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FTM2014-1004P�?*�4ecv v5t(0251-:5 ffi Zo�y oz��sq.c.e 90c. � 1 � crS 10N> �� f2o(-� of gOr"sz' o& '�_ 10-k-5. RS STATEMENT IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO a 3 TRACT NO a 31--681 3 A SUBDIVISION OF A PORTION OF E 1/2 RECORDED DUNE 29 2007, AS INST. # 2007-0429288, N0.31681-3 M.B. 420/1-15,TOWNSHIP OCTOBER, 2014 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. FORMERLY KNOWN AS LOTS 19 AND 6 SOUTH, RANGE 7 EAST, S.B.M. LUDWIG ENGINEERING LLA 07-475 20 OF TRACT WE HEREBY STATE THAT Wr- 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. T.D. D T DEVELOPMENT, L..P. BY. ITS: EXISTING OWNERS AS TO LOTS 1-44, 50-80, 84-112 6 157-196 (SIGNATURE NOT REQUIRED PURSUANT TO SECTION 66472.1 OF THE SUBDIVISTION MAP ACT -NOT ALTERED BY THIS AMENDMENT). k NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, 4CCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIV RSIDE • ON � Dp BEFORE ME, LindOLO loo, NO 0/ LA NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME{$ IS%�4RE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGE TO ME THAT �1E Gi�EjKi{GY EXECUTED THE SAME IN HIS/r— #—I �I'F_�? AUTHORIZED CAPACITY AND BY HIS �iiGGl¢T�IEI•Fl SIGNATURES ON THE INSTRUMENT THE PERSON OR THE EN TY 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. LINDA L. NANTELL mi4pil :Z.f SIGNATURE�\ `,� Commission # 2029705 r 1Q ;t •916 Q'; n N�� Notary Public - California i Z'� < Riverside County j ' cl-Fop ,1,• x ires Jul 1l 2017 My Comm. E p , NAME (TYPE OR PRINTED -NOTARY PUBLIC IN wow AND FOR SAID COUNTY AND STATE. MY COMMISSION EXPIRES:17 01 MY PRICIPAL PLACE OF BUSINESS I INV&r5oI COUNTY. 4 NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, kCCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA COUNTY OF RIVERSIDE ON BEFORE ME, A NOTARY PUBLIC, PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAMES) 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 PERSONS) ACTED, EXECUTED THE INSTRUMENT. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARA(jRAPH IS TRUE AND CORRECT. WITNESS MY HAND AND OFFICIAL SEAL. SIGNATURE NAME TYPE OR PRINTED), NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE. MY COMMISSION EXPIRES: MY PRICIPAL PLACE OF BUSINESS IS IN COUNTY. SHEET 1 OF 15 SHEETS RECORDER'S STATEMENT FIL 9 T I ES � DAY F 0G�r3eK- 201j�(i AT IN OK 7 OF MAPS, AT PAGES - AT THE REQUEST OF THE CITY CLERK OF I No eE � F � INTA I FE. 3f PETER ALDANA, COUNTY SE 0 -CLERK-RECORDER BY,��I `'�'�J DEPUTY ENGINEER'S STATEMENT 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 156 INCLUSIVE OF AMENDED TRACT 31681-3 NO.2, M.B 442 AT PAGES 37,THR000H 51 INCLUSIVE. SAID LOTS ARE RENUMBERED TO LOTS 113 THROUGH 148, HEREIN. QPpFESSIpN GL L. L D G 1319 EXPIRES 3-31-17 CIO H Z CD No. 13 191 al STq�OF CAZ��� rp'OZ—j� CITY ENGINEER'S STATEMENT_ I HEREBY STATE THAT I HAVE EXAMINED THE WITHIN 3RD AMENDED MAP OF TRACT N0. 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 SUBDIVISI0M MAP ACT AND LOCAL ORDINANCES HAVE BEEN COMPLIED WITH. 04 � �' �� PP�A SSI�N9 CTOTHY AIJCKAASON P.E. VATTED UBLIC KS RECTOR/CITY ENGINEER RCE 45843 EXP. 12-31-16 Cn H o m r No. 45843 E�Qti3l•16 �!r sTq�oF caZ�'�P CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINLD THE WITHIN 3RD 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. ERIC A . NELSON P.L.S. 5563 ACTING CITY SURVEYOR EXPIRES 9-30-17 CITY CLERK'S STATEMENT J�.,pzw , / (4:10 DATED -, SAND S�\ L � o ERIC A. � NELSON LS5563 P OF CATS I. SUSAN MAYSELS, CLERK AND EX-OFFICIO CLERK OF THE CITY COUNCIL OF THE CITY OF LA QUINTA, STATE OF CALIFORNIA, HEREBY CERTIFY THA S ID DESIG AND DEVELOPMENT DIRECTOR AT ITS DIRECTOR'S HEARING HELD ON "I APPROVED THE WITHIN 3RD AMENDED MAP OF TRACT NO. 31681-3. 5/1 &/20 0 �� SUSAN MAYSELS CMC OF THE CITY COUNCIL CITY OF LA QUINTA 36 tax LCA r �C J 0 o� NN� N 1t'! W) N p. N Vcu P%. cu IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING *S89'53'00"E 2651.32' S89'31' 420E 2651. 56' FOUND 2"IP W/Tag DOWN 1.35, PLASTIC PLUG ILLEGIBLE, ACCEPTED AS NW. COR. OF SEC. 27, PER RS 70/96-99 J �OO�Q W U a VA2FiTC�TI I EMC➢ AVENUE 58 FOUND 3/4" IP W/nail DOWN 0.3' NO TAG ACCEPTED AS N 1/4 COR SEC 27, NO REF 4GiG^Qcr Roo 39@W=2 Ho&3971moo �W �O O�pQQ �L�000m FOUND 3 4"IP Open DOWNNO TAG o e� HELD FOR LINE. ACCEPTED AS PROPERTY �O CORNER PER RS 18/56 �O *W9'49' 05'M 2646.129 * 35.009 N89'30109'N 2647.03' F),%RCEL "Dm co m W ;n Q 0 2 N W N O 2 TRACU Hoo 390@1=1 �,C3,373%/7=93 FOUND 3/4" IP W/Ta DOWN 1.75' TAGGED LS 4152 ACCEPTED AS S. 1/4 SEC. 27 3/4"IP W/Tag PER RS 111/95 DOWN 0.3' TAG ILLEGIBLE ACCEPTED AS SW COR SEC 27 PER RS 111/95 (S89•47.470r) 2654.43' (2654.341) BASIS OF BEARING PER RS 111/95 AVENUE 60 ENGINEER'S NOTES: 1. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF THE SW 1/4 OF SEC 27 SHOWN HEREON AS N 89'47'47"E,PER RS 111/95 2. • INDICATES FOUND MONUMENT AS NOTED. 3. 0 INDICATES SET 1 " I.P., FLUSH, TAGGED R.C.E. 131919 UNLESS OTHERWISE NOTED. 