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rs163_061-063al o O W (SONORA RD. v W W ESCOBA DR. 111B PROJECT Z S/7E E O m VICINITY MAP NOT TO SCALE SURVEYOR'S NOTES IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE STATE OF CALIFORNIA MESQUITE A VE Lj RECORD OF SUR VEY iq, BEING A SURVEY OF A PORTION OF THE NORTH HALF OF SECTION JO, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PJ RI VERSIDE COUNTY FLOOD CONTROL AND WA TER CONSERVA 77ON DISTRICT OCTOBER 2019 ) TIES TO THE CALIFORNIA SPATIAL REFERENCE SYSTEM SEVEN I LAKES DR. ill CgNYoN D o MA T774EW R. 111 B DR. • — INDICATES FOUND MONUMENT AS NOTED 0 — INDICATES SET J14" I.D. IRON PIPE WITH BRASS TAG STAMPED "RCFC WCD" FLUSH ® — INDICATES NUMBER OF FOUND MONUMENT O _ INDICATES CALIFORNIA SPA 77AL REFERENCE SYSTEM CONTROL STATION PURPOSE OF SURVEY THE PURPOSE OF 77-IIS SURVEY /S TO MONUMENT THE BOUNDARIES OF 774E GRANT DEED RECORDED OCTOBER 6, 2020 AS INSTRUMENT NUMBER 2020-0476972 AND ALSO REESTABLISH AND MONUMENT 774E NOR 77 / QUARTER CORNER OF SEC77ON 30, TOWNSHIP 4 SOUTH, RANGE 5 EAST S.B.M. THIS CORNER WAS ESTABLISHED INCORRECTLY AS SHOWN ON A RECORD OF SURVEY FILED JANUARY 23, 1998 /N BOOK 103 OF RECORDS OF SURVEY, AT PAGES 85 774ROUGH 92, INCLUSIVE, RECORDS OF RIVERSIDE COUNTY. (SEE SURVEY NARRA77VE SHEET 3 OF 3) RECORD REFERENCES (D 1) — INDICA 7FS RECORD DA TA PER GIFT GRANT DEED RECORDED AS INSTRUMENT NO. 2020-0476972, RECORDED OCT. 6, 2020 (D2) — INDICA 7ES RECORD DATA PER QUITCLAIM DEED RECORDED AS INSTRUMENT NO. 2024-0096827, RECORDED APR. 3, 2024 (R1) — INDICATES RECORD DATA PER CORNER RECORD 9610474 (R2) — INDICATES RECORD DATA PER MAP BOOK I J9148— 49 (R3) — INDICATES RECORD DATA PER RECORD OF SURVEY 10JI85-92 (R4) — INDICATES RECORD DATA PER RECORD OF SURVEY 112/82-83 N38 03'04 "E 8245.87' (GRID) (TIE ONLY) XA /� A = -00 08'36" AT POINT O3 NO'06'03"E 2652.74' (GRID) �; `� `��sz �'A� PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCES CODE N. 2210180.27 ` E. 6520050.95 COTD LAT JJ4356.940lJ4" N. 2232661.90 LONG.—11623'12.754164 O E: 6482474.22 HT 93.28' (ELLIPSOIDAL) HT- 543.56' (ELLIPSOIDAL) N. 2241807.95 N. 2235314.64 � COTD E. 6487561.34 O E. 6482478.89 PSAP LAT 3349'09.240909" HT- 279.78' (ELLIPSOIDAL) LONG: —116 2938. J25005" HT 287.03' (ELLIPSOIDAL) BASIS OF BEARINGS AND DA TUM STA TEMENT (PURSUANT TO THE CALIFORNIA PUBLIC RESOURCES CODE, SEC77ONS 8811, 8813.1, 8813.3, 8815.1, 8856 & 8857) THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 6, 2011.00 EPOCH AND WERE DETERMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) 77ES TO TWO CALIFORNIA SPA77AL