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FTM2019-0001ME AMENDEDTRACT N0.31681-3 BOOK 452, PAGES 39-53 AMENDMENT NO. 4 TRACT NO. 31681-3 DOCK 2016-0436-0439568 TO CHANGE THE DIMENSIONS OF PORTIONS OF SOME OF THE LOTS. A SUBDIVISION OF A PORTION OF E 112 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. 4 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MAY, 2019 LUDWIG ENGINEERING OWNERS STATEMENT WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON; THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND; THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS AMENDED SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. SUNRI LQ, LLC, A DELAWARE�LLIIMITED LIABILITY COMPANY BY: PHILLIP K. FMITH JR., PRESIDENT EXISTING OWNERS AS TO LOTS 1-112 AND 157-196 (SIGNATURE NOT REQUIRED PURSUANT TO SECTION 66470 OF THE SU80IVISTION MAP ACT -NOT ALTERED BY THIS AMENDMENT). k NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE NDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT TO THE TRUTHFULNESS, LCCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIVERSIDE ON J LAI '91 00 BEFORE ME, J UAI�i� M A • (� Q►h0. A NOTARY PUBLIC, PERSONALLY APPEARED QhI tt�p K S ►nt±k 1 / WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON O WHOSE NAME(8) IS``AI SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE/ Z417HItY EXECUTED TUE SAME IN HIS/H9R/THEIR AUTHORIZED CAPACITY (IRIS) AND BY HIS /HER/THEIR SIGNATURE�.B') ON THE INSTRUMENT THE PERSON(,8'i, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT, WITNESS MY HAND AND OFFICIAL SEAL. SI1GNATURE /� /±• Q• 4tANOL V uAn� A 'fT''y\0.Ma NAME TYPE OR P INTED NOTARY PU LYZ-YN AND FOR SAID COUNTY AND STATE.. PRICIPAL COUNTY OF BUSINESS: �2iytcSIo(C COMMISSION EXPIRES: ft bryAf V-71 a Q of 3 COMISSION # OF NOTARY: 9,97714210 k NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE :NDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT TO THE TRUTHFULNESS, kCCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIVERSIDE ON BEFORE ME, NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGE TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY (IES) AND BY HIS /HER/THEIR SIGNATURES) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL SIGNATURE NAME (TYPE OR PRINTED), NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE. PRICIPAL COUNTY OF BUSINESS: COMMISSION EXPIRES: COMISSION N OF NOTARY: SHEET 1 OF 15 SHEETS RECORDER'S STATEMENT FILE : THIi��1 � DAY F OF MAPS,019 AT AT I PAGES A THE REQUEST OF THE CITY CLERK OF THE CI F A QUINTA No, 0 FEE 111 r PETER ALDANA, OUNTY ASSESSOR -CLERK -RECORDER BY: litDEPUTY Sl1BD1v�s�eN Gv4k.*PrtE;E fitoUtMUSY ENGINEER'S STATEMENT c0MfA%34 I HEREBY STATE THAT I AM A LICENSED ENGINEER OF THE STATE OF CALIFORNIA AND THAT THIS MAP WAS PREPARED UNDER MY SUPERVISION. THE AMENDMENTS SHOWN HEREON WERE TO NUMBERED LOTS 113 THROUGH 148 INCLUSIVE OF AMENDED NO 3,TRACT 31681-3 M.B 452 AT PAGES 39 THROUGH 53 INCLUSIVE, SAID LOTS ARE RENUMBERED TO LOTS 113 THROUGH 146 HEREIN. L N�� 1 1 1 EXPIRES 3-31-21 CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN 4TH AMENDED MAP OF TRACT NO. 31681-3 CONSISTING OF FIFTEEN SHEETS; THAT THE SUBDIVISION SHOWN HEREON IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF; THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES HAVE BEEN COMPLIED WITH. O 71z3��Q BRYAK MCKINNEY, P.E. DATED CITY ENGINEER, CITY OF LA QUINTA RCE 49418. EXP. 9-30-20 W1410 6►.Y,9QAt0 CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN 4TH AMENDED MAP OF TRACT NO. 31681-3 CONSISTING OF FIFTEEN SHEETS AND AM SATISFIED THAT SAID MAP IS TECHNICALLY CORRECT RELATIVE TO THE TRACT MAP BOUNDARY. ( • 9&,v 'a Z! /,q ERIC A . NELSON P.L.S. 5563 DATED ACTING CITY SURVEYOR, EXPIRES 9-30-19 CITY CLERK'S STATEMENT I, MONIKA RADEVA, CLERK AND EX-OFFICIO CITY OF LA QUINTA, STATE OF CALIFORNIA. DEVELOPMENT DIRECTOR AT ITS DIRECTOR'S APPROVED THE WITHIN 4TH AMENDED MAP OF ERIC A. NELSON LS5563 CITY COUNCIL OF THE IFY THAT SAID DESIGN AND ON 11AY so, 10\9 681- -OFFICIO CLERK OF LA OUINTA FTMZoil - cool AMENDMENT N0. 4 TRACT NO Vlli\1H 31681-3 SHEET 2 OF 15 SHEETS 1. 2. 3. 4. 5. LL) Lij a: rN F— U C 0cn oo� H 0 � �a ra a. mmas f ~ n w 3 4"IP W/Ta DOWN 0.3' TAG } ACCEPTED AS SW PER RS 111/95 0 RECORDED JUNE 29 2007,R AS INST ON OF E 1 2007E 0429288 ON FORMERLY KN7 AND LOT OWN AS LOTS 19T AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MAY, 2619 LUDWIG ENGINEERING *S89'83'00•E 2651.32'* AVENUE 58 SB9'31'42'E 2651.56' _ NB9432'29'N 2651.05' 14" 3' °Cu HQ 39661_2 F ° (DEL T' J ■NB9'49'05'N 2646.12'R — N89030'09'N 2647.03' PARCIEL "N" 09047' 47"N) REF1/4 CDR 1.0', NO TAG FOR LINE TED AS PhOPERTY a PER RS 18/56 35.00' _ ND 3/4" IP W/ N 1.75' TAGGE EPTED AS S. 1 RS !i1/95 MU. 341 BASIS OF BEARING PER RS 111/95 ENGINEER'S NOTES' 152 . 27 ISETHESSOUTH LINEIOFSTHERSWHI//S4SOFVSEC 27 SHOWN HEREON AS N 89'47'47"E. ER RS 111/95 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET 1" I.P., FLUSH, TAGGED R.C.E. 13191, UNLESS OTHERWISE NOTED. PERITRACT FOUND M.BFL373/7-13, AND/OR TRACT M.B.397/34-44. A 1" I.P. WITH PLASTIC PLUG, STAMPED R.C.E. 13191 WILL BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. BENSET INDTHEACONCRETETCURBDON'THE'PROLONGATION OF THE SIDE LOT LINES IN LIEU OF FRONT LOT CORNERS. MC7 A 31=4 W i3 AVENUE 60 7• IN THE EVENT THE ABOVE TYPE MONUMENTS CANNOT BE _ REC.EUE130191NWILLSBENAFFIXEDSINNCONCRETE,4GSTONEEOR METAL AT THE TRUE POSITION CALLED FOR BY THIS MAP. 8. {DATA) - RECORD DATA PER PARCEL MAP NO. 26481 PMB 179/78-79. 9. (DATA) - RECORD DATA PER RS 111/95. 10. <DATA> - RECORD DATA PER TRACT NO. 3686 MB 60/12-13. 11. *DATA* - RECORD DATA PER RS 18/56. 12 LETTEREDCLOTSNTBINTHCUGH95JACRPRIVATE STREETS AND DRIVES LOTS "K" THROUGH "Z", "AA", "BB" AND "CC", AND PUBLIC STREET LOT "A" 13. Q EXISTING 10' PUBLIC UTILITY EASEMENT OF THE CITY OF LA OUINTA, 10' IMPERIAL IRRIGATION DISTRICT EASEMENT RESERVED PER TRACT 31681-3 M.B. 420/1-15. AND 10' PRIVATE DRAINAGE EASEMENT RESERVED PER TRACT 31681-3 M.B. 420/1-15. 14. EXISTING 15' (UNLESS SHOWN OTHERWISE) PRIVATE DRAINAGE EASEMENT RESERVED PER 2 TRACT 31681-3 M.B. 420/1-15. 15. INDICATES NON -VEHICULAR ACCESS RIGHTS RELINQUISHED PER TRACT 31681-3 MB 420/1-15. 16. EXISTING EASEMENT FOR WATER AND SANITATION PURPOSES OF COACHELLA VALLEY WATER DISTRICT OVER ALL PRIVATE STREETS PER TRACT NO. 31681-3, M.B. 420/1-0. 4 1 12'N 12651.23' NN*47'32"E 2549.281 S89'47'29'N 2649.34' itu AS NE COR. SEC. 27 MB 179/78-79 10' GTE CONDUITS . •+nnJJ I nV 4 CDR SEC. 27 TRACT NO. 316'�31-3 F RECLAMATION 1946 11%9SE COR. SEC. 27 GRAPHIC SCALE 0 400 w w w r— ti Z 0 rn R C f 0 Mcn W a NN I� VICINITY MAP NTS e LLJ w CC cn 0�y- N m O W w h 8w 2 1200 AMENDED SITE 62ND AVE, 0 CURVE ARC RADIUS DELTA TANGENT Cl 42.04' 30.00' 80'17'52' 25.31' C2 46.65' 256.00' 1026'24" 23.39' C3 28.80' 20,00' 82*31'02' 17.54' C4 72.37' 106.00' 39'06'57" 37.66' C5 155.27' 4186.00' 2'07'31" 77.64' C6 167.69' 464.00' 20'42'25' 84.77' C71 178.39' 221.00' 46'14'58' 94.38' C8 2.27' 248.00' 0'31'26" 1.13, C9 38.30' 35.00' 62'41'44' 2f.32' C10 42.44' 50.00' 48'37'37' 22.59' CIS 84.43' 125,00' 38'41'57" 43.90' C12 5.85' 77.00' 4'21'16' 2.93' C13 29,03' 20.00' 83'09'42" 17.74' C14 44.37' 30.00' 84'44'15' 27.36' C15 85.121 825.00' 5'54'40' 42.60' C16 144.70' 128.00' 64'46'07' 81.18' C17 117,45' 98.00' 68'39'49" 66.93' C18 495.97' 350.00' 81'Sf'26" 299.94' C19 235.27' 169.00' 79'45'45" 141.21' C20 458.32' 310.00' 84'42'35' 282.62' C21 195.57' 150.00' 74'42'13' 114.48' C22 411.46' 373.00' 63'1213' 229.49' C23 96.39' 189.00' 29'13'14" 49.27' C24 65.87' 1000.00' 