4) 1p\ 04 s, o� �,� �J PARCEL 101 GRAPHIC SCALE (L=157.16 , T SCALE: 1" = 200' V �`�� •��G� N�P / '`� \,L R=600.00' cF•�y �� C) OSIN IN 3� ti c► A-15°00'28" R2) �� �\ `�' PARCEL 99 NC�,i �s CORE�ORDIEOD01/05/1995EED qyO\o Al L=156.82', DOCUMENT NO.1995-4330 tr CORPORATION GRANT GEED / / ,9\i1� R = 6 00.00 RECORDED 10/02/2012, 0=1 4`58'30" ��, DOCUMENT NO.2012-0470222 FD 1-1/4" IP OPEN, LEANING TO 66 /o�, 'Do '3" j THE WEST AND SHOT BASE, DN 25 FD 1 IP W/PLASTIC PLUG / 'Sl \ o- 'o 0.25', ACCEPTED AS CENTERLINE STAMPED "LS 5306" FLUSH "' /"' INTERSECTION OF CAMINO PORTO .o y ACCEPTED PER R4 / AND CAMINO ESTRIBO PER R2 ` �5 3-10 / WITNESS CORNER FD 2" IP W/BRASS CAP o� / STAMPED "LS 2602" FLUSH PER R3 N79.45 54 Qo N (boo 0�o oNL .00' 'D 2" IP W/ NAIL & TAG 0�� O, / / �1E TAMPED "MWD LS 6985", FLUSH, NO REF �G / FD 3/4" IP W/PLASTIC o N PLUG STAMPED "RCE 16583" ? Q / DN 0.1 , ACCEPTED PER R2 007 a_ N � � o PARCEL 98 �� ``� zo FD 1-1/4" IP W/NAIL & co IP PORTION OF PARCEL 4 / TAG ILLEGIBLE, FLUSH CORPORATION GRANT DEED �`J co p li ACCEPTED PER R2 - RECORDED06/29/1995, \ �' N PARCEL MAP 10814 Q cD � t" DOCUMENT NO. 1995-210105 N CA PMB 78/5-8 �_ N co I o FD 3/4" IP W/PLASTIC PLUG , O' ¢ J ao ^ STAMPED "RCE 16583" FLUSH N o ACCEPTED PER R1 & R2 � CORPORATION GRANT DEED PARCEL 97 , RECORDED 04/01/1994, o 9DOCUMENT NO. 1994-137594M _ �E85910 _g2&R) (84563R1) N FD 3/4" IP W/PLASTIC PLUG00 C, I STAMPED "RCE-16583" N, o WITNESS CORNER 00 ,v, I FLUSH ACCEPTED PER R2 ,�p�`? / ��1 o FD 1-1/4" IP ACCEPTED AS z I WITNESS CORNER ��� `�� z 4' �g2p.2to cop R2i 13�8 �� R1i D&D INTERSECTION PEREST. ANGLE PT. BY C RRD o 2" IP W/ BRASS CAP �� �h g2p.8 RBA STAMPED "LS 2602" FLUSH / �iy6�• ��o�/� �`° �801 R3 & o cn PER R2, R3 AND R5, HELD FOR LINE / (3 (36��1y �/���1 6658 "�'R66s8, ,i�5�.p� �451,2�„E 13��g1 < FD 2" IP W/BRASS CAP oc/o, 2 c ) N�6.2� EST. ANGLE PT. BY RECORD STAMPED "LS 2602" FLUSH SEE A(Z)/o �`O 113J B&B INTERSECTION PER R2 PER R3 DETAIL '4'/ �� EST. ANGLE PT. BY RECORD „A„ O`b D&D INTERSECTION PER R2 ON h // 16 5°� �� SE COR GOVT LOT 1 OF 2751.55' R3 (Sc R8) SHEET �� o� •��1� -0) ��� SECTION 23, T8S, R3W, S.B.M. S84.20'50"N1 2,751'80 3LOT BLK21 5 G Qb 5 SDMB 11/507 r / 1,559.98' (1560.05' R3 & R8) t S87.14'02"W 2,698.07 FD 2" IP W/BRASS CAP { SFN, ESTABLISHED BY PROPORTION BET E'LY STAMPED "LS 2602" FLUSH FD MON AT SE COR LOT 1 OF SEC 23 AND PER R2, R3 AND R1 1138.09' (1138.14' R3) W'LY FD MON PER R3; MON FALLS IN WATER, (1138.19' R1 & R2) SET REFERENCE POINT AS SHOWN IN DETAIL ON SHEET 3 W W W V) U a IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY PARCELS 98, 99, 100 AND 101 OF PARCEL MAP 6835, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 29, PAGES 27 TO 41, INCLUSIVE, OF PARCEL MAPS, TOGETHER WITH THAT PORTION OF PARCEL 4 OF PARCEL MAP 10814, AS SHOWN BY PARCEL MAP ON FILE IN BOOK 78, PAGES 5 TO 8, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, LYING WITHIN SECTION 23 AND 24, TOWNSHIP 8 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN PSOMAS \ SEAN M. SMITH, PLS 8233 \ FD 1" IP W/ TAG STAMPED "LS 8526" \ DN 1.0' ACCEPTED PER R7 \ FD 1" IP W/ TAG STAMPED "LS 8526" \ DN 2.0' ACCEPTED PER R7 \ EST. ANGLE PT. BY B/B \ INTERSECTION PER R2 \ PARCEL 103 \ PARCEL MAP 6835 \ PMB 29/27-41 \ \ PARCEL 102 \ RS 90/38 \ \ FD 1-1/4" IP W/1"X2" HUB AND TACK IN LIEU OF 1 1/4" IP \ W/PLASTIC PLUG "RCE 862" \ ACCEPTED PER R2 0.3' DN PARCEL 104 Z \ v \ PM 169/40-43 °��,� \ FD 1 1/4" IP W/PLASTIC PLUG °\ \ 200, ILLEGIBLE DN 0.1' ACCEPTED PM 168/1-2\ PER R2 R1� � FD 1" IP W/BROKEN <1018.01243 R2i PLASTIC PLUG, FLUSH, 05 ACCEPTED PER R 4 1,01a <1016 4� �1' �06 04 R R2 SNF / 1 W ' y W_ I 1 � � Q Ond,, o O � z L=279.72', R=600.00' 0 s' A=26°42'40" ✓, (L=279.63', R=600.00' 0=26°42'11" R2 & R4) CORPORATION GRANT DEED RECORDED 10/02/2012, DOCUMENT NO.2012-0470222 PARCEL 99 7 �0s ' / � SPN� PAN i ti �90 DECEMBER 2023 69 > 6'OQ N40°51'00"E 60.00' J Q' (60.00 R7 & R8) FD 1" IP W/ TAG STAMPED "LS 8526" \ DN 0.1 ACCEPTED PER R7 N49°06'17"W 51.35' Z V' l W�� �W -P.:. `O o w .. �;o -5; N L=197.82', R=200.00' \ 0=56*40'15" \ (L=197.81', R=200.00' L=120.98', A 56°40'03" R2) R=200.00' 0=34°39'32" ^� \ (L=120.96', \ R=200.00' A=34°39'10" R2) EST. BC BY RECORD DIST. PER R2 E 499.27' (499.3 -- (479.39' e2 & R4) 19.88' 0.00, R2) 2 , \ R=30 03 30 245 J6 p S° z 4 Oi O CORPORATION GRANT DEED r RZ & R \ �L� 421.80 RECORDED 01/05/1995, / R \ \ Z 3p00,00 Z p DOCUMENT NO. 1995-4330 9 \' 3�S�R�80 PE 142 g6R3 ?I \rn R&- p8,O3t'21 S z 3° 39 2 O PM\N0840 �0 R2i RZ & 2 3 8 8 58 <1 .o ? v PER 90 / z 41 • �Cv� � � � OF -BEM > G, � FD 1 1/4" IP W/NAIL & TAG "RCE 862" DN 0.6' o \ \ ACCEPTED PER R2 EST. BY B&D INTERSECTION PER R2 PARCEL 100 FD 1-1/4" IP W/PLASTIC / / FD 1 1/4" IP W/PLASTIC \ PLUG ILLEGIBLE, UP 0.1', / _> >+ ACCEPTED PER R5 / PLUG RCE 862 UP 0.1, / ACCEPTED PER R1 - WITNESS CORNER / / WITNESS CORNER / CORPORATION GRANT DEED / RECORDED 01/05/1995, / DOCUMENT NO. 19954330 zz / SET REFERENCE POINT N60°51'17"E 1.00' --1,138.09' 5� '' l 5 1,559.98' g 4'02"W 2,698.07'— POSITION FALLS -/ IN WATER DETAIL "A" NOT TO SCALE PARCEL 101 PARCEL MAP 6835 PMB 29/27-41 PORTION OF PARCEL 4 SA9 PARCEL MAP 10814 o . PMB 78/5-8 XC�pFD 1DN 0ACCE FD 1-1/4" IP OPEN DISTURBED, NOT ACCEPTED EST. BC/EC BY PI WITH COMPASS RULE ADJ. PER R2 FD 1 1/4" IP W/ NAIL AND TAG "RCE 862" FLUSH, ACCEPTED PER R2 zz / PORTION OF PARCEL 4 PARCEL MAP 10814 \ PMB 78/5-8 \ o,\ O� FD 2" IP W/BRASS CAP STAMPED "LS 2602", FLUSH ACCEPTED PER R3 SEE SHEET 2 CORPORATION GRANT DEED RECORDED 04/01/1994, DOCUMENT NO. 1994-137594 w c o a O a o C' o- cn i I N39°51'10"W 208.83' (208.60' R3 & R8) RS 144/ 13 -16 6p��p� \ti I'll EST. ANGLE PT. BY B&D INTERSECTION PER R7 e �q-oa3o'4 7 SHEET 3 OF 3 SHEETS .] RS137/16-18 FD 1" IP W/NAIL AND TAG "LS 8526" DN 2.0' ACCEPTED PER R7 S16°19'42"E 350.13' (350.00' R3 & R8) S84°03'06"E 611.38, (611.15' R3 & R8) EST. ANGLE PT. BY COMPASS RULE ADJ. PER R7 S'LY ROW OF INTERSTATE 15 (1-15) FD 6'X6" CONC. MON. W/NAIL IN TOP UP 0.2' ACCEPTED PER R3 S45°35'42"W 114.77' - (114.76' R3 & R8) FD 6'X6" CONC. MON. W/NAIL IN --- TOP UP 0.5' ACCEPTED PER R3 Opp FD 1" IP W/PLASTIC PLUG �5 ILLEGIBLE FLUSH ACCEPTED PER R3 NIX O Z ��. elf w LOT 25 BLK 1 SDMB 11 / 507 �=-00°29'50.5220" I' FD NAIL AND TAG "LS 2602" IN BOULDER ACCEPTED PER R3 (1'267.97' R3 & R8) (1'267.97' R3 & R8) 200' 100' o'- 200' 400' GRAPHIC SCALE SCALE: 1" = 200'