REFERENCE NETWORK (C.S.R.N.) STA77ONS REFERRED TO AS PSAP AND C07D. PUBLISHED HORIZONTAL ACCURACIES ON THESE STATIONS MEET OR EXCEED FEDERAL GEOGRAPHIC DA TA COMMITTEE (F. G.D. C.) 5—MILLIME7FR ACCURACY CLASSIFICA 77ON PER FGDC—STD-007.2-1998. SAID C.S.R.N. POSITIONS WERE HELD "FIXED" HORIZONTALLY /N THIS SURVEY. THE CCS83 GRID BEARING BETWEEN C. S. R. N. STATIONS PSAP AND C07D BEING N45403"W, AS DERIVED FROM THE POSITIONS FOR SAID STATIONS, IN SAID EPOCH, PUBLISHED BY THE CALIFORNIA SPA 77AL REFERENCE CENTER (C. S.R.C.) ON MAY 13, 2011, WAS USED AS THE BASIS OF BEARINGS FOR 77-IIS SURVEY. ALL VALUES ARE EXPRESSED IN U.S SURVEY FEET (1 FOOT = 1200/3937 METERS) ALL COORDINATES SHOWN HEREIN ARE GRID. ALL MEASURED DISTANCES SHOWN HEREIN ARE GRID DISTANCES TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCES BY 0.99997451. SHEET INDEX (R5) — INDICATES RECORD DATA PER RECORD OF SURVEY 146171 SHEET 1 — (R6) — INDICATES RECORD OR CALCULATED DATA PER GENERAL LAND OFFICE SUPPLEMENTAL PLA T OF SEC 77ON JO, APPROVED JUL Y 30, 1927 SHEET 2 — (R7) — INDICATES RECORD DATA PER RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT DRAWING NO. SHEET 3 — 6-0134 BASIS OF BEARING, NOTES, REFERENCES, REQUIRED STATEMENTS, VICINITY MAP BOUNDARY ESTABLISHMENT, DATA TABLES, DETAILS, NOTES, LEAST SQUARES TABLE BOUNDARY ESTABLISHMENT, DETAILS, MONUMENT NOTES, SURVEY NARRA 77VE aoaq s8/ O tZr 6,'Yla. SHEET 1 OF 3 EXEMPT RECORDING REQUEST RECORDER'S STATEMENT PER GOVERNMENT CODE 27383 FILED THIS o2,v1-- DA Y OF , 20 -4 , A T . M. IN BOOK L1.3 RECORDS OF SURVEY, AT PAGES — (,3 , A T THE REQUEST OF THE COON TY SURVEYOR. FEE ,� n PETER ALDANA, ASSESSOR —COUNTY CLERK —RECORDER BY.' DEPUTY SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT /N OCTOBER 2019. DAMES R. MCNEILL, CHIEF OF SURVEYING AND MAPPING P.L.S. 7752, EXP. 12-31-25 COUNTYSURVEYOR'S STATEMENT y- -Z DA TE ID LAND S �c�,F.�S R Mc,��'L o -' NO. 7752 ;a * EXP. 12/31 /25 £OF CAUF���\P THIS MAP HAS BEEN EXAMINED /N ACCORDANCE W/ TH SECTION 8766 OF 774E PROFESSIOI�(,q� LAND SURVEYORS' ACT THIS -- - �� LAND SUS DA VID L. McMILLAN, COUNTY SURVEYOR ��� �O L' M cti1/� . L. S 8488, EXP. 12 31-24 oQ. , C J NO. 8488 * EXP. 12/31 /24 STq'Z7OFCA _f COUNTYSURVEYOR'S NOTE THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING OF THIS RECORD OF SURVEY THAT THE LAND SHOWN /N THIS RECORD OF SURVEY IS IN COMPLIANCE W1774 THE PROVISIONS OF THE SUBDIVISION MAP ACT, DI VISION 2 (COMMENCING WITH SECTION 66410) OF 777LE 7 OF THE GOVERNMENT CODE. THE PARCEL(S) SHOWN ON THIS SURVEY MAY NOT HAVE BEEN LEGALLY CREATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL(S). -� �6 LAND SUS DAV/D L. McMILLAN, COUNTY SURVEYOR �� ��0\ Mcti1/� P.L.S. 8488, EXP. 12—Jl-24 NO. 8488 * EXP. 12/31 /24 * �OFCALf�� RI V. CO. 22-178 R.C.F.0 DWG. NO. 6-0429 No cpoaL/ - ON8_5 $ I n Q, via � SHEET INDEX SHEET 1 - BASIS OF BEARING, NOTES, REFERENCES, REQUIRED STATEMENTS, VICINITY MAP SHEET 2 - BOUNDARY ESTABLISHMENT, DATA TABLES, DETAILS, NOTES, LEAST SQUARES TABLE SHEET 3 - BOUNDARY ESTABLISHMENT, DETAILS, MONUMENT NOTES, SURVEY NARRA TI VE 1440.77(21.81 CH R6) 1568.73'(1568.68' R3)(1568.53' R7) 780.21'(780.16' R4) . l ' NORTH LINE SECTION 30 Z,5 ! so -.I JI IN THE CITY OF PALM SPR/NGS, COUNTY OF R/IiERS/DE, STATE OF CALIFORNIA RECORD OF SUR VEY BEING A SURVEY OF A PORTION OF THE NORTH HALF OF SECTION JO, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RI VERSIDE COUNTY FLOOD CONTROL AND WA TER CONSERVA TION DISTRICT OCTOBER 2019 127.96'(NO REF) ...... 2761.97'(2762.05' R2)(41.81 CH R6) • • • •-• • • • • •... N895537"W 5405.03'( 788.51 '(788.46' R4) B 660.56'(10CH R6) L 12 43.21 '(NO REF) N1T40'48"W Cll i_ (RAD) o..................................................... GA z SEE DETAIL "D" o SHEET 3OF3 19' R2)(5405.15' R3)(5404. 95' R4)(81.82CH=5400.12' R6)-i .. ' B 1193.25'(1192.67' R2) 330.30' (NO REF) I C rn (NW EL Y LINE OF THE ^ o NW 1/4, NW 1/4, I N A A =-0008'36" AT POINT O3 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCES CODE 1982.99'(1979.72' R4) --w-- 660.60 . � . W a. 2643.06 (2643.14 R2) -► -� 1280.59'(1280.62' R7) - p (40.01 CH R6) b QUUD�'LLil1D1OGGDD ' ' i � o o Z3, o G�'GG�L OM'/2 GJOao 0 0 00C NO. ZOW 90008227 ....... o N o ? R09 N89 55'37"W 2554.91 '(2554.94' R4) -► , `- NE 1/4, NW 1/4 I / j C7............... . - C6 MR D92/49 les 5 I N L8 / I , -SEE DETAIL." B" ............... 201.00'(NO REF).,-' C --�r� .::....... 330.17'(NO REF) '----N29 2537"W (RAD) WEST LINE coo I SECTION 30 / �D��GIGtDTOl00 1 C5 o NMII� 5/%/NiI-6s o . EEG 1O/9,611D j: ici SLY LINE OF THE rn j ao d N377928"W (RAD}- / / N2140'00"W NW 1/4, NW 1/4, C / C GA (RADJ J I N�/4, NW 1/4 C I N89 54'07"W 1320.17(NO REF) -� L 1 - - '! / L2 A C GA' I. * 330.04'(NO REF) - 330.05(NO REF) I - - - - - - - C L I . N8954'07"W 782.42' 660.09'(NO REF) . ; 660.08(NO REF) (782. 49' R4) J i cc + -_4V29 J429 "W (RAD) I I D N G N32 5238"W (RAD} I 9 /,`, 190195 92 ELY LINE OF Q �.....� I � N :' GOV. LOT 1 NI 0©%"l%ior I♦ (� ........................ L=219.02' (NO REF) I Q N� I�' ?IW I� SIN MY 1.791,69-162 N A Lorg Io M,991/JV0 oIM L ° r � � � � (^ fit• � p � tip r z I I o Z to I I IZ L4 z • �'I ' '!B ' IC ' 6 L10 635.09'(635. 