Loading...
rs152_014SHEET 1 OF 1 SHEET IN THE CITY OF HEMET, COUNTY OF RIVERSIDE, RECORDER'S STATEMENT STATE OF CALIFORNIA FIL DTH Zk, _ DAY OF 2019, AT m. IN BOOK RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR. PURPOSE OF SURVEY: RECORD OF SURVEY THE PURPOSE OF THIS SURVEY IS TONO. �p���JODIr BEING A SURVEY OF LOT 3, TRACT NO. 62329 M.B. 92/13-14, FEE •� ESTABLISH AND MONUMENT LOT 3 OF IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY PETE AtDANA, ASSESSOR -COUNTY CLERK -RECORDER TRACT NO. 6232, M.B. 92/13-14. BEING A PORTION OF THE SOUTHWEST 1/4 OF SECTION 15, o.07X TOWNSHIP 5 SOUTH, RANGE 1 WEST, S.B.M. /m 01 DEPUTY WAVY - - ----- JEFFERY L. MAYS, PLS 6379 0 DATE OF SURVEY: AUGUST 2017 AND FEBRUARY 2019 SURVEYOR S STATEMENT: JRN CIVIL ENGINEERS 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 GRANITE INVESTMENT GROUP IN 2017 AND SAUNDERS REHASTE STERNSHEIN & HARVEY, LLP IN 2019. LS* NO* 6379 JUTOY L MAYS REFERENCES: (R1 } - TRACT NO. 6232 M.B. 92/13-14 FOUND MONUMENT AS NOTED (R2) - PARCEL MAP NO. 13638 0 SET' MONUMENT AS NOTED P.M. 67/54 SFN SEARCHED, FOUND NOTHING (R3) - PARCEL MAP NO. 18948 P.M. 114/63 (R4) - PARCEL MAP NO. 6038 P.M. 13/80 N 8* 19'46 W 17 (N 89'm 19'95419 W" R 1 /R2R3) JOHNSTON D, (N 89'020"34" W R4 cq 0 co :D L3 c*q 0 co C W 18 to L5 �I _4 LO w 001N uj w Ift UJ Ift I - Muj.T_ 0144- N Lo o sio OLon z Z LV 5 JN: 1672218119 350-24' BEARING 969.96' DISTANCE 604 17.97' 0 N CD ci 1207.19' (1207.20' R1) Aft L2 • co C6 � cn M N CC cq 0 co :D L3 c*q 0 co C W 18 to L5 �I _4 LO w 001N uj w Ift UJ Ift I - Muj.T_ 0144- N Lo o sio OLon z Z LV 5 JN: 1672218119 000"% LO LO BEAR/NGS: BASIS OF THE BASIS OF BEARINGS FOR THIS SURVEY ISN 00046119" E ALONG THE CENTERLINE, OF STATE STREET AS SHOWN ON THE MAP OF TRACT NO. 6232, FILED IN BOOK 92, PAGES 13-14 OF MAPS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER. COUNTY SURVEYOR'S STATEMENT; THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION HE PROFESSIONAL LAND SURVEYORS' ACT THIS-jR4!. oE 8766 OF T DAY OFAI*r;-I.- ,2019. 100, 09 1009 2009 SCALE: 1 100' DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP. 12-31-20 vEivuE 1320.20' (1320.221 R1 (1320.321 R3 (1320.28' R4) 350-24' BEARING 969.96' DISTANCE Ll 17.97' 89* 14'30" 1207.19' (1207.20' R1) Aft L2 • co E 331.86' (332.00' R1) 332.01' (332.009 1 R1) 244.06' (244.17' R1/R2) 1 011"N N I v 11!�� !O� 12 "0. N lc,•� 00 89*20'03" W 000"% LO LO BEAR/NGS: BASIS OF THE BASIS OF BEARINGS FOR THIS SURVEY ISN 00046119" E ALONG THE CENTERLINE, OF STATE STREET AS SHOWN ON THE MAP OF TRACT NO. 6232, FILED IN BOOK 92, PAGES 13-14 OF MAPS, IN THE OFFICE OF THE RIVERSIDE COUNTY RECORDER. COUNTY SURVEYOR'S STATEMENT; THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION HE PROFESSIONAL LAND SURVEYORS' ACT THIS-jR4!. oE 8766 OF T DAY OFAI*r;-I.- ,2019. 