3'46'27" 32.95' C25 394.30' 3119.00' 7-14.35' f97.41' C26 45.04' 300.00' B'36'10" 22.56' C27 45.47' 894.00' 2*54*51" 22.74' C26 63.77' 40.00' 91'20'28' 40.95' C29 98.28' 180.00' 31*17'02' 50.40' C30 4.45' 100.00' 2'33'02' 2.23' C31 81.18' 300.00' 15*30'12" 40.84' C32 5.34' 20.00' 15'18'27" 2.69' C33 57.84' 360.00' 9'12'2f' 28.98' C34 221.41' 321.00- 39-31-11' 115.31- C35 11.03' 342.00' 1'50'52" 5.51' C36 83.20' 205.00' 23'15'10' 42.18' C37 43.89' 960,00' 2'37'10' 21.95' C38 174.20' 591.00' 16'53'16" 87.73' C39 44.88' 1000.00' 2'34'0" 22.45' C40 94.90'15262.00' 0'21'22" 47.45' C41 34.28' 200.00' 9'49'17' 17.18' C42 55.00' 200.00' 15'45'27' 27.68' C43 74.48' ff9.00' 35'51'39" 38.51' C44 87.15' 1237.00' 4'02'12' 43.60' C45 30.81' 52.00' 33'57'10' 15.87' C46 33.74' 30.00' 64'25'45' 18.90' C471 43.92' 38.00' 66'13'13' 24.78' C48 243.77' 325.00' 42'58'34' f27.94' C49 28.81' 250.00' 6'36'07' 14.42' C50 32.91' 856.00' 2'12'10" 16.46' C51 84.41' 363.00' 13'19'24" 42.40' C52 69.05' 156.00' 25'21'37' 35.10' C53 122.15' 224.00' 31'14'38' 62.63' C54 234.83' 315.00' 42'42'51' 123.18' C551 51.40' 30.00' 98-09-38' 34.61' C56 137.51' 444.00' 17'44'39' 69.31' C57 101.30' 732.00' 7-55-44' 50.73' C58 16.49' 114.00' 8*17'24' 8.26' C59 17.60' 150.00' 6-43-27- 8.8f' C60 29.26' 30,00' 55'53'20' 15.91' C61 4.57' 115.00' 17'2B'02' 2.30' C62 169,08' 193.03' 50'11'05' 90.39' C631 80.11' 1256.00' 3'39'17" 40.07' C64 68.10' 404.00' 9'39'27" 34.13' C65 32.38' 200.00' 9.16'33' 16.22' C66 17.30' 15.00' 66'03'44" 9.75' C67 45.44' 30.00' 86'47'23" 28.36' C68 114.86' 195.00' 33444'56' 59.15' C69 35.51' 141.00' 14'25'46' 17.85' C70 63,84' 205.00' 17'50'37' 32.18' C71 74.66' 1356.00' 3-09-17' 37.34' C72 107.43' 501.00' 12*17'10" 53.92' C73 57.99' 175.00' 18'59'13' 29.26' C74 166.78' 266.00' 35'55'30' 86.24' C75 57.06' 100.00' 32'41'31' 29.33' C76 98.43' 882.00' 6'23'38" 49.26' C77 363.04' 1597.00' 13'01'29' 182,31' C78 136.69' 324.00' 24'10'18' 69.38' C79 280.17' 1944.00' 8'15'27' 140.33' LINE BEARING DISTANCE Lf S56'f5'47'N 78.78' L2 S60'38'46'N 81.00' L3 S63'53'17'N 83.05' L4 S61-45-38'N 81.67' L5 S66'27'57'N 84.96' L6 N50'35'21'E 78.32' L7 S61'42'11"N 123.42' LB S39'32'44'N 102.77' L9 S29'44'30'N 129.53' Li0 S06%I 'OO'E 81.33' L11 S45'16'09'E 24.71' L12 S32%4'40'E 35.26' L13 S56'24'58'E 35.69' L14 S48'09'31'E 26.45' L15 S35'54'48'N 136.24' LIB SSi'22'25'N 28.00' L17 S03'53'27'N 65.10' L0 S45'3i'12'N 28.67' L19 S55'40'22'E 19.92' L20 N89'48'22'N 32.41' L21 S00011'38"N 58.49' L22 S72'32'40'E 44.06' L23 S66 '52'33"N 144.95' L24 N37'07'19'N 31.if' L25 N01'08'26'N 166.00' L26 N54'44'54"E 155.26' L27 S85'02'04"N 26.30' L28 S17'27'20"N 62.44' L29 S01'32'32'E 6.44' L30 N29'44'30'E 67.42' L31 S70'40'28'M 139.42' L32 N69%5'i7'E 113.19' L33 N71-12-26-E 71.68' L34 N65-53.48-E 207.26' L35 S67'05'00'N 191.92' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 112 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. i 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MAY, 2019 / --7 WIG ENGINEERING SEE L2 �C SHEET 11 G c HQ 0� 53 /C 54 LOT "K" CC Lib i ti 54 \4+ gc� m TRACT NOO. 31681 2 M.!9 97 34R4E4 IA30 .35=1R1 � \ c , 1 v' E C10 22p5 92 0'2 1177 93 95 94 ' e5 98 96 \\\\RONDP i 99 \ \ 'E �- 100 H E 107 108 s 101 106 105 102 �6ti 103 104 \s C61 • ¢� o N C! cv /Q H SHEET 3 OF 15 SHEETS / LOTAAO --- "S" / / gl gl 1 l LOT / 2 I 1 1 /\\4-, 2w/ gl 1 3 4 5 6 7 8 9 H \ 1 I 10 \ I 53 52 51 12 50 I 44 13 / \ 43 LOT "B" _ _ - \ 42 GOLF COURSE 14 / �- \\ \ 41 \ g 40 15 of 39 5 58 1 \ \ 38 16 1 1 I LOT ' I 59 \\\\ LOT LINE ADJUSTMENT NO. LLA AA c,9 601 \ \ \ 37 36 072007-0 CORDED JUNE 29. 2007, AS INST. 17 E /9j �\ I \ 62 63 \ `\� \ 35 18 I ET I J 19 65 \ \ 33 O APPURTENANTIF CILITIES y \ EASEMENT TO UNITED STATES 66 32 OF AMERICA, RECORDED APRIL 20 / I \ \ 21, 2005, INSTRUMENT N0. -- 67 \ \\ \ 31 2005-0313110 OF - \ 68 \ \ ( \ 30 \ / 195 >> 69 29 r 29 22 21 70 O� 25 24- i g 72 s 73 196 %/ 74 /� T !64 165 LOT 'H' \I 1 ' I T i61 162 163 1 I / 75 I I 157 1 159 20 I I 78 166 77 / 2 2 \ JC NO �/� / 78 Q ^ti / \ 504 T3_58E (R) PCC !�1 �,f / 167 �7g114�(RJ �� 79 / �7UQti v t� N89 21521 E(RE )7-E(RS�168 � B0 mQv REMAINDER `0,<0l E J �1,- 16 SHEET 12 N 169 1SHi, 4 E�Pi � 170 84 85 / 146 ��� °3179. 0 I t �q `S 86 / o� �g y9c� ��4 �. 87 145 ��Rs, ga` / Eq) 172 N i i 14489 ¢ / i 73 90 114 Lu cu N38'45'N(R)PRC14391 115 / II N85'02�24'E(R)PRE 112\iq�\B N89.20'3f"E� 117 1 / ��`q2. ' / 111\Nr s (A)PCD �, I 141 9 I 110 C60 \: \ 118 / 140 ry 0 176 / 6 I I 109 �d° z U 177 I o 139 Q'/ e. \ E 120 178 ET / !79 \9\�0 121 S 137 / LOT y \a�yi \y\f?� 122 136 '- / \ !80 I • C" ry REMAINDER 123 / �N6o^oo'3,'N(R) I 1 �Li \\\\9 C49 / 5 e' 959;,39 !34 115 EtP)PRC \� 181 I gO 2832" (CRC \\A, 182 133 N M53_43_0I I I 125 / v4 I 132 u S89_34_44_E (R) PCC �183 126 Q _ 31 S86'23_04'N (R) PRC / REMAINDER 184 N85�14'5i'E(R1PCC - 127 \ 47.45' !28 S30'20' 14, N 185 ro ,V;10Se 2,. 129 M 130 �1hh 186 \ *4 o7"N \11--Z- 188 1 1 05"M N00_38' 55"E (R) PRC v S EASEMENTS N05_15'45'N(R)PRC ORIVERSIDE CO. - RIGHTS OF PUBLIC, 30' ALONG 190 I SECTION LINES REC 4/17/59 NO. 32692. O.R. �,�� Cis / UNITED STATES OF AMERICA, THE OWNER OF EASEMENTS 191 / O2 FOR WATER PIPELINE AND APPURTENANT FACILITIES, RECORDED APRIL 21, 2005, INSTRUMENT NO. 193 192 2005-0313110 OF O.R. 0 SOUTHERN PACIFIC RAILROAD COMPANY, THE OWNER OF EASEMENTS FOR RAILROADS AND UTILITIES PER BOOK 206, PAGE 349, RECORDED 12/5/1905, AND BOOK 220, - PAGE 60, RECORDED 1/9/1906, BOTH OF DEEDS. SAID jj - - EASEMENTS ARE BLANKET IN NATURE AND CANNOT BE ^. I PLOTTED. o J SURVEYORS NOTE ° -- - - AV=ru - THE INTENT OF THIS AMENDMENT NO. 4 IS TO 588.85' N89'47'29"E REVISE THE LOT CONFIGURATION OF LOT NO.S 113 THROUGH 148 OF AMENDMENT NO.3, MB 452,PAGES 39 THROUGH 53 TO NOW NUMBERED LOTS 113 THROUGH 146 GRAPHIC SCALE 1"=200' SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES 00 400 600 �4 SHEET 4 OF 15 SHEETS AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429268, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SJ TH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING CURVEI ARC I RADIUS DELTA TANBENT C11 54.281 762.00' 4'04'53" 27.15' C21 12.441 25.00' 28'31'15' 6.35' C31 317.941 711.00' 25'37'17• 161.67' C4 149.78' 272.00' 31'33'05" 76.84' C5 46.131 272.00, 9'43'05" 23.12' C6 78.85' 478.00' 9'27'O6" 39.52' C7 108.97' 478.00' 13'03'41' 54.72' C8 89.621 478.00' 10044'31" 44.94' C9 16.60'1 478.00' 1*59'24" 8.30' CIO 24.18' 25.00' 55'24'19" 13.13' C11 49.571 113.00' 25"08'07' 25.19' C12 76.591 113.00' 39'51'01" 40.96' C13 23.61' 113.00' 11.58'19" 11,85' CA 79.721 350.00' 13'03'04' 40.04' C15 75.671 350.00' 12'23'15' 37.98, CIS 77.02'1 350.00' 12'36-29" 38.67' C17 78.44'1 350.00' 12.50'21' 39.38' C18 22.961 350.00' 3.45'31' 11.48' C19 50.42A 98.00' 29'28'31" 25.78' C20 67.031 98.00' 391118" 34.88' C21 132.081 272.00' 27'49'22" 67.37' C22 53.531 128.00' 23'5715' 27.16' C23 51.591 128.00' 23'05'39" 26.15' C24 39.581 128.00' f7'42'53' 19.95' C25 144.70' 128.00' 64'46'07' SEW C26 22.261 825.00' 1'32'45" 11.13' C27 62.86' 825.00' 4'21'55" 31.44' C28 44.37' 30.00' 84'44'15" 27.36' C29 54.28' 776.00' 4'00'29" 27.15' C30 344.86' 286.00' 69'05'32" 196.90' C31 316.15' 492.00' 36'49'03' 163.75' C32 113.42' 100.00' 64'59'08' 63.69' C33 112.60' 100.00' 64'30'56" 63.i1' C34 261.321 711.00' 21*03'31* 132.15' C35 5.991 711,00' 0'28'57" 2.99' C36 50.63'1 711.00' 4'04'49• 25.33' C37 10.54' 25.00' 24'09'54" 5.35' C38 103.631 113.00' 52'32'37" 55.78' C39 328.001 272.00, 69.05.32' 187,26' C40 307.161 478.00' 36'49'03' 159.09' C41 325.151 506.00' 36'49'03' 168.41' C42 54.291 790.00' 3'56'15" 27.16' C43 22,991 25,00' 52'41'09' 12.38' C44 311.68' 697.00' 25'37'17" 158.49' 495.97' 350.00' 81'11'26' 299.94' 117.45' 98.00' 68'39'49" 66.93' 85.12' 825.00' 5'54'40" 42.60' 361.77' 300.00' 69'05'32' 206.54' EC52 127.24' 113.00' 64'30'56" 71.32' 128,17' 113.00' 64'59'08" 71.97' 290.81' 725.00' 22'58'57' f47.39' 13.12' 478.00' 1*34'21" 6.56' 324.20' 725.00' P5"IT 47' IRA AS' LINE KARINB IDISTANCE LS N59'43'26"E 29.67' L2 N69-46-38"N 29.44' L3 N69-46-38'N 8.66' L4 N44-59-10"E 32.42' L5 N04-47-30"N 53.75' SEE SHEET 5 1�2'57' 43;N (R1 p� 183 I ,roe2;ra� 184 "�,lf.NM) ff i I ca H I_ `N88-4t335 E 1 I 185 �I 2 J I ., 20A.92 ,E co1 j'5i 36 ' : \ a \ N 186 'tN'- � J J _�_N94�24�f f�N (A1 LA I I i I 11 11 'Is 1 1� 11 IJ 1 1 S1Ap3� / / o � 1 187-gay- 1 is 1A, is 1 231'- tv6. 