36' R4) 659.89659.96' R2 659.57(NO REF) 659.57(NO REF)- I - 0SEVEN LAKES DRIVE --------•-----------•---•-•---- --. � 784.64(784.69' R2) .-.-.-.-.-.-.-.-.- ..1976.76'(1976.76' R4) -► F "W RA) N8952'37"W 2763.68(2763.83' R4)(2764.08' R6) NORTH 1/16 LINE N8957'12"W 2636.63'(2636.66' R4)N4572S5 -.-. -� SEC77ON 30 .: 223.12'(22312' R4) �OU'i�QOt�� 2 i I� IN O I� N to 25, 1 LINE TABLE LINE # DIREC77ON LENGTH REFERENCE L 1 N89 54'07"W 298.88' (298.76' R4) L2 N8954'07"W 483.54' (483.54' D1) L3 N0005'24"W 319.04' (319.04' Dl) L 4 N00 05'24 "W 344.50' (345.45' R4) L5 N00 05'24 "W 147.69' (NO REF) L6 N00 05'24"W 515.84' (NO REF) L7 NDO 03'41 "W 138.35' (138.35' D 1) L8 N89 5452"W 330.17' (330.17' D1) L9 N00 02'21 "W 331.99' (331.99' D1) L 10 N89 5237"W 149.54' (149.45' R4) L l l N00 03'41 "W 193.57' (NO REF) L 12 N8955'37"W 202.34' (202.34' D1) CURVE TABLE CURVE i DELTA RADIUS LENG774 REFERENCE Cl d=45717'18" 3799.90' 3003.55' (3010.98' R4) C2 d=245835" 4199.89' 1830.81' (1830.81' D1) C3 d =12 20'18" 3799.90' 818.28' (NO REF) C4 d =11 '12'37" 3799.90' 743 48' (NO REF) C5 d =10 23'40" 3799.90' 689. 37' (NO REF) C6 d=10 Ol'50" 3799.90' 665.23' (NO REF) C7 d=178'53" 3799.90' 87.19' (NO REF) C8 d=5'19'54" 4199.89' 390.83' (390.83' D1) C9 d =7 53'50" 4199.89' 578.89' (579.07' R4) C10 d=95421 " 4199.89' 726.13' (NO REF) Cl l d=150'26" 1 4199.89' 1 134.96' 1 (NO REF) ESTABLISHMENT NOTES O_ ESTABLISHED BY LEAST SQUARES BEST FIT LINE. SEE LEAST SQUARES LINE TABLE FOR MORE INFORMA TION. O_ ESTABLISHED BY PRORATION PER R6, PER BLM MANUAL OF SURVEY INSTRUCTIONS. O_ ESTABLISHED AT MID POINT PER BLM MANUAL OF SURVEY INSTRUCTIONS SUBDIVISION OF SECTIONS. O_ ESTABLISHED BY INTERSECTION PER BLM MANUAL OF SURVEY INSTRUCTIONS SUBDIVISIONS OF SECTIONS O_ ESTABLISHED BY PRORATION PER R2 AND USED FOR LEAST SQUARES BEST FIT 'LINE. OF - ESTABLISHED AT RECORD DISTANCE PER R4. OG - ESTABLISHED AT NEXUS OF 77EII INTERSECTION PER R1. DETAIL "B" N.TS ....................................................................................0......... N004230E 200.00' (200.00' R4) 14 N8955'37"W � C7 P 2554.91 ' (2554.94' R4) i-- N8153'20 "E 15 2.41' S00 04'23"W a 17' ............................................................................................... : SHEET 2 OF 3 0' 200' 400' 1 INCH = 200 FEET GRAPHIC SCALE LEAST SQUARES LINE TABLE POSITION OFFSET O -0.04' A O 4 0.05' OG -0.01' POSITION OFFSET O 0.01' B O � -0.04' O 0.03' POST 77ON OFFSET O - 0.03' c O 5 0.05' O -0.01' DETAIL "A" N. T.S. �O N _J h it N00 50'56 "W 17 Ga 5.04' N3675'04"W 18 0.17' "' 411.60' (411.75' R4) SHEET INDEX SHEET 1 - BASIS OF