Loading...
LLA 1999-302ce9__ J 4 4 Qgamrs, March 24, 1999 FROM: COMMUNITY DEVELOPMENT DEPARTMENT --City Manager &, f lic Works _Building & Safety Community Services ire Marshal _C mber of Commerce __ perial Irrigation District outhern California Gas _Desert Sands School District CV Unified School District V Water District Fish and Game Riverside County CASE NO(S): _Waste Management Planning Manager US Postal Service vv Principal Planners _W eneral Telephone 1/Associate Planners _A,PvlediaOne Sunline Transit Caltrans _Agricultural Commission CV Archaeological Society BIA - Desert Council _City of Indio/Indian Wells CV Mountain Conservancy CV Recreation & Park District ✓Community Development Director Sheriffs Department Planning Department Environmental Health PROJECT DESCRIPTION PROJECT LOCATION Comments made by: Date Phone: LOT LINE ADJUSTMENT 99-302 ADJUST COMMON LOTS IN TRACT 28444 INTERSECTION OF WEISKOPF AND MADISON STREET (PGA WEST RESORT AND CLUB) Title: Agency/Division: Please send your response: to the City of La Quinta, Community Development Department, c/o Greg Trousdell, Associate Planner, P.O. Box 1504, La Quinta, CA 92253 by April 7,1999. If you have any questions, please contact me at 760-777-7067 (760-777-1233 Fax). c: Marcus Fuller, Assistant Engineer AgencyLLA 302 - c • CITY OF LA QUINTA • 00MK7NITY DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 APPLICATION FOR LOT LINE ADJUSTMENT OFFICE USE ONLY n11 11 n Zoning: _ LLA No. clef - 302 Related Cases: Reviewed By: Date: � 3,1I ,64 u ff --------------------------- APPLICANT Name:Czot-r- Wy�si L.L. C Address : Zco 9�, W,osN►titc r til ,&�(V- . s7�, �o�o Daytime - (Mailing) Phone: (City) (State) (Zip) PROPERTY OWNERS Owner "A" Name: WeE;r I_, l., c Address: Zoo r. a.,t 7 ire-, tech , C� 1q2.v7S Phone: (-7uo) e 3q - 023S (City) (State) (Zip) Owner "B" Name: Address: (City) (State) (Zip) Owner "C" Name: Address: (City) (State) (Zip) PROPERTY DATA Property A: Assessor's Parcel Number: Street Address (if any): Property B: Assessor's Parcel Number: Street Address (if any): Property C: Assessor's Parcel Number: Street Address (if any): ADJUSTMENT REQUESTED: S Phone: Phone: T (v l o-po -©73 o4I0 -osa %loG1- Sao - ncp t 'aye REASON FOR REQUEST: CxksTo-j(A 12 A a less-%� ��t.t'C�`f Csf Wr:►�1LyP� L�.lp �-rtt�►s�a.( 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 Applications and, 3) The information submitted in connection with this Application -is true and correct. k-1--1 Owner "B" Name Date Owner locos: Name Date Representat:i Signature: (Attach Letter(s) of AuthoNAation to 3° ► g °g9 MR/FORMLLA. 001 MP 14R4 EXHIBIT "A" LOT LINE ADJUSTMENT 99- LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89°49'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18032'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14°43'21", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76058'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE: SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7604710", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001 "10", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 GA44600\LEGALS\LL99-.D0C 03/17/99 CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79038'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89°49'10" WEST, 9.00 FEET, THENCE NORTH 0°10'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89°49'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C - THATPORTIONOF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 001 0'34"WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42025'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 