1 11 � II ra yg•EaO� 188 o PF� NBB_2i_36'E (H1� n� N82'26' �•E I I 1T/6'4i'30"ED11 I Ss I 189 s REMAINDER N85'28'55'N \ 202.56' c 190 C47 C27 c26 c24 �Ij \ 191 u� LOT "C" OPEN SPACE 6.54 AC 192 193 Ac u fi / - - - - - - - - - - --------- C2., / Cl 72.51' 20.17' N89'57'55'E 100.68' i C2--g---O _ N89'57'55'E 100.E C42 --- \I N89457'55'E 100.68, _ - f gi z I_ =6 ON 41, GRAPHIC SCALE 1"=50' 0 50 100 150 LOT "A" 5.74 AC N89 g AVENUE 60 SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES Q V a cc 55.00, CURVE ARC PAOIUS _DELTA TAN6E11T Cl 12.44' 25.00' 28'31'15" 6.35' C2 33.39' 725.00' 2'38'20" 16.70' C3 47.68' B91.00' 3'03'59" 23.05' C4 70.98' 891.00' 5'04'43' 39.52' C5 77.06' 891,00' 4'57'19" 38.55' C5 75,81' 891.00' 4.52'31" 37.93' C7 47.76' 891.00' 3'04'16" 23.89' C8 23.29' 25.00' 53'22'01' 12.56, C9 10,35' 144.00' 4007'11" 5,10' C!0 87.19' 144.00' 34'41'26' 44.98' Cii 76.01' 144.00' 30'14'31' 3B.91' C12 96.54' 144.00' 38'24'41" 50.16' C13 50.91' 144.00' 20'15'18' 25,72' C14 20.78' 25.00' 47'36'51' 11,03' C151 41.00' 1007,00' 2'19'58" 20.50' C16 8.55' 504.00' 0'58'18' 4.27' C17 94.18' 1007.00' 5'21'31" 47.13' C18 46.89' 150.00' 17.54'45" 23.64' C19 83.93' 310.00' 15.30'43' 42.22' C20 90.39' 310.00' 16'42'26" 45.52' C21 79.06' 310.00' 14'36'44' 39.75' C22 75,34' 310.00' 13'55'30" 37.86' C231 76.43' 310.00' 14'07'33' 38,41' C24 53.17' 310.00' 9'49'39" 26.65' C25 28.02' 169.00' 9'30'01" 14.04' C26 75.91' 169.00' 25'44'03" 38.60' C27 81.60' 169.00' 27'39'47" 41.61' C28 49.74' 169.00' 16'51'54" 25.05' C29 58.68' 350.00' 9'36'23" 29.41' C30 103,48' 350.00' 16'56'23" 52.12' C31 50,63' 711,00' 4'04'49" 25.33' C32 352.69' 905.00' 22'19'45' 176.61' C33 18.91' 905.00' f'11'50' 9,46' C34 232,70' 490.00' 27'12'36' 118.59' C35 25.48' 490.00' 2'58'44" 12.74' C36 328.62' 131.00' 143'43'48' 399.97' C37 335.55' 1021.00' !8'49'50' 169.30' C381 195.57' 150.00' 74'42'13" 114.48' C39 458.32' 310.00' 84'42'35" 282.62' C40 235.27' 169,00' 79'45'45" 141,21' C41 495.97' 350.00' 81'fi'26" 299.94' C42 311.68' 697.00' 25'37'17' 158.49' C43 377.35' HMO' 23'31'35" 191.37' C44 327.30' B91.00' 21002'48' 165.51' C45 257.01' 504,00' 29.13'02' 131.36' C46 320.99' 144.00' 127'43'07" 293.41' C47 250.80' 476.00' 3011'20' 128.39' C48 506.23' 1035.00' 28*01'27' 258.29' C49 306,59' 1007.00' 17*26'40" 154,49' C50 38.56' 891.00' 2'26'47' 19.28' C51 371.61' 905.00' 23'3115" 188.46' C52 258.18' 490 '20"1 132.16' C53 317.94' 711.00' 25'37'17" 161.67' C54 261.32' 7i1.00' 21'03'31' 132.15' C55 324.20' 725.00' 25'37'17' 164.B6' a AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. t 2007-0429288, F^^MERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING - SB6_3f_22'N (R) GRAPHIC SCALE 1"=50' 0 50 100 150 SEE SHEET 6 173 - __ell y ) I l 14' r IT AgN�' 174 vN� � 38 Ci 56Lu ; � �I !W We 179 � Hg3_52' 4t'E lFn 182 W) I �r (!1 I I r �f�,12•05•EIR� I I) I NB6_34_36'E C%4 LOT "C" j OPEN SPACE I 6.54 AC I I I II I I`rn vll `3 I\ i � I I gl I 3 a I O I �p I J I I I SBB_2B_05'E (R) I I �3,23 �,�� •MlA1� � 12�57'43•M(1UpgC �c`i 183 �,�. Zg•�tA1� c^ N75� �•E �/ 184 j SEE SHEET 4 SHEET 5 OF 15 SHEETS 55.00' Q CU a Q H Lu Lu Q F- [n W TO cc SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. / 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING CURVE - ARC RADIUS DELTA TANBENT C1 82.98' 150.00' 31.41'51' 42.58' C2 65.70' 150.00' 25.05'39" 33.38' C3 10,47' 373.00' 1.36'31' 5.24' C4 76.23' 373.00' 11'42'34" 38.25' C5 75.17' 373,00' 11'32'47" 37.71' C6 77.30' 373.00' 11.52'26" 38.79' C7 83.58' 373.00' 12'50'20' 41.97' C8 88.71' 373,00' 13'37'36' 44.57' C9 8.99, 189.00, 2'43'33' 4.50' C10 87.40' 189,00' 26'29'41" 44.49' C1! 78.87' 802.00' 5'38'05' 39.47' C12 54.33' 802,00' 3'52'53" 27.18' C13 25.93' 342.00' 4'30'42" 13.47' C141 42,141 342.00' 7'03'35" 21.10' C151 22.161 25.00' 50'45'51' 11.87' C16l 32.391 125.00' 14'50'56" 16.29' C17 87.49-1 125.00' 40.06'16" 45.53' C18 77,10' 125.00' 35'20'27" 39.82' C19 47.84' 125.00' 21'55'34" 24.21' C20 26.79' 25.00' 61'23'39" 14.84' C21 13.27' 1007.00' 0'45'17" 6.63' C22 78.05' 1007.00' 4.26'27' 39.04' C23 80.10' 1007.00' 4'33'26' 40.07' C24 335.55' 1021.00' 18.49'50" 169.30' C251 163,83' 1021.00' 9'11'37" 82.09' C26 42.00' 328.00' 7'20'13' 21.03' C27 260,49' 112.00' 133'15'30' 259.18' C26 85,07' 328.00' 14"51'35' 42.77' C29 198.95' 816.00' 13'58'09' 99.97' C30 202.36' 830.00' 13'58'09" 101.68' C31 195.53' 802.00' 13'58'09" 98.25' C32 69.07' 342.00' 11'34'16' 34.65' C33 63.42' 342.00' 10'37'32' 31.80' C34 185.94' 1007.00' 10'34'47" 93.24' C35 306.59' 1007.00' 17'26'40' 154.49' C36 506.23' 1035.00' 28.01'27" 258.29' C37 244.83' 125.00' 112'13'14• 186.09' C38 195.57' 150.00' 74'42'13' 114.48' C39 411.46' 373.00' 63012'13" 229.49' C40 96.39' 189.00' 29'13'14" 49.27' C41 116.40' 273.00' 24'25'47" 59,10' C42 63.82' 287.00' 12'44-28- 32.04' C43 444.81' 259.00' 98.24'05' 300.06' C44 121.65' 314.00' 22-11'48- 61.60' C45 499.38' 1021.00' 28'OS'27" 254.79' C46 127.07' 328.00' 22-11-48' 64.34' C47 538.98' 273.00' !13'07'05" 413.38' C48 46.891 150.00' V'54'451 23.64' ILINEI BEARING IOISTANCE L11 NO3'27'25'M 16.59' GL�!► ..��7�:1 GRAPHIC SCALE 1"=50' SHEET 6 OF 15 SHEETS see S \ 1 LOT N N I OPEN SPACE ! I I I 1.33 AC I I I I I J I I I I I s I W 7r WE U) I .51 I i I I � �SB7_2!_59_E (R) 166 4 '02_57'E 00 !+ i I 14-N89•49'09-N - I �.52 8%�-- 'E 09'��-� IIy I N99*49109"N - / 1 I 167 �NrA� I I - II I I A' ' �1 N88_56.27•E (R) - l I-39-OB•M 6U ra .� " 168 � a,•Mta� / ;6 `N3o�3e•Mtc� ' 1 LOT "Co I 169 a i 1 OPEN SPACE I I 1 6.54 AC 1LS1�46'07'EOO-4 13' a� s B ,W •3p 53•M1R1 170 al 213.21' \c�9 I ��'5b �•�l�ij'S1'b•E aA•ERfB \ I N87'30_33'E(Rl 1710053- --� I k I I " E�, I ISO I ; 172 se5 �4_33.E cR I i I I I _41'E (R1 I I 173 �l1'orE�l I I I 14 14' I " I - 2 , I 174 V SEE SHEET 5 SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES W Q in w 0 Q f SHEET 7 OF 15 SHEETS AMENDMENT NO. 4 TRACT A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT L] RECORDED JUNE 29 2007, AS INST. R 2007-0429288. FORMERLY KNO NO.31681-3 M.B. 420/1-15,TONNSHIP 6 SOUTH, RANGE MARCH, 2019 LUDNIG E 14 SEE SH6 '8 LOT "B" GOLF COURSE 26.90 AC NO. 31681-3 ADJUSTMENT NO. LLA 07-475 I AS LOTS 19 AND 20 OF TRACT oINEERING . MI. r I� N89_52'06"E Oil 13' 54'E ,76' I W� I O I r+ -1 15 C68 210.45'��\ 7\� 16 Ni7 ' 03"E (MT 9 :-.,A g79_4B_05'M (R) I --- - _ I 17 N89.34'!6 235.34' NBe ro7' 35'N (R) LOT LINE ADJUSTMENT NO. LLA - 07-475 RECORDED JUNE 29 AS INST. i 2007-0429M FOR#ER LY NNDNN AS LOTS !9 ANO 20 OF TRACT NN0�31681-3 N.B. 420/1-15. 20 kE 19 \�2M -'-- �\ LOT "B" `\ GOLF COURSE j 26.90 AC / 21 is SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTEc. CtAK ARC RADIUS DELTA TANGENT C1 8.B8' 270.00* 1'53'06" 4.44' C2 32,63' 25.16' 74'18'56' 19.07' C3 113.85' 296.00' 22.02'14" 57.64' C4 31.93' 296.00' 6'10'48" 15.98' C5 43,19' 578.00' 4'16'52" 21.60' C6 82.12' 578.00' 8'08'24' 41.13' C7 33.96' 626.00' 3.06. 