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LLA 2000-334CITY OF LA QUINTA OMMITY DEVELOPMENT DEPART'iBENT —� 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 -( .1 APPLICATION FOR LOT LINE ADJUSTMENT` CI PLfi�' OFFICE USE ONLY Zoning: LLA No. 2-o�-33y Related Cases: Reviewed By: Date: APPLICANT Name: Address: (Mailing) r�r=qw Daytime L� ct�iti,T� _cogus3 Phone: C�cQo)�oa-- toY�b (City) (State) (Zip) PROPERTY OWNERS Owner "A" Name: KS� •pose Address:�w Pc d 3"No Lo Qwn1 ram. �1 q2 �� Phone: �1('o)5i"4- lo�`G (City) (State) (Zip) Owner "B" Name: Ksi (i�si Cis �J,ZY°o,zscF l Address: Lu��, c� gzz53 Phone: (City) (State) (Zip) Owner "C" Name: Address: Phone: (City) (State) (Zip) PROPERTY DATA Property A: Assessor's Parcel Number: -6&b- i90 - c, Street Address (if any): Property B: Assessor's Parcel Number: 34o-o32 Street Address (if any): Property C: Assessor's Parcel Number: Street Address (if any): ADJUSTMENT REQUESTED: 1.• 33' -z�� T� �r REASON FOR REQUEST: 0 I/We hereby certify that: 1) I am/We are the record owner(s) of all parcels proposed for merger by this Application; (2) I/We have knowledge of and consent to the filing of this Application; and, 3) The information submitted in connection with this Application is true and correct. Owner "A": Name Date Owner "B": Name Date owner " C" : Name Date Representative47&aLLSignature: Date (Attach Letter(s) of Authorization) MR/FORMLLA.001 7tnTD loon K,,%.LAND IICORPORATION CITY OF LA QUINTA DATE. INVOICE NO DESCRIPTION INVOICEAMOUNT DEDUCTION BALANCE. 3-03-003-3-2000 CITY OF LA QUINTA/RESC 250.00 .00 250.00 CHEC 3-03-00 CHECK 7992 TOTAL> 250.00 .00 250.00 DATE NUMBER PLEASE DETACH AND RETAIN FOR YOUR RECORDS RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: KSL DESERT RESORTS, INC. 55-880 PGA Blvd. La Quinta, CA 92253 Atten: Legal Department MAIL TAX STATEMENTS TO Same as above C-9011 Py of Document Recorded on( a £' a' V V . a No.Has not not been Compared with original. RIVERSIDE COUNTY RECORDER M 5 U PACE S, VA PEER I NOCOR SAU- LUSC, I A R ` COPT LONG REFUND NCHC EW.1 LOT LINE ADJUSTMENT 2000-334 APN: 658-340-032 et al, TRA: 020-014 THE UNDERSIGNED DECLARES: KSL DESERT RESORTS, INC., a Delaware corporation, as owner of the following described real property in the County of Riverside, State of California: SEE EXHIBITS "A" and 'B" ATTACHED HERETO AND INCORPORATED ED HEREIN BY THIS REFERENCE HEREBY ACCEPTS AND AGREES TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE ADJUSTMENT NO. 2000-334 DESCRIBED AND DEPICTED ON EXHIBITS "A" AND "B" ATTACHED HERETO, AS APPROVED BY THE CITY OF LA QUINTA. THE PRIMARY FUNCTION OF THIS INSTRUMENT IS TO PROVIDE CONSTRUCTIVE NOTICE OF THE REVISED LOT CONFIGURATIONS PURSUANT TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF SAID LOT LINE ADJUSTMENT AS APPROVED." Dated: � D 10-0 KSL DESERT RESORTS, INC., a Delaware corporation ent APPROVED BY COMMUNITY DEVELOPMENT DEPT BY 6 Z21� DATE cS--03 y-00 EXHIBIT CASE NO. L Pro p.casitas.LLA2000-334 0 STATE OF CALIFORNIA ) ) ss COUNTY OF RIVERSIDE ) On IN" /o , 2000, before me, BARBARA LARSH, a Notary Public in and for said State, personally appeared LARRY E. LICHLITER,-DTpersonally known to me, to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. Public in and for Said State BARBARALARSH COMM t MOM S ,,,,y PWd—Ca1ibm1a RNe,siae C MY Mr �^,�'. Fires oec xz zoao Prop.casitas.LLA2000-334 EXHIBIT "A" LOT LINE ADJUSTMENT NO.2000-334 LOT 30 LOT 30 AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO.28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0°07'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED LOT 30 CONTAINS 42.099 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C LOT C AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0°07'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS 21 THROUGH 29 OF SAID TRACT. ABOVE DESCRIBED LOT C CONTAINS 0.835 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: $ ID 4a CHR S J. BE H, P.L. 588 AT EXP. DATE: 12/31/2003 APPROVED BY COMMUNITY DEVELOPMENT DEPT BY > � DATE =f;- _©D EXHIBIT CASE NO. Ll- 33; - J. U = R LS. 6588 Exp. 12-31-03 P OF cn�AFOF-� G:4113\12\LEGALS\LL00-334. doc 05/10/00 EXHIBIT 99B9* SHEET 1 OF 3 SHEETS LOT 'LINE ADJUSTMENT NO. 2000-334 LOTS 30 AND C, TRACT NO. 28545-3, M.B. 169/1-6 TRACT NO, 25237 M.S. 220105-00 I OJ pN M 07 / cd Z -4 C O u w TRACT NO, w 25545-J 0 oLOT D TR. NO. 2054-5 : LOT E T AVENIDA I FERNANDO 2501(PRIVATE STREET) 00' , I ........ FOR COURSE DATA, SEE SHEET 3 = 3b1619' = 17837' N89 = 61.89' 119.15' ` 842.72' N 6T0 t� o 1`0ON. 3 4 LP., AS TAG, ACC. 1 g\�6 \'= VARIES MA 9- 5. PER M.B. 119/9-15. PER = 61'IT39• R = 161.99' N896.71' W T = 95.98' L = 173.29' 6.71' 40.00' m c I N 0'07'38• E - N 63.00' LofW .1' N 8752'22• W 4.00' ul 4LOT cc s LOT 30 N O'07'38' E c N 89'S2'27 W 35.00' LOT 30 123.7T TRACT NO. 20545-3 > LOT C� N029'52'22• W M.S. 2oD/1-8 w n Lai r C N 007.38' E 104.83' 2 5 a l� 6 7 4 3 — SEE SHEET 2 0 = 9000'00• SCALE: 6 9 ,G R-91.G0' 1..=300' rT = 91.01 7 9 F L= 142.94' Y N89'54'57W 10.00' �^ N89'54'57W 10.00' c m N89'53'36W NO'05'08'E 40.00' N005'087E 40.00' i 314.00' W D N89'54'52•W a 4 4o.aa TRACT NO. -1-^.40E--1 1� M.S. -r10/0=15 50 PREPARED UNDER THE SUPERVISION OF: tq, � �, � lo � do CHRIS J. BERGH, . 6588 bATC EXP. 12/31/03 W � W LA IyO LEGEND = J \oNp� S J. & GPI -------- EXISTING LOT LINE TJEBE AD J ST D EXISTING LOT LINE Tr5 RE IAIN NEW LOT LINE } * L.S. 6588 * OLD LOT NO. o Exp. 12-31-03 \P B NEW PARCEL NO. z C� 9TF OF CAO1 CD a x cn a ¢ >- m x w ¢ v MDS,w n s C O N S U L T/ N Q LOT LINE ADJUSTMENT NO. 2000-334 YO0.5E • b01UCN SCXULT2 79-799 d! Awnu. 59 (FM 7n-073 CITY OF LA QUINTA 79 799iW. G\ 99RSJ fA% nl-9on E_Y mdYequinta0mtlumwlUMn•l PUNNING ENGINEERING SURVEYING I'\41312\AV•PPING\LL00-374\L!A-01 5-I0-20( EXHIBIT "B 90 .OT LINE ADJUSTMENT NO. ;OTS 30 AND C, TRACT NO. A.B. 169/1-6 SHEET 2 APPROVED BY COMMUNITY DEVELO M NI of 3 SHEETS 2000-334 BY�— DATE EXHIBIT 28545-3, CASE NO. — �j I II L1 11 I >_~ I I �> I I I I I I CURVE DATA R=5 00� 00" I T=5.00' L=7.85' 11I Ju r ED w TR, NO, 28 4-5-'0 z JI w w OT C rr�,1\10, 23 54f } LOT 30 C6 O-r 00 NIB, 260/ co 23.71' w 254.25' • I 1.33' 102.14' z N O'07'38" E 12.50DT C SEE SHEET 3 I R, N0, 3, —�45-0 I LOT C fi733' z z 99 101.00' I a0v o m N 89'52'22" W II Q' 01 II N 89'52'22" W 107.58' a 57'00' 38.00' z 89'52'22" W LOT 30 IN w N O'07'38" E I Tr o m 10.85' J II �^ �b J r `0 I ) N rrl, i 11 �} /r r..J ���,lJ ..i, z N 89'52'22" W ' 17.00' II I II N O'07'38" E I SCALE: 65.90' I .� aG•�ono^ w 9Unn- I 1"=80' PREPARED UNDER THE SUPERVISION OF: o�h�\�\� J a U S z LS. 6588 * EKp.12-31-03 I to sT \P CHRIS J. BERGH, A. 6588 D TE 9TF OF Cp11E�� EXP. 12/31/03 LEGEND -------- EXISTING LOT LINE To BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. MDSM D S CONSUL r/ N O LOT LINE ADJUSTMENT NO. 2000-334 NORSE IWKICH SCNUER 79-799 Old,. „ pw1 nl_�OIJ CITY OF LA QUINTA to Nin , a suss FAY nl-wn E-N ,MYequntoC,MrcaiNtYq,wt PUNNING ENGINEERING SURVEYING 1:\41312\WPlNG\LL00-334\LLA-02 5-10-200 EXHIBIT 99B "0 .OT LINE ADJUSTMENT NO. SOTS 30 AND C, TRACT NO A.B. 169/1-6 LOT r COURSE TABLE NO BEARING LENGTH 1 N 89'52'22' W 101.00, 2 N 00'07'38' E 49.05' 3 N 89°52'22' W 107.58' 4 N 00°07'38' E 10.85' 5 N 89.52'22' W 38,00' 6 N 00.07'38' E 83.00' 7 N 89452'22' W 17.00' 8 N 00.07'38' E 65.90' 9 N 89.52'02' W 236.00' 10 N 00007'38' E 15.00' 11 N 00°07'38' E 14.87' 12 N 00.07'38' E 51.96' 13 N 00.07'38' E 87.12' 14 N 00'07'38' E 40,00' 15 N 89052'22' W 19.00' 16 N 00.07'38' E 36.04' SHEET 3 OF 3 SHEETS APPROVED BY COMMUNITY DEVELOPMENT DEPT 2000-334 BY 2�`r DATE S N -oo 28545-3, EXHIBIT CASE N0. TRArT 1\10, 23541.51 INAD. 26 /2J-J2 N 89'52'22" W 357.72' - 254.58' 254.25' 1.33' LOT r Try, 1\10, 2 3 4 -J-'3 99.67' LOT C N 89'52'23" W 101.00' PREPARED UNDER THE SUPERVISION OF: �G,��' J. 6 J. v� = z LS. 6588 All * bp. 12-31-03 CHRIS J. BERGH. VS. 6588 DA V� OF CAI.1F��\P EXP. 12/31/03 1.33'. 0 w I .I M 1 ^I 01 01 zl am IU2.14 SCALE: 1"=20' LOT 0 -rR, 1\1J. 28 6% -0 LOT 30 LEGEND -- - - - - -- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. MDSA/ D S COWORSE DE S U L TIN e LOT LINE ADJUSTMENT NO. 2000-334 '9-M a' µ . 52 n' CITY OF LA QUINTA u aMm. a sum EA% m-wn E_M ma.kgWntaamtlsmrnNgM PUNNING ENGINEERING SU= I:\41312\MAPPING\LL00-334\LlA-03 5-10-20C P.O. Box 1504 78-495 CALLF TAMPICO LA QUINTA, CALIFORNIA 92253 May 30, 2000 County Recorder County of Riverside P. 0. Box 751 Riverside, CA 92502-0751 SUBJECT: RECORDING OF LOT LINE ADJUSTMENT 2000-334 Dear Colleague: (760)777-7000 (TDD) (760) 777-1227 The City of La Quinta has approved the above noted Lot Line Adjustment. Please allow its recording as presented by the applicant. Should you have any questions, please call me at (760) 777-7068. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DEPARTMENT LLIE MOURIQUAN DD A sociate Planner LM. P:\ItapproveRIVC011a2000-335TDD5-12-00. wpd ® 0 P.O. Box 1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 May 30, 2000 Ms. Barbara Larsh KSL Recreation Corporation 55-880 PGA Boulevard La Quinta, CA 92253 Subject: Lot Line Adjustment 2000-334 Dear Ms. Larsh, (760) 7 7 7 - 7 0 0 0 (TDD) (760) 777-1227 The Community Development Department has reviewed your revised exhibits pertaining to the above referenced application, and provides this letter to advise you that Lot Line Adjustment 2000-334 has been approved. Enclosed are the original approved Exhibits A (legal description), and B; these items must be filed for recordation by Riverside County along with deed to the subject properties. A copy of the recorded deed must be submitted to the Community Development Department to complete our file. If you have any questions, please contact me at (760) 777-7068. Very truly yours, JERRY HERMAN CO MUNITY DEVELOPMENT DIRECTOR IMOURIQUA D Associate Planner LM/Im encl. C: Greg Butler, Building & Safety Department File: Lot Line Adjustment 2000-334 P:\LESLI E\Itrapproval LLA2000-334KSL5-24-CO.wpd RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: KSL DESERT RESORTS, INC. 55-880 PGA Blvd. La Quinta, CA 92253 Atten: Legal Depamnent MAIL, TAX STATEMENTS TO Same as above above this line for Recorder's Use LOT LINE ADJUSTMENT 2000-334 APN: 658-340-032 et al, IRA: 020-014 THE UNDERSIGNED DECLARES: KSL DESERT RESORTS, INC., a Delaware corporation, as owner of the following described real property in the County of Riverside, State of California: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE HEREBY ACCEPTS AND AGREES TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE ADJUSTMENT NO. 2000-334 DESCRIBED AND DEPICTED ON EXHIBITS "A" AND `B" ATTACHED HERETO, AS APPROVED BY THE CITY OF LA QUINTA. THE PRIMARY FUNCTION OF THIS INSTRUMENT IS TO PROVIDE CONSTRUCTIVE NOTICE OF THE REVISED LOT CONFIGURATIONS PURSUANT TO GOVERNMENT CODE SECTION 66412(d), AND TO PERFECT THE INTENT OF SAID LOT LINE ADJUSTMENT AS APPROVED." KSL DESERT RESORTS, INC., a Delaware corporation Dated: 0v LAI E. L HLITE , Exec. Vice President Prop.casitas.LLA2000-334 STATE OF CALIFORNIA ) ss COUNTY OF RIVERSIDE ) On M" /Po 2000, before me, BARBARA LARSH, a Notary Public in and for said State, personally appeared LARRY E. LICHLITER,2F"personaIly known to me, to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. a8 ry Public in and for Said State BARBARA LARSH s Commissian i t120459 S ryRWersiide Count My Comm. Expires Dec 22, 2000 Prop. casitas. LLA2000-334 I.J EXHIBIT "A" LOT LINE ADJUSTMENT NO.2000-334 LOT 30 LOT 30 AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0-07-38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED LOT 30 CONTAINS 42.099 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C LOT C AS SHOWN ON THE MAP OF TRACT NO, 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C: OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89°52'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS 21 THROUGH 29 OF SAID TRACT. ABOVE DESCRIBED LOT C CONTAINS 0.835 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: P� LAND ia p CHR S J. BEIWH, P.L.S 588 AT EXP. DATE: 12/31/2003 APPROVED BY COMMUNITY DEVELOPMENT DEPT BY L 44— DATE EXHIBIT CASE N0.Cc�G G: W 13\t 2\LEGALS\LL00-334.doc 05/10/00 EXHIBIT79 ® SHEET 1 OF 3 SHEETS LOT LINE ADJUSTMENT NO. 2000-334 FOR COURSE DATA, LOTS 30 AND C, TRACT NO. 28545-31 SEE SHEET 3 M.B. 169/1-6 TRACT NO. 25237 �= 30g0' D ¢, AVENIDA FERNANDO R = 178.37'19 fi2051N'BT52'S7 (PRNATE SRtEEf) T = 11.89' 153.05' 250.00' L = 119.15' I50.1 T N89'52'JYW 869.72' GgE 103.0 �F (f) 842.72' N61G5 W o n D. J/4' I.P., NO TAG, U) Sn \WN' �+ ON. 0.2', ACC. AS INT. N m ,yw� o VARIES PER M.B. 119/9-I5. p �'� R = 5.999' N89'54'57'W y`�' I L = 173.29' 6.71 40.00' b z N P0T78• E ry C N 8W 63.00' 225.0 L„S 225.01' N 89'52'22' W a 4.00' TRACT NO. r 28545-1 on LOT E LOT 30 .Q p N 0'07'38" E N N 8W 35.00' � 123.71'71' LOT 30 '^N TRACT NO. 28545-3 i' N 8952'22' W LOT Cl 102.14' Iv1.E. 299/1-F LOT C N 007'38• E 7n 1 104.83' 'n tll 2 oLOT D fi 5 4 3 � 7 ® SEE SHEET 2 SCALE: R. NO. 28545-2 8 9 0 0 = 90,0000' R = SIM' n 9 w 1" =300' 4 T = 91.00' LOT E w L= 142.94. - 7 12 N8454'S7W N89'S4'S7W p 13 w 361.87' 498,69' z 7 H 14 15 16 b� eb N W Q 40.00' N89'S2'27W U N89'S4:VEW 10.00' �- N89'54'57W 10.00' m 1 12.00' m N89'S3'38•W E� o m a N0'05'OB'E 40.00' NO'OS'OB•E 40,00' $ 114.00' Z bn W N89'S4'57W � (k a m N89'S2'OYW z 40.00' d z 250.00' TRACT NO. '14496-'1 of 1 a<b o 0 1v1.E. 11D/9-15 L �1 �o � m 1 W PREPARED UNDER THE SUPERVISION OF: \O\PA JLAND SG - - LEGEND � (�5 @�� P� -- EXISTING LOT LINE T BE ADJ ST D o U. _ EXISTING LOT LINE TIRE AIN NEW LOT LINE C•' G � * L.S. 6588 * J OLD LOT N0. m Exp. 12-31-03 s� P B NEW PARCEL N0. Q CHRIS J. BERGH, 6588 AT 9,F �� CD m CD EXP. 12/31/03 OF CALF a = w E1 > x r Q m w U W a s CONSUL M H TINWORSE O LOT LINE ADJUSTMENT NO. 2000-334 79 )9_,99 �, , 22552 (790) 77I-bl] CITY OF LA QUINTA 799 P G 9225] FM )71-b 3 MDSE-.L mda uintaO duwaulftnnt PUNNING ENGINEERING SURVEYING 1: 41312 MAPPING LLO0-334 LLA-01 5-10-2000 EXHIBIT "BO LOT LINE ADJUSTMENT NO. LOTS 30 AND C, TRACT NO. M.B. 169/1-6 Q L� CURVE DATA A=9900'00" O1 R=5.00' T=5.00' L=7.85' 11 C) APPROVED BY CO NITY DESHEET VELOrPM N- OF 3 SHEETS "44%_ DATE =3 y c n 2000-334 EXHIBIT 28545-3, CASE No. f U J w Try. NO, 1254f6--2 N w z L.J7 r z w U R, ]NO, 1354r5-1 254.58' } LOT 30 io o LOT 0 w r r8646 r M - r�. 1 J, �J:J-�� �3 b -�i]E� 26D/ 1-6 �N 0'07'38" E 12.50' OTC 160 JR, NO, 2J ) z LOT C 99 fi733< 101.00' N 89'52'22",W N 89'52'22" W 1()7.58' o 57.00' 38.00' z 89'52'22" W w N O'07'38" E o� 10.851 o LOT 30 z N 89'52'22" W 17.00' N 0'07'38" E 65.90' N 89 PREPARED UNDER THE SUPERVISION OF: 5 P` JLANp SG L.S. 6588 * Exp. 12-31-03 CHRIS J. BERGH, L !fi588 'DOTE `rfq� CAL\Ep���P EXP. 12/31 /03 9'52'22" W 123.71' o n ® � r b t LOT 30 z SEE SHEET 3 I SCALE: 1"=80' LEGEND -- - - - - -- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. MDSM D S C OGN S U L T /SNMORSE O LOT LINE ADJUSTMENT NO. 2000-334 79-7" Old A.. 53 (160' ";14 CITY OF LA QUINTA U Griffin, CAsa51 G,- 771—b;rl E—M� mEelnQuMteOmtlecanMting.nN PUNNING ENGINEERING SURVEYING .. _. ^• .... ..... I .... .... EXHIBIT " LOT LINE ADJUSTMENT NO. LOTS 30 AND C, TRACT NO. M.B. 169/1-6 LOT C- APPROVED BY CDOMUNITY DEVELOPMENT DEPT SHEETS 2000-334 BYG DATE -Say -oo 28545-31 EXHIBIT CASE NO. TFRrVCT 1\10. I 2-545-1 ikill-3. 26@/ J-02 N 89.52'22" W 357.72' - 254.58' 254.25' P.O.B. 102.14' - 1.33' COURSE TABLE NO BEARING LENGTH 1 N 89'52'22' W 101,00, 2 N 00007'38' E 49,05' 3 N 89'52'22' W 10758' l� 1 4 N 00°07'38' E 10.85' J 5 N 89°52'22' W 38.00' 6 N 00007'38' E 83.00' LOT r 7 N 89°52'22' W 17.00' 8 N 00°07'38' E 65,90' -rr� \l J 20 i d-5-0 o 9 N 89052'02' W 236.00' 10 N 00007'38' E 15,00' `" SCALE: 11 N 00007'38' E 14.87, LOT C 1" =20' 18 N 00407'38' E 51.96' 13 N 00'07'38' E 87.12' o o o 14 N 00007'38' E 40.00' 15 N 89°52'22' W 19.00, 16 N 00007'38' E 36.04' o L J f ` 0 N TR. 1\10. ,3 64fj-3 26 J /-1-6 z 1.33, LOT 30 99.67' N 89.52'221' W 101.00' � P� LAND LEGEND PREPARED UNDER THE SUPERVISION OF: �� S 0 g�, GPI -- - - - - -- EXISTING LOT LINE TO BE ADJUSTED �c`' \� EXISTING LOT LINE TO REMAIN NEW LOT LINE L.* S88 * OLD LOT NO. Exp.12 3-03 O U�! B NEW PARCEL NO. CHRIS Y BERGH, U.S. 6588 DATES?JF FpF�\P OF CAU EXP. 12/31/03 MDS C OGIVIU L T /N O LOT LINE ADJUSTMENT NO. 2000-334 MORSE Jg-999 Old A 9N 52 79 799 Old G 9P151 MDSE—MAL SS 1W »I-��I3 CITY OF LA QUINTA EA% t>I—QiA mdelogulnloO"scrosulting.net PUNNING ENGINEERING SURVEYING I: 41312 MAPPING LL00-334 LU-03 5-10-2000 0 DEVELOPMENT CORPORATION TRANSMITTAL SHEET To: Leslie Mounquand, City of La Quinta/Community Development Department From: CynthiaZamorez� I l 1 Date: June 12, 2000 Subject: KSL Desert Resorts, Inc., Conformed Copy of Lot Line Adjustment 2000-334 Via... XX Hand -Delivery = Inter -Office 0 Facsimile = U. S. Mail = Federal Express Leslie O Per Your Request O For Your Review/Comment(s) O For Your Information For Your Files O For Your Approval O Per Our Conversation O Copied: O See Note(s) Below O CONFIDENTIAL O Please Respond O Please Handle: O Enclosed Please Find: Qty Name/Description of Enclosures: 1 Conformed Copy of Recorded Lot Line Adjustement Number 2000-334 (Instrument Number 218912) 55-920 PGA Boulevard La Quints, California 92253 (760) 564-8000 Fax (760) 771-3503 air ;'il MEMORANDUM J Q TO: Christine di Iorio, Planning Manager FROM: Francisco Montellano VIA: Steve Speer, Senior Engine4V� DATE: May 8, 2000 SUBJECT: LLA 2000-334 We have completed our review of the lot line adjustment referenced above and have the following comments: 1. Show the LLA Identification Number on each Exhibit and Grant Deed. 2. All Exhibits need to be stamped and signed by the Engineer/Surveyor. to EXHIBIT "A" s� a ll� LOT LINE ADJUSTMENT NO. 2000- LOT 30 LOT 30 AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED LOT 30 CONTAINS 42.099 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C LOT C AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1. AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS 21 THROUGH 29 OF SAID TRACT. ABOVE DESCRIBED LOT C CONTAINS 0.835 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: L� CHRIS J. BERGH, P.L.S. 6588 DATE EXP. DATE: 12/31/2003 LANO S L L, L5. 6598 Exp. 12-31-03 sr . P � OF CALAF - G:\413\12\LEGALS\LL00-XXX 04/21/00 AM EXHIBIT 19 SkG E ADJUSTMENT NO. 2000— LOT LIN LOTS 30 AND C, TRACT NO. 28545-30 M.B. 169/1-6 TRACT NO. 26237 M.B. 228/05-00 tr AVF_NIDA m �N �m i^ S z O TRACT No. m 213545-1 O Q SLOT NO. 28646 LOT ! I I n W b N 8752'22' W 225.01' LQ' N I SLOT B oeb N � 12. LOOT C�_ SHEET 1. OF 3 SHEETS FOR COURSE DATA, SEE SHEET 3 T I upp.88w L = "0.51' = 38'169 N8W52'5Y R = 178.37• 1s3.05' T = 61.89' L = 119.15' 150.17' Dgt 10 .o �FD. N6106 6 � ^o. 3/C I.P.. NO TAG. % . g ON. 0.2'• ACC. AS Mt. $ — V�� PER M.8. 119/9-15. S, A - 61'17'37 �Qt9 ?