4. o INDICATES FOUND 1" I.P. FLUSH TAGGED R.C.E. 13191 PER TRACT NO 31681-1 M.B. 373/7-13, AND/OR TRACT 31681-2 M. B. 397/34-44. 5. A 1" I.P. WITH PLASTIC PLUG, STAMPED R.C.E. 13191 WILL BE SET AT ALL REAR LOT CORNERS, UNLESS OTHERWISE NOTED. 6. A NAIL AND BRASS TAG STAMPED R.C.E. '13191 WILL BE SET IN THE CONCRETE CURB ON THE PROLONGATION OF THE SIDE LOT LINES IN LIEU OF FRONT LOT CORNERS. 7. IN THE EVENT THE ABOVE TYPE MONUMENTS CANNOT BE SET DUE TO UNFORESEEN CIRCUMSTANCES, � A TAG MARKED R.C.E. 13191 WILL BE AFFIXED IN CONCRETE, STONE OR METAL AT THE TRUE POSITION CALLED FOR BY THIS MAP. B. {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. THIS TRACT CONTAINS 1i8.95 ACRES, 188 LOTS, LETTERED LOTS "B" THOUGH "J", PRIVATE STREETS AND DRIVES LOTS "K" THROUGH "Z", "AA", "BB" AND "CC", AND PUBLIC STREET LOT "A" 13. EXISTING 10' PUBLIC UTILITY EASEMENT OF THE CITY OF LA QUINTA, i0' IMPERIAL 1 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. VINDICATES 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. 420/1-15. N89 *32' 29 0 N 2651. 05' SHEET 2 OF 15 SHEETS FOUND 1 1/4" IP W/nail DOWN O.i' TAG MISSING IN LIEU OF 2" I.P. Q ACCEPTED AS NE COR. SEC. 27 Q PER PMB 179/78-79 I Q � 10' GTE CONDUITS 0 o013 �g 0 FOIUND 2x2 W/Tag DN 0.4' CO. SURV. BRASS TAG W/ 2' SWING TIES AC EPTED AS E 1/4 COR SEC. 27 PER PMB 179/78-79 M' 12"w 1 265i . 23' MRSACl � � �� T1 N OD. 31681-3 (N89'47' 32' E 2549.281 � S89'47' 29"W 2649.34' FOUND Brass Cao DOWN 1. 10 ' BUREAU OF RECLAMATION 1946 ACCEPTED AS SE COR, SEC. 27 PER RS 111/95 GRAPHIC SCALE 1"=400' 0 400 800 1200 VICINITY MAP NTS 58TH AVE. �CID � O W W O O 2 Y Ill Lli 0 Ir 0 CURVE ARC RADIUS DELTA TANGENT Ci 42.04' 30.00' 80'17'52" 25.31' C2 46.65' 256.00' 10'26'24" 23.39' C3 28.80' 20.00' 82031'02" 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' C7 178.39' 221.00' 46*14158" 94.38' C8 2.27' 248.00' 0'31'26" 1.13' C9 38.30' 35.00' 62'41'44" 21.32' C10 42.44' 50.00, 48'37'37" 22.59' C11 84.43' 125.00' 38041'57" 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' 84044'15" 27.36' C151 85.12' 825.00' 5'54'40" 42.60' C16 144.70' 128.00' 64'46'07" Bi.18' C17 117.45' 98.00' 68'39'49" 66.93' C18 495.97' 350.00' 81'11'26" 299.94' Ci9 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*12113" 229.49' C23 96.39' 189.00' 29'13'14" 49.27' C241 65.87' 1000.00' 3'46'27" 32.95' C25 394.30' 3119.00' 7'14'35" 197.41' C26 45.04' 300.00' 8'36'10" 22.56' C27 45.47' 894.00' 2'54'51" 22.74' C28 63.77' 40.00' 91`20'2B" 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' 9'12'21" 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' 23015'10" 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'i7" 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' 119.00' 35'51'39" 38.51' C44 87.15' 1237.00' 4'02'12" 43.60' C45 30.81' 52.00' 33057'10" 15.87' C46 33.74' 30.00' 64'2545" 18.90' C47 43.92' 38.00' 66'13'13" 24.78' C48 243.77' 325.00' 42'58'34" 127.94' C49 28.81' 250.00' 6036'07" 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' 31'14'3B" 62.63' C54 234.83' 315.00' 42*42*51" 123.18' C55 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" 8.81, C60 29.26' 30.00' 55'53'20" 15.91' C61 4.57' 115.00' 17'28'02" 2.30' C62 169.08' 193.03' 5011'05" 90.39' C63 60.11' 1256.00' 3'39'17" 40.07' C64 68.10' 404.00' 9'39'27" 34.13' C65 32.38' 200.00' 9016'33" 16.22' C66 17.30 ' 15.00 ' 66 '03 ' 44 " 9.75 ' C67 45.44' 30.00' 86'4723" 28.36' C68 114.86' 195.00' 33044'56" 59.15' C69 35.51' 14i.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' 35655'30" 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'i8" 69.38' C79 280.i7' 1944.00' 8015'27" 140.33' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681 3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED DUNE 29 20079 AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 / � - - - - "Nillilift%l LUDWIG ENGINEERIN§EE � o � L20 SHEET 11 r1% cu SHEET 3 OF 15 SHEETS L�� /m�;J � ' 1325.57' N89'34'20"N SAT 1 TmcT Koo � .��� � � a' a� � 1 ` LOT "S" _ _ _ �� 194 � 31 �23 �/ Q' 2 \ �� 3 4 5 g 7 g � �I o' � H \ 1 10 53 sa �Q �j � 53 55 52 � �-� . 5i 50 i2 LOT "K" CC R)Li6 �� � 44 i3 � m 43 LOT "B" Co � � % �� � '!• � 42 GOLF COURSE 14 / '- 56 � 40 15 � CDO 54 � � / � 5 �.� 39 � � Lci LOT � cn N ! � 58 1 � � � 38 is 1 1 'AA' ., \�9S. 59 q� ��\� LOT LINE ADJUSTMENT N0. LLA I 60 \ � 37 07-475 RECORDED JUNE 29, 2007, AS INST. ,�C�S6F Cj9 si \ 36 # 2007-0429288. i7 I 62 \ `\`. \ 35 i8 I 63 1 34 � 6465 \ �P� O30' WATER PIPELINE AND 19 33 APPURTENANT FACILITIES 'T � �� 32 OFAAMERICATORECORDEDSAPRIL 2O / � � Pi, 2005, INSTRUMENT N0. 85 67 � �� \ 31 2005-0313110 OF �,� � -'\ /All 30 68 �>> 69 29 � � � 23 22 21 \\ � 195 I �;070 0 � 25 24 - 71 \ � 27 2672 r 1 28 �f � ° � H(oo 310@IC32 Q�QQG� / �j 73 � 1 r=� - - � 165 !96 LOT • H \� � o 0 o`i ��l/�3 ° o •off j % � � 74 � 162 163 164 3 75 1 157 ! 159 i60 !6! 76 77 / � / �,�z. �g 2�Pi NSA � 78 � Q. pilly f C2 �SO4 5 5g E �C / 167 ��9'14 • Qy � l NE(` SO! '59' 07"E (R) PCB, PCC � Agi `(q� �"' 79 / ��c,�o �_.9._21_21_E fR) _' - Ny$ j � 168 S � 0 80 N� � 1 SSE � REMAINDER .. for E � � yyA� l� SHEET 12 � i69 � �-� SH N 0'2 �As � 170 84 � y 85 / < 148 c,�, o�s9. 