11.50 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010,34" EAST, ALONG SAID EASTERLY LINE, 24.477 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.073 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 G144600\LEGALS\LL99-.D0C 03/17/99 LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0°10'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 76058'00" WEST, 11.50 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76°58'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.409 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57'THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010,34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID E=ASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42°25'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 GA44600\LEGALS\LL99-.D0C 03/17/99 LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11 °16'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78°31'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60032'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76042,29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89°49'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2204'7'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30", THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 G:\44600\LEGALS\LL99-.DOC 03/17/99 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET;; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048,35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7°03'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77'28'00" EAST, 41.84 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81 °49'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LA PREPARED BY: oc�`' 5 & LS. 6588 LAAM 41(figg * Exp. 12-31-99 CHRIS J. BERG P.L.S. 65 DATE � EXP. 12/31/99 F OF r.A0F�� PAGE 5 OF 5 GA44600\LEGALS\LL99-..D0C 03/17/99 LEQEND - -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE D r % OLD LOT NO. LOT 4 NEW LOT NO. -rRACT NO. 20 444 ME;, 271 / -57- 6 2 P� LANO� JCD i C-) _ L.S. 6588 * Exp. 12-31-99 */ r- 0 T-rqACT NO, 284441 Mg, 271/-537-62 EXHIBIO"B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 10 k � mg dit'[99 CHRIS J. BE H, 111.6. 6588 DATE EXP. 12/31 /99 MOS CONSUL T/NQ MORSE DOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 La Ouinta, CA 92253 FAX 771-4073 MDSE—,A,L saonwltin .net md9sla uintaOmd9 SHEET 1 OF 3 i SCALE 1 " =100' LOT LINE ADJUSTMENT N0. 99- CITY OF LA QUINTA FILE.• I.• 1446001 AMPP/NGI 44LLADWG J-17-99 LEWO - - - - - - - EXISTING LOT LINE TO ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE D T if OLD LOT NO. LOT 4 NEW LOT NO. N 89'56'09'W 743,27' RAD N EI9'20'09'W EXHI T "B " LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 / 18,50' 18,50' `\_ --63.03'- - �.�.B. b, N 89'24'20'W LOT I'r o RAD I c TRACT 1\10, 218444 <i Mg, 211 / 57-62 .4r. LOT D ,BOO,' LOT o 0.409 AC, 31f.. 8S' LOT O LO7 R8s N66SpRC r - - - - - - RAD-PR ti �539 w I _N 76�?2`c'9'� 9 ,I ,� 3 I I RAD-* p��� = o i LOT C N '3123'6, � � 1 0l 1 5, 00, Q _� RAD N 0 10 34-x N 2 �I - N 77'37'S1'W 7, 70' IgSO - 3 �41 A ,, I , 21I�, 24 12 81'49'54'W 7 RAD CL- ' 14, LOT O So aN `r o ►� /:o , W U. J � 2 Q I:rq W 55 Z RAD-44 53'E _ N 80 4 J Z' : �51.