� R - 161.99' N89'54'5YW T = 95.98' 6.71' L - 173.29' 4aoo' E W LOT 30 -N 007'J6 E N 89'52'22' 'N a 10214' N 0'07'38• E 104.8J' N89'54'5YW NG'05'09'E 40.00' LOT 30 TRACT NO. 20546-3 M.B. 260/'1-6 W 10A0' 40.00' TRACT NO. 14406-'1 M5, 110/0-15 LAND PREPARED UNDER THE SUPERVISION OF: ; c� f NPR JSG / U L) O CL L.S. * Exp. 12-31-31-03 CHRIS J. BERGH, L.S. 6588 DAZE 9lF CALF EXP. 12/31/03 1,41 6 - 9000.OV R - 91.00' T - 91.00' L - 142.94' SCALE: 1" =300' LEGEND -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE J OLD LOT NO. B NEW PARCEL NO. a;10 S c °V °L "-" ° LOT LINE ADJUSTMENT NO °° Ia m G19133J TIX n1-Q13 "1- 7 CITY OF LA QUINTA b PUNNINMDSE� G ENGINEERING • SURVEYING I:\41112\MAPPING\L V 5 2000— EXHIBIT 997" 5"G%' LOT LINE ADJUSTMENT NO. 2000- LOTS 30 AND C, TRACT NO. 28545-31 M B 169/1-6 • 71 li I L1 I II MI II I I � I I I CL I L I I I CURVE DATA I A=9v00'06, (1 R=5.00' T=5.00' I L=7.85' t\1 Try, NO, 201345-3 z� J M KI n z b w -1_0T C Z .R.1\10.2@6 5-1 1 72' N O'07'38" E 1 12.50' u LOT r II 1 _ II R. NO. 22 54-5-3 II 'I LOT N C II II W II 1,0• c, o N 89'52'22" W 107.58' b 57.00' I N BT52'22" W II N 907'38" E (Yl 10.85' om LOT 30 L1 I II z N 89'52'22" W 1700 t� I-\1 I cII 07'38" E , N 8952'02" W 236.00' -~ I I o�Pk LAND PREPARED UNDER THE SUPERVISION OF: SG J. eF� P� / a L)� z L.S. 6588 / * Exp. 12-31-03 CHRIS J. BERGH, LS. 65 8 DATE rfglF pF CAL1E\P EXP. 12/31/03 SHEET 2 OF 3 SHEETS LOT 30 LJT 30 Try, NO, 2 045-'3 j\il.o. 26 J / 1-6 W JW SEE SHEET1 LOT 30 TR.NO. 2,3-5%r3 SCALE: 1"=80' LEGEND -------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL N0. �. 0 O S C O N S U L T/ N O LOT LINE ADJUSTMENT NO. NORSf pOlO1:N r u MDSM S 1-QI3 M nN- 73 EA\ nw-wn CITY OF LA QUINTA m La �� G 813R] ou E-N•A mJ�p�lA^ksaWllM.mt PLANNING ENGINEERING • SURVEYING I:\41312\MAPPING\LL S~ 2000 ETT !! !! �oJ SHEET 3 OF 3 SHEETS X 1 I 5 LOT LINE ADJUSTMENT NO. 2000 LOTS 30 AND C, TRACT NO. 28545-31 M.B. 169/1-6 -r r - 1\10. 2@5%-3--] >US. 2HE/0-0-02 F_ N 89'52'22" W 357.72' 254.58' 254.25' P.O.B. 102,14' 1.33' COURSE TABLE I NO BEARING LENGTH I 1 N 89'52'22' W 101.00, 2 N 00'07'38' E 49.05' 3 N 89052'22' W 107.58' 4 N 00'07'38' E 10.85' 5 N 89052'22' W 38.00' 6 N 00'07'38' E 83.00' LOT C 7 N 89'52'22' W 17,00' .t 1 0O 8 N 00'07'38' E 65.90' rr� Na 2 j if 5- ;� o f o 9 N 89'52'02' W 236.00' 10 N 00'07'38' E 15.00' w SCALE: 11 N 00'07'38' E 14.87' LOT C ; 1"=20' 12 N 00'07'38' E 51.96' ^' C) o 13 N 00107,38' E 87.12' I o f o 14 N 00007'38' E 40,00' I z' z 15 N 89'52'22' W 19,00, z 16 N 00007'38' E 36,04' LOT 30 N Tiq- . 1\10. 28646-3 z I JUS), 26 J / l-8' I z 1.33' LOT 30 w ' U ' 99.67' N 89'52'23" W 101.00' apt LAND LEGEND PREPARED UNDER THE SUPERNSION OF: �vG\o5 J. gGP�-- - - - - -- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN J L.S. 6588 �l NEW LOT LINE �o * * J OLD LOT NO. I/ f Exp. 12-31-03 B NEW PARCEL NO. CHRIS1J. BER H, I-S. 6588v DATE �fgrF CAU�F�\P S MOS CONSULT/NOErz LOT LINE ADJUSTMENT N0. 2000-� NGR ,G„U "-wI' FM rnI-w�� CITY OF LA QUINTA u wMn. a ous� E-IWL �^•� RUNNING ENGINEERING SURVEYING I: 41312 MAPPING LL00-XX LU-03 4-20-2000 TO: FROM: DATE: TRANSMITTAL MEMO _CITY MANAGER _PARKS DEPARTMENT _BUILDING & SAFETY _CODE ENFORCEMENT _FIRE MARSHAL �UBLIC WORKS DEPARTMENT _JERRY HERMAN STAN SAWA COMMUNITY DEVELOPMENT DEPARTMENT - LESLIE MOURIQUAND -5--a--a000 SUBJECT: PROJECT REVIEW CASE: 2- c27C, o o - -m? 3 PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THEATTACHED ITEM BY � _!� A P COMMENTS: ® CITY OF LA QUINTA CCM NrrY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 APPLICATION FOR LOT LINE ADJUSTMENT I uT ------------ jj OFFICE USE ONLY u Zoning: _ LLA No. ?.acb'33Y i� u Related Cases: u u u Reviewed By: Date: It n u APPLICANT " Name: KS L Cis rrr�S < e��2 r s J Address: r�)r�gzw Puy F -yo Daytime (Mailing) L,, x ��,� <o azzs3 Phone: c?) a- ioY�b (City) (State) (Zip) h9AY 0 2 2000 PROPERTY OWNERS A) � f- LA i., UMI , Owner "A" Name: KSL.- ��sv�T p�sU2zS tn�c. Address:°lzo j g2z,�; Phone: 0c�c)SL,4-yc) (City) (State) (Zip) Owner "B" Name: Ks L- Ln5 rGcS C, a, f�2cs cn1 Address: r,Sct2 ill� LQu NA-rh Gc g2Z53 Phone: ('I(VC,)5&4- Icy (City) (State) (Zip) Owner "C" Name: Address: Phone: (City) (State) (Zip) PROPERTY DATA Property A: Assessor's Parcel Number: 6(�- Ho - oak Street Address (if any): Property B: Property C: Assessor's Parcel Number: CJ(F✓-340-032 Street Address (if any): Assessor's Parcel Number: Street Address (if any): ADJUSTMENT REQUESTED: :,3�?,° �� --ram -C REASON FOR REQUEST: > rc� ti �r 5•� c�F i �Td r.r� I/We hereby certify that: 1) I am/We are the record owner(s) of all parcels proposed for merger by this Application; (2) I/We have knowledge of and consent to the filing of this Application; and, 3) The information submitted in connection with this Application is true and correct. Owner "A": Name Date Owner "H": Name Date Owner " C" : Name Date Representative Signature:4-0-Date (Attach Letter(s) of Authorization) MR/FORMLLA.001 Lla_30&c.out TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : P30C LLA PERIMETER AROUND COMB. LOTS 30 & C OF TR. 28545-3, M.B. 269/1-6 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.646 410 N 0-07-38 E 1.84.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E B7.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1501 N 89-52-22 W 19.00 2193644.852 6542464.933 1502 N 0-07-38 E 142.22 2193787.071 6542465.249 1503 S 89-52-22 E 5.00 2193787.060 6542470.249 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.060 6542470.260 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.271 1525 N 0-07-38 E 12.50 2193809.549 6542475.299 512 S 89-52-22 E 357.72 2193808.735 6542633.018 511 N 0-07-38 E 35.00 2193843.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 1514 N 89-52-22 W 4.00 2194152.297 6542706.070 509 N 0-07-38 E 63.00 2194215.297 6542706.210 508 N 89-52-22 W 225.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6342482.026 437 S 89-52-32 E 842.72 2194585.786 6543324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA- 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH= 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.13700 441 S 22-53-52 E L61.99 2194524.942 6543598.782 442 N 67-06-08 E 181.76 2194595.663 6543766.220 443 S 22-53-52 E 300.00 2194319.302 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH= 119.706 A= 482.298 Page 1 Lla 30&c.out 444 N 0-07-08 E 300.00 2194619.302 6543883.569 1531 S 89-52-32 E 103.05 2194619.088 6543986.618 1530 S 0-05-03 W 150.03 2194469.05S 6543986.398 1529 S 89-54-57 E 6.71 2194469.048 6543993.108 1528 S 0-14-34 W 1305.95 2193163.110 6543987.574 447 N 89-53-38 W 314.00 2193163.692 6543673.575 448 N 0-05-08 E 119.22 2193282.911 6543673,753 449 N 89-54-52 W 91.00 2193283.047 6543582.753 CURVE DELTA= 90-00-00 R- 91.000 L= 142.942 T= 91.000 CH= 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.047 6543582.889 451 N 89-54-52 W 498.69 2193374.792 6543084.199 452 S 0-05-08 W 163.50 2193211.292 6543083.955 453 S 89-54-52 E 10.00 2193211.277 6543093.955 454 S 0-05-08 W 40.00 2193171.277 6543093.896 455 N 89-54-52 W 40.00 2193171.337 6543053.896 456 N 0-05-08 E 40.00 2193211.337 6543053.955 457 S 89-54-52 E 10.00 2193211.322 6543063.935 458 N 0-05-08 E 163.50 2193374.822 6543064.199 459 N 89-54-52 W 361.87 2193375.362 6542702.330 460 S 0-07-38 W 309.87 2193065.493 6542701.642 461 N 89-52-02 W 250.00 2193066.072 6542451.643 CLOSURE: N 34-39-47 E 0.009 AREA = 1870191.5 SQ. FT. AREA = 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR.. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID P30C LOT NO. 030 ORIGINAL LOT 30 OF TR. 28545-3, M.E. 269/1-6 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 2;36.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702 . 602011 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1522 S 89-52-22 E 38.00 2193644.725 6542521.933 1521 N 0-07-38 E 10.85 2193655.575 6542521.957 1520 S 89-52-22 E 107.58 2193655.336 6542629.537 1519 N 0-07-38 E 49.05 2193704.386 6542629.645 1527 S 89-52-22 E 99.67 2193704.165 6542729.315 1526 N 0-07-38 E 104.83 2193808.994 6542729.548 Page 2 Lla 30&c.out 512 H 89-52-22 E 103.47 2193608.765 6542833.018 511 N 0-07-38 E 35.00 2193843.765 6542833.095 1516 N 89-52-22 W 123.71 2193844.039 6542709.386 1515 N 0-07-38 E 308.26 2194152.298 6542710.070 1514 N 89-52-22 W 4.00 2194152.307 6542706.070 509 N 0-07-38 E 63.00 2194215.307 6542706.210 508 N 89-52-22 W 225.01 2194215.807 6542481.201 507 N 0-07-38 E 371.82 2194587.626 6542482.026 437 S 89-52-32 E 842.72 2194585.796 6543324.744 438 S 0-07-28 W 178.37 2194407.426 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH= 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.220 6543435.142 440 N 38-23-47 E 161.99 2194674.177 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.146 A= -2528.137 441 S 22-53-52 E 161.99 2194524.952 6543598.782 442 N 67-06-08 E 181.76 2194595.673 6543766.220 443 S 22-53-52 E 300.00 2194319.312 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH= 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.312 6543883.569 1531 S 89-52-52 E 103.05 2194619.098 6543986.618 1530 S 0-05-03 W 150.03 2194469.068 6543986.398 1529 S 89-54-57 E 6.71 2194469.058 6543993.108 1528 S 0-14-34 W 1305.95 2193163.120 6543987.574 447 N 89-53-38 W 314.00 2193163.702 6543673.575 448 N 0-05-08 E 119.22 2193282.921 6543673.753 449 N 89-54-52 W 91.00 2193283.057 6543582.753 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH= 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.057 6543582.889 451 N 89-54-52 W 498.69 2193374.802 6543084.199 452 S 0-05-08 W 163.50 2193211.302 6543083.955 453 S 89-54-52 E 10.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347. 