171 87 86 i /`4� ��' 147 �9�� � Q�Q�i � i�� 172 I � ri 88 !!3 �\ 146 �ss� .h3i.� / �� � � 89 n �6� �h 173 � .45 35•��R1 pR� � 90� / C�1 N10 3;8j � J o I 114 o i45 / / N fi 38' 45"H (R) PRC� U _..��� __ 9i .. �, N2� �.Ptc �*�� 115 �. � 1 144 --- - 174 `Q`j 2?15� p2 E \ `S�9 I 0 CT °C Z cow N85 '02 24 E (R� - +� \ N�� 0 93 ti� Q 116 J I �Aox s. ZI 143 `'' 175 / •'� 94 / 't 112 .\ems, " N� . I 95 i �,� \sue. v v NB9'2o 31-E 117 / �42 �� • tie• a`� 9fi �� �s 6<A r I \ \0 \� (R) PCC � - •_._. 142 av, ` �pAC � � 1 w 97 '� C6o\*- �,176 98 \ \ pND A 110 i i8 `� o Lo � � 141 �a � o 99 \ \ / 109 2,i77 �A ..�• i i9 �/ z108 \�, � � I 178 H 107 4 gn 101 s ' 105 102 103 104 LINE BEARING DISTANCE L1 S56'15'47"W 78.78' L2 S60'38'46"W 81.00' L3 S63053'17"W 83.05' L4 S61 '45 ' 38 " W 81.67 ' L5 S66 '27 ' 57' W 84.96 ' L6 N50'35'21"E 78.32' L7 S61'42'11"W 123.42' L8 S39'32'44"W 102.77' L9 S29'44'30"W 129.53- L10 S06'11'00"E 81.33' L11 S45'16'09"E 24.71' L12 S32'14'40"E 35.26' L13 S56'24'58'E 35.69' L14 S48'09'3i"E 26.45' L15 S35054'488W i36.24' L16 S11'22'250W 28.00, Liz S03'53'27"W 65.10, L18 S45'31' 12'W 28.87' L19 S55'401220E 19.92' L20 N89'48'22'W 32.41' L21 S00'11'388W 58.49' L22 S72032'40"E 44.06' L23 S66'52'33"W i44.95' L24 N37'07' 19"W 31.11' L25 N01'08'26'W i66.00' L26 N54"44'540E 165.26' L27 S85'02'04'W 26.30' L28 S17.27-20"W 62.44' L29 S01'32'320E 6.44' L30 N29'44'30"E 67.42' L31 S70'40'28'W 139.42' L32 N69'15' 17"E 113.19' L33 N710122260E 71.68' L34 N65"53'480E 207.26' L35 S67'05'008W i91.92' Lu Z3 o � � o n, cc z o off)' cv �cc C61 L �3A 106 \IXQ�, \10I �0 139 � / "i+ �, 138 �; / \ ._- j � -1 179 LOT .._�f mm 180 Cn 122 " W (a) 37 N60 DO 37_-- - i� •. \ �- REMAINDER f a PR" \�f. 181 \ i23 136 Rc \�s• I \sf��' S59'39 15 E (ai -- \ 1 \t C49 _ - \�s q�,o � / i 35 °'�311 tR� Pac�\9124 Nsg?a _ - \ �9100 182 ti .z �r 134 W (R) I o..�. � a 1 C.' S89 '34' 44 "E R PCC 183133 4�- I - v I Q " P 126 Q- ; S86 23 04 W (R)RC- 1 i32 ._ ---- - I 1 184 " E (R) PCC 127 REMAINDER • 14 51 47.46 " m 30 '20' 14 W � 185 �- S o N7 55.47, i28 , � 0 5 , 129 e 22 i 30 Z.h`� I w 131 �`? h i86 i ll S7o ` 6c'. 25 . D\ 1 58'2 • Ct o 'Sg. 187 �*74P- 05' �64 g 11 '47. \�' ` w i88 I 5B `05 *w N00 38 55p E (R) PRC EASEMENTS 1 RIVERSIDE CO. - RIGHTS OF PUBLIC, 30' ALONG SECTION LINES REC 4/17/59 NO. 32692. O.R. 2 UNITED STATES OF AMERICA, THE OWNER OF EASEMENTS FOR WATER PIPELINE AND APPURTENANT FACILITIES, RECORDED APRIL 21, 2005, INSTRUMENT NO. 2005-0313110 OF 0. R. SOUTHERN PACIFIC RAILROAD COMPANY, THE OWNER OF EASEMENTS FOR RAILROADS AND UTILITIES PER BOOK 208, PAGE 349, RECORDED 12/5/1905, AND BOOK 2209 PAGE 60, RECORDED 1/9/1906, BOTH OF DEEDS. SAID EASEMENTS ARE BLANKET IN NATURE AND CANNOT BE PLOTTED. SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES N05 ' 15' 45' W (R) PRC 189 c 15 G 190 ci tia % I 191 I M / 40 / / I o 193 192 I ocn T1 I ot -------- m - -AVENUE 60 LOT "A" �-- 588.85' N89'47' 29"E -� GRAPHIC SCALE I of 00 1 200 400 .11 ma V�O O H CURVE ARC RADIUS DELTA TANGENT C i 8.88' 270.00' 1 '53' 06" 4.44' C21 32.63' 25.16' 74'18'56" 19.07' C3 113.85' 296.00' 22002'14" 57.64' C4 31.93' 296.00' 660'48" 15.98' C51 43.19' 578.00' 4*16'52" 21.60' C61. 82.12' 578.00' 8008'24" 41.13' C7 33.96' 626.00' 3'06'31" 16.99' C8 28.53' 25.00' 6502233" 16.04' C91 44.04' 63.00' 40003*20" 22.96' C!0 67.19' 162.00' 23'45'48" 34.08' C1! 75.32' 350.00' 1219'48" 37.81' C12 72.38' 350.00' 11050'57" 36.32' C131 36.16' 150.00' 13048' 37" 18.17' C14 28.35' 150.00' 1004951"1 14.22' C15 64.11' 45.16' 81020'15" 38.80' C161 72.11' 256.00' 16-08-17" 36.29' C17 163.61' 273.00' 34020'18" 84.35' C18 219.56' 273.00' 46004'49" 116.11' C19 116.40' 273.00' 24'25'47" 59.10' C20 198.95' 816.00' 13'58'09" 99.97' M. 56.36' 50.00' 64034'42" 31.60' C22 50.72' 70.00' 41030'39" 26.53' C23 75.38' 287.00' 15'02'58" 37.91' C241 30.56' 25.00' 70'01'44" 17.51' C25 54.56' 25.50' 122034'55" 46.56' C26 105.22' 87.00' 6917'46" 60.12' C271 45.27' 98.00' 26028*10" 23.05' C281 49.36' 30.00' 94615'45" 32.32' C291 67.17' 270.00' 1415'11" 33.76' C301 58.93' 287.00' 11045*52" 29.57' C31 444.81' 259.00' 98024'05" 300.06, C321 29.91' 20.00' 85040,34" 18.54' C33 32.73' 20.00' 93045'50" 21.36' C34 96.20' 487.00' 1119'04" 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" MAW C38 202.36' 830.00' 13'58'09" 10i.68' C39 30.09' 25.00' 68.58'14" 17.17' C40 200.73' 375.66' 30036'56" 102.82' Ni 126.91' 287.00' 25020'07" 64.51' C42 78.68' 287.00' 15'42'30" 39.59' C43 31.78' 112.00' 1615'37" 16.00' C44 24.97' 88.00' 16015'37" 12.57' C451 68.16' 242.00' 16008'17" 34.31' C461 159.56' 324.00' 2892'02" HAT C47 145.77' 296.00' 2813'02" 74.40' C48 125.30' 578.00' 12*25'16" 62.90' C49 131.37' 606.00' 12025'16" 65.95' C50 43.31' 626.00' 3°57'49" 21.66' C51 299.11' 598.00' 28*39*29" 152.75' C52 258.03' 626.00' 23'37'00" 130.87' C53 64.51' 150.00' 24038'29" 32.76' C54 253.58' 350.00' 41030'43" 132.64' C55 161.81' 162.00' 5713'44" 88.38' C56 53.41' 