� jp 0� 3 U LOT 0 3 0 0 on - LOT D SHEET 2 OF 3 CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7.05' 3.55' 2 17.58'55' 20.50' 6,43' 3,24' 3 11'16'33' 99.50' 19.58' 9.82' 4 10'37'02' 20.50' 3,80' 1190, 5 70'56'18' 24.50' 30.33' 17,46' 6 2'27'57' 266.00' 11.45' 5,72' 7 79'22'21' 24.50' 33.94' 20.33' 8 5'03'50' 20.50' 1.81, 0,91, 9 9'46'50' 418.50' 71.44' 35.81' 10 88'24'26' 24.50' 37,80' 23.83' 11117'41'43' 24,50' 50.33' 40,53' 12103'12'34' 17,00' 30.62' 21,45' 13 0'55'43' 381.50' 6.18' 3.09' SCALE 1 " =50' 75.00' N 89'56'09'W \ DO' 55.00' Cu 55' P.O.B. LOT C&Q \ N 76's8'00• 10,073 AC az ' .. M V 84,99' \` ------1---------- /L - WE/SKop U2- - - - -- Ln F .6 ' LOT1 Q °° M o N, 0.3801 AC. h 1 ., z h - N • 4,24'E N 81 pRC 21 o It I M N 76 58'00'I✓ RAD- �$.5�1 8S54' rp32yQR� �� LOT S� LOT A LOT B -N 19.35'3o'E 0.454 AC. 0.183 AC. RAD FRC 32 -jr-ar LOT A HO -- TRACT NO. 284 �1,11 116 0.327 AC. Mg, 211 / -51-f'2 � 1 SEE SHEET 3 CONSUL T/NQ MORSE • DOKICH SCHULTZ MDSANDS 79-799 Old Avenue 52 (760) 771-4013 Lo Ouinto. CA 92253 - FAX 771-4073 E-M,,L mdslaquintoOmdeeoneulting.net PLANNING ENGINEERING SURVEYING J U I N 3� I ur U�-> zc�j 55' SEE SHEET 3 COURSE TABLE NO BEARING DIST. 21 N 13'02'00'E 8.00, 22 N 76'58'00'W 8.00, 23 N 89'49'26E RAD 8,00' 24 N 76.58'00'W 11.50' LAND\ O J. 6F SG�` ti c 2 = � � U L.S. 6588 3 * Exp. 12-31-99 CAL\F��\P PREPARED UNDER THE SUPERVISION OF: rL. w &4- 314 m CHRIS J. BE , P.L.S. 8 DATE EXP. 12/31 /99 LO UNE ADJUSTMENT o CITY OF LA QUINTA z W.'.' /.• � 446001 U4-P/NG1 N44LLA.0WG J-17-99 • LEQEW 411 — — — — — — — EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE: L J T if OLD LOT NO. LOT 4 NEW LOT NO. EXHIMT "B " LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C. D, Q, R. & S OF TRACT NO 28444, M.B. 271 /57-62 SEE SHEET 2 I LJT Q 55' � I i �I CA _ 31 X`c /SKO h , PF LO C ' "'LOT' Q Zr) N 0.3801 AC. 6 -S8 00'W �M' LJ T C 632� 7 12 $.5 J 1314 12 8554' z J �N l9'35'30'E RAD-PRC I 11 N 89'56'�B�W' LO II B A b'� �� 6 D, — � �� RA � , l5 E .113113 Q AC. N� 55 32 � a N v RAC 15 5 v LJTA �z i16 I 18 55' 1a 4� �✓ 17 I b-r LOT A � �� J 0.327 AC. � ®� TRACT NO. 28444 �SbPOQ� MIR), 27 1 / 57-6 7 � `� N ' R� >� /LOT S CURVE T'ABIL-E 0.454 AC. NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7,05' 3,55' 2 117'41'43' 24.50' 50.33' 40.53' 3 1'01'23' 1160.00' 20.71' 10,36' 4 10'32'00' 200,00' 3637' 18,44' 5 76'47'10' 52,00' 69M' 41,20' 6 14'43'21' 24.50' 630' 3.17' 7 102'5822' 24.50' 44,03' 30,79' LOT N 0' 10' 50' W. 15.00' I— W W E— W r o 0 n2 ' 1 W o I 80-4��I Co ' 55' 8.5918.5 `� 1 tJ 3) _ _ _ I N 88R47'47'E- --�� — N 89'49'10'E 243.70' .MDSNOS CONSUL T/NO MORSE DOKICH SCHULTZ p e O 79-799 Old Avenue 52 (760) 771-4013 r La Ouinta, CA 92253 FAX 771-4073 LOT A E—MNL mdeloquintoOmdacaneulting.net P.O.B. PLANNING • ENGINEERING SURVEYING LOT S N �D 3 M 0 ono SHEET 3 OF 3', SCALE 1" =50' COURSE TABLE NO BEARING DIST, 11 N 13'02'00'E 8,00' 12 N 76'58'00'W 8.00' 13 N 76'58'00'W 14,64' 14 N 76'58'00'W 36,00' 15 N 13'02'00'E RAID 8.00' 16 N 89'49'10'E RAD 8,00' 17 N 0'10'50'W 8100, 18 N 89'49'10'E 9100, 19 N 0'10'50'W 11.69' p,C LAND J. L.S. 6588 * Exp. 12-31-99 ��qTF Of- CA0�\P PREPARED UNDER THE SUPERVISION OF: 314q CHRIS J. BERUH, P.L.S. 88 DATE EXP. 12/31/99 LOT LINE ADJUSTMW NO. 99- CITY OF LA QUINTA f7LE.• 1.•1446001MAPP/N6jS44LLA.DWC J-17-99 "L LAND CORPORATION CITY OF LA QUINTA =-9931599 CITY OF LA QUINTA/LOT 250.00 CHECK 15-99 DATE 12272 I TOTAL> 250.00 PLEASE DETACH AND RETAIN FOR YOUR RECORDS 001 250.00 .00 1 250.00 City of La Quinta, 78-495 Calle Tampico, P. O. Box 1504, La Quinta CA 92253 ATE __--- - C-- 2 2 .19 RECEIVE[ FROM ;ADDRESS .