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rs166_023-0242015-oLaC)2l°l on c� r%ch-k n3 reMescaL VALLEY TRABUCO PEAK PROJECT SITE llll�� 4A WARM SPRINGS LAKE E VICINITY MAP NOT TO SCALE LEGEND ( ) O.R. EH POB NOTES E IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA m7we Iris IF& Im0L"mlfflflA7j= mm m OF PARCELS 1 & 2 OF GRANT DEED DOCUMENT #2024-0279228 O.R. IN THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 5 SOUTH, RANGE 5 WEST, SAN BERNARDINO MERIDIAN MARK THOMAS MONUMENT FOUND AS NOTED SET 1" PIPE WITH TAG STAMPED LS 7388 FLUSH OR UP 0.1' CALIFORNIA REAL TIME NETWORK (CRTN) STATION PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) RECORD DATA PER REFERENCE CITED OFFICIAL RECORDS ELLIPSOID HEIGHT POINT OF BEGINNING BASIS OF BEARING TIE SECTION OR 1 /16 SECTION LINE TIE LINE ONLY 1. THIS RECORD OF SURVEY IS BEING FILED TO SHOW THE RESULTS OF THE SURVEY OF TWO MITIGATION PARCELS AND TO MEET THE REQUIREMENTS OF THE BUSINESS & PROFESSIONS CODE SECTION 8762(b) PARAGRAPHS (4) - (5). IT SHOULD BE NOTED THAT THE LEGAL DESCRIPTION FOR THE MITIGATION PARCELS (INCLUDED IN R1) WAS CREATED FROM RECORD DATA PER R5 BEFORE THIS SURVEY. THE DIFFERENCES BETWEEN RECORD DATA PER R1 AND SURVEYED DATA ARE REFLECTED ON SHEET 2. 2. SOUTHERN CALIFORNIA EDISON IS A PUBLIC UTILITY AND WESTERN RIVERSIDE COUNTY REGIONAL CONSERVATION AUTHORITY, TITLE HOLDER TO PARCEL 1 AND PARCEL 2, IS A PUBLIC AGENCY AND THUS THIS IS NOT A DIVISION OF LAND REQUIRING A PARCEL MAP PER GOVERNMENT CODE 66426.5. REFERENCES R1 RECORD DATA PER GRANT DEED, DOCUMENT # 2024-0279228 O.R. RECORDED 09/16/2024 R2 PM 86/79* R3 PM 97/46-47* R4 IRS 66/92* R5 DOCUMENT #2009-0633335 O.R. RECORDED 12/09/2009. *REFERENCE SHOWS GROUND DISTANCES. MULTIPLY BY 0.99990657 TO OBTAIN GRID DISTANCES. s • . i =1 /,s l y =—00.38'09.2" GROUND DISTANCE= GRID DISTANCE 0.99990657 AT THE 1" OPEN PIPE FOUND AT THE NORTH 1 /4 CORNER SECTION 16. EL=1631.4'f, NAVD88 NO SCALE SEE SHEET 2 FOR FOUND POINT DESCRIPTIONS. NORTHWEST 1/4 OF SECTION 16 NOTE: ADDITIONAL TIES TO ADDITIONAL POINTS NOT SHOWN. DATE OF SURVEY: MAY, 2024 LMSG 33°49'02.63018"N 117°26'42.21025W EH = 413.820 M N: 2243133.22 E: 6198684.04 \ LMHG \ 33'44'39.11274"N \ 117'23'28.57552W \ EH = 465.250 M S84`01 '01 w „N: 2216314.61 6, 533.49' E: 6214729.01 h% lb �J P471 \ `� 33'33'43.64335"N / i 117°3227.07408"W EH = 175.476 M N 2150595.47 E: 6168438.89 SHEET 1 OF 2 SHEETS EXEMPT RECORDING REQUEST PER GOVERNMENT CODE 27383 RECORDER'S STATEMENT FILED THIS 2§�DAY OF Jwne , 2025, AT q=1� M. IN BOOK 1'" OF RECORD OF SURVEYS, AT PAGE 13-24 , AT THE REQUEST OF THE COUNTY SURVEYOR NO. 201.5- W02tq FEE 3 11 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: ��/'jA DEPUTY 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 SOUTHERN