63.00' 48'34'14" 28.43' C57 148.83' 149.00' 5762'44" 8i.29' C58 61.44' 50.00' 70'24'09" 35.27' C59 9.34' 626.00' 0'51'19" 4.67' C60 128.34' 592.00' 12'25'16" 64.42' CHI 152.67' 310.00' 2892'02" 77.92' C621 306.11' 612.00' 28039*29" 156.33' C631 28.18' 25.00' 64034'42" 15.80' C641 61.76' 110.00' 3210' 12" 31.72' C651 76.05' 270.00' 16'08'17" 38.28' C66 538.98' 273.00' 113007'05" 413.38' C67 72.14' 612.00' 6045'13" 36.11' C68 9.36' 63.00' 8'30'54" 4.69' C69 195.53' 802.00' 13'58'09" 98.25' C70 39.40' 273.00' 89!6'10" 19.74' C7i 22i.82' 287.00' 4417'02" 116.78' C721 180.56' 456.2l'I 22040137" 91.48' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 3'1681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED DUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING SEE SHEET 8 � 14 N89.52' 06"E (R) cl ca v u) 13' H84'o i' 54»E w ~ v U7 � �� Liu i _I 14 14• Q ` 2 \ A --akin � 1 \ U3 N85 54 0*511M (R) 15 v 06 JB E( C68 1 _ '42' 00 • r� tag N84 Oi E 1 - - --- co 2l0,45 •� \ 1 C) \ lei 0716 - - tj } l •32' 03" E CRi PRC % \ r. • PlIco r lam_ S79.48 05"W (A) N8fi'29' 240E cr 247.29' tO - 1 LOT ##AAll OPEN SPACE o �► • �-- 4*65 AC 17 o t c� 1 co0 0 c� N87 '05' 10 E (R) - -- --' � N89 034' 160N N• 235.34' LOT B �, 1 _ IU GOLF COURSE N88.379586N (R)PCc I 18 26.90 AC I c N88'07' 35" `� �7 1p w 1�i1 Lo M (R} �- N89'34' i6"N 222.00'� c� co' - - - N>>'17• Atcc/ l 1•I 19 z� G,p N89 48 30 N ioe . e s �F-o et C) CE Q��V�.O � / aDW U mv��o Q4O �2'44.ti o _ � t4' � •at cep 5�`�j► / 9 N89 "48' 30"N i2i . 97' --- • cc N90.000a E 122. 32" 3C 13. 44 • I LOT LINE ADJUSTMENT NO. LLA / " `� m �•� _ / N9a •aa as � i3i.5s �ti �cy 07 d75 ICORDEO Jl1NE 29, AS INST. -,� # 2007-0429288, FORMERLY KNOWN ,� 2 AS LOTS 19 AND 20 OF TRACT NO.31681-3 M.B. 420/1-15. .<v / o. / 3. er t 20 .o h / Q �. �90. 3i N9a 00 00 E cti L40v cn ' N89.32' 49"E (R)/ Q al N'se \ LOT B �, . \ GOLF COURSE J� • \ \ 26.90 AC QQ W" / 195 \ WELL SITE c o 00 0 AC • / 21 �. �, \ N \ 7 :� P: N W ti tq .00' F- W W cr U) W 0 cl Z 0 ti jR, \� / = Q C7i �r 30 � � �_ �; C4 o cis M5'io' 5i0W S3 \ / _ . i3' � � 4 � � c" ' 308W tR) FCC Nil 'i7'54"W (R) PAC C� \ •tom \ d �N05.37' 23' W (A)_ o o i so E ' 0;�R qrt' o !, �, \ W C3 \ �c I w � C.� Q �'/ Cif '9 \ �. � � S s<v 1 C C' / �► o .20 \ �i0 , cn U a \ ` i -QPP- -Qtm PPT 0 3C LINE BEARING DISTANCE L1 S85'42'08"W 5.50' L2 NO3'27'25"W 16.59' L3 N62'06'480E 10.62' L4 N07'32'04"W 86.47' L5 N63'55'14"E 27.42' L6 N38'13'4!'E 18.97' L7 N43'34'28"W 20.69' L8 SO4'49'09"E 10.00' L9 N04'49'090W 10.00' L10 N20'36'09'E 19.10' L11 N15'53'050E 31.88' L12 NO3'27'25"W 16.59' L13 NO3'27'25"W 16.59' L14 N07'32'04"W 20.03' co cn co �� 196 " z �LOT H I Ew�pP� 1 1 1 I � OPEN locol SPACE ACko „II --j I .- LOT � II J J � PtE 54 ACCE � I REMAINDER � cn ui � �_40'14'EgU I � Feel GRAPHIC SCALE 1"=50' �yJ ccn 36 0 50 soo ieo ��I � ! SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES �i21_59_E (I) I � II i I 166 1 1114 SEE SHEET 6 °D 55.00' N K 1 6 qW SHEET 7 OF 15 SHEETS FOUND 2x2 M/Tag ON 0.4' CO. SURV. BRASS TAG W/ 2 SWING TIES ACCEPTED AS E i 4 COR SEC. 27 PER PM B 179/78- 9 ,moo �- 293.92' 0 in cu Qo 65. 84 • N8 4 •i4'25 •w 1 •ro ors IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 8 OF 15 SHEETS AMENDMENT NO, 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED JUNE 29 20071 AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING 1325.57' N89'34920'M 804.20' LOT "AA" OPEN SPACE N2 . • 4.65 AC 1 S77 • c60 o o cu � N / L 1 `�' ao' ME tR: N77 *37 • " c,~ -----_..�-0 _ Cgg ��0.0 �, SO,,- 47 , -- PW cnl r__ - , - - - - - , _____ A-1/__ C63 664 - 05 PAP ull if C64 *37 52a E C50 JEFREZ c, i3 C53 C49 LOT S c� c54 � cs1 At VATS S� c8o m PRIVATE C27 cze c29 C23- -- -- -- -- . Lu 4i.Ss /Iry cu 2 17 1r • c!a CURVE ARC RADIUS DELTA TANGENT Cl 78.38' 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' C61 24.00' 71.00' 19'21'52" 12.11' C7 55.48' 71.00' 44'46'15" 29.24' C8 42.54' 71.00' 34'19'51" 21.93' C9 34.45' 430.00' 4'3525" 17.23' CIO 24.18' 430.00' 3'13'20" 12.09' C11 67.09' 166.00' 23'09' 22" 34.01' C12 64.16' 166.00' 22'OF147" 32.49' 7.18' C13 14.36' 967.00' 0'51'02" 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' 86'5441" 47.37' C181 36.90 ' 40.00' 52 '50 ' S6 " 19.88 ' C19 36.06' 40.00' 51'39'21" 19.36' C20 16.03' 40.00' 22'57'25" 8.12' C21 63.95' 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' C251 10.08' 100.00' 5'46'33" 5.04' C26 11.94' 633.00' 1'0451" 5.97' C27 88.89' 633.00' 8'02'45" 44.52' C28 21.22' 633.00' 1'55'13" 10.61' C291 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" 16.83' C33 116.98' 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" 38.50' 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' 63.00' 48'34'02" 28.42' C41 80.70' 162.00' 28*3231" 41.21' C42 148.83' 149.00' 57'13'44" 81.29' C43 61.44' 50.00' 70'24'13" 35.27' C441 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' 26640'44" 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' C521 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' C55 35.19 ' 