6543053.955 457 S 89-54-52 E 10.00 2193211.332 6543063.955 458 N 0-05-08 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.00600 AREA = 1833973.9 SQ. FT. AREA = 42.10225 ACRES TRAVERSE CALCIULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TB.. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID P30C LOT NO. OC ORIGINAL LOT "C" OF TR. 28545-3, M.B. 269/1-6 COURSE BEARING DISTANCE START- 1501 1502 N 0-07-38 E 142.22 1503 S 89-52-22 E 5.00 Page 3 C 0 0 R D NORTH 2193644.853 2193787.073 2193787.062 I N A T E S EAST 6542464.933 6542465.249 6542470.249 1 Lla 30&c.out CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 N 0-07-38 E 1.2.50 2193809.551 6542475.299 1525 1526 S 89-52-22 E 254.25 2193808.986 6542729.548 1527 S 0-07-38 W 104.83 2193704.156 6542729.315 1519 N 89-52-22 W 99.67 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1521 N 89-52-22 W 107.58 2193655.567 6542521.957 1522 S 0-07-38 W 1.0.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 SQ. FT. AREA = 0.83144 ACRES AREA = 36217.4 TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: P30C BLOCK AREA= 1870191.5 SQ.FT. 'TOTAL LOT AREA = 1870191.3 ACRES 42.93369 ACRES 42.93369 TRAVERSE CALCULATION AND ANALYSIS LLA N0.2000-_ - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : N30C LLA PERIM. AROUND NEW COMB. LOTS 30 & C OF LOT LINE ADJUSTMENT N0. 2000- C O O R D I N A T E S COURSE BEARING DISTANCE NORTH 2193066.080 EAST 6542451.648 START- 461 N 0-07-38 E 184.91 2193250.989 6542452.058 410 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 N 0-07-38 E 36.04 2193287.002 6542464.138 1533 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 N 0-07-38 E 40.00 2193326.960 6542483.227 1535 N 89-52-22 W 17.00 2193326.998 6592966.227 1536 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 N 0-07-38 E 51.96 2193466.040 6542483.536DD 1539 N 89-52-22 W 17.00 2193466.078 6542466.536 1540 0-07-38 E 14.87 2193480.947 6542466.569 1541 N S 89-52-02 E 236.00 2193480.401 6542702.568 1542 N 0-07-38 E 15.00 2193495.401 6542702.602 1543 N 89-52-02 W 236.00 2193495.947 6542466.602 1544 N 0-07-38 E 65.90 2193561.847 6542466.749 1545 S 89-52-22 E 17.00 2193561.810 6542483.748 1546 0-07-38 E 83.00 2193644.809 6542483.933 1547 N N 89-52-22 W 19.00 2193644.852 6542464.933 1501 0-07-38 E 142.22 2193787.071 6542465.249 1502 N S 89-52-22 E 5.00 2193787.060 6542470.249 1503 CURVE DELTA= 90-00-00 R= 5.000 L= 854 7.7.135 7.1 T= 5.000 CH= 5.00 7.071 A= 2193792.060 6542470.260 1504 N 0-07-38 E Page 4 Lla 30&c.out 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.271 1525 N 0-07-38 E 12.50 2193809.549 6542475.299 512 S 89-52-22 E 357.72 2193808.755 6542833.018 511 N 0-07-38 E 35.00 2193843.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 N 89-52-22 W 4.00 2194152.297 6542706.070 1514 0-07-38 E 63.00 2194215.297 6542706.210 509 508 N N 89-52-22 W 22;5.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6542482.026 437 S 89-52-32 E 84.2.72 2194585,786 6543324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA- 38-16-19 R= 17B. 370 L= 119.146 T= 61.892 CH= 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.942 6543598.782 442 N 67-06-08 E 181.76 2194593.663 6543766.220 S 22-53-52 E 300.00 2194319.302 6543882.946 443 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH= 119.706 A= 482.298 N 0-07-08 E 300.00 2194619.302 6543883.569 444 S 89-52-52 E 103.05 2194619.088 6543986.618 1531 S 0-05-03 W 150.03 2194469.058 6543986.398, 1530 S 89-54-57 E 6.71 2194469.048 6543993.108 1529 S 0-14-34 W 1305.95 2193163.110 6543987.574 1528 89-53-38 W 314.00 2193163.692 6543673.575 447 N N 0-05-08 E 119.22 2193282.911 6543673,753 448 N 89-54-52 W 91.00 2193283.047 6543582.753 449 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH= 128.693 A= -2363.382 N 0-05-08 E 91.00 2193374.047 6543582.889 450 N 89-54-52 W 498.69 2193374.792 6543084.199 451 S 0-05-08 W 163.50 2193211.292 6543083.955 952 S 89-54-52 E 10.00 2193211.277 6543093.95500 453 0-05-08 W 40.00 2193171.277 6543093.896 454 S N 89-54-52 W 40.00 2193171.337 6543053.896 455 N 0-05-08 E 40.00 2193211.337 6543053.955 456 S 89-54-52 E 10.00 2193211.322 6543063.955 457 0-05-08 E 163.50 2193374.822 6543064.199 458 N N 89-54-52 W 361.87 2193375.362 6542702.330- 459 0-07-38 W 309.87 2193065.493 6542701.642 460 S 89-52-02 W 250.00 2193066.072 6542451.643 461 N CLOSURE: N 34-39-47 E 0.009 FT. AREA = 42.93369 ACRES AREA = 1870191.E SQ. TRAVERSE CALCULATION AND ANALYSIS MIS CONSULTING - MAP, 27, 2000 LLA NO.2000-_ - LOTS 30 & C / TR. 28545-3 - BLOCK ID N30C LOT NO. N30 NEW LOT 30 OF LOT LINE ADJUSTMENT N0. 2000-_ Page 5 Lla_30&c.out COURSE BEARING DISTANCE START- 461 410 N 0-07-38 E 184.91 1532 S 89-52-22 E 12.00 1533 N 0-07-38 E 36.04 1534 S 89-52-22 E 1.9.00 1535 N 0-07-38 E 40.00 1536 N 89-52-22 W 17.00 1537 N 0-07-38 E 87.12 1538 S 89-52-22 E 1.7.00 1539 N 0-07-38 E 51.96 1540 N 89-52-22 W 17.00 1541 N 0-07-38 E 114.87 1542 S 89-52-02 E 236.00 1543 N 0-07-38 E 15.00 1544 N 89-52-02 W 236.00 1545 N 0-07-38 E 65.90 1546 S 89-52-22 E 17.00 1547 N 0-07-38 E 83.00 1522 S 89-52-22 E 38.00 1521 N 0-07-38 E 10.85 1520 S 89-52-22 E 107.58 1519 N 0-07-38 E 49.05 1518 S 89-52-22 E 101.00 1517 N 0-07-38 E 104.83 512 S 89-52-22 E 102.14 511 N 0-07-38 E 35.00 1516 N 89-52-22 W 123.71 1515 N 0-07-38 E 308.26 1514 N 89-52-22 W 4.00 509 N 0-07-38 E 63.00 508 N 89-52-22 W 225.01 507 N 0-07-38 E 371.82 437 S 89-52-32 E 842.72 438 S 0-07-28 W 178.37 CURVE DELTA= 38-16-19 R= T= 61.892 CH= 439 N 38-23-47 E 178.37 440 N 38-23-47 E 161.99 CURVE DELTA= 61-1.7-39 R= T= 95.980 CH= 441 S 22-53-52 E 161.99 442 N 67-06-08 E 1.81.76 443 S 22-53-52 E 300.00 CURVE DELTA= 23-01-00 R= T= 61.081 CH= 444 N 0-07-08 E 300.00 1531 S 89-52-52 E 1.03.05 1530 S 0-05-03 W 150.03 1529 S 89-54-57 E 6.71 1528 S 0-14-34 W 1305.95 447 N 89-53-38 W 314.00 448 N 0-05-08 E 119.22 449 N 89-54-52 W 91.00 CURVE DELTA= 90-00-00 R= T= 91.000 CH= 450 N 0-05-08 E 91.00 451 N 89-54-52 W 498.69 178 116 161 165 300 119 91 128 Page 6 C O O R D I N A T E S NORTH EAST 2193066.080 6542451.6 2193250.999 6542452.0 2193250.962 6542464.0 2193287.002 6542464.1 2193286.960 6542483.1 2193326.960 6542483.2 2193326.998 6542466.2 2193414.118 6542466.4 2193414.080 6542483.4 2193466.040 6542483. 2193466.078 6542466._ 2193480.947 6542466. 2193480.401 6542702._ 2193495.401 6542702. 2193495.947 6542466. 2193561.847 6542466." 2193561.810 6542483." 2193644.809 6542483. 2193644.725 6542521. 2193655.575 6542521. 2193655.336 6542629. 2193704.386 6542629. 2193704.162 6542730. 2193808.991 6542730. 2193808.765 6542833. 2193843.765 6542833. 2193844.039 6542709. 2194152.298 6542710. 2194152.307 6542706. 2194215.307 6542706. 2194215.807 6542481. 2194587.626 6542482. 2194585.796 6543324. 2194407.426 6543324. 370 L= 119.146 943 A= 772.756 2194547.220 6543435. 2194674.177 6543535. 990 L= 173.294 148 A=-2528.137 2194524.952 6543598. 2194595.673 6543766. 2194319.312 6543882. 000 L= 120.515 706 A= 482.298 2194619.312 6543883 2194619.098 6543986 2194469.068 6543986 2194469.058 6543993 2193163.120 6543987 2193163.702 6543673 2193282.921 6543673 2193283.057 6543582 .000 L= 142.942 .693 A=-2363.382 2193374.057 6543582 2193374.802 6543084 48 58 58 38 38 27 27 20 20 536 536 569 568 602 602 49 48 933 933 957 537 645 645 878 018 095 386 070 070 210 201 026 74400 357 142 754 782 220 946 569 618 398 108 574 575 753 753 m L1a 30&c.out 452 S 0-05-08 W 163.50 2193211.302 6543083.955 453 S 89-54-52 E 10.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347 6543053.955 457 S 89-54-52 E 10.00 2193211.332 6543063.955 458 N 0-05-06 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.006 AREA = 1833834.5 SQ. FT. AREA = 42.09905 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MIS CONSULTING - MAR. 27, 2000 BLOCK ID N30C LOT NO. NC NEW LOT "C" OF LOT LINE ADJUSTMENT NO. 2000 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1501 2193644.853 6542464.933 1502 N 0-07-38 E 142.22 2193787.073 6542465.249 1503 S 89-52-22 E 5.00 2193787.062 6542470.249 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.2711111 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 1525 N 0-07-38 E 12.50 2193809.551 6542475.299 1517 S 89-52-22 E 255.58 2193808.983 6542730.878 1518 S 0-07-38 W 104.83 2193704.153 6542730.645 1519 N 89-52-22 W 101.00 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1521 N 89-52-22 W 107.58 2193655.567 6542521.957 1522 S 0-07-38 W 10.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 AREA = 36356.9 SQ. FT. AREA = 0.83464 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR.. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: N30C: BLOCK AREA= LLA NO.2000- 1870191.5 SQ.FT. TOTAL LOT AREA = 42.93369 ACRES LOT ACREAGE 1870191.3 SQ.FT. 42.93369 ACRES110 PAGE 1 - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) P30C 030 42.102 1833973.9 Page 7 Lla_30&c.out P30C OC 0.831 36217.4 N30C N30 42.099 1833834.5 N30C NC 0.835 36356.9 0000 Traverse Analysis and Checking (PTRAV) LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 TRACT NO.: DATE: POINT FILE: 1914 DIRECTORY PATH: DATA FILE: LLA.P 3/27/** TIME: 9:20 POINTS= 8000 ***-k**************** Page 8 EXHIBIT "A" LOT LINE ADJUSTMENT NO. 2000- LOT 30 LOT 30 AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED LOT 30 CONTAINS 42.099 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C LOT C AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3, THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0°07'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS 21 THROUGH 29 OF SAID TRACT. ABOVE DESCRIBED LOT C CONTAINS 0.835 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: CHRIS J. BERGH, P.L.S. 6588 DATE EXP. DATE: 12131/2003 / > ' '", G:\413\12\LEGALS\LL00-XXX 04/21 /00 EXHIBIT ' LOT LINE ADJUSTMENT NO. 2000— LOTS 30 AND C, TRACT NO. 28545-31 M.B. 169/1-6 TRACT NO. 25237 t M.S. 228/05-00 �N z 0 TRACT NO. m 28545-1 C' o Q BLOT D z NO. 28545 E LOT E r FERNANDO STREET) H SHEET 1 OF 3 SHEETS FOR COURSE DATA, SEE SHEET 3 A = 3T16'17 L J�N89'S2'SY R = 178.37' T = 61,89' I..0505' L - 119.15' 155' V 3 10 . 