-.Ml CAS A_UCOUN-I" _+ 10 T. PAID CHECK ORDER 1 BY �pw- `CL LAND CORPORATION r T m v n- T T r .. Zc&t,4 OF Engineering Plan Check Application and Fee Lot Line Adjustment Project: Tm ��ue54- Date: Development Identification Number:,-�-ff G� CITY ACCOUNT INFORMATION 101-000-443-318 $50 x Lots Total Fee $ APPLICANT INFORMATION PERSON WHO IS RESPONSIBLE FOR PLAN CHECK ADMINIS ItATIVE DIMES: ENGINEERING FIRWPERSON RESPONSIBLE FOR PREPARING PLANS/MAPS: CkI—t s B�f 4,::2 NAME ILL, (wit vt NAh& OF FDU1 RA NANIR OF FIRM -)�l -7 f 1 D LA &-e S-2— ADDRESS > Lk 04cVJW, C- °►Z ADDRESS (� �Vl l Akz-�, GA- � 22-s- --Z., CITY STATE 21P CITY STATE 78 ((-7bo) TELEPHONE FAX TELEPHONE FAX lxjit, C-�A4,UL %— CITY STAFF DATE 6 D MAR 2 2 1999 78-495 Calle Tampico • P.O. Box 1504 • La Quinta, CA 92253 • (619) 777-7075 • (Fax) 77 G:\P W DEFrJ=STORMSWW7. W PD YV EXHIBIT "A" LOT LINE ADJUSTMENT 99- LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89049'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18032'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76°58'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST,' 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10' EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'10", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 G:\44600\LEGALS\LL99-.DOC 03/17/99 CENTRAL ANGLE OF 10032'00", AN, ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79038'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET, THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1.17041'43",_ AN ARC LENGTH OF 50.33 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42°25'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43', AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76°58'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 11.50 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010,34" EAST, ALONG SAID EASTERLY LINE, 24.477 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.073 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 G:\44600\LEGALS\LL99-.DOC 03/17/99 • • LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0010'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103°12'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 76058'00" WEST, 11.50 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.409 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 G:444600\LEGALS\LL99-.D0C 03/17/99 LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11-16'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78031'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058,55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60032'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76°42'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC, LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. ... AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30", THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 GA44600\LEGALS\LL99-.DOC 03/17/99 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A -CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056,18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048135" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7°03'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77028'00" EAST, 41.84 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41 °22'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33°01'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED BY: &AA4 L-bV4_ 414fh9 CHRIS J. BERG P.L.S. 65 DATE EXP. 12/31 /99 J. U = � L5. 6588 Exp. 12-31-99 �Qr PAGE 5 OF 5 GA44600\LEGALS\LL99-. DOC 03/17/99 L -WND w -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN -- NEW LOT LINE L D T if OLD LOT NO. LOT _4 NEW LOT NO. TRACT NO. 28444 lyA271/-57-62 \o�P� LAND s e 2�G' J. 0 L.S. 6588 * Exp. 12-31-99 */ ACLEj 34 31 32 TRACT NO, 28444 M.S. 27-J / -5 /-f-3 2 EXHIBI'P"B$$ SHEET 1 OF 3 LOT LINE ADJUSTMENT NO. 99- LOTS A. B. C, D. 