1' l6.99' CB 28.53' 25.00' 65'22'33" 16.04' C9 44.04' 63.00' 40'03'20" 22.96' C10 67.19' 162.00' 23'45'48" 34.08' CS! 75.32' 350.00' 12'19'48" 37.81' C12 72.38' 350.00' 11-50-57' 36.32' C13 36.16' 150.00' 13'48'37' 18.17' C14 28.35' 150.00' 10'49'51" 14.22' C15 64.11' 45.16' 81'20'15" 38.80' Ci6 72.11' 256,00' 16'08'17" 36.29' C17 163.61' 273.00' 34'20'18" 84,35' CIS 219.56' 273.00' 46-04.49" 116.11' C19 116.40' 273.00' 24'25'47' 59.10' C20 198.95- 816.00' 13-58-09' 99,97' C21 56.36' 50.00' 64'34'42' 31,60' C22 50.72' 70.00' 41'30'39' 26.53' C23 75.38' 287.00' 15-02-56- 37.91' C24 30.56' 25.00' 70'01'44" 17.51' C25 54,56' 25.50' 122'34'55" 46.56' C26 105.22' 87.00' 69-17-46" 60.12' C27 45.27' 9B.00' 26'28'10" 23.05' C28 49.36' 30.00' 94-15-45" 32.32' C,29 67.17' 270.00' 14'15'f!" 33.76' C30 58.93' 2B7.00' 11'45'52' 29,57' C31 444.81' 259.00' 98'24'05" 300.06' C32 29.91' 20.00' 85'40'34" 18.54' C33 32.73' 20.00' 93045'50" 21.36' C34 96.20' 487.00' 11'19'04" 48,26' C35 31.18' 20.00' 89'20'11' 19.77' C36 12,54' 10.00' 71-51.05' 7.25' C37 62.33' 802.00' 4'27'11' 31.18' C38 202.36' 830.00' 13-58-09' 101.68' C39 30.09' 25.00' 68-58-14' 17.17' C40 200.73' 375.66' 30-36-56' 102.82- C41 126,91' 287.00' 25'20'07' 64.51' C42 78.68' 287.00' 15'42'30' 39.59' C43 31.78' 112.00' 16'15'37' 16.00' C44 24.97' 88.00' 16•15'37" 12.57' C45 68,16' 242.00' 16'08'17' 34.31' C46 159.56' 324.00' 28'13'02" 81.43' C47 145.77' 296.00' 28-13'02• 74.40' C48 125.30' 578.00' 12'25'16" 62.90' C49 131.37' 606.00' 12'25'16' 65.95' C50 43.31' 626.00' 3'57'49" 21.66' C51 299.1!' 596.00' 28'39'29" 152.75' C52 258.03' 626.00' 23'37'00' 130.87' C53 64.51' 150.00' 24-38-29" 32.76' C54 253.5B' 350.00' 41'30'43• 132.64' C55 161.81' 162.00' 57'13'44" 88.38' C56 53.41' 63.00' 48'34'14" 28.43' C57 148.83' 149.00' 57'13'44" 81,29' C58 61.44' 50.00' 70'24'09" 35.27' C59 9.34' 625.00' 0*51,19, 4.67' C60 12B.34' 592.00' 12'25'16" 64.42' C61 152.67' 310.00' 28013'02" 77.92' C62 306.11' 612.00' 28'39'29" 156.33' C63 28.lB' 25.00' 64'34'42' 15.80' C64 61.76' 110.00' 32'10'12" 31.72' C65 76.05' 270.W 16'08'17" 38.2B' C66 538.98' 273.00' 113'07'05' 413.3B' C67 72.14' 612.00' 6'45'13" 36.11' C6B 9.36' 63.00' 8'30'54' 4.69' C69 195.53' 802.00' 13'5B'09' 98.25' C70 39.40' 273.00' 8'f6'!O' 19.74' C71 221.82' 287.00' 44-17-02' 116.78' C72 180.56' 456.21' 22-40-37' 91.4B' N87_05' 10'E (Rl 14, I j ff Igo I ' 14 1 I I I I SB5'42'00'N 0p � I s ' N II OPEN SPACE Io II 4.65 AC I I I I � I I� I I I I I �I I ml 1I io l I :r' '3L4 � � N89'48'30'N f08.8!' % --- gigg�!! DJIN o � N90'DO '00"N !31_56- 13.44 OO 13:: 90.31' N90'00'00'E P ti 0i� NB9_3209'EDl) / Zpal / / WELL 0.50 AC C71 - C30 �'� - \;/w / `\ �1{ 12.2B' 1 CIO Cep / Nil'51_30-0-PCC - - - - - i Ni!'17_54_N (R) PRE \ R,r J I rN05_37_23'N0i1 Npp'p1'!0'E \Y \ j// \\ ky Jam: l0.20, TILT SEE SHEET 9 `3 LIRE BEARING DISTANCE Li S85'42'08'X 5.50' L2 NO3'27'25'X 16.59' L3 N62'06'48'E 10.52' L4 N07'32'04"X 86.47' L5 N63-55.14-E 27.42' L6 N38'13'41'E 18,97' L7 N43'34'28'X 20.69' LB SO4'49'09"E 10.00' L9 N04'49'09'X 10.00' L10 N20'36'09"E 19.10' L11 N15'53'05'E 31.B8' L12 NO3'27'25"X 16.59' L13 NO3'27'25"X 16,59' L14 N07'32'04'X 20.03' 196 \n OPENN N SPACE 1 II i 1.33 AC N I� w I� REMAINDER SM000I4E(� >I GRAPHIC SCALE 1"=50' w 1� I � 0 50 100 150�i E I � I Sfo S87'21'59'E(1) I i 1I 166 I 14 1, SEE SHEET 6 / / ,yg•MtPl.� \Va7! N73 Wii(p1P�i 1 Y I I I ml LOT "C" J� OPEN SPACE 6.54 AC I I I I i I I I I gI 00, H w w cc En w 0 cc x �a H oui J WOO, COR SEC. 27 SHEET 8 OF 15 SHEETS r AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING LOT "AA" OPEN SPACE 4.65 ACI &i 53'N S 53 ' 4s45a•r C80 33.80 C61 1 -1 \ �I wl � I £� I el 4i- '�/ .I r CURVE ARC RADIUS DELTA TANGENT C1 7B.36' 350.00' 12'49'50" 39.35' C2 27.50' 350.00' 4'30'08" 13.76' C3 30.17' 500.00' 3'27'26" 15.09' C4 36.22' 320.00' 6'29'08' 18.13' C5 25,57' 320.00' 4'34'41" 12.79' CO.24.00' 71.00- 19-21-52' 12.11' C7 55.48' 71.00' 44'46'15" 29,24' CB 42.54' 71.00' 34'19'51' 21,93' C9 34.45' 430.00' 4'35'25" 17.23' C10 24.iB' 430.00' 3'13'20" 12.09- C11 67.09' 166.00' 23'09'22" 34.01' C12 64.16' 166.00' 22'08'47" 32.49' C13 14.36' 967.00' 0'51'02" 7.18' C14 76,31' 967.00' 4'31'17' 38.18' C15 13.89' 967.00' 0'49'23" 6.94' C16 32.57' 30.00' 62'11'41' 18.10' C17 75.84' 50.00' 86-54'41' 47.37' NO 36.90' 40.00' 52'50'56" 19.88' C19 36.06' 40.00' 51*39'21" 19.36- C20 16.03' 40.00' 22'57'25" 8.12' C21 53.95' 99.00' 37'00'37' 33.13' C22 70.72' 368.00' 11'00'36" 35.47' C23 29.12' 63.00' 26'29'07" 14.83' C24 64.20' 386.00' 9-31-48" 32.18' C25 f0.08' 100.00' 5'46'33" 5.04' C26 11.94' 633.00' 1"04'51" 5.97' C27 88.89' 633.00' 8'02'45" 44.52' C28 21.22' 633.00' 1"55'13" 10,61' C29 61.30' 610.00' 5'45'29' 30.68' C30 48.25' 610.00' 4'31'55' 24.14' C31 96.64' 272.00' 20'21'21" 48.83' C32 33.65' 628.00' 3'04'13' l6.83' C33 116.9B' 224.00' 29'55'18' 59.86' C34 25.57' 224.00' 6'32'29" 12.80' C35 107.75' 340.00' 18'09'25" 54.33' C36 76.68' 340.00' 12'55'19' 30.50' C37 24.91' 340.00' 4'11'54' 12.46' C38 11.77' 626.00' 1'04'40" 5.89' C39 28.53' 25.00' 65'22'28' 16.04' C40 53.40' 53.00' 48'34'02" 28.42' C41 80.70' 162.00' 28*32'31* 41.21' C42 148.83' 149.00' 57'13'44" 81.29' C43 61.44' 50.00' 70'24'13" 35.27' C44 306.11' 612.00' 28"39'29' 156.33' C45 217.96' 354.00' 35'16'38' 112.56' C46 151.46' 238.00' 36'27'47' 78.40' C47 32.90' 614.00' 3'04'13' 16.46' C48 133.17' 286.00' 26'40'44" 67.82' C49 112.07' 624.00' 10'17'24' 56,18' C50 124.74' 647.00' 11'02'49" 62.57' C51 8.67' 86.00' 5'46'33" 4.34' C52 26.02' 372.00' 4'00'27" 13.01' C53 54.75' 163.00' 19'14'47" 27.64' C54 34.19' 372.00' 5'15'59" 17.11' C551 35.19A 76.00' 26'31'38" 17.91' C56 70.06' 355.00' 11'18'28" 35.15' C57 55.55' 86.00' 37'00'37' 28,78' C58 73,86' 27.00' 156'44'13" 131.17' C59 36.95' 137.00' 15'27'08" 18.59' C60 20.44' 40.00' 29'16'30" 10.45' C61 40.45' 150.00' 15'27'08" 20.35' C62 77.04' 150.00' 29'25'41" 39.39' C631 132.04' 661.00, 11'26'42" 66.24' C64 114.58' 638.00' 10'17'24" 57.45' C65 139.69' 300.00' 26'40'44" 71.14' C66 32.15' 600.00' 3'04'13" 16.08' C67 160.37' 252.00' 36'27'47• 83.01' C68 226.58' 368.00' 35'16'38" 117.01' C69 299.11' 598.00' 28'39'29" 152,75' C70 104.56' 967.00' 6*11'42* 52.33' C71 131.25' 166.00' 45'18'09" 69.27' C72 58.63' 430.00' 7'48'45" 29.35' C73 122,02' 71.00' 98'27'58" 82,35' C74 61.79' 320.00' 11'03'49" 30.99' C75 253.58' 350.00' 41'30'43' 132.64" C76 161.81' 162.00' 57'13'44" 88.38' C77 209.34' 340.00' 35'16'38" 108.11' C78 142.55' 224.00' 36'27'47" 73.78' C79 126.65' 272.00' 26'40'44" 64.50' COO 109.55' 610.00' 10'17'24" 54.92' C81 122.04' 633.00' 11'02'49" 61.21' C82 109.42' 40.00' 156'44'13" 194.32' C83 41.31' 612.00' 3'52'03" 20.66' C84 13.92' 162.00' 4'55'25" 6.96' C85 258.03' 626.00' 23'37'00" 130.87' C86 182.50A 975.00' 10'43'29" 91,52' C87 55.111 43.22' 74'22'37" 32.79' C88 54.10' 81.03' 38-15-01- 28.10' C89 46.54' 30.00' 88'52'47' 29.42' C90 24.22' i500.00' O'55'30. 12.11' C91 192.66' 612.00' 18'02'15. 