0 \ N61� b' 4`F0. 3/4 I.K. NO TAG, \g\3 ig n VARIES 0N. 0.2', ACC. AS INT. PER N.B. 119/9-15. 2' L� 0 = 61'17'39• R = 9598' N89'54;S7 W11 L-173.29' 6.7P Ann, e N O'07'38• E N 89'S2'2Y W 63.00' g 225.01' N 89'52'2Y W 4.00' g LOT B LOT 30 ` b N 00738• E WO 2'22W 35.00' LOT 30259 ci eN W' TRACT NO. 28545-3 M.S. Z80/1-� >_� Q 8 ti 0'07'38• E83' W aG:NCl102.14' SEE SHEET 2 0 = 90'GG'GO• SCALE: R = 91.00' 1 =300' T- 91.00' L = 142.94' a N89'54'5YW N005'08•E PREPARED UNDER THE SUPERVISION OF: 'w 10.OG' 40.00' TRACT NO. 14406-1 M.S. 110/0-15 Np_ LAND LEGEND L5 J. @F SG��-------- EXISTING LOT LINE TO BE ADJUSTED p� EXISTING LOT LINE TO REMAIN _ NEW LOT LINE L.S. 6588* OLD LOT NO. Exp, 12-31-31-03 P R NEW PARCEL N0. CHRIS J. BERGH, L.S. 6588 DATE \Ny p(',� EXP. 12/31/03 CAL\E M D S CONSUL T/ N O LOT LINE ADJUSTMENT NO. 2000— WORSE OORICN SCHULR MDS'_,,,_ ➢P 799 ON gn SR 1740, 7„-wI-IODs In w1 O, C1 9]25) FMA CITY OF LA QUINTA mUMaqubUeOmMwn.WUnS.rcl PUNNING ENGINEERING SURVEYING I:\41312\NAPPING\LL00-%XX\LU-01 EXHIBIT "lf" LOT LINE ADJUSTMENT NO. 2000— LOTS 30 AND C, TRACT NO. 28545-39 M.B. 169/1-6 t1 II MI I t1 I II � -� LOT 5 w M _L r CURVE DATA A=90,00'00" O1 R=5.00' T=5.00' L=7.85' L�1 Ljl L(.l C —jd J N] W r tzb w OT C Z TR. 1-\10, 2@ 45-1 I 1 N 89'52'22W 254.58' 254.25' �N 0'07'38" E 12.50' LOT C TR, J\10. 2035416-3 LOT C __ ® SHEET 2 OF 3 SHEETS LOT 30 LOT 30 TR, 1\10. 2@ 4 5-'3 NIB', 260/1-6 RE 1 33' 102.14' w w � o0 00 a0 O o N 89'52'22� � M N 89'52'22" W 107.58' o 57.00' o 38.00' z 89'W2'22" W N O'07'38" E I LOT o'GMG 10.85' �b LOT 00 TFR NC z N 89'52'22" W 17.00' PREPARED UNDER THE SUPERVISION OF: N 907'38" E 65,90' CHRIS J. BERGH, L.S. 6588 DATE EXP. 12/31/03 30 w E SEE SHEET 3 26545- 4� SCALE: 1"=80' �pL LANp LEGEND 0 J 9F TGP�-- - - - - -- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN _ NEW LOT LINE L.EE;:S12 38 03 * OLD LOT NO. B NEW PARCEL NO. MDSAIDS CONSUL T / N Q LOT LINE ADJUSTMENT NO. 2000— MORSE GOOCH SCHULYZ u' w' a""" "M —wO CITY OF LA QUINTA LR Gym, a suss El.R m-wn E-MAL mtlHepuNMOmtlaaHAH,xi.nei PLANNING ENGINEERING SURVEYING 1,\41312\MAPPING\LLGO-%%%\LLA-02 EXHIBIT99f ® SHEET 3 OF 3 SHEETS LOT LINE ADJUSTMENT NO. 2000- LOTS 30 AND C, TRACT NO. 28545-31 M.B. 169/1-6 N 89'52'22" W 357.72' 254.58' ti 254.25' P n a 14 102.14' — — COURSE TABLE NO BEARING LENGTH 1 N 89052'22' W 101.00, 2 N 00'07'38' E 49.05' 3 N 89'52'22' W 107,58' 4 N 00'07'38' E 10.85' 5 N 89'52'22' W 38.00' 6 N 00'07'38' E 83.00' 7 N 89'52'22' W 17.00' 8 N 00'07'38' E 65.90' 9 N 89'52'02' W 236.00' 10 N 00'07'38' E 15.00' 11 N 00'07'38' E 14,87' 12 N 00007'38' E 51.96' 13 N 00'07'38' E 87.12' 14 N 00'07'38' E 40.00' 15 N 89052'22' W 19.00, 16 N 00'07'38' E 36.04' PREPARED UNDER THE SUPERVISION OF: CHRIS J. BERGH, L.S. 6588 DATE EXP. 12/31/03 1.33' �� LOT r TR, NO, 2,3 645- � I w LOT C co M I I 01 � M 01 I z' z o ' W I I I N � wl Z � I I J � I I 1.33' z w ' 99.67' c N 89'52'23" W 101.00' J. L.S. 6588 Exp. 12-31-03 a w .. SCALE: 1"=20' LJ 7 30 TR, 1\10, 20-64-6-0 28 J/ 1-6 LOT 30 LEGEND — - - - - - - — EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. M O S CONSUL T / N O LOT LINE ADJUSTMENT NO. 2000- MORSE • GORICN • SCNUM , 7� M-709 O1d k n. 59 1, 771—.013 w OAR.. MDS(;A99]53 FA771-1 73 CITY OF LA QUINTA E—MML mJMW�la•mtl.canWllM�xl PLANNING ENGINEERING SURVEYING A 41312\MAPPING \I 100—xxx\I IA-03 H Lla 30&c.out TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TH. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : P30C LLA PERIMETER AROUND COMB. LOTS 30 & C OF TH. 28545-3, M.S. 269/1-6 COORDINATES COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 21932B7.002 6542464.138 1534 S 89-52-22 E :L9.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W :L7.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E L7.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W :L7.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.67 2193480.947 6542466.569 1542 S 89-52-02 E 2:36.00 2193480.401 6542702.568 1543 N 0-07-38 E :L5.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.(302 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E :L7.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1501 N 89-52-22 W 19.00 2193644.252 6542464.933 1502 N 0-07-38 E 142.22 2193787.071 6542465.249 1503 S 89-52-22 E 5.00 2193787.060 6542470.249 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.060 6542470.260 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.2.71 1525 N 0-07-38 E :L2.50 2193809.549 6542475.299 512 S 89-52-22 E 357.72 2193BOB.755 6542833.018 511 N 0-07-38 E 35.00 2193B43.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 1514 N 89-32-22 W 4.00 2194152.297 6542706.070 509 N 0-07-38 E 63.00 2194215.297 6542706.210 508 N 89-52-22 W 225.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6542482.026 437 S 89-52-32 E 842.72 2194585.786 6543324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH- 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.1370-' 441 S 22-53-52 E 151.99 2194524.942 6543598.782 442 N 67-06-08 E 1131.76 2194595.663 6543766.220 443 S 22-53-52 E 300.00 2194319.302 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH- 119.706 A= 482.298 Page 1 Lla 30&c.out 444 N 0-07-08 E 300.00 2194619.302 6543883.569 1531 S 89-52-52 E 103.05 2194619.088 6543986.618 1530 S 0-05-03 W 150.03 2194469.058 6543986.398 1529 S 89-54-57 E 6.71 2194469.048 6543993.108 1528 S 0-14-34 W 1305.95 2193163.110 6543987.574 447 N 89-53-38 W 314.00 2193163.692 6543673.575 448 N 0-05-08 E 119.22 2193282.911 6543673.753 449 N 89-54-52 W 91.00 2193283.047 6543582.753 CURVE DELTA- 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH= 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.047 6543582.889 451 N 89-54-52 W 498.69 2193374.792 6543084.199 432 S 0-05-08 W 163.50 2193211.292 6543083.955 453 S 89-54-52 E 10.00 2193211.277 6543093.955 454 S 0-05-08 W 40.00 2193171.277 6543093.896 455 N 89-54-52 W 40.00 2193171.337 6543053.896 456 N 0-05-08 E 40.00 2193211.337 6543053.955 457 S 89-54-52 E 10.00 2193211.322 6543063.955 458 N 0-05-08 E 163.50 2193374.822 6543064.199 459 N 89-54-52 W 361.87 2193375.362 6542702.330 460 S 0-07-38 W 309.87 2193065.493 6542701.642 461 N 89-52-02 W 250.00 2193066.072 6542451.643 CLOSURE: N 34-39-47 E 0.009 AREA = 1870191.5 SQ. FT. AREA = 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MIS CONSULTING - MAR. 27, 2000 BLOCK ID P30C LOT NO. 030 ORIGINAL LOT 30 OF TR. 28545-3, M.B. 269/1-6 COURSE START- 410 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1522 1521 1520 1519 1527 1526 BEARING 461 N 0-07-38 E S 89-52-22 E N 0-07-38 E S 89-52-22 E N 0-07-38 E N 89-52-22 W N 0-07-38 E S 89-52-22 E N 0-07-38 E N 89-52-22 W N 0-07-38 E S 89-52-02 E N 0-07-38 E N 89-52-02 W N 0-07-38 E S 89-52-22 E N 0-07-38 E S 89-52-22 E N 0-07-38 E S 89-52-22 E N 0-07-38 E S 89-52-22 E N 0-07-38 E DISTANCE 184.91 12.00 36.04 19.00 40.00 17.00 87.12 17.00 5i1.96 17.00 14.87 236.00 15.00 236.00 65.90 17.00 83.00 38.00 10.85 107.58 49.05 99.67 104.83 Page 2 C O 0 R D NORTH 2193066.080 2193250.989 2193250.962 2193287.002 2193286.960 2193326.960 2193326.998 2193414.118 2193414.080 2193466.040 2193466.078 2193480.947 2193480.401 2193495.401 2193495.947 2193561.847 2193561.810 2193644.809 2193644.725 2193655.575 2193655.336 2193704.386 2193704.165 2193808.994 I N A T E S EAST 6542451.648 6542452.058 6542464.058 6542464.138 6542483.138 6542483.227 6542466.227 6542466.420 6542483.420 6542483.536 6542466.536 6542466.569 6542702.568 6542702.602 11 6542466.602 6542466.749 6542483.748 6542483.933 6542521.933 6542521.957 6542629.537 6542629.645 6542729.315 6542729.548 0 Lla 30&c.out 512 S 89-52-22 E 103.47 2193808.765 6542833.018 511 N 0-07-38 E 35.00 2193843.765 6542833.095 1516 N 89-52-22 W 123.71 2193844.039 6542709.386 1515 N 0-07-38 E 308.26 2194152.298 6542710.070 1514 N 89-52-22 W 4.00 2194152.307 6542706.070 509 N 0-07-38 E 63.00 2194215.307 6542706.210 508 N 89-52-22 W 225.01 2194215.807 6542481.201 507 N 0-07-38 E 371.82 2194587.626 6542482.026 437 S 89-52-32 E 842.72 2194585.796 6543324.744 438 S 0-07-28 W 178.37 2194407.426 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 1= 61.892 CH- 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.220 6543435.142 440 N 38-23-47 E 161.99 2194674.177 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.952 6543598.782 442 N 67-06-08 E 181.76 2194595.673 6543766.220 443 S 22-53-52 E 300.00 2194319.312 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH- 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.312 6543883.569 1531 S 89-52-52 E 103.05 2194619.098 6543986.618 1530 S 0-05-03 W 150.03 2194469.068 6543986.398 1529 S 89-54-57 E 6.71 2194469.05E 6543993.108 1528 S 0-14-34 W 1305.95 2193163.120 6543987.574 447 N 89-53-38 W 314.00 2193163.702 6543673.575 448 N 0-05-08 E 119.22 2193282.921 6543673.753 449 N 89-54-52 W 91.00 2193283.057 6543582.753 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH- 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.057 6543582.889 451 N 89-54-52 W 498.69 2193374.802 6543084.199 452 S 0-05-08 W 163.50 2193211.302 6543083.955 453 S 89-54-52 E 10.