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' C63 132.04' 661.00' 11'2642" 66.24' C64 114.58' 638.00' 10'1724" 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" 29.36' 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" 132.640 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' C80 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 2.92' 162.00' 4'55'25" 6.96' C85 258.03' 626.00' 23'37'00" 130.87' C86 182.50' 975.00' 10'4329" 91.52' C87 56.11' 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' 1500.00' 0'55'30" 12.11' C91 192.66' 612.00' 18'02'13" 97.13' C92 30.02' 272.00' 6'19'23" 15.02' C;t LOT "8" GOLF COURSE 26990 AC LINE SIRING DISTANCE L1 N85'30'14"W 33.80' L21 N70'03'05"W 55.52' L3 N76'15'45"W 5.50' L4 S00030'13"W 27.24' L51 N36'20'06"E 8.52' L6 S36'20'06"W 10.27' L7 S12'29'52"W 55.56' L81 N01'19'151'E 28.55' L9 S00'2345"W 12.56' L10 N45'23'45"E 25.46' L11 S89'36' 15"E 5.62' L12 N89'36'15"W 23.62' L 131 S00 `12' 30"W 4.48' L 14 S89 '36' 15"E 13.84' 1 L15 N89'36'15"W 13.95' 1' 7 5 31v- 6 a a 8 � z v 9 ofIN tiCD r 87.37' 62.80' C10 C9 87.37' 87.37' -� C72 CB � 339.04' N87932'47'E � GRAPHIC SCALE 1"=50' 0 50 100 150 13.80' z Q �o 8 LOT "B" GOLF COURSE 26..90 AC ---- 1325.57' S89'34'20'E � lei t/ tl.,, 6 cr) I I� i F 20.00' ACCESS EASEMENT� o TO THE CITY OF LA GIUINTA r (_' � � � � FOR � IV"�c���ro EGRESS NCY 20.00' A��S ( I VEHICLES. cn FOF NICE AMEM�GENCY \ �,�y C30 � ID 194 WELL SITE 0.58 AC 8 NATgq c�MD �r TZ Cb % 4e/ Sb 9 Ki 10 ni �•'�h �2 9� l , i to 5�_io_30_E LRI?S N89'30' 57'M (R) 92 �5.30'47"E ^p I S7i_35' 49'E (a) � N f � p165_06_41'N (R) mc 12 CO (� � �0' 47 E N72_2344' M (�U � N79�28' 24'N 13 ��Oj N76'15' 48'N IRi 1 55.00' � L14 J L15 6 f � o z cn W W 3C OPEN SPACE 200.05' 4965 AC LO 4• �5'N (RA W61'�i_23M 1p� � ,,,J; 7 q Mco cn 13" ci CD 194.78' i � J 14''14289 ' NM 05 - 15 E 8 E5 T 7 cD 0 ca cm F'- Lii W cc cn w O cc Z O 55.00' W cn H m a 0 cn c0 Q CURVE AFIC RADIUS DELTA TANGENT Cl 29.48' 30.00' 56018'24" 16.05' C2 145.25' 4405.00' 1'53'21" 72.63' C3 23.15' 4405.00, 0'18'04" 11.58' C4 0.87' 300.00' 0"0958" 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' 608.00' 6*29*50" 34.51' C9 54.95' 220.00' 14'18'42" 27.62' CIO 52.38' 510.00' 5'53'05" 26.21' C11 52.45' 210.00' 14'18142" 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'%1 " 28.08' C15 45.47' 894.00' 2'54'51" 22.74' C16 394.30' 3119.00' 7'14'36" 197.41' C17 23.42' 287.00' 4*40*33" 11.72' C18 66.72' 287.00' 13'19'10" 33.51' C19 72.75' 287.000 14'31'28" 36.57' C20 30.60' 100.00' 17*31154" 15.42' C21 68.14' 63.00' 61058'31" 37.84' C22 67.07' 100.00' 38'25129" 34.85' C23 3.95' 63.00' 3'3526" 1.97' C24 57.37' 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*40145" 19.89' C28 135.621 292. 00' 26 *36' 43" 69. 06' C29 32.69' 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' 81'0439" 25.66' C35 58.93' 287.00' 11*45152" 29.57' C36 72.76' 200.00' 20'50'41" 36.79' C37 33.93' 618.00' 3'08'45" 16.97' C38 76.40' 210.00' 20'50141" 38.63' C39 105.29' 491.00' 12'17110" 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' 2011'07" 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' 1'0235" 28.39' C47 77.89' 3119.00' 1'25'51" 38.94' C48 78.46' 3119.00' 1'26'28" 39.23' C49 79.10' 3119.00' 1'27'i1" 39.55' C50 46.41' 3119.00, 0"51'09" 23.20' C51 314.60' 278.00' 64'50'23" 176.56' C52 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 31.18' 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' 461.000 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' 1'11'18" 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 37.98' 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" 133.561 C75 30.97' 20.00' 88'43'02" 19.56' C76 23.54' 15.00' 89'54159" 14.98' C77 363.37' 1426.00' 14'36'00" 182.68' C78 109.72' 474.00' 13'15' 44" 55.10' C79 394.24' 2707.00' 8'20'40" 197.47' C80 160.02' 278.00' 32'58'52" 82.30' 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' 8'16110" 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' C88 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' 474.000 9'5659" 41.26' C92 61.76' 4405.00' 0'48'ii" 30.88' C93 60.34' 4405.00' 0'47'06" 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' 3013'27" 40.13' C97 82.44' 1426.00' 3'18145" 41.23' C98 71.05' 1426.00' 2051'16" 35.53' C99 87.98' 1426.00' 3'32'07" 44.01' C100 31.08' 264.00' 6'44'42" 15.56' C101 110.29' 264.00' 23056'ii" 55.96' C102 221.82' 287.00' 44'17'02" 116.78' C103 538.98' 273.00' 113'07'05" 413.38' C104 219.56' 273.00' 46'04'49" 116.11' C105 444.81, 259.00' 98024'05" 300.06' IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED JUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING NOTE: OLD LOTS 29 AND 30 DELETED PER AMENDMENT N0. 2 -' 23 24 cn/ Q p�0 z� DETAIL "A„ NOT TO SCALE 173-976 A�O�r� � / tV26'03'24•M �f� f22 *4 ct) IIIIjjjj 00-1 leb 21 178.450 a• l �� l J �( �i l � M�,. It C. C-) ca N21'53'57all lAj ' •�3• lz� �m 192.99* �t70 •�g.M�� N27 •�2' i2'Mfulme v � �1 � � \ ����ft Zl LIDw(R) PRc t:; .0 cu ON 23 Q OAF I ) ca .27 LO 100 4�L / � i79.83' S24'5q_pq•E � C � j 0) �`�-- N27.42' i2'M (0 �I ��m�/�DAI"A' �Zcc:l coQABOV/l� � � �cn 24 1101 ..J '0000- 1- --- -- -- I %, a It iE 2� U 1 S21 *40'0 37'*E tot It 'Q2 MO 947*11 It t/� � CD �" I J I �- ti 8 *35 25 211 �i�gg.E�J � � `"�,�3�• Nig94.