97,13' C92 30.02' 272.00' 6-19-23" 15.02' 3 Li_ _ C59 3pg. �C` b1� ml r cs2 EB 7 LOT S _ - � � i�Rw Val_ c 1- -- ` _ c29^ `m � y w E LOT "B" GOLF COURSE 26.90 AC LINE BEARING DISTANCE LS N85'30'14'N 33.80' L2 N70'03'05'N 55.52' L3 N76'15'45'N 5.50' L4 S00'30'13'N 27.24' L5 N36'20'06'E 8.52' L6 S36'20'06'N 10.27' L7 S12029'52'N 55.56' LB N01019'15'E 28.55' L9 S00'23'45"N 12.56' L10 N45'23'45"E 25.46' L11 S89036'15"E 5.62' L12 N89'36'15"N 23.62' L13 S00'12'30"N 4.48' L14 S89'36'15'E 13.84'.95' L15 N89'36'15'N 13 �ARt Am 41 8 .01 6 : 8 tip: � 9 � / -� C72 i"E GRAPHIC SCALE 1"=50' 0 50 100 150 1325.57' S89034'200E 13.90, -- 804.20' - ---- - - - - - - /�r .L�12 J 20.00' ACCR EAST I I I I VEHICLES.TO THE CITY OF FOR INGRESS AN01% OF AND 194 E►EP�V \ WELL SITE ''C 0.58 AC R/ �/ C�� \ h� Jby�s• \\ ry: /�\ 9 1/ Af / C9 C72 LOT "B" GOLF COURSE 26.90 AC SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTES S78_i0_30•E RYE 1� \ S71_35' 491E ( 1) L _,Ti'O6' 41"N OCPRC \� 10 I I NB9_30' 57'N (R) 222.92' N85.30'47"E I21 Lj i 12 ='6 ' Neu 1 !' � I 36' s 05'30' 471E M72_2344'N (R) PRC H73_2B'24'N A PRC 13 LOT "AA" ---ro,•�•E - i j OPEN SPACE 4.65 AC �3_04' 15'N 2 iK1 ' 23"N 6D� " I 14 , I i ff i- I - � 13' F- ci I 1g4.78' II J 14' 114 I� 1 15 \ ! I 1 1 \ EE S EE.1 7 L14 L15 S N !+J WK ARC RADIUS DELTA TANGENT Cl 29.48' 30.00' 56'18'24" 16.05' C2 145.25' 4405.00' 1'53'21' 72.63' C3 23.15' 4405.00' 0'18'04' 11.58' C4 0.07' 300.00' 0*09,58, 0.44' C5 44.17' 300.00' 8'26'11' 22.13' C6 0.16' 10.00' 0*55*30' 0.08, C7 15.33' 10.00' 87'51'30' 9.63' C8 68.95'1 608.00' 6'29'50' 34.51' C9 54.95'1 220.00' 14'18'42" 27.62' CIO 52.38'1 510.00- 5'53'05' 26.21- C11 52.45'1 210.00' 14*18'42' 26.36' C12 51.36' 500.00' 5'53'05' 25.70' C13 27.40' 474.00' 3'18'45' 13.71' C14 56.16' 2720.00' 1'10'59' 28.08' C15 45,47' 894.00' 2'54'51" 22.74' CIS 394.30' 3119.00' 7'14'36" 197.41' C17 23.42' 287.00' 4'40'33' fi.72' CIS 66.72' 287.00' 13*19'10" 33.51' C19 72.75-1 287.00' 14'31'28' 36.57' C20 30.60-1 100.00' 17'31.54" 15.42- C21 68.14' 63.00' 61'58'31' 37,84' C22 57.07-1 100.00' 38'25.29' 34.85' C23 3,95-1 63.00' 3'35.26' 1.97- C24 57.37-1 117.00' 28'05'35" 29.27' C25 0.22' 100.00' 0*07'41' 0.11' C26 157.39' 264.00' 34'09'30" 81.11' C27 31.30' 20.00' 89'40'45" 19.69' C28 135.62' 292.00' 26'36'43" 69.06' C29 32.59' 1454.00' 1'17'17' 16.34' C30 30.97' 20.00' 88'43'02" 19.56' C31 23.90' 15.00' 91'16'53' 15.34' C32 173.86' 2694.00' 3'41'51' 86.96' C33 45.80' 2694.00' 0'58'27' 22.90' C34 42.45' 30.00' 81'04'39' 25.66' C35 58.93' 287.00' 11'45'52" 29.57' C36 72.76' 200.00' 20'50'41" 36.79' C37 33.93' 618.00' 3'08'45' 15.97' C38 76.40' 210.00' 20'50'41' 38.63' C39 105.29' 491.00' 12'17.10• 52.85' C40 366.94' 1440.00' 14'36'00' 184.47' C41 63.77' 40.00' 91'20'28' 40,95' C42 34.10' 894.00' 2'11'07" 17.05' C43 11.37' 894.00' 0'43'44' 5.69' C44 45.04' 300.00' 8'36'09" 22.56' C45 55.66' 3119.00' 1'01'21" 27.83' C46 56.79' 3119.00' 1'02'35' 28.39' C47 77.89' 3119.00' 1'25'51' 38.94' C48 78.46' 3119.00' 1'26'2B" 39.23' C49 79AO' 3119.00' 1'27'11' 39.55' C50 46.41' 3119,00' 0'51'09" 23.20' C51 314.60' 278.00' 54'50'23" 17F56- 052 157.30' 2707,00' 3'19'46" 78.67' C53 236.94' 2707.00' 5'00'54' 118.54' C54 12.54' 10.00' 71'51'05' 7.25' C55 31.16' 20.00' 89'20'11' 19.77' C56 47.96' 487.00' 5'38'33' 24.00' C57 96.20' 487.00' 11'19'04' 48.26' C58 48.24' 487.00' 5*40'31* 24.14' C59 76.31' 461.00' 9'29'04" 38.24' C60 20.61' 461.00' 2'33'40' 10.31' C61 72.25' 2720.00' 1'31'19" 36.13' C62 77.98' 2720.00' 1'38'34" 39.00' C63 77.39' 2720.00' 1'37'48' 38.70' C64 56.41' 2720.00' 1'1i'18" 28.21' C65 55.94' 2720.00' 1'10'42' 27.97' C66 128.06' 2694.00' 2'43'25" 64.04' C67 207.97' 2694.00' 4'25'23" 104.04' C68 396.13' 2720.00' 8'20'40' 198.42' C69 96.92' 461.00' 12*02'44* 48.64' C70 32.73' 20,00' 93'45'50" 21.36' C71 29.91' 20,00' 85'40'35' 18.54' C72 37.96' 20.00' 108'47'30' 27.93' C73 27.47' 20.00' 78'42'26" 16.40' C74 266.40' 1454.00' 10'29'52' 133.58' C75 30.97' 20.00' 8B'43'02' 19.56' C76 23.54' 15.00' 89'54'59' 14.98' C77 363.37' 1426.00' 14'36'00" 182.68' C78 109.72' 474.00' 13'15'44' 55.10' C791 394.24- 2707.00' B'20'40' 197.47' COO 160.02' 278.00' 32'58'52' RAW C81 62.59' 278.00' 12'53'56' 31.43' C82 64.61' 1440.00' 2'34'15' 32.31' C83 302.33' 1440.00' 12*01'45' 151.72' C84 39.40' 273.00' 8'16'10' 19.74' C85 97.89' 100.00' 56'05'04' 53.27' C86 65.81' 117.00' 32'13'40" 33.80' C87 72.09' 63.00' 65'33'57' 40.57' COB 0.49' 487.00' 0'03'29' 0.25' C89 298.76' 264.00' 64'50'23' 167.67' C90 120.45' 292.00' 23*38*02" 61.09' C91 82.31' 474.00' 9'56'59' 41.26' C92 61.76' 4405,00' 0'48'11' 30.88' C93 60.34' 4405,00' O'47'06' 30.17' C94 8.44' 117.00' 4'08'05' 4.22' C95 41.65' 1426.00- 1'40'26" 20.83' C96 80.25' 1426.00' 3'13'27' 40.13- C97 82.44' 1425.00' 3'18.45' 41.23' C98 71.05' 1426.00' 2'51'16' 35.53' C99 87.98' 1426.00' 3'32'07' 44.01' C100 31.08' 21 00' 6'44'42' 15.56- CiOf 110.29' 264.00' 23'56'11" 55.96' C102 221.82'R259.00- 44'17.02' 116.78' C103 530.98' 113'07'05' 413.38' C104 219.55' 46'04'49" 116.11' C105 444.81' 98'24'05' 360.05' 11\ Illl V11 I VI Ln VVlI\I AMENDMENT NO. A SUBDIVISION OF A PORTION OF E 1 RECORDED JUNE 29 2007, AS INST. # NO.31681-3 M.B. 420/1- MARCH, 2019 23 ¢I: ;I4] S 1)j 0 24 QI olo (OI J z, f1 C'TA TI O n, �vunl I VI n11LnoiuG, JInIL uF LMLlfufmui 4 TRACT NO. 31681-3 /2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT 15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. LUDWIG ENGINEERING NOTE: OLD LOTS 29 AND 30 DELETED PER AMENDMENT NO. 2 •LL\ \Fip C \ 44 \ sFF s'SF 4o' �t6 l9`7 N I ' I 7 OI / ca I S I ;/ to l J / I ty GRAPHIC SCALE 1"=50' \ \ \ \zi 0 50 100 150 \� 163 SHEET 9 OF 15 SHEETS LINE BEARING DISTANCE LS N07'32'04'X 86.47' L2 N7i'06'53"E 64.63' L3 N14'32'44'X 62.54' L4 N76'55'27'E 26.01' L5 N10'32'27'X 26.00' L6 S17'27'20'X 71,69' L7 S14'32'44"E 0.43' LO N14'32'44'X 1.09' L9 N0537'23'X 16.11' L10 N17'27'20'E 62.4 4' L11 S17'27'20-N 71.69' 165 164 Sf9 34•E 1�v/ S16'�j.� LOT "H" OPEN SPACE 1.33 AC I^ REMAINDER SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTEc. 1k4to CURVE ARC RADIUS DELTA TANGENT Cl 65.89' 1417.00 2'39'51" 32.95' C2 65.46' 1417.00' 2'38'49" 32.73' C3 65.17' 1417.00' 2.38'06" 32.59' C4 65.03' 1417.00' 2'37'46" 32.52' C5 36.64' 1417.00' 1'28'54" 18.32' C6 3.65' 1062.00' O'1t'49" 1.83' C7 65.02' 1062.00' 3'30'28" 32.52' C8 82.10' 1062.00' 4.25'46' 41.07' C9 74.38' 292.00' 14'35'39" 37.39' CIO 42.12' 206.00' 11'42'49" 21.13' CIA 33.26' 206.00' 9.15'04' 16.67' C12 68.07' 446.00' 8.50'52" 34.50' C13 85.66' 446.00' 11'00'16" 42.96' C14 55.94' 1597.00' 2'00'25" 27.97' C15 5.05' 1597.00' 0'10'53" 2.53' C16 15.77' 324.00' 2'47'20' 7.89' C17 52.62' 504.00' 5"58'57" 26.34' CIS 23.93' 1417.00' 0'58'03" 11.97' CIS 57.92' 266.00' 12'28'35" 29.08' C20 51.60' 266.00' 11'06'49" 25.88' C21 29,56' 100.00' 16'56'17" 14,89' C22 27.50' 100.00' 15'45'14" 13.84' C23 33,941 882.00' 2'12'17" 16.97' C24 64.49' 882.00' 4'11'21' 32.26' C25 40.83' 1597.00' 1'27'53" 20.42' C25 55.02' 1597.00' 2.19'58" 32.52' C27 65.14' 1597.00' 2.20'13' 32.57' C28 65.36' 1597.00' 2.20'42' 32.68' C29 65.70' 1597.00' 2.21'25- 32.85' C30 24.52' 20.00' 70'14'54" 14.07' C31 256.17' 456.00' 32'fi'14' 131.56' C32 212.62' 504.00' 24'10'18" 107.92' C33 65.89' 518.00' 7.17'16' 32.99' C34 136.69' 324.00' 24'10'18" 69.38' C35 152.64' 518.00' 16'53'02" 76.88' C36 97.40' 196.00' 28'28'19' 49.73' C37 62.59' 278.00' 12'53'56" 31.43' C38 160.02' 278,00' 32'58'52' 82.30' C39 91.99' 278.00' 18'57'36' 46.42' C40 152.76' 1076.00' 8'08'03' 75.51' C41 35.89' 1403.00' 1'27'57' 17.95' C42 283.05' 1403.00' 11•33'33' 142.01' C43 121.0' f148.18' 6'02'48" 60.64' C44 160.20' 1330.82' 6'53'49' 80.20' C45 272.22' 947.00' 16'28'11' 137.05' C46 2f8.53' 518.00' 24'10'18" fiO.92' C47 48.40' 30.00' 92'26'30" 31.31' C48 42.37' 37.00' 65'36'48' 23.B5' C49 169.38' 903.00' 10'44'49' 84.94' C50 67.42' 315.00' 12.15'49" 33.84' C51 83.31' 130.00' 36.43'09" 43.14' C52 40.13' 119.00' 19'19'25" 20.26' C53 88.86' 1184.00' 4'18'00" 44,45' C54 117.09' 4296.00' 1'33'42" 58.55' C55 83,37-1 190.00' 25'08'27" 42.37' C56 120.35' 1135.IB' 6'04'27" 60.23' C57 30.93' 20.00' 88'36'49" 19.52' C58 31.90' 20.00' 91•23'26" 20.49' C59 2.04' 1389.00' 0'05'03" 1.02, C60 154.75' 1090.00' 8'08'03' 77.50' C61 157.39' 264.00' 34'09'30' 81.11' C62 120.45' 292.00' 23'38'02" 61.09' C63 31.89' 20.00' 91'22'19" 20.48' C64 30.93' 20.00' 68'36'49" 19.52' C65 81.44' 1343.82' 3'28'20' 40.73' C66 246.74' 1389,00' 10'10'41" 123.70' C67 35.85' 532.00' 3.51'38" 17.93' C68 30.22' 20.00' 86.34'16' 18.84' C69 23,54' 15.00' 89.54'57' R.