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347 6543053.955 457 S 89-54-52 E 10.00 2193211.332 6543063.955 458 N 0-05-08 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.006Z--' AREA = 1833973.9 SQ. FT. AREA = 42.10225 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID P30C LOT NO. OC ORIGINAL LOT "C" OF TR. 28545-3, M.B. 269/1-6 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1501 2193644.853 6542464.933 1502 N 0-07-38 E 142.22 2193787.073 6542465.249 1503 S 89-52-22 E 5.00 2193787.062 6542470.249 Page 3 E Lla 30&c.out CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.271 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 1325 N 0-07-38 E 12.50 2193809.551 6542475.299 1526 S 89-52-22 E 254.25 2193808.986 6542729.548 1527 S 0-07-38 W 104.83 2193704.156 6542729.315 1519 N 89-52-22 W 99.67 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1521 N 89-52-22 W 137.58 2193655.567 6542521.957 1522 S 0-07-38 W 10.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 AREA = 36217.4 SQ. FT. AREA = 0.B3144 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: P30C BLOCK AREA= 1870191.5 SQ.FT. TOTAL LOT AREA = 1870191.3 SQ.FT. 42.93369 ACRES 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : N30C LLA PERIM. AROUND NEW COMB. LOTS 30 & C OF LOT LINE ADJUSTMENT NO. 2000- C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E :36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E :L7.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536J.. 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E L4.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1501 N 89-52-22 W 19.00 2193644.852 6542464.933 1502 N 0-07-38 E 142.22 2193787.071 6542465.249 1503 S 89-52-22 E 5.00 2193787.060 6542470.249 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.060 6542470.260 Page 4 Lla_30&c.out 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.271 1525 N 0-07-38 E 12.50 2193809.549 6542475.299 512 S 89-52-22 E 357.72 2193808.755 6542833.018 511 N 0-07-38 E 35.00 2193843.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 1514 N 89-52-22 W 4.00 2194152.297 6542706.070 509 N 0-07-38 E 63.00 2194215.297 6542706.210 508 N 89-52-22 W 225.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6542482.026 437 S 89-52-32 E 842.72 2194585.786 6343324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA- 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH= 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA- 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.942 6543598.782 442 N 67-06-08 E 181.76 2194595.663 6543766.220 443 S 22-53-52 E 300.00 2194319.302 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH- 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.302 6543883.569 1531 S 89-52-52 E 103.05 2194619.088 6543986.618 1530 S 0-05-03 W 150.03 2194469.058 6543986.398 1529 S 89-54-57 E 6.71 2194469.048 6543993.108 1528 S 0-14-34 W 1305.95 2193163.110 6543987.574 447 N 89-53-38 W 314.00 2193163.692 6543673.575 448 N 0-05-08 E 119.22 2193282.911 6543673.753 449 N 89-54-52 W 91.00 2193283.047 6543382.753 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH- 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.047 6543582.889 451 N 89-54-52 W 498.69 2193374.792 6543084.199 452 S 0-05-08 W 163.50 2193211.292 6543083.955 453 S 89-54-52 E 10.00 2193211.277 6543093.95511- : 454 S 0-05-08 W 40.00 2193171.277 6543093.896 455 N 89-54-52 W 40.00 2193171.337 6543053.896 456 N 0-05-08 E 40.00 2193211.337 6543053.955 457 S 89-54-52 E 10.00 2193211.322 6543063.955 458 N 0-05-08 E 163.50 2193374.822 6543064.199 459 N 89-54-52 W 361.87 2193375.362 6542702.330 460 S 0-07-38 W 309.87 2193065.493 6542701.642 461 N 89-52-02 W 250.00 2193066.072 6542451.643 CLOSURE: N 34-39-47 E 0.009 AREA = 1870191.5 SQ. FT. AREA = 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID N30C LOT NO. N30 NEW LOT 30 OF LOT LINE ADJUSTMENT NO. 2000- Page 5 L1a_30&c.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1522 S 89-52-22 E 38.00 2193644.725 6542521.933 1521 N 0-07-38 E 10.85 2193655.575 6542521.957 1520 S 89-52-22 E 107.58 2193655.336 6542629.537 1519 N 0-07-38 E 49.05 2193704.386 6542629.645 1518 S 89-52-22 E 101.00 2193704.162 6542730.645 1517 N 0-07-38 E 104.83 2193808.991 6542730.878 512 S 89-52-22 E 102.14 2193808.765 6542833.018 511 N 0-07-38 E 35.00 2193843.765 6542833.095 1516 N 89-52-22 W 123.71 2193844.039 6542709.386 1515 N 0-07-38 E 308.26 2194152.298 6542710.070 1514 N 89-52-22 W 4.00 2194152.307 6542706.070 509 N 0-07-38 E 63.00 2194215.307 6542706.210 508 N 89-52-22 W 225.01 2194215.807 6542481.201 507 N 0-07-38 E 371.82 2194587.626 6542482.026 437 S 89-52-32 E 642.72 2194585.796 6543324.74411 438 S 0-07-28 W 178.37 2194407.426 6543324.357 CURVE DELTA- 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH- 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.220 6543435.142 440 N 38-23-47 E 161.99 2194674.177 6543535.754 CURVE DELTA- 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.952 6543598.782 442 N 67-06-08 E 181.76 2194595.673 6543766.220 443 S 22-53-52 E 300.00 2194319.312 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.513 T= 61.081 CH= 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.312 6543883.569 1531 S 89-52-52 E 103.05 2194619.098 6543986.618 1530 S 0-05-03 W 150.03 2194469.068 6543986.398 1529 S 89-54-57 E 6.71 2194469.058 6543993.108 1528 S 0-14-34 W 1305.95 2193163.120 6543987.574 447 N 89-53-38 W 314.00 2193163.702 6543673.575 448 N 0-05-08 E 119.22 2193282.921 6543673.753 449 N 89-54-52 W 91.00 2193283.057 6543582.753 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH- 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.057 6543582.889 451 N 89-54-52 W 498.69 2193374.802 6543084.199 Page 6 0 11 Lla 30&c.out 452 S 0-05-08 W 163.50 2193211.302 6543083.953 453 S 89-54-52 E 10.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347 6543053.955 457 S 89-54-52 E 10.00 2193211.332 6543063.955 458 N 0-05-08 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.006 AREA = 1833834.5 SQ. FT. AREA = 42.09905 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID N30C LOT NO. NC NEW LOT "C" OF LOT LINE ADJUSTMENT NO. 2000- C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1501 2193644.853 6542464.933 1502 N 0-07-38 E 142.22 2193787.073 6542465.249 1503 S 89-52-22 E 5.00 2193787.062 6542470.249 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.271''._ CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 1525 N 0-07-38 E 12.50 2193809.551 6542475.299 1517 S 89-52-22 E 255.58 2193808.983 6542730.878 1518 S 0-07-38 W 104.83 2193704.153 6542730.645 1519 N 89-52-22 W 101.00 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1521 N 89-52-22 W 107.58 2193655.567 6542521.957 1522 S 0-07-38 W 10.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 AREA = 36356.9 SQ. FT. AREA = 0.83464 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: N30C BLOCK AREA= LLA NO.2000- 1870191.5 SQ.FT. TOTAL LOT AREA = 42.93369 ACRES LOT ACREAGE 1870191.3 SQ.FT. 42.93369 ACRES_.[] PAGE 1 - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) P30C 030 42.102 1833973.9 Page 7 Lla_30&c.out P30C OC 0.831 36217.4 N30C N30 42.099 1833834.5 N30C NC 0.835 36356.9 ❑AME Traverse Analysis and Checking (PTRAV) LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MIS CONSULTING - MAR. 27, 2000 TRACT NO.: DATE: 3/27/** TIME: 9:20 POINT FILE: 1914 POINTS= 8000 DIRECTORY PATH: DATA FILE: LLA.P ******************** Page 8 0 EXHIBIT "A" LOT LINE ADJUSTMENT NO.2000- LOT 30 LOT 30 AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING. ABOVE DESCRIBED LOT 30 CONTAINS 42.099 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C LOT C AS SHOWN ON THE MAP OF TRACT NO. 28545-3, AS FILED IN BOOK 269, AT PAGES 1 THROUGH 6 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT C OF SAID TRACT NO. 28545-3; THENCE ALONG THE SOUTHERLY LINE OF LOT C OF TRACT NO. 28545-1, AS FILED IN BOOK 268, AT PAGES 89 THROUGH 92 INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SOUTH 89052'22" EAST, 1.33 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 0007'38" WEST, 104.83 FEET TO THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF LOT C OF SAID TRACT NO, 28545-3; THENCE ALONG SAID LINE, NORTH 89052'23" WEST, 1.33 FEET TO THE SOUTHEAST CORNER OF SAID LOT; THENCE ALONG THE EASTERLY LINE OF SAID LOT C, NORTH 0007'38" EAST, 104.83 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THOSE PORTIONS WITHIN LOTS 21 THROUGH 29 OF SAID TRACT. ABOVE DESCRIBED LOT C CONTAINS 0.835 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: CHRIS J. BERGH, P.L.S. 6588 DATE EXP. DATE: 12/31/2003 G:A 13\12\LEGAMLL00-XXX 04/21 /00 EXHIBIT9 ® SHEET 1 OF 3 SHEETS LOT LINE ADJUSTMENT NO. 2000— FOR COURSE DATA, LOTS 30 AND C, TRACT NO. 28545-31 SEE SHEET 3 M.B. 169/1-6 TRACT NO. 25237 Jorao M.B. 228/D5-OD R= J7a7opp.8800• A = JB16'19' T = 620.51N89'52'SY AVENIDA I FERNANDO R = 78.37 (PRNATE STREET) T = 61.89' 153.05' 250.GO L - 119.15' 150.17' N89'S2'3YW 869.72' gE 10. 842.72' N5?0 �FD. 3/C I.P.