�, pq)Pit 40`M Q �� N It 2. �s_�•Ep�� o I ml l�l � L s:5;�.i , ice•+1� It /0'/ �^ � �4��' 162 � I ON)N14�'te•M �� /�l ��l � c) )OZ cd (p)l(�ct) C 918 S21 rog i5 Epp 2% '�' �� � B It �C.I /� �'49�•�, 914 coy 9'E / � `' � / � It Als "E 4j� /moo � �,� f �l 4 p7•F28 29.r• �Y � / 160 �°e F(9) Rio. 034 rip 04:t 159 05 c��o• -OK /// G�gti 01Ge1 n \�� \ \� �22• c12o �, ti y 4 lor Q\ GRAPHIC SCALE 1"=50' \ � 0 50 100 150 � SEE SHEET 2 FOR BASIS OF BEARINGS AND ENGINEER'S NOTES .0 SHEET 9 OF 15 SHEETS LINE BEARING DISTANCE Li N07'32'04"W 86.47' L21 N71'06'53"E 64.63' L3 N14'32'44"W 62.54' L4 N76 '55' 27 "E 26.01 ' L5 N10'3227"W 26.00' L61 S17027'20"W 71.69' L7 S14'3244"E 0.43' L81 N14*32'44NW 1.09' L9 N05"3723"W 16.11' L10 N17'720"E 62.44' L1i S17927'20"W 71.69' LOT "H" OPEN SPACE ie33 AC REMAINDER �C CURVE ARC RADIUS DELTA TANGENT C1 65.89' 1417.00' 2*39*51" 32.95' C2 65.46' 1417.00' 2'3849" 32.73' C3 65.17' 1417.00' 2'38'06" 32.59' C4 65.03'1 1417.00' 2'37'46" 32.52' C51 36.64' 1417.00' 1'28'54" 18.32' C6 3.65' 1062.00' 0'11'49" 1.83' C7 65.02' 1062.00' 3'30'28" 32.52' C81 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' Cii 33.26' 206.00' 9.15'04" 16.67' C12 68.67' 446.00' 8'50'52" 11'00'11" 34.50' C13 85.66' 446.00' 42.96' C141 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' C171 52.62' 504.00' 5'58'57" 26.34' C181 23.93' 1417.00' 0'58' 03" 11.97' C 19 57.92 ' 266.00' 12.28 ' 35 " 29.08 ' C20 51.60' 266.00' 11.06149" 25.88' C21 29.56' 100.00' 16'56'17" 14.89' C22 27.50' 100.00' 15'45'14" 13.84' C23 33.94' 882.00' 2'12'17" 16.97' C24 64.49' 882.00' 4'11'21" 32.26' C25 40.83' 1597.00' 1`2753" 20.42' C26 65.02' 1597.00' 2'19'58" 32.52' C271 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' C311 256.17' 456.00' 32'11'14" 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' 18'5736" 46.42' C40 152.76' 1076.00' 8'08'03" 76.51' C41 35.89' 1403.00' 1'27'57" 17.95' C42 283.05' 1403.00' 11.33'33" 142.01' C43 121.17' 1148.18' 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 218.53' 518.00' 24*10'18N 110.92' C47 48.40' 30.00' 92.26'30" 31.31' C48 42.37' 37.00' 65'36'48" 23.85' 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' 1i84.00' 4'18'00" 44.45' C54 117.09' 4296.00' 1.33'42" 58.55' C55 83.37' 190.00' 25008'27" 42.37' C56 120.35' 1135.18' 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' 88'36'49" 19.52' C65 61.44' 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' 66'34'16" 18.84' C69 23.54' 15.00' 89'54'57" 14.98' C70 123.66' 934.00' 7'035'09" 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' 682.00' 6'23'38" 49.26' 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 113.08' 1330.82' 4'52'06" 56.57' C84 47.12' 1330.82' 2'01' 43" 23.56' C65 75.38' 206.00' 20'57'53" 38.11' C86 314.60' 278.00' 64'50'23" 176.56' C87 74.38' 292.00' 14'35'39" 37.39' C88 10.01' 1161.18' 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' 2049'38" 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' CiOi 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' 1184.00' 2'21'00" 24.29' C105 16.46' 119.00' 7'55'41" 8.25' C 106 23.67 ' 119.00' 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' C110 41.37' 315.00' 7"31'29" 20.71' Ciii 24.19' 903.00' 1.32'05" 12.10' C112 65.03' 903.00' 4'07'34" 32.53' LINE BEARING DISTANCE Li S45.16'09"E 24.71' L2 S32'i4'40"E 35.26' L31 N50'27'59"E 65.82' L4 N39'3i'48"W 26.00' L5 N57'58'04"E 26.00' L6 N46'12' 20"E 72.14' L71 N43`49'05'W 26.00' L8 N45'16'09"W 24.71' L9 N32'14'40"W 35.26' L10 NO2'26'44"W 80.86' L11 S32'14'40"E 35.26' L12 N32'14'40"W 35.26' L13 N45'16'091,W 24.71' L14 S45 •i6' 09"E 24.71' L15 N47.48'34"E 26.02' L16 N39'44'56"W 23.74' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED DUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING REMAINDER w 30' WATER PIPELINE AND APPURTENANT FACILITIES EASEMENT TO UNITED STATES OF AMERICA RECORDED APRIL 219 200% INSTRUMENT NO. I too-- 2005-0313110 OF O.R. - Al ' . p •04 .28 p4 t� 1 .16 E tAl 23 E tAP : �•� -.age 37 SHEET 10 OF 15 SHEETS LOT "B" GOLF COURSE 26*90 AC 1 n n n �btJ .-� > s,► � � Q, 37 w i 31 N�6•41• E , \a 1 l _ - � r ,� a \ L •29 A273A E N4� 48 o � ISV n nJ 30 U'`'' \ N58.28' 39"E O l ' �3 13` Nd9 1 . A3.3AM Nay 00 Al E CD co--- 1 29 � \ � � • 5.OA E �� ..♦ 1 s c� �p- 1 N 121,�8 1 ~E � c� 7.48.34 30 WATER PIPELINE AND APPURTENANT FACILITIES A EASEMENT TO UNITED STATES OF AMERICA, RECORDED APRIL 21, 2005, INSTRUMENT NO. 2005-0313110 OF O.R. ' i5 •E (APRCi► \ -- -- � �v s W (R) PRCC Cps Cb �. ��s, \ �, � ra. / i GRAPHIC SCALE 1"=50' 0 50 100 150 CURVE ARC RADIUS DELTA TANGENT C1 55.63' 256.00' 12*27'05" 27.93' C21 33.85' 256.00' 7'3436" 16.95' C3 30. 