%' C70 123,66' 934.00' 7.35'09" 61.92' C71 275.95' 960.00' 16'28'11' 138.94' C72 158.86' 1317.82' 6'54'25' 79.53' C73 122.00' 1161.18' 6'01'10" 61.05' C74 322.12' 1417.00' 13*01'29" 161.76' C75 15.06' 1343.82' 0'38'32" 7.53' C76 98.43' 882.00' 6'23'38' 49.25' C77 363.04' 1597.00' 13'01'29" 182.31' C78 57.06' 100.00' 32'41'31" 29.33' C79 166.78' 266.00' 35'55'30" 86.24' C80 150.77' 1062.00' 8.08'03" 75.51' C81 318.94' 1403.00' 13'01'29" 160.16' C82 153.34' 947.00' 9'16'40" 76.84' C83 12.08' 1330.82' 4'52'06' 56.57' C84 47.12' 1330.82' 2'01'43" 23.56' C85 75.38' 206.00' 20'57'53" 38,11' C85 314.60' 278.00' 64'50'23• 176.56' C87 74.38' 292.00' 14'35'39* 37,39' C88 10.01' 1161.IB' 0'29'37" 5.00' C89 65.01' 1161.18' 3'12'28" 32.51' C90 46,98' 1161.18' 2'19'05' 23.49' C91 18.10' 1317.82' 0'47'12' 9.05' C92 65.03' 1317.82' 2'49'38' 32.52' C93 72.15' 1317.82' 3'08'14" 36.08' C94 3.58' 1317.82' 0'09'21" 1.79' C95 16.55' 960.00' 0'59'17" 8.28' C96 65.26' 960.00' 3'53'40" 32.64' C97 65.02' 960.00' 3'52'51' 32.52' C98 45.49' 190.00' 13'43'07' 22.86' C99 37.88' 190.00' 11'25'20' 19.00' C100 27.33' 4296.00' 0'21'53' 13.66' CfOI 65.03' 4296.00' 0'52'02" 32.51' C102 24.73' 4296.00' 0'19'47" 12.37' C103 40.30' 1184.00' 1'57'00" 20.15' C104 48.56' if84.00' 2'21'00" 24.29' C105 16.46'1 119.00' 7.55'41• 8.25' C106 23.67' HMO' 11.23'44• 11.87' C107 42.93' 130.00' 18.55'12' 21,66' C108 40.38' 130.00' 17.47'57' 20.36' C109 26.05' 315.00' 4'44'20" 13.03' MO 41.37' 315.00' 7'31'29' 20.71' CHI 24.19' 903.00' 1'32'05" 12.10' C1t2 65.03' 903.00' 4'07'34" 32.53• LICE BEARING DISTANCE Li S45416'09'E 24.71' L2 S32'14'40'E 35.26' L3 N50'27'59'E 65.82' L4 N39'31'48"X 26.00' L5 N57'58'04'E 26.00' L6 N46'12'20'E 72.14' L7 N43'49'05"N 26.00' L8 N45'16'09'X 24.71' L91 N32014'40"N 35.26' L10 NO2'26'44•X 80.B6' Lit S32'14'40'E 35.26' L12 N32'14'40'X 35.26' L13 N45'16'09'X 24.71' L14 S45'16'09'E 24.71' L15 N47448.34'E 26.02' Lib N39-44-56'X 23.74' AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. / 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING SEE SHED 11 WATERPIPELINE AND APPURTENANT NT FACILITIES 63 ta4jBl00'E0 1B1.40 ,E 03• A7 64 �y5ro3' �t7'E �557_34 27•McRi 65 S56•�7_ \S55 34•02•X(FR1 S53_f2' 3TX (R) s5O 5i�gg'MlR1 REMAINDER b t 67 75 •f olm " 74 0 EASEMENT TO UNITED STATES 2005 INSTRUMENT NO IL 2055-0313110 OF O.R. 4 t���! !� y -� :a•EIRI 1 iKi2.5i�54'E lR1 PfiC�..� �� N38_16_15'E (R) PRC_� �4 SHEETIO OF 15 SHEETS LOT "B" GOLF COURSE 26.90 AC GRAPHIC SCALE 1"=50' 0 50 100 150 SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES CURVE ARC RADIUS DELTA TANGENT C1 55.63' 256.00' 12'27'05' 27.93' C2 33.85' 256.00' 7'34'36' 16.95' C3 30.04' 1764.00' 0'58'33' 15.02' C4 55.14' 1764.00' 1.47'28' 27.57' C5 55.05' 1764.00' 1*47'16' 27.52' C6 66. 02' 1764.00' 2'08'40' 33.01' C7 47.98' 1764.00' 1'33'30' 23.99' CO 35.67' 504.00' 4'03'17' 17.84' C9 50.68' 504,00' 6 53'54' 30.38' C10 63.65' 504.00' 7'14'to' 31.87' C1i 54.00' 324.00' 9'32'56' 27.06' C12 59.25' 324.00' 10'28'40- 29.71' C13 7.67' 324.00' 1'21'22' 3.83' C14 12.35' 1944.00' 0*21'50' 6.18' C15 54.11' 1944.00' 1'35'42- 27.06' C16 54.85' 1944.00' 1'37'00' 27.43' C17 55.04' 1944.00' 1-37.20' 27,52' C18 55.12' 1944.00' 1'37'28- 27.56' C19 48.70' 1944.00' 1'26'07' 24,35' C20 35.45' 1000.00' 2'01'52' 17.73' C21 30.42' 1000.00' 1*44'34' 15.21' C22 30.82' 1295.00' 1'21'48' 15.41, C23 41.20' 25.00' 94'25'09' 27.01' C24 17,68' 25.00' 40'31'05' 9.23' C25 29.00' 62.00' 26-48.13' 14.77' C26 24.86' 100.00' 14'14'28' 12.49' C27 1.91' 9190.00, 0'00'43' C28 55.63' 9190.00' 0'20'49' 27.81' C29 27.64' 9190.00' 0'10'20' 13.B2' C30 20.08' 1537.00' 1'02'48' 14.04' C31 56.04' 1537.00' 2'05'21' 28.03' C32 10.B2' 1269.00' 0.29'19' 5.41' C33 56.25' 1269.00' 2'32'23' 28.13' C34 55.78' 1269.00' 2'31'06' 27.89' C35 55.42' 1269.00' 2'30'08' 27.72' C36 28.BO' 20.00' B2'31'02- 17.54' C37 72.37' 106.00' 39'06'58' 37.66' C30 155.27' 4186.00' 2'07'31- 77.64' C39 167.69' 464.00' 20'42'25' 84.77' C40 85.18' 9190.00' 0'31'52- 42.59' C41 182.57' 1537.00' 6'48'20' 91.39' C42 89.80' 476.00' 10'48'32' 45.03' C43 40.28' 179.00' 12'53'35' 20.22' C44 50,95' 149.00' 19.35'33' 25.73' C45 66.98' 190.00' 2011'52' 33.84' C46 24.50' 15.00' 93'34'41' 15.97' C47 30.22' 20.00' B6'34'27' 18.84' C4B 124.95' 532.00' 13'27'23' 62.76' C49 B7.87'1 934.00' 5'23'25' 43,97' C50 148.62' 1736,00. 4'54'19" 74.36' C51 31.79' 20.00' 91.04'02" 20.38' C52 31.10' 20.00' 89'06'03' 19.69' C53 118.1i' 2212.00' 3'03'33' 59.07' C54 213.55' 2238.00' 5'28'02' 106.86' C55 31.81' 20.00' 91'08'12" 20.40' C56 32.33' 20.00' 92'37'31' 20.94' C57 34.80' 1736.00' 1-08-54' 17.40' C58 26.33' 2212.OD' 0-40.55' 13.16' C591 181.92' 1295.OD' 8'02'56' 91,11' C60 212.74' 1295.OD' 9'24'45' 106.61' C61 151.02' 284.00' 30'28'05' 77.34' C62 136.13' 256.00' 30'28'05" 69.72' C53 254.23' 1764.00' 8'15'27" 127.33' C54 65.10' 903.00' 4'07'49' 32.56' C65 178.27' 1269.00' 8'02'56- 89,28' C66 212.62' 504.00' 24'10'18' 107.92' C67 42.04' 30.00' 8017'53" 25.31' C68 280.17' 1944.00' 8'15'27' 140.33' C59 136.69' 324.00' 241018' 69.38' C70 169.38' 903.00' 10'44'49' 84.94' C71 152.64' 518.00' 16'53'02' 76.B8' C72 65.89' 518.00' 717'16' 32.99' C73 118,87' 947.00' 7'11'32' 59.51' C74 153.34' 947.00' 9'16'40" 76.84' C75 SB3.46' 1750.00' 6'00'23' 91.81' C76 68.75' 1750.00' 2'15'04" 34,38' C77 143.58' 270.00' 30'28'05' 73.53' C78 180.10' 1282.00' 8.02.56' 90.20' C79 212.31' 2225.00' 5'28'02' 106.24' C80 252.21' 1750.00' 8'15'27' 126.32' C81 218.53' 518.00' 24'10'18' 110.92' C82 46.55' 256.00' 10'26'24- 23.39' C83 272.22' 947.00' 16'28'11' 137.05' C84 275.95' 960.00' 16-28-11' 138.94' C85 65.87' f000.00' 3'46'26' 32.95' C86 178.39' 221.00' 46%4'58' 94.38' C87 2.27' 248.00' 0'31'25' 1.13' C88 38,30' 35.00' 62'41'44" 21.32' C89 42.44' 50.00' 48'37'37' 22.59' C90 84.43' 125.00' 38'41'57' 43.90' C91 5.85'l 77.00' 4'21'16' 2.93' C92 29.03' 20,00. 83'09'42" 17.74' C93 61.02' 2225,00' 1'34'17' 30.51' C94 15t.29' 2225.00, 3 53'45' 75.68' C95 65.09' 960.00' 3 53'06' 32.56' C96 64.03' 960.00' 3'49'17" 32.03' C97 21.66' 2238.00' 0'33'17' 10.83' C98 65.96' 2238.00' 1'41'19' 32.98' C99 66.32' 2238.00' 1'41'52' 33.16' CiOO 59.61' 2238.00' 1'31'34' 29.81' C101 70.52' 1537.00' 2'37'43' 35.26' C102 27.93' 1537.00' 1*02'28" 13.97' C103 39.13' 476.00' 4'42'37' 19.58' C104 50.67' 476.00' 6'05'55' 25.36' C105 14.87' 179.00' 4'45'36' 7.44' C106 25.41' 179.00, 8'07'59' 12.73' C107 42.07' 167.00' 14'26'07' 21.15' C108 39.77' 167.00' 13'38'42' 19.98' C109 2.30' 167.00' 0'47'25' 1.15' C110 15.35' 190.00' 4'37'4B' 7.58' C111 51.63' 190.00' 15'34'04' 25.97' Ci12 15.06' 903.00' 0'57'20' 7.53' AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27AN0 LOT- LINE ADJUSTMENT\NQ.A RECORDEDJUNE 29 2007, AS INST. / 2007-0429288, FGHMERLY KNOWN AS LOTS 19OF NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.MARCH, 2019 LUDWIG ENGINEER/IINN�Gj��c 07-475 TRACT ��ICJ 0I1V E / N19�1T015g"N9i1 PAC i ��(p, w NOTE: LOTS 45 THROUGH 49 INCLUSIVE DELETED PER AMENDMENT NO. 2 W IrRAC7 MO. Il `VIIo �vNJU NJ/u�UNJ y Z 3333 TRACT N0. 31681-2 M.B.397 34-44. • 40" S, '10 v REMAINDER GRAPHIC SCALE 1"=50' 0 50 100 150 LOT L Nv -%i SHEETII OF 15 SHEETS \ C92 \ \ C90 L19 4 --- \ �4G CPaM�NA - / / r 1� cn C38 \ J W �14C24 ,s 143.66 . too •p4'S1 E '35'%'E PCC ci'S v / W7.24 09 E lR1 � t 53,E �6'36'Eau_-mac h�/ ' C5 kv) 160 �/ N0.OA'S1'E / \ \52 Al IEfii 181.65' IGO'04'51.1 51 LL - \ 54 w.