• NO TAG, 11 fiO t(J W I 59x J6 ig R ON, 0.2% ACC. AS INT. jp Cy VARIES PER M.B. 119/9-15. ^ I ? R = 161.99' N89'54'57"W E� S T = 95.986.71' }� I L = 173.29, 40.00' b_ N 007'38• E _ N )85 W 6J.00' 2 o ^ 25.01'.01' z N 89'52'22" W O 4,00' a Lo TRACT NO. m } w 205451 0 - LOT S q a, LOT 30 =� N O'07'38• E N c" N 89'52'22' W 35.00' W 1' LOT 30 �^+" TRACT NO. 235A5-3 >S Q p ? N 89'52'22' W i a i LOT Cl 102.14' M.H. 25D/1-S LOT C N (r07'38• E 1 104.83' W 5 2 o LOT D 6 4 3 l-41 R NO. 2135�1 e ' 0 9 ,D SEE SHEET 2 R : 9 0"0 SCALE: 11 T = 91.00' °' 1" =300' LOT E ' 9 I L = 142.94' N89'52'2rW g N8754'52•W 10.D0' N8754'52•W MOO' 12.00' - m NO'05'OB•E 40.00' ND'05'OB•E 40.00' o i3 N89'54'SY Ne954000' aim 1 'orw TRACT NO. '1^.4D5 1 rc n 250, .00' rID/0-15 1 PREPARED UNDER THE SUPERVISION OF: aPL LANp s LEGEND gFPG��-- - - - - -- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN _ NEW LOT LINE 6588 * Exp.S12--31-03 * J OLD LOT NO. sT P B NEW PARCEL NO. CHRIS J. BERGH. L.S. 6588 DATE 911 F�� EXP. 12/31/03 OF CAL1 MDSM D S C O N S U L T/ CH YORSE OOxICN SCNULOTI LOT LINE ADJUSTMENT NO. 2000— 79-799 CY Maws 52 (760) 771-1013 CITY OF LA QUINTA w OWMo, CA 92253 FM 771-1073 E-MNL mEYWWnbOmEconM9n9.m1 PUNNING ENGINEERING SURVEYING I: 41312 MAPPING LL00-XX LLA-01 4-20-2000 EXHIBIT99 9 ® SHEET 2 OF 3 SHEETS LOT LINE ADJUSTMENT NO. 2000— LOTS 30 AND C, TRACT NO. 28545-31 M.B. 169/1-6 I I I I I I I I CURVE DATA A=9a00'0o" O1 R=5.00' I T=5.00' L=7.85' I C\j LLB Try, NO, 23 545-3 =1 w b I0Tr i\U. 20 5%r1 1 LOT 30 LoT 30 INJI3, 26,9/1-6 W r N 89'52'22" W 254.58' 357.72' b 102.14' z 254.25' 1.33' ,N 0'07'38" E � 12.50' W W L DT r °�� �� SEE SHEET 3 Tr?, NO, 0 545-0 I b b- LOT C = _ _ GG r;33'I w N 89'52'22".W N 89'52'22" W 107158' ®� 7.00' b 38.00' z asIs2'2r IN N 907'38" E LOT 30 II °b LOT 30 Trq, NO, 323543--3 II z N 89'52'22" W 17.00' II II N O'O7'38" E II 65.90' N 89'52'02" W 236.00' I PREPARED UNDER THE SUPERVISION OF: SCALE: 1"=80' pL LAND LEGEND \� J. 9F SGP� EXISTING LOT LINE TO BE ADJUSTED pG < EXISTING LOT LINE TO REMAIN _ NEW LOT LINE L.S. 6588 Exp. 12-31-03 * OLD LOT NO. NEW PARCEL NO. CH IS1J%31/03, L.S. 6588 DATEEXP. TFOF-!F� CONSULT / N O LOT LINE ADJUSTMENT NO. 2000— MORSE DOKICM SCNOLR MDSNOS 7S-0BS dE 771-01] Ld di912 FM 5� (76 G 9315] 771-1G71 CITY OF LA QUINTA E-. mltleyuNlaOmEcanwMlip.mt PUNNING ENGINEERING SURVEYING I:\41312\MAPPING\LL00-XXX\LU-02 EXHIBIT99 9 ® SHEET 3 OF 3 SHEETS LOT LINE ADJUSTMENT NO. 2000— LOTS 30 AND C, TRACT NO. 28545-3, M.B. 169/1-6 LOT C TRACT INJO, 128 5%6-1 N13. 2681c9- 02 N 89'52'22" W 357.72' — 254.58' I —� 254.25' D n a 102.14' COURSE TABLE NO BEARING LENGTH 1 N 89'52'22' W 101.00, 2 N 00'07'38' E 49.05' 3 N 89052'22' W 107.58' 4 N 00'07'38' E 10,85' 5 N 89'52'22' W 38,00' 6 N 00°07'38' E 83.00' 7 N 89'52'22' W 17.00' 8 N 00007'38' E 65.90' 9 N 89'52'02' W 236.00' 10 N 00007'38' E 15.00, it N 00'07'38' E 14.87' 12 N 00007'38' E 51.96' 13 N 00'07'38' E 87.12' 14 N 00'07'38' E 40.00' 15 N 89'52'22' W 19.00, 16 N 00'07'38' E 36.04' PREPARED UNDER THE SUPERVISION OF: CHRIS J. BERGH, L.S. 6588 DATE EXP. 12/31/03 I I I 1 I LOT C I I I I I I I F" TiR NO, 28 5%5-3 cI I wl LOT C M] I ^I of 0 r7 0l z' z o ' W I I I N I I w I Z I I ' J K ' z I 1.33' U 99,67' I N 89'52'23" W 101.00' J. L.S. 6588 SCALE: 1"=20' LOT 30 TR, NO, 28 6%r3 NIS', 26911-6 LOT 30 LEGEND -- - - - - -— EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE OLD LOT NO. B NEW PARCEL NO. M O 3 C O N S U L T /CH O YORSE OORICN SCXULR LOT LINE ADJUSTMENT NO. 2000— • wR W..,..nu.5, (FM)P1—N111 CITY OF LA QUINTA m aYlo. u sum EAR m-wn E—YYL mEtlaq,InWOmL•mnsulUrN.nal PUNNING ENGINEERING SURVEYING I N 41312\ MAPPING\ LL00-XX X\ LLA-03 E Lla_30&c.out TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : P30C LLA PERIMETER AROUND COMB. LOTS 30 & C OF TR. 28545-3, M.B. 269/1-6 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1501 N 89-52-22 W 19.00 2193644.852 6542464.933 1502 N 0-07-38 E 142.22 2193787.071 6542465.249 1503 S 89-52-22 E 5.00 2193787.060 6542470.249 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.060 6542470.260 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.271 1525 N 0-07-38 E 12.50 2193809.549 6542475.299 512 S 89-52-22 E 357.72 2193808.755 6542833.018 511 N 0-07-38 E 35.00 2193843.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 1514 N 89-52-22 W 4.00 2194152.297 6542706.070 509 N 0-07-38 E 63.00 2194215.297 6542706.210 508 N 89-52-22 W 225.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6542482.026 437 S 89-52-32 E 842.72 2194585.786 6543324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 1= 61.892 CH= 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137:1C 441 S 22-53-52 E 161.99 2194524.942 6543598.782 442 N 67-06-08 E 181.76 2194595.663 6543766.22C 443 S 22-53-52 E 300.00 2194319.302 6543882.94E CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH- 119.706 A= 482.298 Page 1 Lla 30&c.out 444 N 0-07-08 E 300.00 2194619.302 6593883.569 1331 S 89-52-52 E 103.0E 2194619.088 6543986.618 1530 S 0-05-03 W 150.03 2194469.058 6543986.398 1529 S 89-54-57 E 6.71 2194469.048 6543993.108 1528 S 0-14-34 W 1305.95 2193163.110 6543987.574 447 N 89-53-38 W 314.00 2193163.692 6543673.575 448 N 0-05-08 E 11.9.22 2193282.911 6543673.753 449 N 89-54-52 W 91.00 2193283.047 6543582.753 CURVE DELTA- 90-00-00 R= 91.000 L= 142.942 1= 91.000 CH- 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.047 6543582.889 451 N 89-54-52 W 498.69 2193374.792 6543084.199 452 S 0-05-08 W 163.50 2193211.292 6543083.955 453 S 89-54-52 E 10.00 2193211.277 6543093.955 454 S 0-05-08 W 40.00 2193171.277 6543093.896 455 N 89-54-52 W 40.00 2193171.337 6543053.896 456 N 0-05-08 E 40.00 2193211.337 6543053.955 457 S 89-54-52 E 10.00 2193211.322 6543063.955 458 N 0-05-08 E 163.50 2193374.822 6543064.199 459 N 89-54-52 W 361.87 2193375.362 6542702.330 460 S 0-07-38 W 309.87 2193065.493 6542701.642 461 N 89-52-02 W 250.00 2193066.072 6542451.643 CLOSURE: N 34-39-47 E 0.009 AREA = 1870191.E SQ. FT. AREA = 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID P30C LOT 110. 030 ORIGINAL LOT 30 OF TR. 28545-3, M.B. 269/1-6 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.642 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E '87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602�.] 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1522 S 89-52-22 E 38.00 2193644.725 6542521.933 1521 N 0-07-38 E 10.85 2193655.575 6542521.957 1520 S 89-52-22 E 107.58 2193655.336 6542629.537 1519 N 0-07-38 E 49.05 2193704.386 6542629.645 1527 S 89-52-22 E 99.67 2193704.165 6542729.315 1526 N 0-07-38 E 104.83 2193808.994 6542729.548 Page 2 Lla 30&c.out 512 S 89-52-22 E 103.47 2193808.765 6542833.018 511 N 0-07-38 E 35.00 2193843.765 6542833.095 1516 N 89-52-22 W 123.71 2193844.039 6542709.386 1515 N 0-07-38 E 308.26 2194152.298 6542710.070 1514 N 89-52-22 W 4.00 2194152.307 6542706.070 509 N 0-07-38 E 63.00 2194215.307 6542706.210 508 N 89-52-22 W 225.01 2194215.807 6542481.201 507 N 0-07-38 E 371.82 2194587.626 6542482.026 437 S 89-52-32 E 842.72 2194585.796 6543324.744 438 S 0-07-28 W 178.37 2194407.426 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 1= 61.892 CH- 116.943 A= 772.756 439 N 38-23-47 E 178.37 2194547.220 6543435.142 440 N 38-23-47 E 161.99 2194674.177 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.952 6543598.782 442 N 67-06-08 E 181.76 2194595.673 6543766.220 443 S 22-53-52 E 300.00 2194319.312 6543882.946 CURVE DELTA- 23-01-00 R= 300.000 L= 120.515 T= 61.081 CH- 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.312 6543883.569 1531 S 89-52-52 E 103.05 2194619.098 6543986.618 1530 S 0-05-03 W 150.03 2194469.068 6543986.398 1529 S 89-54-57 E 6.71 2194469.058 6543993.108 1528 S 0-14-34 W 1305.95 2193163.120 6543987.574 447 N 89-53-38 W 314.00 2193163.702 6543673.575 448 N 0-05-08 E 119.22 2193282.921 6543673.753 449 N 89-54-52 W 91.00 2193283.057 6543582.753 CURVE DELTA= 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH= 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.057 6543582.889 451 N 89-54-52 W 498.69 2193374.802 6543084.199 452 S 0-05-08 W 163.50 2193211.302 6343083.955 453 S 89-54-52 E 10.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347 6543053.955 457 S 89-54-52 E 10.00 2193211.332 6543063.955 458 N 0-05-08 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.006CC AREA = 1833973.9 SO. FT. AREA = TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING BLOCK ID P30C LOT NO. OC ORIGINAL LOT "C" OF TR. 28545-3, M.B. 269/1-6 COURSE BEARING DISTANCE START- 1501 1502 N 0-07-38 E 142.22 1503 S 89-52-22 E 5.00 Page 3 42.10225 ACRES - MAR. 27, 2000 C O O R D I N A T E S NORTH EAST 2193644.853 6542464.933 2193787.073 6542465.249 2193787.062 6542470.249 Lla 30&c.out CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 1525 N 0-07-38 E 12.50 2193809.551 6542475.299 1526 S 89-52-22 E 254.25 2193808.986 6542729.548 1527 S 0-07-38 W 104.83 2193704.156 6542729.315 1519 N 89-52-22 W 99.67 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1521 N 89-52-22 W 107.58 2193655.567 6542521.957 1522 S 0-07-38 W 10.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 AREA = 36217.4 SQ. FT. AREA = 0.83144 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: 230C BLOCK AREA- 1870191.3 SQ.FT. TOTAL LOT AREA = 1870191.3 SQ.FT. 42.93369 ACRES 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID : N30C LLA PERIM. AROUND NEW COMB. LOTS 30 & C OF LOT LINE ADJUSTMENT NO. 2000- C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 461 2193066.080 6542451.648 410 N 0-07-38 E 184.91 2193250.989 6542452.058 1532 S 89-52-22 E 12.00 2193250.962 6542464.058 1533 N 0-07-38 E 36.04 2193287.002 6542464.138 1534 S 89-52-22 E 19.00 2193286.960 6542483.138 1535 N 0-07-38 E 40.00 2193326.960 6542483.227 1536 N 89-52-22 W 17.00 2193326.998 6542466.227 1537 N 0-07-38 E 87.12 2193414.118 6542466.420 1538 S 89-52-22 E 17.00 2193414.080 6542483.420 1539 N 0-07-38 E 51.96 2193466.040 6542483.536C1 . 