Loading...
rs167_033IN THE UNICORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY SECTIONS 35 & 36, TOWNSHIP 5 SOUTH, RANGE 17 EAST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. cn r to co �- cn ' N SMITHCO SURVEYING ENGINEERING S27 S26 S34 S35 �S 905�' NW CORNER SECTION 35 FOUND AND ACCEPTED 2" IRON PIPE WITH BRASS CAP MARKED FOR CORNER, UP 6" PER (R2) S89 ;33'56 "W (R1) S89`33'50"W 2657.73' N 1/4 CORNER SECTION 35 SEARCHED FOR, NOT FOUND, ESTABLISHED BY SINGLE PROPORTION PER R1 5315. 45' (RI) 5315.45' .P. 2657.72' JULY 2022 N RT N 1/4 CORNER SECTION 35 NE CORNER SECTION 35 SEARCHED FOR, NOT FOUND, 800, 400' 0 800, 1600' SEARCHED FOR, NOT FOUND, ESTABLISHED BY SINGLE PROPORTION ESTABLISHED BY COMPASS PER R1 RULE PER R1 SCALE: 1" = 800' 589 2126 "W (R1) 5290. 96' (RI) S89'21'20"W 5290.96' 2645.48' S.P.2645.48' NST co J R17E R18E�` ►— ? S25 S30 S36 S31 p�, 1957 LAND NE CORNER SECTION 36 C) 014 o FOUND & ACCEPTED 3" BUREAU W 1/4 CORNER SECTION 35 , 0 SEARCHED FOR, NOT FOUND, OF LAND MANAGEMENT BRASS CAP ESTABLISHED BY SINGLE w N N C) ` - C) ON 2.5" IRON PIPE, IN ROCK PROPORTION PER R1 �? icy MOUND PER R1 00 00 N N c E1/4 COR SEC 35 ctii Cl/4 COR SEC 35 N_ SEARCHED SEARCHED FOR, NOT FOUND, ESTABLISHED BY ESTABLISHED BY SINGLE PROPORTION INTERSECTION i SEC TI ON 36 N89.30'36"E 5310.84 S.P. N89`23'11 "E 5299.58' ' 1' 1327.71' 2649.30' 2650.28' 1327.71 S. P. 1327.71 1327.7 S.P. S ECTION 35 w It �. w N co-) N ! r -; to CD �' N r ,per N1 to3 wcoo r rZI w*C3 N �t � co CD � C7 � N �� C Z N ;�'V Z � N89'28'59"E 2654.2 ' S.P. N8 ' 8'59"E 2654.28' Of � � x 1327.14 INT. _' 663.57 'rS.P.663.57INT. 663.57 I 663.57 1327.14' S.P. � PARCEL 1 PER DOC. 2021-0508572 0. R. � /'Ml Y w/�'� CD w r O w w� /� � ' ' w LID O (r coLID ~CN e \r.J N �2 O C)') N N ' r CO e= N It CAI rCD r z z z E112 SE114 SW114 & 5112 SE1/4 SEC 35 '-.. 132fi.56' S.P. 663.28' 663.28' 663.28' 663.28'LS.P. 1326.56' 09*27'22PPE T5S N89 2726'E (RI) Sy. S.P. S, p. 5306. 24 006.24 (R1) R17E S34 S35 S3 S2 may, T6S C� 2008 �© PLS SW CORNER SECTION 35 FOUND & ACCEPTED 2.5" BC MARKED MWD PLS 7083" IN 1.5" IRON PIPE PER R1 & R2 REFERENCES (Rl) PER RECORD OF SURVEY, M MEASURED RECORDED IN BOOK 1299 RS RECORD OF SURVEY PAGES 3 TO 15, RIVERSIDE PM PARCEL MAP COUNTY RECORDS. N NORTH S SOUTHE (R2) PER RECORD OF SURVEY EAST N0, 23-0144, RECORDED IN W WEST BOOK ___, PAGE S.P. ESTABLISHED BY RIVERSIDE