100, 09 1009 2009 SCALE: 1 100' DAVID L. MCMILLAN, COUNTY SURVEYOR P.L.S. 8488, EXP. 12-31-20 vEivuE 1320.20' (1320.221 R1 (1320.321 R3 (1320.28' R4) 13 W N C3 0 C3 w w I I w- a uj SFN 0 0 o ol.. Id' CL�� Uj Ld LLJ Ld (.0!ON' 04 N (0 Lo %�-�!�N r*-- mloo 1320.04' qd- Lo (1320.081 R4) 10 10) 0 4 Z Z l :4- qd- It oo !o0 N � (C) 100 loo 317.13' 04 z z10 °; (317.001 R1) 332-08Izz331.89261.94' m(317.249 R3) (332.001 R1) (332.009 R1) (262.030 R1 /R2)' `� N 89*20'03" W I 1243.04' 6 (N 89*20'06" W R1) 7 SFN 8 13 (1243.030 R 1 14 (N 8902092791 W R3) (N 89*2092819 W R4) 0 0 0 ' �Q���� � [PL%E@F�L HIP H@❑ 0@0©aPL%R@Fw� HIP m@0 �0@ of of o a [PON 0 0/@@ N ^ 44 0) 0o (m c; MONUMENT AND ESTABLISHMENT NOTES: FOUND PUNCHED MANHOLE) 4-31 MAG NAIL WASHER TIES STAMPED LS g FOUND 3/4" IRON PIPE, RCE 11092 PER (R1), DOWN 1.01 8231 AND 4 LT&T CURB TIES STAMPED LS 8231 PER CORNER RECORD ACCEPTED AS THE SOUTHEAST CORNER OF LOT 3 OF (R1) DOCUMENT NO. 18-0179. FOUND 3/41' IRON PIPE, RCE 11092 PER (R1), DOWN 0.1', FOUND 1" IRON PIPE, LS 6054, NO REF., ACCEPTED AS INTERSECTION ACCEPTED AS THE NORTHEAST CORNER OF LOT 3 OF (R1) OF JOHNSTON AVENUE AND STATE STREET, FLUSH. 11 FOUND 3/41' IRON PIPE, RCE 11092 PER (R1), DOWN 0.1', FOUND SPIKE AND WASHER, LS 6054, NO REF., ACCEPTED AS ACCEPTED AS THE NORTHEAST CORNER OF LOT 4 OF (R1) 4 INTERSECTION OF STETSON AVENUE AND STATE STREET, FLUSH. 12 FOUND 3/411 IRON PIPE, RCE 19640, DOWN 0.31, NO REF., ACCEPTED FOUND 1 #1 IRON PIPE, RCE 12116, FLUSH, PER (R3), ACCEPTED AND AS THE NORTHEAST CORNER OF LOT 5 OF (R1) HELD AS THE SOUTHWEST CORNER OF PARCEL 1 OF (R3). 13 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION. (D SEARCHED, FOUND NOTHING, CENTERLINE ALIGNMENT ESTABLISHED -BY HOLDING THE 33.00'RIGHT OF WAY HALF WIDTH FROM POINT 14 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. NUMBER 4. 1 15 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. FOUND 1 " IRON PIPE, NO TAG DOWN 0.2 9 NO REFERENCE, S8700715911E a - 0.431v DID NOT ACCEPT, POSITION ESTBALISHED BY INTERSECTION. 16 - SET LEAD, TACK AND TAG, LS 6379, IN CONCRETE, AT CORNER BY FOUND 11' IRON PIPE, RCE 19640, NO REF., DOWN 0.31, ACCEPTED AS a PROPORTION. THE SOUTHWEST CORNER OF LOT 4 OF (R1), HELD FOR LINE. 17 SET LEAD, TACK AND TAG, LS 6379, IN CONCRETE, AT RIGHT OF WAY D8 FOUND 3/4" IRON PIPE, RCE 19640, NO REF., UP 0.1', ACCEPTED AS THE POINT OF INTERSECTION. _ SOUTHEAST CORNER OF LOT 4 OF (R1)1 g SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION LINE 350-24' BEARING 969.96' DISTANCE Ll 17.97' 89* 14'30" 1207.19' (1207.20' R1) Aft L2 SSI.,C26 299.26' (299.03' R1) E 331.86' (332.00' R1) 332.01' (332.009 1 R1) 244.06' (244.17' R1/R2) 1 011"N N 89*21'17" 10 11!�� !O� 12 "0. N lc,•� 00 89*20'03" W 44.00' !(0 LO cr !