04' 1764.00' 0 *58' 3.1° 15.021 C4 55.14' 1764.00' 1'47'2L 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' C8 35.67' 504.00' 4003'17" 17.84' C9 60.68' 504.00' 6"53`54" 30.38' C10 63.65' 504.00' 7014'10" 31.87' C11 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 F.04-1044.00- 1'37'20" 27.52' C18 55.12' 1944.00' 1'37'28" 27.56' C19 48.70' 1944.00' 1026'07" 24.35' C20 35.45' 1000.00' 2'01'52" 17.73' C21 30.42' 1000.00' 1"4434" 15.21' C22 30.82' 1295.00' 1'21'48" 15.41' C23 4i.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.B6' 100.00' 14'14'28" 12.49' C27 1.91' 9190.00, 0'00'43" 0.96' C28 55.63' 9190.00' 0"2049" 27.81' C29 27.64' 9190.00' 0'10'20" 13.B2' C30 28.08' 1537.00' 1'02'48" 14.04' C31 56.04' 1537.00' 2'05'21" 28.03' C32 10.82' 1269.00, 0'29'19" 5.41' C33 T251 1269.00' 2'32'23" 28.13' C34 55.78' 1269.00' 2`31'06" 27.B9' C35 55.42' 1269.00' 2'30'08" 27.72' C36 28.80' 20.00' 82'31'02" 17.54' C37 72.37' 106.00' 39006'58" 37.66' C38 155.27' 4186.00' 2'0731" 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' 6048' 20" 91.39' C42 89.80' 476.00' 10'48'32" 45.03' C43 40.2B' 179.00' 12'53'35" 20.22' C44 50.95' 149.00' 19'35'33" 25.73' C45 66.9B' 190.00' 20'11'52" 33.84' C46 24.50' 15.00' 93'34'41" 15.97' C47 30.22' 20.00' 86'34'27~ 18.84' C48 124.95' 532.00' 13'27'23" 62.76' C49 87.87' 934.00' 5'2325" 43.97' C50 148.62' 1736.00' 4054'19" 74.36' C51 31.79' 20.00' 91'04'02" 20.38' C52 31.10' 20.00' 89'06' 03" 19.69' C53 118.11' 2212.00' 3'03'33" 59.07' C54 213.55' 2238.00' 5'2B'02" 106.86, C55 31.8i' 20.00' 91'OB'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' 2212.00' 0'40'55" 13.16' C59 181.92' 1295.00' 8'02' 56" 91. i 1 ' C60 212.74' 1295.00' 9'24'45" 106.61' C61 151.02' 284.00' 30'2B'05" 77.34' C62 136.13' 256.00' 30'28'05" 69.72' C63 254.23' 1764.00' 8'15'27" 127.33' C64 65.10' 903.00' 4'07'49" 32.56' C65 178.27 ' 1269.001 8 '0 2 ' 56 " 89.28 ' C66 212.62' 504.00' 24010'18" 107.92' C67 42.04' 30.00' 80'17'53" 25.31' CH 280.17' 1944.00' 8'15'27" 140.33' C69 136.69' 324.00' 24'10'18" 69.3B' C70 169.3B' 903.00' 10'44'49" 84.94' C71 152.64' 518.00' 16'53'02" 76.88' C72 65.89' 518.00' 7'17'16" 32.99' C73 118.87' 947.00' 7011'32" 59.51' C74 153.34' 947.00' 9'16'40" 76.84' C75 183.46' 1750.00' 6'00'23" 91.81' C76 68.75' 1750.00' 2'15'04" 34.38' C77 143.5B' 270.00' 3002B'05" 73.53' C78 180.10' 1282.00' 8'02'56" 90.20' C79 212.31' 2225.00' 5'2B'02" 106.24' C80 252.21' 1750.00' 8'15'27" 126.32' C81 218.53' 518.00' 24'10'18" 110.92' C82 46.65' 256.00' 10 '26' 24" 23.39' C83 272.22' 947.00, 16'2B'11" 137.05' C84 275.95' 960.00' 16'2B'11" 138.94' C85 65.87' 1000.00' 3'46'26" 32.95' C86 178.39' 221.00' 46'14'58" 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' 3B'41'57" 43.90' C91 5.85' 77.00' 4'21' 16" 2.93' C92 29.03' 20.00' 83009'42" 17.74' C93 61.02' 2225.00' 1"W i7" 30.51' C94 151.29' 2225.00' 3'53'45" 75.6B' 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' 0033'17" 10.B3' C98 65.96' 2238.00, 1641'19" 32.98' C99 66.32' 2238.00' 1041'52" 33.i6' Ci00 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' 4'4237" 19.58' C104 50.67' 476.00' 6005'55" 25.36' C105 14.87' 179.00' 4045' 36" 7.44' C106 25.41' 179.00' 8'07'59" 12.73' C107 42.07' 167.00' 14026' 07" 21.15' C108 39.77' 167.00' 13'3B'42" 19.9B' C109 2.30' 167.00' 0047'25" 1.15' C110 15.35' 190.00' 4037'48" 7.6B' C111 51.63' 190.00' 15034'04" 25.97' Cii2 15.06' 903.00' 0*57120" 7.53' IN THE CITY OF LA OUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT N0. LLA 07-475 RECORDED JUNE 29 20071 AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 AND 20 OF TRACT N0.31681-3 M.B. 420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. OCTOBER, 2014 LUDWIG ENGINEERING IrmcT R900 sl eel ml cab SHEETII OF 15 SHEETS r 13g oo�i � '' �-- 40 28 `E / Alig 050 • ,• � ~ ��� C90 NOTE. .y o Lars 45 THROUGH 49 INCLUSIVE DELETED 0 PER AMENDMENT NO. 2 0 4i TmcT KOO 31(3@l=1 mo&373/743 TRACT H(oo 31681-2 HoBo30)7/36:3Mo 40�, - n / - 30' WATER PIPELINE AND APPURTENANT FACILITIES EASEMENT TO UNITED STATES OF AMIERICA, RECORDED APRIL 219 2005, INSTRU14ENT NO. 2005-0313110 OF O.R. REMAINDER GRAPHIC SCALE 1"=50' 0 50 100 150 LINE BEARING DISTANCE L1 N41'29'530E 26.00' L2 N41042-59-E 26.00' L3 N39'31'48'W 26.00' L4 N54*54*34OW 26.08' L5 S39033'23"W 74.74' L61 N44'17' 530E 26.00' L7 N11'22'250E 28.00' LB N48'09'3i"W 46.54' L9 S48009'3i"E 26.45' L10 S56024580E 35.69' L 11 N50 027 ' 59' E 65.82 ' L12 N56'2458"W 35.69' L13 N55'40'22"W 19.92' L14 S89048'22"E 32.41' L 15 N56 "24 ' 58 " W 35.69 ' L16 N56024'58'W 35.69' L17 N48'09'31"W 46.54' L18 N48'09'3i'W 46.54' Li9 N45031'120E 28.87' L20 N48'16'35'W 4.43' J i0 SEE SHEET 10 NOTE: LOTS 81 THROUGH 83 INCLUSIVE DELETED PER AMENDMENT NO. 2, AND LOTS 149 THROUGH 156 INCLUSIVE DELETED PER THIS AMENDMENT IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AMENDMENT NO. 3 TRACT NO. 31681-3 A SUBDIVISION OF A PORTION OF E 1/2 OF SECTION 27 AND LOT LINE ADJUSTMENT r RECORDED DUNE 29 2007, AS INST. # 2007-0429288, FORMERLY KNOWN AS LOTS 19 N0. AND LLA 07-475 20 OF TRACT N0.31681-3rM.B.