CALIFORNIA EDISON IN MARCH, 2024. l AND SG�GF� DAVID A. MORITZ DAVID MOR TZ LS 7388 s� No. 7388 2-1NZ5_ q�F OF cA�\�o� DATE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS I�� DAY OF, 2025. DAVID L. MCMILLAN, LS 8488 COUNTY SURVEYOR �`O�pl LANQ SG k , 4 . r tt. Pt�^ No8 o f q c s A Exp. 12-31-2026 OF CA0F���,! THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CRTN STATIONS 'LMHG", "LMSG", AND "P471" AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AT EPOCH 2O17.50 ON THE NAD83 (2011) DATUM REALIZATION. ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING THE REFERENCE MAP GROUND DISTANCE BY A COMBINATION FACTOR OF 0.99990657. RIV CO 240200 2015 -0 1a021R origw\o4 SEE SHEET 1 FOR BASIS OF BEARINGS, NOTES, AND REFERENCES IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 2 OF 2 SHEETS RECORD OF SURVEY THE NORTHEAST CORNER OF PM 86/79 WAS OF PARCELS 1 & 2 OF GRANT DEED DOCUMENT #2024-0279228 O.R. IN RE-ESTABLISHED BY PROPORTIONATE MEASURE RS 127198 \ BETWEEN THE FOUND NORTH 1/4 CORNER OF\R2 THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 5 SOUTH, SECTION 16 AND THE FOUND 1" PIPE AND RANGE 5 WEST, SAN BERNARDINO MERIDIAN LEGEND MELTED PLASTIC PLUG AT THE NORTHEAST • MONUMENT FOUND AS NOTED CORNER OF PARCEL 3 PM 86/79. MARK THOMAS DATE OF SURVEY: MAY 2024 FOUND ROCK WITH A \ ' O --- � SET 1" PIPE WITH TAG STAMPED LS 738$. SCRIBED "X" IN LOOSE ROCK -- S89 2542"E 2628.97' (N89 38'24"E 2629.- FOUND 1 " OPEN PIPE UP 0.1' IN () RECORD DATA PER REFERENCE CITED MOUND PER PM 86/79, _ _ _ _ _ _ S892542"E 1642.60' (N893824"E 1643.30' R2) DIRT. ACCEPTED AS 1" PIPE AND O.R. OFFICIAL RECORDS RS 127/9/, RS 1 6/92, S8925'42"E 986.37' S89°25'42"E S8925'42"E 1214,10' (S8926'20"E 1214.80' R1) TAG LS 3962 PER PM RS 80/2, RS 66/92, RS 23/61. ACCEPTED AS THE (N893824"E 985.99' R2) 428.50, 86/79 THE NORTH 1/4 POB POINT OF BEGINNING NORTHWEST CORNER I 328.50' CORNER OF SECTION 16. BASIS OF BEARING TIE OF SECTION 16. ( FOUND 1 " PIPE & MELTED (328.66' R2) I 99 99' SET TAG STAMPED LS 7388. SECTION OR 1/16 SECTION LINE PLASTIC PLUG UP 0.1 . ACCEPTED (100.00 GROUND PER R5 AND AS 1" PIPE AND TAG LS 3962 PER DOCUMENT 1998-183094 N TIE LINE ONLY PM 86/79 AT THE NORTHEAST RECORDED 5-8-1998) co ks CORNER OF PARCEL 3. 3; -� Lo -r N nct- N ON ct m "� `� N rn FOUND 1 " PIPE AND TAG STAMPED I N o1c) ^ ^ N o o Lo LS 3962 PER PM 86/79, FLUSH. DETAIL A PARCEL 1 .