* v, SA,�,i , s 50 55 m 44 Y,\7s 56 D �fA 6,A9 E M�PI 57 \s SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTES :!L`J 61 11 04 37_49_13_E (R) n� CS c' \ g�4 \ 10\ \ FA\ •E1 46Ai� ► 54'S8_00'E 6q :Og•E \ r o p 3 "� 04'EIRI L 63 !§t:16-23 ---� I 1 BI.40 .E 4T ' cm 1.Og' I I i Q / 43 42 41 at / 556.00-31 M LINE "INS IDISTANM L! W $29'53'E 26.00' l2 N41'42'59*E 26.00' L3 N39*31'48'N 26.00' L4 N54'54'34'N 26.08' L5 S39'33'23'N 74.74' L6 N44.17'53'E 26.00' L7 N11'22'25'E 28.00' L8 N48'09'31'N 46.54' 1.9 S48.09'31'E 26.45' L10 S56'24'58'E 35.69' L11 N50'27'59'E 65.82' L12 N56.24'58'N 35.69' L13 N55.40'22'N 19.92' L14 589.48'22'E 32.41' L15 N56'24'5B'NM46. L16 N56'24'5B"N L17 N48'09'31"N L18 N48009'31'NL19 N45'31'12"EL20 N4B'16'35'N SAS %yg 51'E00?K-., n b'451•ll •F,�/ 39,,o.,�aax�. �3 \ s �,!G'E�- �� SEE SHEET 10 37 .r,�•E1R1..-J US IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO.4 TRACT NO. 31681=3 SHEET 12 OF 15 SHEETS NOTE: LOTS 81 THROUGH 83 INCLUSIVE DELETED PER AMENDMENT NO. 2, AND LOTS 149 THROUGH 156 INCLUSIVE DELETED PER AMENDMENT NO. 3, AND LOTS 147 AND 148 DELETED PER THIS AMENDMENT. REMAINDER -O LN T=27.74' N 79°14'43� 'W( , Op �/•. A 4�gCgOF APCR C26 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07475 RECORDED JUNE 29, 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3, M.B. 420/1-15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING S 76 FFISyFF I % to N 72'36, I l ll "IV18p.00. /oW / A=12°20'06" / / I �oi�ry- R=266.00' L=57.27' 77 A=11°33'30" / R=446.00' / N6?S , L=89.97' 60p" T=45.14' A=12*17'10" R=491.00' �b6yI�R / T=52.85' 78 R 1501.00' " Ct L=107.43' �Q T=53.92' o a V 79 // �^ /K / <4 ok :7�/ 7U o SO6p, /ham 2/2 y 2 N\S 08\ (�2 4 R3' 190. 02 Q A=25°06'32" L=103.74' R=163.00' / T=53.20' L=71.43' A=31 °17'02" T=36.30' A=48°11'33" R=180,00' '304 R=153.00' L=98.28' L=128.69' T=50.40' T=68.43' V89°45'1B"E�R �'-S wr IR I N N 85°54'_218"E IRi N 83 55? PRC U C23 PC ^` � n N 22°59'11"W(R) A=21 "34'38" PRC X /� R=201.00' / L=75.70' / T=38.30' / P oti� St � Q► /�0�5Q �y°' OR 113 / A=98'09'38" R=30.00' L=51.40' T=34.61' b�es/k A=5"37'O6" R=315.00' L=30.89' T=15.46' N";- '/ A=42042'51" it REMAINDER w U N m A=15°30'12" R=300.00' L=81.18' T=40.84' \ A=14°23'28" \ R=300.00' 0 L=75 35' \ T=37.88' 2�4 T=2632' \ 114 N6�= 9� Ng6 A=11°20'20" R=315.00' 69 1 a5 N L=62.34' �$ ' T=31.27' A=11'28'28" R=302.00' L=60.48' T=30.34' A=10°14'50" 115 R=315.00' L=56.34' T=28.24' 'o N 87°14'54"E N 89'20'31"E N7`20', W A=31014'38" R=224.00'_,,'� L=122.15' T=62.63' /, A=13°24'58" R=315.00' 116 L=73.75' T=37.05' A=15°18'44" R=224.00' L=59.86' T=30.11' 119 183. 118 LINE TABLE LINE BEARING LENGTH Lt N 42'37'55"W 26.88' L2 N 01'32'32"W 6.44' L3 N 01'32'32W 6.44' L4 N 71°3257"E 12.76' L5 N 36'19'57W REMAINDER A=66°03'44" R=15.00' L=17.30' T=9.75' I.�YiflAp4b 146 C1s Ql/ �y N. 5217^ 66 � P�// R 360.00' L=43.70' T=21.88' C14 _N 55°33'48"E CID A=10°14'39" PRC \jz R=338.00' 145 'N 20°13'19"E(R) i PRC A=40904'48" CS7 R=108.00' �� P� \ L=75.55' w c �4g \ T=3939' °t N \ 6p QGG �j CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 0'46'36" 446.00 6.05' 3.02' C2 4`52'40" 163.00' 13.88' 6.94' C3 0058'13" 175.09 2.96' 1.48' C4 72°06'26" 20.00' 25.17' 14.56' C5 0018'23" 375.00' 2.01' 1.00, C6 2'05'37" 315.00' 11.51, 5.76' C7 34°19'09" 25.00' 14.97' 7.72' C8 1 "08'54" 411.00 8.24' 4.12' C9 1-02-53" 342.00' 6.25' 3.13' C10 0°47'59" 342.DO' 4.78' 2.39' C11 3035'42" 180.00, 11.29' 5.66 C12 14054'12" 25.00' 6.50' 3.27' C13 30'40'56" 25.00' 13,39' 6.86' C14 0'26'58" 300.00, 2.35' 1.18, C15 1'46'53" 321.00' 9.98, 4.99' C16 2'15'04" 360.00' 14.14' 7.07' C17 35"55'30" 266.00' 166.78' 86.24' C18 32°11'14" 456.00' 256.17' 131.56' C19 32011'14" 446.00' 250.55' 128.68, C20 66°04'26" 163.00' 187.97' 106.DO' C21 5'4949" 163.DO' 16.59' 8.30' C22 73'05'19" 25.00' 31.89' 18.53' C23 2'33'02" 110.00, 4.90' 2.45' C24 2'33'02" 100.00, 4A5' 2.23' C25 4'16'02" 310.00' 23.09' 11.55' C26 2'51'05" 201.DO' 10.00, 5.00, C27 2'48'46" 845.00' 41.48' 20.75' C28 26`06'47" 185.00' 84.32' 42.90' C29 2'48'46" 861.00' 42.27 21.14' C30 22'2223" 426.00' 166.35' 84.26 C31 4'3744" 444.00' 35.87' 17.94' C32 2'48'46" 879.00' 43.16 21.58' C33 19°13'54" 167.DO' 56.06 28.29' C34 83°2020" 25.00' 36.36' 22.25' C35 4020'21" -� 163.00, 12.34' 6.18, C36 17°52'53" 153.00 47.76 24.07' C37 16,69'38, 310.00' 91.95' 46,31' C38 30°20'39" 300.00' 158.88' 81.35' C39 21026,16" 302.00 113.DO' 57.17' C40 5°46'28" 1286.00' 129.61' 64.86' C41 40°03'59" 375.00' 262.24' 136.74' C42 40°03'59" 1411.00' 287.41' 149.86' C43 13'05'42" 411.00 93.94' 47.1T C44 74°33'18" 167.00' 217.31' 127.12' C45 67"59'31" 180.00' 213.60' 121.39' C46 5°46'28" 1304.00' 131.42' 65.77' C47 5046'28" 1322.00' 133.23' 66.67' C46 52°54'04" 95.00' 87.71' 47.26' C49 9°17'52" 338.00' 54.85' 27.49' C50 12'1048" 393.00' 83.54' 41.93' C51 45'35'08" 25.00' 19.89' 10.51' C52 6'46'32" 320.00' 37.84' 18.94' C53 1'49'24" 320.00' 10.18' 5.09' C54 1'51'36" 320.00' 10.39' 5.19' C55 1027'33" 320.00' 58.41' 29.29' 056 19032'31" 338.00' 115.28' 58.21' C57 66°04'26" 153.00' 176.44' 99.50, C58 66°44'47" 30.00' 34.95' 19.76' C59 21015'40" 310.00 115.03' 58.19' C60 40'03'59" 393.00' 274.82' 143.30' C61 27053'12" 393.00' 19t28' 97.57' 144 A�,�yay .n A9°F. �i6i \ �/ x G`1 •EJ A=24°26'31" 53i9 3% 6 R=321.00' r p619� \ \� T=69.3' 143 �=2'O 37" \ ` R318000'" 2=1286.00' 1 ==486.. T 34 89' T=24.06' n r< 3 1 N 86' 53' 16' E1R1 0 yl 1 N 85°�0'"E lRl PRC °1q'56 N 77 o " I N 87°02'20"E�_ u 31 ' p 159.26' R=342.0C 18' ? 70 N 85° 4T=9.49' "E_L L=11.63' A=3°37'5V 18' T=5.51' R=1286.00' ' - rn L=81.49' v T=40.76' U A=22055'53" A=23°15'10" N °52'47"E IRS �- U L 72.M 142R=205.00' PCC C5 T=36.51'T 42.18 'E '00" N 11'10"E�R11J r / 1 o - A=15°02'58" I 3i N>7° N81°24'S6"W 9' N\74L--397850 V U / / `�SO"ty�17519'R �4T=49.53' .�/AR--19gp1 03" 1R *37'l ''TI1 L=61.34' L=43.89' 7R / T=30.97' 141 T=21.95' N 86°56'25"W ( R '\ / N 51 °P2R'CW "& T=12.45' 7 E N 83°45'S2"W�R� -( C8 N 84-52'37"yy N 81 °24'56l1w a A=11°48'30" �°I A=9°04'21" R=�S290' V ZI , R=411.00' T=38.78' / L=65.07' W i r< / r=32s1' 140 " O V N L ?Z"W fR U N >5°4g'16 IV�iR1 N' 181.50, 2 / / o 139 SEE SHEET 13 SCALE: 1" = 50' 0 25 50 100 150 200 SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES P� IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO.4 TRACT NO, 31681=3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07.475 RECORDED JUNE 29, 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO. 31681-3, M.B. 420/1-15, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 1°5557" 375.00' 12.65' 6.32' C2 3°34'52" 156.00' 9,75' 4.88' C3 1048'36" 1032.00' 32.60' 16.30' C4 5°08'22" 1032.00' 92.57' 46.32' C5 0°28'13" 1032.00' 8,47' 4.23' C6 25°42'19" 60.00, 26.92' 13.69' C7 5115110" 100.00, 9.17' 1 4.59' C8 22°56'12" 100.00, 40.03' 20.29' C9 34°13'21" 25.00' 14.93' 7.70' C10 2°09'56" 474,00' 17,91' 8.96, C11 2°09'56" 500.00' 18,90, 9.45' C12 33057'10" 52.00' 30,81' 15.87' C13 4°54'14" 119.00, 10.19, 5.10' C14 0°11'13" 1068.00' 3.48' 1.74' C15 0°26'26" 200.00' 1.54' 1 0.77' C16 3027'01" 200.00' 12.04' 6.02' C17 1°17"07" 1068.00' 23.96' 11.98' C18 004846" 1000.00' 14.19' 7.09' C19 0°02'26" 15442.00' 10.96, 5.48' C20 40°03'59" 375.00' 262.24' 136.74' C21 0°41'03" 15478.00' 184.86' 92,43' C22 7*25111. 