^420/1-15,TOWNSHIP 6 SOUTH, RANGE 7 EAST,�S.B.M. Ul; I UtitH, dU14 � LUUWlV tNbllVttH1Nb 76 FF shy Y, ;10 77 REMAINDER/c •�' � s�reots / � � F \fit b21-06 C64 r sti��F -w ~oh 78 A,cl- Off' ci Ird � J 030 79 /.e4' lb �M�gj�c /hti• � h• .�• a�i, 80 110 r Ob iT Q Acy) v� :I cu m ED qL. cc �y�v. �O�'f''i� /�~ " \ S85'54_26_N (R) PCC `�' �������9 / 2g •` � �"5 �a1 � � S81_38_24' M (Ri CTI CJ N Sl 00 Vi 113 cli ,Dsl SIP. LIP 114 Lo �,� �,• Q� N'13 49 37 co ti 115 •a6• oil pc 1 .1' 1g A b 1 C, cn a' Q U C.7 116 1 CV .2.4 AsE� • 1 cq to �c�1 , &js b o pcc N8- - -� - I � �m N89•20• �w 117 .. 3i E � � - PCC _� _` 1 -"8932 � of %75049'31'E 1qO'» � 118 In �1 o •�I s, A, 07 N89'27843•E 195.41 o / ff � SEE SHED 13 GRAPHIC SCALE 1"=50' 0 50 100 150 LINE BEARING DISTANCE LIJ N71 32 57,. E 73'] L2 S01 '32' 32"E 6.44' L31 N0103232"W 6.44' L41 N71032'57"E 12.76' L5 S71 '32' 57"W 59.49' L6 S17'27'20"W 71.69' L7 N17'27'20"E 62.44' L8 N25°21'14"W 100.72' L91 N36919'57"W 162.78' LIOI N42'37'55"W 26.88' REMAINDER SHEETI2 OF 15 SHEETS CURVE AFC RADIUS DELTA TANGENT Cl 25.17' 20.00' 72'06' 25" 14.56' C2 51.40' 30.00' 98'09'38" 34.61' C3 41.48' 845.00' 2'48'46" 20.75' C4 10.39' 320.00' 1'51' 36" 5.19' C5 166.35' 426.00' 22'22'23" 84.25' C61 17.30' 15.00' 66'03'44" 9.75' C7 105.29' 491.00' 12'17'10" 52.85' C8 256.17' 456.00' 32'11'14' 131.56' C9 128. 69' 153.00' 48'11' 3:1 68. 43' C10 191.28' 393.00' 27'53'12" 97.57' Cif 83.54' 393.00' 12010'48" 41.93' C12 47.75' 153.00' 17'52'53" 24.07' C13 91.95' 310.00' 16'59838' 46.31' C14 87.71' 95.00' 52'54'04' 47.26' C15 37.84' 320.00' 6'46'32' 18.94' C16 84.32' 185.00' 26'06'47" 42.90' C17 42.27' 861.00' 2'48'46" 21.14' Ci8 217.31' 167.00' 74033'18" 127.12' C19 131.42' 1304.00' 5'46'28' 65.77' C20 274.82' 393.00' 40'04'00" 143.30' C21 133.23' 1322.00' 5'46'28' 66.67' C22 54.85' 338.00' 9'17'52" 27.49' C23 113.00' 302.00' 21'26'16" 57.17' C24 35.87' 444.00' 4'37'44" 17.94' C25 43.15' 879.00' 2'48'46" 21.58' C26 56.05' 167.00' 19'13'54' 28.29' C27 36.36' 25.00' 83020' 20" 22.25' C28 12.34' 163.00' 4'20'21" 6.18' C29 65.69' 201.00' 18'43'33" 33.14' C30 75.70' 201.00' 21'34'38" 38.30' C31 31.89' 25.00' 73'05'19" 18.53' C32 73.73' 163.00' 25'55'05" 37.51' C33 16.58' 163.00' 5'49'49" 8.30' C34 4.45' 100.00' 2'33'02" 2.23' C35 158.88' 300.00' 30'20'39" 81.35' C36 57.99' 175.00' 18'59'13" 29.26' C37 166.78' 266.00' 35'55'30" 86.24' C38 250.55' 446.00' 32'11'14" 128.68' C39 81.18' 300.00' 15'30'13" 40.84' C40 57.84' 360.00' 901221" 28.98' C41 221.41' 321.00' 39'31'li" 115.31' C42 83.20' 205.00' 23'15'10" 42.18' C43 43.89' 960.00' 2'37'10" 21.95' C44 287.41' 411.00' 40'04'00" 149.86' C451 93.94' 411.00' 13'05'42' 47.17' C461 60.43' 338.00' 10 %4'39" 30.30' C47 75.55' 108.00, 40'04'48" 39.39' C48 20.60' 180.00' 67'59' 3i' 121.39' C49 129.61' 1286.00' 5'46'28" 64.86' C50 234.83' 315.00' 42042'51" 123.18' C51 122.15' 224.00' 31'14'38" 62.63' C52 4.90' 110.00' 2"33'02' 2.45' C53 23.09' 310.00' 4'16'02" 11.55' C54 103.74' 190.00' 31'17'Oi" 53.20' C55 11.03' 342.00' 1'50'52' 5.51' C56 176.44' 153.00' 66`04'26' 99.50' C57 115.03' 310.00' 21'15'40" 58.19' C58 107.43' 501.00- 12'17'10" 53.92' C591 58.41' 320.00' 10"27'33" 29.29' C601 262.24' 375.00' 40'04'00" 136.74' C611 174.20 ' 591. 00 ' 16 *53 ' 160 87.73 ' C62 98.28' 180.00' 31 '17' O1 " 50.40' C63 101.89' 163.00' 35*49*010 52.67' C64 34.95' 30.00' 66'44'47' 19.76' C65 55.03' 175.00' 18'01'00" 27.74' C66 2.96' 175.00' 0'58'13" 1.48' C67 57.27' 266.00' 12020'06" 28.74' C68 89.97' 446.00' 11'33'30' 45.14' C69 6.05' 446.00' 0046'36" 3.02' C70 13.88' 163.00' 4'52'40" 6.94' C71 71.43' 163.00' 25'06'32" 36.30' C72 10.18' 320.00' 1'49'24' 5.09' C73 30.89' 315.00' 5037'06" 15.46' C74 65.23' 315.00' 11051'53' 32.73' C75 67.57' 315.00' 12'17'27' 33.92' C76 63.20' 315.00' 11'29'46" 31.71' C77 7.94' 315.00' 1'26'39" 3.97' C78 58.38' 224.00' 14'55'57" 29.36' C791 63.77' 224.00' 16'1841" 32.10' C80 69.05' 156.00' 25'21'37" 35.10' C81 104.87' 375.00' 16'01'22" 52.78' C82 56.80' 375.00' 8'40'44" 28.46' C83 32.57' 1286.00' 1'27'04" 16.28' C84 97.04' 1286.00' 4'19'24" 48.54' C85 6.74' 302.00' 1"16'42" 3.37' C86 66.77' 302.00' 12040'02" 33.52' C87 39.49' 302.00' 7'29'32' 19.77' C88 2.88' 360.00' 0'27'32" 1.44' C89 54.96' 360.00' 8044'49" 27.53' C90 56.32' 321.00' 10'03'08" 28.23' C91 90.02' 321.00' 16004'05" 45.31' C92 75.07' 321.00' 13'23'58" 37.71' C931 19.07' 205.00' 5'19'48" 9.54' C94 64.13' 205.00' 17'55'22" 32.33' C95 24.04' 960.00' 1'26'06" 12.02' C96 19.85' 960.00' 1"11'04" 9.92' C97 65.00' 411.00' 9003'41" 32.57' C98 65.00' 411.00' 9'03'41' 32.57' C99 8.24' 411.00' 1008'54" 4.12' C1O0 14.97' 25.00' 34'19'09" 7.72' C10i 56.25' 180.00' 17'54'16" 28.36' C102 61.82' 180.00' 19'40' 38" 31.22' C103 58.16' 180.00' 18030'52" 29.34' C104 37.37' 180.00' 11'53'45' 18.75' C105 27.04' 108.00' 14'2050" 13.59' C1061 48.51' 108.00' 25'43'58" 24.67' C107 19.89' 25.00' 45'35'08" 10.51' C108 7.31' 338.00' 1014'23" 3.66' C109 53.12' 338.00' 91000,160 26.61' C110 12.50' 300.00' 2'23'17" 6.25' C1it 65.20' 300.008 12'27'09" 32.73' SEE SHEET 2 FOR BASIS OF 3EARINGS AND ENGINEER'S NOTEc-- O N