� NOT TO SCALE ~� DWI PM 86/79 •..,� w GRANT DEED WITH ACCESS w N I EASEMENT DOCUMENT NO. h 2024-0279228 O.R. RECORDED �n o �? c� p 11 o I + ^09/16/2024 INN CN rcr I rajo w FOUND 2" PIPE AND TAG op (n p STAMPED RCE 10614 PER I ? I °j Z- 43 7 NI Z'? o I,N RS 66/92 AND PM 86/79, o o I�0 DOWN 0.2'. ACCEPTED AS ESTABLISHED BY INTERSECTION, NOTHING SET. N `O N lip THE NORTH 1/16 CORNER NOTE: 2" PIPE & TAG STAMPED LS 2488 o Z I0 COMMON TO SECTIONS I FOUND LAYING LOOSE ON THE GROUND T II Z 17/16. DOWNHILL IN THIS VICINITY. I,ry NI I SEE DETAIL A POB R1 PARCEL 1 N o f o (N89 39'16"E 2631.38' R2) FOUND 2" PIPE AND TAG STAMPED RCE RS 8012 N8-24'` - N89 24 30 W 2631.28 - - ` _ - _ _ FOUND 2 PIPE AND TAG STAMPED 10614 PER RS 66/92 AND PM 86/79, N89 24 30 W 575.64 93O"W 575.64' N8924'30"7839.90' RCE 10614 PER RS 66/92 AND PM DOWN 0.2'. ACCEPTED AS THE NORTH 1/16 - (S8924'S8"E 575.64' R1) (S8924'S8"E 840.00' R1) N8924'3O"W 1315.75' 86/79 FLUSH IN DIRT. ACCEPTED AS CORNER COMMON TO SECTIONS 17/16. S02'S8 31 E 2.49 THE NORTH 1/16 C-C CORNER OF SECTION 16. FOUND 2" PIPE AND TAG STAMPED S01'28'18"W 1321.33' SEE NOTE # 1, SHEET 1 I �g LS 2488 DOWN 0.3'. SEE PM 86/79. TO THE WEST 1/4 CORNER OF SEC. 16 NOTE: SEE SHEET 1----o- / 170, •� ' D�'�1�b , FOR CCS83 BASIS OF / Q,, BEARING TIES. N r' �5 5 RS 66192 WEST 1/16 C-C CORNERDETAIL E3 ot Qc O� I ESTABLISHED ON LINE AND NOT TO SCALE MIDWAY BETWEEN WEST 1/4 I CORNER AND CENTER OF SECTION 16. NOTHING SET. J PARCEL 2 0 N ca 'j GRANT DEED WITH ACCESS EASEMENT n N DOCUMENT N0. 2024-0279228 O.R. / N89'23'1W 1316.47' N89°23'10"W 1316.47' / N ON N 10.18 RECORDED 09/16/2024 o 0" ©N 3.63 AC /r ti I � I�ZZ 64 oN of I WEST 1/16 C C CORNER �I 1 1g h FOUND 5/8 REBAR, UP 0.2', PER %ESTABLISHED ON LINE AND MIDWAY (a ,� rr / RS 107/41-42 SHOWN AS S08°59'49"W I BETWEEN WEST 1/4 CORNER AND o I 1�5 �60� ©o N h / 1.38' FROM MIDPOINT. / CENTER OF SECTION 16. SEE DETAIL B ��5 ��1 ) to / FOUND 1 " PIPE AND TAG ,� N8923'35"W 614,40' R1 SEE DETAIL C STAMPED RCE 31653 PER w DETAIL 1✓ -S89 2310E 702.07 N89 23 10 W 614.40 ` R3 AND PM 251 /90-95. _ N89 23'10"W 1316. 47' N89 23'10"W 1316. 47' O z �T TO SCALE FOUND 3/4" PIPE AND PLASTIC N8923'10"W 2632.94' o PLUG STAMPED LS 4768 PER RS 80/2, RS 107/41-42, y --00'38'09.2" (N89 40�07��E 2633.29 R2) / FOUND 1 " PIPE AND TAG STAMPED M RS 114/3, PM 179/66-67 AND (N89 24 06 W 2633.30 R3) N RCE 31653 PER PM 97/47 AND I GRID DISTANCE ,o 0 PM 251 /90-95, DOWN 0.7 . _ �. GROUND DISTANCE = » PM 251 /90-95. ACCEPTED AS 30 / �- 0.99990657 FOUND 1 PIPE AND TAG RCE 31653 LOOSE IN A ACCEPTED AS THE WEST 1/4 RP'S TO CENTER OF SECTION 16. CO CORNER OF SECTION 16. z Z AT THE 1" OPEN PIPE FOUND AT THE PILE OF ROCKS ALONG WITH A 2 PIPE AND TAG \J * , u NORTH 1/4 CORNER SECTION 16. LS 2488, BOTH LOOSE AND STOOD UP BY ROCKS i� _ (304" 0 y AZ. / IN THIS VICINITY. NOT HELD. SEE PM 97/46-47. / /M N$9'26'04"W R3) EL=1631.4't NAVD88 o o PM 971,d6-47,RS 118157 FLUSH !29•97'* 29.97'* DOWN 0.4' U MARK N89 23'10 "W N89 23'10 "W 0 250 500 750 1 OOFEET 7/41 42 PM 251/90�-95 N89 23'10"W 2632.94'THOMAs SCALE 1" =250' RS1 POB R1 PARCEL 2 N CENTER OF SECTION 16. POINT RIV CO 240200 FALLS IN ROADWAY. SET DOWN 0.2.