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rs166_0922015-P 03*zlzz5 Ors ��� 17TH AVENUE LOCATION c� Of r,K ui a 18TH AVEN U E VICINITY MAP [IV7700J NOT TO SCALE � �o s 1�74 w 754 } E]GRID 58%51 CG N,>> -90, X 1p/ CONVE-RCENCE ANGLE\a A T MONUMENT F 2 Q C018NED FA C TOR © A T MONUIV NT 0 0.9999435580. . -� 1 � \ W � 2 SE 1/4, SEC. 7 T3S, R6E, SBM ?� PUBLIC RESOURCE CODE II, GEODETIC CONTROL DIAGRAM [Nl7oO3'28.77 11w] [3492.5022' ]GRID [NO0005'40.69"E] [2638.0420']GRID (THIS DIAGRAM PROVIDE FOR COMPLIANCE WITH SECTION 8813.1, 8813.2 AND 8813.3 OF THE PUBLIC RESOURCE CODE) DA TUIV STATEMENT BASIS OF COORDINA TES.*, NORTHING AND EASTING COORDINATES IN THIS SURVEY ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, (CCS83-VI) AND ARE DERIVED FROM NGS CONTINUOUSLY OPERATING REFERENCE STATIONS "MSCG", "P585" AND "WWMT", AS PUBLISHED BY THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (SOPAC), EPOCH 2O17,50, PUBLISHED AS FOLLOWS: STATION NORTHING EASTING ELEVATION MSCG 2,321,745.631 6,441,100.589 3100.021 P585 2,314,671.994 6,472,048.232 3249.601 WIDC 2,283,789.783 615187663.286 1567.740 DISTANCES SHOWN HEREON IN GROUND UNLESS OTHERWISE NOTED. GRID TO GROUND ADJUSTMENT WAS MADE AT POINT F2_1, WITH THE FOLLOWING DERIVED GRID COORDINATE DATA: STATION NORTHING EASTING ELEVATION F-2� 212807450.922 6,519,687.775 1438.389 ADJUSTED GROUND VALUES WERE DERIVED BY DIVIDING GRID COORDINATES BY A COMBINED SCALE AND ELEVATION FACTOR OF 0.9999435580. COORDINATES SHOWN HEREON ARE EXPRESSED IN TERMS OF THE US SURVEY FOOT AS DEFINED IN SECTION 8810 OF THE PUBLIC RESOURCES CODE. GRID COORDINATES FOR ADDITIONAL SURVEY POINTS STATION NORTHING EASTING ELEVATION F1 2,277,812.883 6,519,683.418 1349.748 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY ARE BASE ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, (2017.50 EPOCH) AS PER GRID INVERSE CALCULATIONS BETWEEN CONTINUOSLY OPERATING REFERENCE (C.O.R.S.) STATIONS "WIDC" AND "P585" PER PUBLISHED VALUES PROVIDED BY THE SCRIPPS ORBIT AND PERMANENT ARRAY CENTER (S.O.P.A.C.), BEING: NORTH 56"28'32,70" WEST IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA , SHEET 1 OF 1 SHEET RECORDER S STA TEMENT RECORD OF SURVEY RECORD- DATA: FILED THIS S" DAY OF ��o�e.�C _ , 20�;��., I M. I N BOOK 1OUTHEAST UARTER OF THE NORTHEAST QUARTER AT ll*, . 66 OF RECORDS OF SURVEY, THE SOUTHWEST QUARTER OF THE S Q !)Rl DENOTES RECORD DATA PER PMB 25 10f OF THE SOUTHEAST QUARTER OF SECTION 7, r AT PAGE _��, TOWNSHIP 3 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN )R2 DENOTES RECORD DATA PER PMB 222/69-71 AT THE REQUEST OF THE COUNTY SURVEYOR. )R3 DENOTES RECORD DATA PER PMB 224/ 100-101 NO. 1416 ' 03217,15 ENJAMIN DANIEL EGAN P.L.S. 8756 o q 6 FEE DATES OF SURVEY: 7/26/2020 - 7/27/2020 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER F2_]FOUND 1" IRON PIPE, TAG BY: DEPUTY J FOUND 3/4,= IRON PIPE, TAG MISSING, DOWN 0.4 , ACC. MISSING, DOWN 0.8', ACC. AS E 1/4 CORNER OF SEC. 7, AS CENTER 1/4 CORNER OF PER R2 SURVEYOR :S S TA TEMENT• SEC. 7, PER R2 17TH AVENUEjt L L. A NQ N89052'32" 2648.35' S89056'56"E 2648.09' R1(N89055'12"W2648.08' R2(N89057'13')W 2648.35' R3 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME owl- 1324.19 (1324.05')Rl (1324.34)R2 (1324-17')R3 1324.16 (1324.04')Rl (1323.74')R2 (1324,18')R3 OR UNDER MY DIRECTION IN CONFORMANCE WITH THE <c, >t- ��, G ' REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' o "1 662.08 662.08 � 0: m FOUND 3 4" IRON PIPE TAG EST. BY MID ACT, AT THE REQUEST OF ROBERT MCANDREW, IN JULY, a- Z 0 f N 0. 