1032.00' 133.64' 66.91' C23 124°53'22" 60.00' 130.78' 114.99' C24 28°11'22" 100.00, 49,20' 25.11' C25 34°21'53" 150.00, 89.97' 46.38' C26 5°02'01" 1068.00' 93.83' 46.94' C27 0°41'03" 15442.00' 184.43' 92.21' C28 40°03'59" 411.00' 287.41' 149.86' C29 40°03'59" 393.00' 274.82' 143.30' C30 0°41'03" 15460.00' 184,64' 92.32' C31 4°41'12" 1050,00' 85.89' 42.97' C32 1°44'01" 1050.00, 31.77' 15.88' C33 34°01'04" 163,00' 96.78' 49.86' C34 12405322" 47.00' 102.45' 90.07' C35 24°03'45" 87.00' 36.54' 18.54' C36 85°15'13" 47.00' 69.93' 43,26' C37 2009'56" 487.00' 18.41' 9.20' C38 18°27'16" 1 163.00' 52,50' 26.48' C39 1015'32" 1237.00' 27.18' 13.59' C40 6°25'13" 1050.00' 117.66' 58.89, C41 35°31'48" 47.00' 29.15' 15.06, C42 49°4324" 1 47.00' 40.79' 21.78' A=42058'34" R=325.00' L=243.77' - T=127.94' 4=66°13'13" R=38.00'� L=43.92' T=24.78' /i 123 124 DETAIL SCALE: 1"=5' A=13°19 R=363.1 L=84.4 4%' T=42.4 AR A=6045'15" SCR \�9S° a A=6°36'07 Q R=250.00' L=28.4: T=16. T=14.42 ' 2.05' -SEE DETAIL ABOVE 124 LINE TABLE LINE BEARING LENGTH L1 N 82°03'27"E 20.19' L2 N 28°2644"E 26.00' L3 N 30°20'14'E 10.22' L4 N 61°33'16"W 29,06' L5 N 61°33'16"W 29,06' L6 N61°25'54"E 31.80' L7 N 63°43'12"W 95.06' L8 N 61°33'1fi"W 29.06' REMAINDER \$$\9$9 A=25°21'37"� R=156.00' L=69.05' T=35.10' A=9°48'14" R=325.00' L=55.61' T=27.87' A=23°31'53" R=325.00' L=133.48' T=67.69' R=856.00' L=3291' R=363.00' L�2.79' T=2 t .42' A=2°12'10" .46' 125 85°06'42"N'lR..� A=9°38'27" 126 R=325.00' L=54.68' T=27.41' T=20.83' 121 S n I SHEET 13 OF 15 SHEETS SCALE: 1"= 50' 0 25 50 100 150 200 SEE SHEET 12 04 0 -118 I 71T °521W __1 88°3607" 201.78' A=10058'10" 5R70 = . T=36.01' 119E / / 6°$g 11 At N8212�6' A�°14'14" / R=15478,00' / L=64.09' T=32.04' 18• 120 J7"E / !0' A=°17801" R1547.00' C7766L=.3' N 88^35'07"E A=0°09'48" / 212.39' R=15478.00L__t, C2 L=44.14' T=22.07' / 122 \N\'5$41 W / A=21°46'45" R=156.00' L=59.39 T=30.01' N 88°3607"E / U/ 248.02 \N�$ 0,7, / o y aRC�Nme cY ` 11Z 19, 123 2°79• s'�A / �ry 4C�06 \ A=44°09112" R--60.00' I C5'7 0 '27'18" / O� 50.00, 5.70' / 3.03! N 1/0 O^6ry yh o� N \a N 03048'! 6"W1Rj 69°4 PCC 511-w -- . N 69°45'11 W C7 33.67' 127 7.87' 128 7 140 N 81 °24'56"W I ,N 75°48'161a 181.50' v I ° R=4111.00' 139 L=65.68' / T=32.91' / N 74°37'05"W N // N 86°�8'`3••�R�_ 181.2�' p "'-- A=7°35'39" R=411 00' T=2i 138 2s' / rv68 `9 16 JR� / R=154 2300'` / L=65.84' T=32.92' 137 / Ng96 p 1g / A=0°14'39' 181 R=15442.00' _ L=65.79' T=32.90' 136 Lv 6 -� /l �q1 A=3°33'41" / RL16 39 �' T=33.20' -C14 S4 4? N, �� \6"y'fR�Rl poAMGOn 133 V R=1 N 135 L=43.37 T--21.68: �N 59 3 . t6W L=22.24' A=9*49'17" T=11.13' R=200.00' L=34.28' Iv e__ T=17.18' 134 A=15019101" R=200.00' L=53.46' , A, T=26.89' 132 � N 68° 21'38"W 196.62' 1� A=64°39'04" R=25.00' L=28.21' 131 T=15.82' N 63 C7 "" C11`�� 8 7 4vv 7p84� �`.O8• C 1 11,7 A=64025'45" 130 A=30°5725" R=119.00'_ L=64.29' T=32.95' N� �T`fis� �9// A-4°02'12" R=1237.00' L=87.15' T=43.60' N 8 r.3 '336,VM E A--16953'16" - R=591.00' L=174.20' T=87.73' REMAINDER SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES REMAINDER AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. i 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT 1 NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING Z, o cr- 'E (R)l l6�18' R � W i bT • L w O A w O 1 w if chi I - .3s 4'E(F0?9; 528'52' 21'E (R) SEE SHEET 15 GRAPHIC SCALE 1"=50' 0 50 100 150 REMAINDER SHEETI4 OF 15 SHEETS aMl ARC I RADIOS DELTA I TANGENT Ci 34.951 30.00' 66'44'47" 19.76' C2 137.511 444.00' 17*44'39* 69,31' C3 35.871 444.00' 4'37'44" 17.94' C4 74.56' 1356.00' 3'09'17" 37.34' C5 4.841 205.00' 1'21'14" 2.42' C6 59.00' 205.00' 16'29'23" 29.70' C7 80.11, 1256.00, 3'39'16" 40.07' C8 63.84' 205.00' 17'50'37" 32.18' C9 101.30' 732.00' 7'55'44' 50.73' C10 29.26' 30.00' 55'53'20' 15.91' Cif 83.45' 1373.00' 3'28'57' 41.74' C12 2.21' 1373.00' O'05'33' 1.11' C13 81.47' 1D62.00' 4'23'43' 40.75' C14 07.44' 1062.00' 4'43'03' 43.75' C15 37.10' 1D62.00' 2'DO'05" 18.55' Ct6l 52.16' 421.00' 7*05*56' 25.11' C171 63.39' 385.00' 9 76'01' 31.77' C181 16.03' 1098.00' 0'50'12' 8.02' C191 78.89' ION .00' 4'07'00" 39.46' C201 81.03' 1098.00' 4.13'41" 40.53' CNI 37.04' 1098.00' 1055'58" 18.52' C221 45.91' 1337.00' 1'58'02' 22.95' C23 46.43' 1337.00' 1'59'23' 23.22' C24 35.321 765.00' 2'38'30' 17.66' C25 85.00' 766.00' 6'21'50" 42.58' C26 11,65' 766.00' O'52'16" 5.82' C27 56.19' 410.00' 7'51'09" 28.14' C28 79.34' 4C0.00' 11'0515' 39.79' C29 24.57' 410.00' 325'59" 12.29' C30 41.48' 845.00' 2'48'47' 20.75' C31 10,00' 201.00' 2'51'05" 5.00' C321 84,32' 105,00' 26'06'47' 42.90' C331 42.27'1 861.00' 2'48'46' 21.14' C341 166.35' 426.00' 22.22'23" 84.25' C351 103.791 750.00' 755'44' 51.98' C361 19.10'1 132.00' 8'17'24" 9.57' C371 15.491 132.00' 6'43'27" 7.75' C381 84.54' 1355.00' 3'34'29" 42.28' C391 209.50' 1080.00' 11'06'52' 105.08' C401 206.901 403.00' 29'24'57' 105.78' C411 173.381 444.00' 22'22'23" 87.81' C42 43.15'1 879.00' 2048'46' 21.58' C431 56.05'1 167.00' 19'13'54" 28.29' C441 75.701 201.00' 21034'38" 38.30' C451 160.101 410.00' 22'22'23' 81.08' C461 132.041 766.00' 9'52'36' 66.19' C471 92.34' 1337.00' 3 W*25"l 46.19' C481 206.01' 1062.00' 11'06'52' 103.33' C49 212.99' 1098.00' 11'06'52' 106.83' C50 197.56' 385.00' 29'24'57' 101.06' C51 216,14' 421.00' 29'24'57' 110.5' C52 85.66' 1373.00' 3'34'29' 42.85' C53 17.60' 150.00' 6043'27' 8.81' C54 16.49' 114.00' 8'17'24' 8.26' ILINEI BEARINB IDISTANDE L11 S12'30'06"N 15.00' SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES GV;zo .4;p REMAINDER AMENDMENT NO. 4 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT NO. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. MARCH, 2019 LUDWIG ENGINEERING C� � C4 II' C3 \ \ I F 2 h >\\ 96 97 \ r6r \ ro Cas kl LINE BEARING DISTANCE L1 N48'43'19'W 193.50' L2 N77'19'53'E 52.74' L3 S77'19'53'W 68.81' L4 N60'02'50'E 78.15' L5 N19'56'i6'E 32.82' L6 N77'19'53'E 27.76' L71 S85'02'04'X 26.30' 103 9/ WIC \ y'Ac 5g.9A m 93 Nct SHEETI5 OF 15 SHEETS s�� \4 F / c►+ c+gam � C33 AONp P , �i 106 � ig rt - \4. gl V \ REMAINDER SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES 105 GRAPHIC SCALE 107 Im e:o / >r A CURVE I ARC I RADIUS DELTA I TAN6l]7I Cl 59.00' 205.D0' 16'29'23" 29.70' C2 4.84' 2D5.00' 1'21'14' 2.42' C3 1.64' 141.D0' 0.40'04' 0.82' C4 33.87' 141.00' 13*45'42" 17.02' C5 70.76' 195.00' 20.47-26" 35.77' C6 44.10' 195.D0' 12057'30' 22.15' C7 45.44' 30.00' 86.47'23' 28.36' C81 58.55' 193.03' 17.22'44" 29.50' C9 169.08' 193.03' 50'11'05" 90.39' C10 5.34' 20.00' 15'18'27' 2.69' C11 32.38' 200.00' 9'16'33" 16.22' C12 68.10' 404.00' 9.39'27' 34.13' C13 205.17' 57.00' 206.13'54' C14 80.11' 1256.00' 3.39'17" 40.07' C15 81.39, 421.D0' 11*04'34' 40.82' C16 5.85' 421.DO' 0.47'46' 2.92' C171 18.91' 19t.00' 5'40'21' 9.46' C18 36.69' 50.00' 42002'24" 19.21' CIS 13.28' 50.00' 0613'14' 6.68' C20 41.88' 70.00' 34'16'54' 21.59' C21 52.32' 70.00' 42'49'35' 27.45' C22 38.17' 70.00' 31'14'35' 19.57' C23 38.07' 70.00' 31*09*27" 19.52' C24 50.54' 70.00' 41022'03' 26.43' C25 30.40' 25.00' 69'40'D6' 17.40' C26 31.08' 25.00' 71'13'51' 17.91' C27 60.33' 200.00' 17'17'03' 30.40' C28 22.47' 227.00' 5'40'21' 11.25' C29 46.49' 385.DO' 6'55'D6' 23.27' C30 87.78' 385.DO' 13.03'50" 44.08' C31 76.75' 421.DO' 10'26'41' 38.48' C32 206.90' 403.00' 29.24'57' 105.78' C33 20.69' 209.00' 5'40'21' 10.35' C34 3.45' 404.00' 0.2919' 1.72' C35 218.84' 57.00' 219'58'35" C36 56.41' 187.00' 17'17'03' 28.42' C371 47.77' 70.00' 39'06'03' 24.86' C38 220.98' 70.00' 180'52'32' C39 49.97' 50.00' 57.15'38' 27.30' C40 197.66' 385.00' 29.24'57' 101.06' C41 216.14' 421.00' 29'24'57" 110.51' C42 63.84' 205.D0' 17'50'37' 32.18' C43 13.67' 57.00' 13'44'41' 6.87' C44 4.571 15.00' 17'28'02' 2.30' C451 114.861 195.00' 33.44'56' 59.15' C46 110.53' 193.03' 32.48'2f" 56.82' C471 64.65-1 404.D0' 9-10-08' 32.40' 1"=50' 109