COUNTY RECORDS. SINGLE PROPORTION INT. ESTABLISHED BY INTERSECTION. Cl/4 COR SEC 36--/ ESTABLISHED BY 3 INTERSECTION 00 0 cn SW 1/4 � z PARCEL 2(.0 PER DOC. # 2021-0508572 O.R. GRANT DEED RECORDED 08/25/2021 N 89'26'48"E 2653.12' N89 26'52'E (R1) 265312' (R1) T5S R17E S35 S36 S2 S1 y TH c 4 2008 PLS SE CORNER SECTION 35 FOUND & ACCEPTED 2.5" BRASS CAP MARKED "MWD PLS 7083" IN 1.5" IRON PIPE PER R1 x NOTHING SET, LOCATION ESTABLISHED AS NOTED DOC. DOCUMENT NUMBER, RIVERSIDE COUNTY RECORDS • FOUND MONUMENT AS NOTED T5S R17E R1 8E S35 S36 SZ S1 3 �y T6S q� 0 2008 ,�Q PLS SE CORNER SECTION 36 FOUND & ACCEPTED 2.5" BRASS - CAP MARKED "MWD PLS 7083" IN 1.5" IRON PIPE R1 N 89`26'48"E 2653.12' N89 26 52'E (RI) 2653-12' (RI) E1 f4 CORNER SECTION 36 �--FOUND &ACCEPTED 3" BUREAU OF LAND S.P. MANAGEMENT BRASS CAP IN ROCK MOUND PER R1 S1/4 CORNER SECTION 36 SEARCHED FOR, NOT FOUND, ESTABLISHED PER R1 BY SINGLE PROPORTION NOTES: 1. ALL DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF, UNLESS OTHERWISE INDICATED 2. ALL PIPE DIAMETERS SHOWN HEREON ARE MEASUREMENTS OF INSIDE DIAMETER. 3. NO MONUMENTS WERE SET IN THE PERFORMANCE OF THIS SURVEY. I % orl9iyolo aoa5 � p 3l5 q 11 SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS �r� DAY OF TkQtM 20 a5_ AT _1 � _o I � . M. IN BOOK I � OF RECORDS OF SURVEY A7 PAGE _33 AT THE REQUEST OF THE COUNTY SURVEYOR. No..A-oa5 - 0 31s91 o� FEE: $ -_`-9------- PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER - -df n# BY: ,DEPUTY STATEMENT OF PURPOSE: THIS MAP IS BEING FILED PURSUANT TO SECTION 8762b(4) OF THE PROFESSIONAL LAND SURVEYORS' ACT TO INDICATE POINTS OR LINES NOT SHOWN ON ANY SUBDIVISION MAP, OFFICIAL MAP OR RECORD OF SURVEY IN THE PERFORMANCE OF A SURVEY FOR PARCEL DESCRIBED AS PARCEL 1 AND PARCEL 2 IN DOCUMENT N0. 2021-0508572, OFFICIAL RECORDS. BASIS OF BEARINGS THE WEST LINE OF SECTION 35, TOWNSHIP 5 SOUTH, RANGE 17 EAST, SAN BERNARDINO MERIDIAN WAS TAKEN AS SOUTH 00931'49" EAST PER RECORD OF SURVEY No. 23-0144, RECORDED IN BOOK ___, PAGE ___, RIVERSIDE COUNTY RECORDS. 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 WILDLANDS IN JULY, 2022. D'ARTAGNAN ALBA, P.L.S. 9052 EXP. 09- 30- 2027 ll• s•20 DATE COUNTY S URVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT 4 p THIS �v __ DAY OF DAVID L, McMILLAN, COUNTY SURVEYOR L.S. NO. 8488 L4/V5� sG CL_ No. 8488 X s� �Q q� OF c A'�1F�� RIV CO 23-0151