� 89*20903" W 33.00' " ! r ! w rn rV"t � cNo � ! � f LOT 3 Com{) D=@U 4� SFN 0 @ O Ki � ! � aa�� (0 ! oE3 @ Q2 ! /A00/1 1 9 SFN PIff2@M= t N 89'*21'17" W317.17 --`(N 89'020"06" W 317.00 R1 16 13 W N C3 0 C3 w w I I w- a uj SFN 0 0 o ol.. Id' CL�� Uj Ld LLJ Ld (.0!ON' 04 N (0 Lo %�-�!�N r*-- mloo 1320.04' qd- Lo (1320.081 R4) 10 10) 0 4 Z Z l :4- qd- It oo !o0 N � (C) 100 loo 317.13' 04 z z10 °; (317.001 R1) 332-08Izz331.89261.94' m(317.249 R3) (332.001 R1) (332.009 R1) (262.030 R1 /R2)' `� N 89*20'03" W I 1243.04' 6 (N 89*20'06" W R1) 7 SFN 8 13 (1243.030 R 1 14 (N 8902092791 W R3) (N 89*2092819 W R4) 0 0 0 ' �Q���� � [PL%E@F�L HIP H@❑ 0@0©aPL%R@Fw� HIP m@0 �0@ of of o a [PON 0 0/@@ N ^ 44 0) 0o (m c; MONUMENT AND ESTABLISHMENT NOTES: FOUND PUNCHED MANHOLE) 4-31 MAG NAIL WASHER TIES STAMPED LS g FOUND 3/4" IRON PIPE, RCE 11092 PER (R1), DOWN 1.01 8231 AND 4 LT&T CURB TIES STAMPED LS 8231 PER CORNER RECORD ACCEPTED AS THE SOUTHEAST CORNER OF LOT 3 OF (R1) DOCUMENT NO. 18-0179. FOUND 3/41' IRON PIPE, RCE 11092 PER (R1), DOWN 0.1', FOUND 1" IRON PIPE, LS 6054, NO REF., ACCEPTED AS INTERSECTION ACCEPTED AS THE NORTHEAST CORNER OF LOT 3 OF (R1) OF JOHNSTON AVENUE AND STATE STREET, FLUSH. 11 FOUND 3/41' IRON PIPE, RCE 11092 PER (R1), DOWN 0.1', FOUND SPIKE AND WASHER, LS 6054, NO REF., ACCEPTED AS ACCEPTED AS THE NORTHEAST CORNER OF LOT 4 OF (R1) 4 INTERSECTION OF STETSON AVENUE AND STATE STREET, FLUSH. 12 FOUND 3/411 IRON PIPE, RCE 19640, DOWN 0.31, NO REF., ACCEPTED FOUND 1 #1 IRON PIPE, RCE 12116, FLUSH, PER (R3), ACCEPTED AND AS THE NORTHEAST CORNER OF LOT 5 OF (R1) HELD AS THE SOUTHWEST CORNER OF PARCEL 1 OF (R3). 13 SEARCHED, FOUND NOTHING, ESTABLISHED BY PROPORTION. (D SEARCHED, FOUND NOTHING, CENTERLINE ALIGNMENT ESTABLISHED -BY HOLDING THE 33.00'RIGHT OF WAY HALF WIDTH FROM POINT 14 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. NUMBER 4. 1 15 SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION. FOUND 1 " IRON PIPE, NO TAG DOWN 0.2 9 NO REFERENCE, S8700715911E a - 0.431v DID NOT ACCEPT, POSITION ESTBALISHED BY INTERSECTION. 16 - SET LEAD, TACK AND TAG, LS 6379, IN CONCRETE, AT CORNER BY FOUND 11' IRON PIPE, RCE 19640, NO REF., DOWN 0.31, ACCEPTED AS a PROPORTION. THE SOUTHWEST CORNER OF LOT 4 OF (R1), HELD FOR LINE. 17 SET LEAD, TACK AND TAG, LS 6379, IN CONCRETE, AT RIGHT OF WAY D8 FOUND 3/4" IRON PIPE, RCE 19640, NO REF., UP 0.1', ACCEPTED AS THE POINT OF INTERSECTION. _ SOUTHEAST CORNER OF LOT 4 OF (R1)1 g SEARCHED, FOUND NOTHING, ESTABLISHED BY INTERSECTION LINE RADIUS BEARING C1 90'06'05" DISTANCE Ll N 89* 14'30" W 33.00' L2 N 00*46'03" E 33-00' L3 N 89*21'17" W 33.00" L4 N 89*20'03" W 44.00' I�L5 N 89*20903" W 33.00' CURVE DELTA RADIUS LENGTH C1 90'06'05" 18.00' 28.311 (90"06'131' 18.00 28.31 R1 C2 89*54'44" 118.00'18.00' 28.25' (89'054'45 so 8.25' - R1A 1 1 44' 001 LO 0 of wN 00 x 0 0 c; c c6 0 cq 0 10 co co 44' L4 op 6A_ RIV CO 19-024