BEARING, NOTES, REFERENCES, REQUIRED STATEMENTS, VICINITY MAP SHEET 2 - BOUNDARY ESTABLISHMENT, DATA TABLES, DETAILS, NOTES, LEAST SQUARES TABLE SHEET 3 - BOUNDARY ESTABLISHMENT DETAILS, MONUMENT NOTES, SURVEY NARRA T/VE IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SUR VEY BEING A SURVEY OF A PORTION OF THE NORTH HALF OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SAN BERNARDINO MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RI VERSIDE COUNTY FLOOD CONTROL AND WA TER CONSERVA TION DISTRICT OCTOBER 2019 SEE DETAIL "C" -�- N8955'37"W 5405.03'(5405.15' R3)(5404.95' R4)(81.82CH = 5400.12' R6) f- 1982.99'(1979.72' R4) 660.07'(660.06' R4) �- 2643.06 (2643.14' R2) -�®- 20 G>1 QUUO/�GLI�IOmDEED (40.01CH R6) r a � 90L /wino 202, 009827 O i REC. Ie/o2/21f -+--- N89 55'37"W 2554.91'(2554.94' R4) 660.04'(660.03' R4) T WEST LINE OF THE I I EAST 1/2, NORTHEAST 1/4, NORTHEAST 1/4, OF SECTION 30 HIo 59/91-92 N NO52112 � cV�• Nam. O ms 100/85 J2 i Z I Q H°f1174 z Z ti Q IW mff 01/54 50 SEVEN LAKES DRIVE A I 7 8 • 1 - 1976.76'(1976.76' R4) 659.87(659.90' R4) -♦- N89 57'12"W 2636.63(2636.66' R4) --� DETAIL "C" N. T. S I 10 427.78' ; CH f°f7/0wm (427.76' R1)�� G = 203.24' - - (203.26' Rl) 230.04' j \ (230.06' R1)~'� ' 13 160.72' (160.70' Rl) I 12 ...................................................................................: LF_ GFND CH = CHAINS NE = NORTHEAST NW = NORTHWEST EL Y = EASTERL Y GOV = GOVERNMENT SL Y = SOU 77-IERL Y NO REF = NO REFERENCE FOUND BLM = BUREAU OF LAND MANAGEMENT CURVE TABLE CURVE # DEL TA RADIUS LENGTH REFERENCE C4 d =11 *12'37" 3799. 90' 743. 48' (NO REF) C5 d =10 23'40" 3799.90' 689.37' (NO REF) C12 6=339'16" 3851.90' 245 68' (245.68' D2) LINE TABLE LINE # DIRECTION LENGTH REFERENCE L7 N00 03'41 "W 138.35' (138.35' D1) L8 N895452"W 330.17' (330.17' D1) L9 N00.02'21 "W 331.99' (331.99' D1) L l l N00 03'41 "W 193. 57' (NO REF) DETAIL "D" N. T. S. ORTGRAWDEED -� D#G NO 2020 D�17$2 2 EL Y LINE OF THE DEC 101 9 NW 114, NW 114, O :2 NE 114, NW114 SLY LINE OF THE NW 114, NW 114, 98.58'(98.58' D2).,.:, O NE 114, NW114 rn N17'4223"W (RAD}- l It L8 1 C,4 Ct9gG47 24.00' c12 %1. 1 o ©GG. /0 REG. _ N N N2121 '39 "W (RADJ- W � . O Cq I • • . . . 55.87(55.87' D2) rn 1 N21440'00 "W > I Z - (RAD) i ELY LINE OF ......................... GOV. LOT 1 ....................................................................................................... . SURVEY NARRATIVE THE NORTH QUARTER CORNER OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 5 EAST S.B.M. WAS ESTABLISHED PER (R5) BY /N 7ERSEC TING THE NORTH LINE REPRESEN 7ED BY THE FOUND