8756 ' POINT SPLIT 2020. � � 77 MISSING, DOWN 0.4 ACC. AS 1 16TH CORNER OF SEC. 7, `��' f � q� � PER R2 -� F OF Nco BENJAMIN DANIEL EGAN DATE: 00 CC) P.L.S. 8756 Of CD 00 EST. BY MID O Lo EST. BY POINT SPLIT � � COUNTY SURVEYOR'S STA TEMENTO CD INTERSECTION ;� �'.00 ,l, THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH CD FOUND 3/4" IRON PIPE, N89°53'23"W 1323.53 `�' SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' p1. LA NQ JJ JJ 1 . 76' r 76' i1 `�� cv �- TAGGED LS4075 , FLUSH, �w ACT TH I S _.. z DAY OF �?� 20-A cs L. M�' G -^ ACC. AS CORNER PER R2 330.88 330.88 w ��, Q � �, p 4 o cr o NO, 8488 0 CD w 00 00 • �o N �-`. ' a of bCDST. BY EST , BY MID �- _ T_ m oT POINT SPLIT POINT SPLIT DAVID L. MCMILLAN, LS 8488 ��� 4Q` F � �'� CDN89 53 48 W 661.60 - COUNTY SURVEYOR Of �p o m �p'� 330.80 ' w 330.80 ' - �; Co z re) Q �' '�� o0 `��,�� 0 " EST. BYDESCRIPTION:00 LEGAL Of ' c.�INTERSECTION c `�' I� �- T S.F.N., EST. BY o �,, CD �, w THE SOUTHWEST 1/4 Or THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHEAST MID -POINT SPLIT, , �' L I z 1/4 OF SECTION 7, TOWNSHIP 3 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND CD NOTHING SET 661.45 , 661.44 .� _ �' MERIDIAN. ,�'"�330.72 330. 2 fr-, 1323.00 (1323.00')R2 1322.89 1322,70 R2 CDN89° 54' 14"W 2645.89'(N89056'51))W 2645.70' R2 EASEMENTS* ESTBY EST. BY MID . Q S.F.N., POINT SPLIT 4. AN EASEMENT SOUTHERN PACIFIC RAILROAD COMPANY FOR ROADS AND 0 o INTERSECTION, INCIDENTAL PURPOSES, RECORDED MAY 23, 1912 IN BOOK 347 OF DEEDS, S NOTHING SET ' /� PAGE 127. {THE LOCATION OF THE EASEMENT CANNOT BE PLOTTED FROM �., S.F.N., EST. BY � CD MID -POINT SPLIT, RECORD INFORMATION.) 00 w �' NOTHING SET � `� 5 AN EASEMENT TO COUNTY OF RIVERSIDE FOR PUBLIC ROAD AND UTILITY o `�' '=` �N PURPOSES, INCLUDING DRAINAGE PURPOSES AND INCIDENTAL PURPOSES, CD CD S.F.N. EST. BY o N RECORDED SEPTEMBER 01, 2010 AS INSTRUMENT NO. 2010-418564 OF O.R. cam♦ o .. -� o CD M I D--PO I N i SPLIT , C) NOTHING SET S . c3 z MONUMENT NOTES. C) ©C) N89 Q 55' 05"W �--' 1322.2o' t--w J ! �.. O DENOTES SET 1" IRON PIPE STAMPED "LS 8756', FLUSH. C 661.13 (661.14')Rl 661.13 (661.14')Rl �� �..,. S DENOTES FOUND MONUI��ENT AS NOTED o0 CD FOUND 1 " IRON P I PE " �' C �- , FOUND 1 IRON PIPE, � �, . JJJJ J � SURVEYOR S NO TE TAGGED IS 3008",FLUSH, � � TAGGED LS 3008 ,FLUSH, F SURVEY S FILED TO FULFILL THE MANDATORY FILING � c� ACC. AS CORNER PER R1 ACC. AS CORNER PER R1 � THIS RECORD 0 SU E I L REQUIREMENTS OF SECTION 8762(B)(2), (3), (4) & (5) OF THE PLS ACT. co 00 cr)N T-- CD �) I Lc-)Ln CAD CD A BBRE VIA TIONS: w C OR C/L CENTERLINE N NORTH Q 00 FOUND 2X2 W/ NAIL & �, COR. CORNER R OR REF. REFERENCE co TAG "RCE 8821", NO REF. �`� � �, � � � � ON DOWN R/W RIGHT-OF-WAY ACC. AS. 1/16TH CORNER co S.F.N., EST. BY � E EAST S SOUTH OF SEC. 7 IN LIEU OF 2X2 MID -POINT SPLIT, ESMT EASEMENT SEC. SECTION STAMPED IS 3008" PER R1 NOTHING SET EST. ESTABLISHED S.F.N. SEARCHED, 660.81' (660.84')Rl 660.81' (660.84 ')Rl I IRON PIPE FOUND NOTHING MIN 1321.62' 1321.69' R1 1321.65')R2 1321.62' (1321.68')Rl (1321.65')R2 INT. INTERSECTION W WEST N89 55 56 W 2643.44 (WEST 2643.37 )R1 (S89058'31"E 2643.30 )R2 18TH AVENUE MON. MONUMENT FOUND 2" BRASS DISC, STAMPED � „ "R I V . CO. SURV . - T.3 S. R.6 E. 250 125 0 250 500 750 F-11 FOUND 2 BRASS DISC, 4 - S 7 S 18 - 1987" DOWN 1.0', ACC. AS SE 1/4 f DOWN 0.6' ACC. AS S 1/4 CORNER OF SEC. 7, J CORNER OF SEC. 7, PER R 1 AND R2 SCALE: 1 "=250 ' PER R 1 & R2 RI V. CO. 25-0147 SECTION 7, T. 3S. , R. 6E. , S. Be Y.