Loading...
rs153_071BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON NGS CONTROL STATIONS "PIN1 ", "P486", AND "P600" NAD 83(2011) EPOCH 2010.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS SPECIFIED OTHERWISE. GRID DISTANCES, MAY BE OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A COMBINATION FACTOR OF 0.999982124. CALCULATIONS ARE MADE AT X205 WITH COORDINATES OF: N: 2,216,142.020 E. 6, 553, 259.87 , USING AN ELEVATION OF: 6 9.87'. GPS. CONTROL P600 / E:6,573,244.20 / 4 w Q1 p cv o7 �? #804 a, co �,� N: 2 216 248.69 h -Z ^; E: 6,551,940.88 A `lb �►<v �p z 1� ,plb NO°20'37"W 1 663.35, GRID #708 GR\0 . / 61 N. 2 215 585.34 Ir �E 1zi E: 6,551,944.86 N4�3 �- i IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, CALIFORNIA Z ECORD OF SURVEY W Ya COR. 41 Sl AVENUE W � #804 FD. 1" IP TAGGED, LS 3018 DN. 0.5' PER R2 I I _ N89057'23"W 1318_66' GPS. CONTROL PIN _• _ �• ^� N p� 100.00' k4l\�^ ��� \ E:6,498,294.30 � I �F����o � ^�` ` AERODROME AVE. \ j� CID \clq?8� ��J M � I CD j� O Oft , �OBti�S N � O �W'LY.100' z � J 100.00,M CN w N U -)II o (o N89054'52"W 1318.84' ... DETAIL IDIsok0 \ � I N n \O Iln p W ISM \ II o FD. 3/4" I.P. NO TAG, \ II z DN 1',NOT ACCEPTED AS PROP. COR. I� A PORTION OF THE SW 1/4 OF THE NE 1/4 OF THE SW 1/4 OF SECTION 8, T.SS., R.7E., S.B.M., IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA j"LS 7731q' � �.i�JULY 2019NY4 CO- FOUND 1" I.P. WITH DISINTEGRATED PLASTIC PLUG, DN. 6". ACCEPTED AS CENTER 1/4 CORNER SEC. 8, T. SS., R. 7E.,S.B.M. PER R1 & R2. SET PLASTIC PLUG STAMPED "LS 7731". CORNER LIES AT THE BASE OF A CURVED 12" DIA. TAMARISK TREE. FD. 2X2 TAGGED "RIV. CO. SURVEYOR" DN. 0.6' PER CR 99-131 & R2 N89°59'32"W 2635.62' (N89°55'52"E 1635.73')R2 40� - SEEMED_ FD. COPPERWELD 1 STAMPED "RCE 13191" FLUSH PER w CR 14-0025. o co 00 • 0(o co co co N ao�o-oo►Q3�� nz i(i SHEET 1 OF 1 SHEET RECORDER'S STATEMENT FILED THIS� �AY OF�iq� AQP 20�Q, AT 11:3Y �.M. IN BOOK 153 RECORDS OF SURVEY, AT PAGE I AT THE REQUEST OF THE COUNTY SURVEYOR. No. FEE Y' q4000 PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY: N AVENUE SURVEYOR'S NOTES � �� SEE DETAIL 1317.81 (1317.86)R2 658.90' 658'91 � � B N I I�Iro oQf 00 06CAI (0� LO n r4i (0 Lo Lo CD rn 3 Mo' LO N 00 co LO Z O I� v SEE DETAIL "A" coo V �co NTS »A» C 1/4 COR. 4151 0.50' (4.50') R4 R&M N89054'52"W 1318.84 ' � (1320')R4 SCALE: NTS GPS. CONTROL P486 N: Z:\1804200.02\DWG\ROS.DWG E:6,539,573.86 DETAIL "B" NM #708 AVENUE FD. 1" I.P. TAGGED - LS3018 DN, 0.5' PER R2 1c,2 DENOTES 'o^ N'LY. COR. LOT 118, MB o N 46/71-72 ESTAB. o a, °'• ao PROPORTIONATE DIST. PER R3. N PO N •• LOT w N ' LY . LINE 118 co LOT 118 LOT DENOTES N w to DENOTES 1 N89 ° 57' 23"W 1318.66 • � I `00 ° I00 - - - - - - - - - - - - - - - "I C14 659.29' I 659.37 N tK' 00 IN FD. 1" I.P. DN. 1.0, BENT. BASE OF I.P. FITS TIES PER CR 03-246 • DENOTES FOUND MONUMENT AS NOTED N89054'52"W 1318.84' (1320')R4 DENOTES SET 1" IRON �- N •• () �✓ RECORD DATA SEE DETAIL " LOT DENOTES w� w R2 DENOTES B" 118 rJAMAICA Q . LO c°C%4 SW /4 N w LO 00 w SANDS DR w 3 i ` NEl O P6 0 �co Z (0 ° DENOTES Ld LL �� • pe) O w SW /4 NGS CONTROL w N 00 O w _ 61 J o0o N � to Z Z WEST LINE NN o 0 c� N.E. 1/4 Zv S.W. 1/4 659.83' 659.84' N89054'52"W 1319.67' (N89059149"E 1319.84')R2 Li �N <c w co d' � CD Q • Co F--♦ � N N � M.B.54/62-63 ��� N � U S Y COR. 42K AVENUE c� FD. 1" I.P. DN. 1.0, BENT. BASE OF I.P. FITS TIES PER CR 03-246 • DENOTES FOUND MONUMENT AS NOTED 0 DENOTES SET 1" IRON PIPE FLUSH W/ PLUG MARKED "LS 7731" UNLESS OTHERWISE NOTED () DENOTES RECORD DATA R1 DENOTES RECORD DATA PER R.S. 71/79 R2 DENOTES RECORD DATA PER M.B. 421/73-75 R3 DENOTES RECORD DATA PER M.B. 46/71-72 R4 DENOTES RECORD DATA PER DOC# 2007-0716085, REC. 11/28/2007, O.R. S.F.N. DENOTES SEARCHED, FD. NOTHING, SET NOTHING. D DENOTES NGS CONTROL STATION R&M DENOTES RECORD &MEASURED SURII�/EYOR'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, L z AT THE REQUEST 0 F MYOMA DUNES WATER COMPANY IN APRIL 2019. was C. ° 4 c 0 a � ROBERT C OLLERTON, P.L.S. 7731 <r1� 1--2-2000 �� OF CA"yoj L1 DATE COUNTY SURVEYOR'S STATEMENT th THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT TH DAY OF= N2 0 ---- ``' DAVID L. McMILLAN, COUNTY SURVEYOR No. 8488 P.L.S. NO. 8488 REGISTRATION EXPIRES, - 12-31-20 12/31/20CII COUNTY SURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT, DIVISION 2 (COMMENCING WITH SECTION 66410) OF TITLE 7 OF THE GOVERNMENT CODE AND RIVERSIDE COUNTY ORDINANCE 460. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL. DAVID L. McMILLAN, COUNTY SURVEYOR P.L.S. NO. 8488 REGISTRATION EXPIRES 12/31/20 d v 0' 100' 200' 400' 600' 800' SCALE: 1 "=200' RIV. CO. 19-091