1540 N 89-52-22 W 17.00 2193466.078 6542466.536 1541 N 0-07-38 E 14.87 2193480.947 6542466.569 1542 S 89-52-02 E 236.00 2193480.401 6542702.568 1543 N 0-07-38 E 15.00 2193495.401 6542702.602 1544 N 89-52-02 W 236.00 2193495.947 6542466.602 1545 N 0-07-38 E 65.90 2193561.847 6542466.749 1546 S 89-52-22 E 17.00 2193561.810 6542483.748 1547 N 0-07-38 E 83.00 2193644.809 6542483.933 1501 N 89-52-22 W L9.00 2193644.852 6542464.933 1502 N 0-07-38 E 142.22 2193787.071 6542465.249 1503 S 89-52-22 E 5.00 2193787.060 6542470.249 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.060 6542470.260 Page 4 Lla 30&c.out 1505 N 0-07-38 E 5.00 2193797.060 6542470.271 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH= 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.049 6542475.271 1525 N 0-07-38 E 12.50 2193809.549 6342475.299 512 S 89-52-22 E 357.72 2193808.755 6542833.018 511 N 0-07-38 E 35.00 2193843.755 6542833.095 1516 N 89-52-22 W 123.71 2193844.029 6542709.386 1515 N 0-07-38 E 308.26 2194152.288 6542710.070 1514 N 89-52-22 W 4.00 2194152.297 6542706.070 509 N 0-07-38 E 63.00 2194215.297 6542706.210 508 N 89-52-22 W 225.01 2194215.797 6542481.201 507 N 0-07-38 E 371.82 2194587.616 6542482.026 437 S 89-52-32 E 8,12.72 2194585.786 6543324.744 438 S 0-07-28 W 178.37 2194407.416 6543324.357 CURVE DELTA= 38-16-19 R= 178.370 L= 119.146 T= 61.892 CH= 116.943 A= 772.736 439 N 38-23-47 E 178.37 2194547.210 6543435.142 440 N 38-23-47 E 161.99 2194674.167 6543535.754 CURVE DELTA= 61-17-39 R= 161.990 L= 173.294 T= 95.980 CH= 165.148 A= -2528.137 441 S 22-53-52 E 161.99 2194524.942 6543598.782 442 N 67-06-08 E 181.76 2194595.663 6543766.220 443 S 22-53-52 E 300.00 2194319.302 6543882.946 CURVE DELTA= 23-01-00 R= 300.000 L= 120.515 1= 61.081 CH= 119.706 A= 482.298 444 N 0-07-08 E 300.00 2194619.302 6543883.569 1531 S 89-52-52 E 103.05 2194619.088 6543986.618 1530 S 0-05-03 W 150.03 2194469.058 6543986.398 1529 S 89-54-57 E 6.71 2194469.048 6543993.102 1528 S 0-14-34 W 1305.95 2193163.110 6543987.574 447 N 89-53-38 W 314.00 2193163.692 6543673.575 448 N 0-05-08 E 119.22 2193282.911 6543673.753 449 N 89-54-52 W 91.00 2193283.047 6543582.753 CURVE DELTA- 90-00-00 R= 91.000 L= 142.942 T= 91.000 CH- 128.693 A= -2363.382 450 N 0-05-08 E 91.00 2193374.047 6543582.889 451 N 89-54-52 W 498.69 2193374.792 6543084.199 452 S 0-05-08 W 163.50 2193211.292 6543083.955 453 S 89-54-52 E 10.00 2193211.277 6543093.95511-.� 454 S 0-05-08 W 40.00 2193171.277 6543093.896 455 N 89-54-52 W 40.00 2193171.337 6543053.896 456 N 0-05-08 E <10.00 2193211.337 6543053.955 457 S 89-54-52 E 10.00 2193211.322 6543063.955 458 N 0-05-08 E 163.50 2193374.822 6543064.199 459 N 89-54-52 W 361.87 2193375.362 6542702.330 460 S 0-07-38 W 309.87 2193065.493 6542701.642 461 N 89-52-02 W 250.00 2193066.072 6542451.643 CLOSURE: N 34-39-47 E 0.009 AREA = 1870191.5 SQ. FT. AREA = 42.93369 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID N30C LOT NO. N30 NEW LOT 30 OF LOT LINE ADJUSTMENT NO. 2000- Page 5 Ell Lla_30&c.out COURSE BEARING DISTANCE START- 461 410 N 0-07-38 E 184.91 1532 S 89-52-22 E 12.00 1533 N 0-07-38 E 36.04 1534 S 89-52-22 E L9.00 1535 N 0-07-38 E 10.00 1536 N 89-52-22 W 17.00 1537 N 0-07-38 E 87.12 1538 S 89-52-22 E L7.00 1539 N 0-07-38 E 51.96 1540 N 89-52-22 W :L7.00 1541 N 0-07-38 E 14.87 1542 S 89-52-02 E 236.00 1543 N 0-07-3B E L5.00 1544 N 89-52-02 W 236.00 1545 N 0-07-38 E 65.90 1546 S 89-52-22 E 17.00 1547 N 0-07-38 E 83.00 1522 S 89-52-22 E .38.00 1521 N 0-07-38 E 10.85 1520 S 89-52-22 E 107.56 1519 N 0-07-38 E 19.05 1518 S 89-52-22 E 101.00 1517 N 0-07-38 E 104.83 512 S 89-52-22 E 102.14 511 N 0-07-38 E 35.00 1516 N 89-52-22 W 123.71 1515 N 0-07-38 E 308.26 1514 N 89-52-22 W 4.00 509 N 0-07-38 E 63.00 508 N 89-52-22 W 225.01 507 N 0-07-38 E 371.82 437 S 89-52-32 E 842.72 438 S 0-07-28 W 1"78.37 CURVE DELTA- 38-16-19 R= T= 61.892 CH= 439 N 38-23-47 E 1"78.37 440 N 38-23-47 E 161.99 CURVE DELTA- 61-17-39 R= T= 95.980 CH= 441 S 22-53-52 E 161.99 442 N 67-06-08 E 181.76 443 S 22-53-52 E 300.00 CURVE DELTA- 23-01-00 R= T= 61.081 CH= 444 N 0-07-08 E 300.00 1531 S 89-52-52 E 103.05 1530 S 0-05-03 W 150.03 1529 S 89-54-57 E 6.71 1528 S 0-14-34 W 1305.95 447 N 89-53-38 W 314.00 448 N 0-05-08 E 119.22 449 N 89-54-52 W 91.00 CURVE DELTA= 90-00-00 R= T= 91.000 CH= 450 N 0-05-08 E 91.00 451 N 89-54-52 W 498.69 C O O R D I N A T E S NORTH EAST 2193066.080 6542451.648 2193250.989 6542452.058 2193250.962 6542464.058 2193287.002 6542464.138 2193286.960 6542483.138 2193326.960 6542483.227 2193326.998 6542466.227 2193414.118 6542466.420 2193414.080 6542483.420 2193466.040 6542483.536 2193466.078 6542466.536 2193480.947 6542466.569 2193480.401 6542702.568 2193495.401 6542702.602 2193495.947 6542466.602 2193561.847 6542466.749 2193561.810 6542483.748 2193644.809 6542483.933 2193644.725 6542521.933 2193655.575 6542521.957 2193655.336 6542629.537 2193704.386 6542629.645 2193704.162 6542730.645 2193808.991 6542730.878 2193808.765 6542833.018 2193843.765 6542833.095 2193844.039 6542709.386 2194152.29E 6542710.070 2194152.307 6542706.070 2194215.307 6542706.210 2194215.807 6542481.201 2194587.626 6542482.026 2194585.796 6543324.7441E 2194407.426 6543324.357 178.370 L= 119.146 116.943 A= 772.756 2194547.220 6543435.142 2194674.177 6543535.754 161.990 L= 173.294 165.148 A= -2528.137 2194524.952 6543598.782 2194595.673 6543766.220 2194319.312 6543882.946 300.000 L= 120.515 119.706 A= 482.298 2194619.312 6543883.569 2194619.098 6543986.618 2194469.068 6543986.398 2194469.058 6543993.108 2193163.120 6543987.574 2193163.702 6543673.575 2193282.921 6543673.753 2193283.057 6543582.753 91.000 L= 142.942 128.693 A= -2363.382 2193374.057 6543582.889 2193374.802 6543084.199 Page 6 L1a 30&c.out 452 S 0-05-08 W 163.50 2193211.302 6543083.955 453 S 89-54-52 E 1.0.00 2193211.287 6543093.955 454 S 0-05-08 W 40.00 2193171.287 6543093.896 455 N 89-54-52 W 40.00 2193171.347 6543053.896 456 N 0-05-08 E 40.00 2193211.347 6543053.955 457 S 89-54-52 E 1.0.00 2193211.332 6543063.955 458 N 0-05-08 E 163.50 2193374.832 6543064.200 459 N 89-54-52 W 361.87 2193375.372 6542702.330 460 S 0-07-38 W 309.87 2193065.503 6542701.642 461 N 89-52-02 W 250.00 2193066.082 6542451.643 CLOSURE: S 63-23-16 E 0.006 AREA = 1833834.5 SQ. FT. AREA = 42.09905 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID N30C LOT NO. NC NEW LOT "C" OF LOT LINE ADJUSTMENT NO. 2000- C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1501 2193644.853 6542464.933 1502 N 0-07-38 E 142.22 2193787.073 6542465.249 1503 S 89-52-22 E 5.00 2193787.062 6542470.249 CURVE DELTA= 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= 7.135 1504 N 0-07-38 E 5.00 2193792.062 6542470.260 1505 N 0-07-38 E 5.00 2193797.062 6542470.271_11 CURVE DELTA- 90-00-00 R= 5.000 L= 7.854 T= 5.000 CH- 7.071 A= -7.135 1506 S 89-52-22 E 5.00 2193797.051 6542475.271 1525 N 0-07-38 E 12.50 2193809.551 6542475.299 1517 S 89-52-22 E 255.58 2193808.983 6542730.878 1318 S 0-07-38 W 104.83 2193704.153 6542730.645 1519 N 89-52-22 W 101.00 2193704.378 6542629.645 1520 S 0-07-38 W 49.05 2193655.328 6542629.537 1321 N 89-52-22 W 107.58 2193655.567 6542521.957 1522 S 0-07-38 W 10.85 2193644.717 6542521.933 1501 N 89-52-22 W 57.00 2193644.843 6542464.933 CLOSURE: N 0-07-38 E 0.010 AREA = 36356.9 SQ. FT. AREA = 0.83464 ACRES TRAVERSE CALCULATION AND ANALYSIS LLA NO.2000- - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 COMPLETION OF BLOCK ID: N30C LLA NO.2000- 1870191.5 SQ.FT. TOTAL LOT AREA = 42.93369 ACRES LOT ACREAGE 1870191.3 SQ.FT. 42.93369 ACRES','`] PAGE 1 - LOTS 30 & C / TR. 28545-3 - MDS CONSULTING - MAR. 27, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) P30C 030 42.102 1833973.9 Page 7 Lla_30&c.out P30C OC 0.831 36217.4 N30C N30 42.099 1833834.5 N30C NC 0.835 36356.9 =7O1J Traverse Analysis and Checking (PTRAV) LLA NO.2000- - LOTS 30 & C / TR.. 28545-3 - MDS CONSULTING - MAR. 27, 2000 TRACT NO.: DATE: POINT FILE: 1914 DIRECTORY PATH: DATA FILE: LLA.P 3/27/** TIME: 9:20 POINTS= 8000 * * Y*****+*+******** Page 8 TO: FROM: DATE: 0 E TRANSMITTAL MEMO _CITY MANAGER PARKS DEPARTMENT BUILDING & SAFETY _CODE ENFORCEMENT _FIRE MARSHAL �UBLIC WORKS DEPARTMENT _JERRY HERMAN _STAN SAWA vz- COMMUNITY DEVELOPMENT DEPARTMENT - LESLIE MOURIQUAND ,-5--a--,,,le)o6 SUBJECT: PROJECT REVIEW CASE: L z- PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ON THE ATTACHED ITEM BY ,¢ S 4 P COMMENTS: mns El Planners a Engineers a Surveyors 79-799 OW Avenue 62 La Quinla, Ci192253 TO: CITY OF LA QUINTA COMMUNITY DEVELOP/PLANNING DATE: April 21, 2000 78495 CALLE TAMPICO PROJECT NO.: 41312 LA QUINTA, CA 92253 SUBJECT: TR. 28545-3 ATTENTION: GREG TROUSDELL 760/7714013 FAX 7714073 THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH VIA: DELIVERY ❑ UNDER SEPARATE COVER NO. OF ITEMS DESCRIPTION 1 APPLICATION FOR LOT LINE ADJUSTMENT 1 $250.00 CHECK NO. 7992 FOR APPLICATION FEES 1 $100.00 CHECK NO. 7991 FOR ENGINEERING PLAN CHECK FEES 2 COPIES OF LEGALS AND PLATS 2 COPIES OF LOT CLOSURES THE ABOVE ITEMS ARE SUBMITTED: ® AT YOUR REQUEST ® FOR YOUR REVIEW ❑ FOR YOUR FILES ❑ FOR YOUR APPROVAL ❑ FOR YOUR USE ❑ FOR YOUR INFORMATION GENERAL REMARKS: PLEASE NOTE, TITLE REPORT WILL FOLLOW AS SOON AS IT BECOMES AVAILABLE. ® ENCLOSURE ❑ COPIES TO: BY: Tacy Myers { CiT'f OFL;;C''Jl;,I�t MAO Morse Dokich Schultz