MONUMENTS AT THE NORTHWEST CORNER OF SECTION 30 AND THE NORTHEAST CORNER OF SECTION 30 WITH A LINE ESTABLISHED BETWEEN FOUND MONUMENTS AT 774E CEN 7ER QUARTER OF SECTION 30 AND 77-IE CENTER NORTH SIXTEEN CORNER OF SECTION 30. THE NORTH QUARTER CORNER OF SECTION 30 SHOULD BE REESTABLISHED BY SINGLE PROPORTIONATE MEASUREMENT PER THE BUREAU OF LAND MANAGEMENTS 2009 MANUAL OF SURVEY INSTRUCTION CHAPTER 7-16. THIS SURVEY CORRECTLY REESTABLISHES THIS POS1710N. aoay-o1q8s S l c�b1.t'�,na 1 A = -00 0836" AT POINT 0 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCES CODE MONUMENT NOTES SHEET 3 OF 3 SHEETS 0' 200' 400' 1 INCH = 200 FEET GRAPHIC SCALE O - FOUND 1" IRON PIPE WITH PLASTIC PLUG STAMPED "LEJA SURVEY PLS 8869" UP 0.2' PER R5. O - FOUND 6" X 6" CALTRANS CONCRETE MONUMENT UP 1.5' N895357"W 0.12' OF SECTION LINE PER R4. O - FOUND 2 1/2" BRASS DISK /N WELL STAMPED "US GLO S24-S25 T4S R4E S19-S30 T4S R5E 1923" DOWN 0.7' PER R3 AND R5. O - FOUND 1" IRON PIPE WITH TAG /N WELL STAMPED "LS 4152" DOWN 0.5' PER R4. O - FOUND 3/4" IRON PIPE WITH ILLEGIBLE PLUG DOWN 1.3' NO REFERENCE ACCEPTED AS INTERSECTION PER R2. O - FOUND 1" IRON PIPE KITH TAG IN WELL STAMPED "LS 6708" DN 0.5' NO REFERENCE ACCEPTED AS CN 1/16 CORNER. O - FOUND 2 1/4" BRASS DISK STAMPED "CALIF TRANSPORTATION GENE AUTRY TR. SEVEN LAKES P. 1. REPL. 1 1/4 /. P. " DOWN 0.3' PER R4. O - FOUND 2" IRON PIPE W/ TH METAL CAP AND CHISELED "X" UP 0.4' NO REFERENCE ACCEPTED AS N 1/16 CORNER. O - FOUND CONCRETE NAIL WITH TAG STAMPED "RCE 8630" FLUSH N29 34'29 "W 0.46' PER R4. 10 - FOUND CONCRETE NAIL AND TAG STAMPED "RCFC WCD" FLUSH PER R1 SEE DETAIL "C". 11 - FOUND CONCRETE NAIL AND TAG STAMPED "RCFC WCD" FLUSH PER R1 SEE DETAIL "C". 12 - FOUND CONCRETE NAIL AND TAG STAMPED "RCFC WCD" FLUSH PER R1 SEE DETAIL "C ". 13 - FOUND CONCRETE NAIL AND TAG STAMPED "RCFC WCD" FLUSH PER R1 SEE DETAIL "C". 14 - FOUND 3/4" IRON PIPE WITH TAG STAMPED "RCFC WCD" DOWN 0.8' PER R3 N8153'20 "E 2. 41 ' FROM ESTABLISHED POSITION SEE DETAIL "B ". FOUND 3/4" IRON PIPE WIN TAG STAMPED "RCFC WCD" DOWN 0.4' S00 04'23"W 15 - 0.17' FROM ESTABLISHED POSI TION HELD FOR LINE PERPENDICULAR TO THE NORTHERLY LINE OF SECTION 30 PER R3 SEE DETAIL "B". 16 - FOUND 3/4" IRON PIPE WIN ILLEGIBLE TAG DOWN 0.8' NO REFERENCE S47 55'16 "W 0.21 ' FROM ESTABLISHED POSITION. 17 - FOUND 3/4" IRON PIPE WITH ILLEGIBLE TAG DOWN 1.0' NO REFERENCE N00 50'56 "W 5. 04' FROM ESTABLISHED POSITION SEE DETAIL "A". 18 - FOUND 3/4" IRON PIPE W/ TH ILLEGIBLE TAG DOWN 1.5' NO REFERENCE N36'15'04 "W 0.17' FROM ESTABLISHED POSITION SEE DETAIL "A". Wi NAP = NOT A PART