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 LOT F- L11 / LOT D O LOT D ------ u OT LOT S �`�--------L--------- LOT Q E�SKO F SCALE 1" =100' LOT 01 LOT S s NL W W LOT A LOT A , cn 1 1 I \�T 177 (a J I U LA7 J � _NLe k' L - Av'199 CHRIS J. BER H, P.L.O. 6588 DATE EXP. 12/31/99 moo CONSUL T/N.Q MORSE DOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 Lo Ouinta. CA 92253 FAX 771-4073 E—MAIL mdsloquintaOmdsoonsulting.net PUNNING ENGINEERING SURVEYING LOT LINE ADJUSTMENT N0. 99- CITY OF LA QUINTA FILE: I.-1446001 AMPP/A/C144LLADWG J-17-99 LEGEND - - - - - - - EXISTING LOT LINE TO B D, EXISTING LOT LINE TO REMAIN NEW LOT LINE J f 4 OLD LOT NO. LOT 4 NEW LOT NO. EXH T "B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 N 89'56'09'W 743.27' RAD N T20109'W 18.50' 18.50' --63.03' P.O. B. a, N 89RAD20'W LOT R o TRACT NO. tt I Cc 2�3444 � Mg. 771 57-62 0 CN a LOT DUO LOT r 'j o 0.409 AC, 3 34 ti s 8s' LJT J o o _. . LJT R8s �66Sp'PC f------ I Z RAD-PRC �S? 9 w I _N ?6' 9 60- PC .2g.� RAD-PRC �. ` a� o LJT C N 8 31,23'w H 6j17 pRC w z ► Q RAD - 2 �1 _ N 77.37'S1'W I I 5.00' I N 0' 10' 34'W 15.( f4S0. _ 3 8 21 7.70' RA2y84p w D PRC 22 7I41,84' 1 N ?6 c'8'00' 6'S8' 00 I24 12 23 W 10 w N 81'49'S4'W 1 22 51.50I 21 I 2; SHEET 2 OF CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7.05' 3.55' 2 17'58'55' 20.50' 6.43' 3.24' 3 11'16'33' 99.50' 19.58' 9.82, 4 10'37'02' 20.50' 3.80' 1.90' 5 70'56'18' 24.50' 30.33' 17.46' 6 2'27'57' 266.00' 11.45' 5.72' 7 79'22'21' 24.50' 33.94' 20.33' 8 5'03'50' 20.50' - 1.81' 0.91' 9 9'46'50' 418.50' 71.44' 35.81' 10 88'24'26' 24.50' 37.80' 23.83' 11117'41'43' 24.50' 50.33' 40.53' 12103'12'34' 17.00' 30.62' 21.45' 13 0'55'43' 381.50' 6.18' 3.09' SCALE 1 " = 50' 7 RAD I LOT C .% N 7658'001w I 0.073 AC e`Zahb �7 �+ '• 4. 9, LJT 5 p M 41L�� i JT r� uo tnc, M WE/SKopF,a------ z ►:�q W A / I LOT, Q 31 RAD g0'44'S3, E 4 J 0,3801 AC, h N Rp0 PR 3p•0� N I I M N 81'24'24� E RAD-PRC 2 1 0 N )6 11 58 00'w L_ _ _ -, LOT 8 529 � � 18.51 i 8554' LOT Sa LOT A LOT B p l 3 0.454 AC. 0,180 AC. N N D35 -PRC 32 LOT A I", RA TRACT NO, 284441 18.5\ 0,327 AC. Mg, 27-1 / -5-37-67 SEE SHEET 3 L CONSUL T/NQ MORSE DOKICH SCHULTZ MDSMOS 79-799 Old Avenue 52 (760) 771-4013 La Ouinta. CA 92253 FAX 771-4073 E-MAIL mdslaquintaOmdscrosulting.net PLANNING ENGINEERING • SURVEYING 75.00' N 89'56'09'W 55,00' 55' P.O.B. 6- LOT C&Q M P.O.C. m LOT C&Q 4' cu 3 zr W W N 0 0 U, co m J U C I � � ocu55' I Z SEE SHEET 3 COURSE TABLE NO BEARING DIST. 21 N 13'02'00'E 8.00, 22 N 76'58'00'W 8.00, 23 N 89'49'26'E RAD 8.00' 24 N 76'58'00'W 11.50' PA- LANC1 J. eG�o � s L.S. 6588 cli 3 * Exp. 12-31-99 o s�gTF � CAL\F��\P z PREPARED UNDER THE SUPERVISION jOF: j I UInAA IL llf?M1 _ ,�I I�I�� � CHRIS J. BEFO, P.L.S. jf8 DATE I EXP. 12/31/99 LOT LINE ADJUSTONT NO. 99- o� CITY OF LA QUINTA _ cv Z RLE.• /.•j446001WP/NCIN44LLA.DWG 3-17-99 LEGEND — — — — — — — EXISTING LOT LINE TO AJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE L O r if OLD LOT NO. LOT 4 NEW LOT NO. 31 `N l9'35'30'E W-PRC 32 SEE SHEET 2 EXHIAT "B " LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT N0. 28444, M.B. 271 /57-62 `'r Q --------r--------- o I � I % % ,WElSKOP I F 60 "' LOT ; Q zo ! N 760.3801 AC. Ni o -:f 'S8' h N 2 12 UU IVY 11 J 8.5 13 14 _ _11 N 89'56'22;-y- �\ 6 RAD \" N RPM pCC T- � � 15 I 0 r� 559 I 8154' z LOi B A I �s 55' 15 �N L— --, 11618 55' L c)7 LOT A .� 0 327 AC / O 0� p� I . Deip L I TRACT NO. 2@444 SLOT S CURVE TABLE 0.454 AC. NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7.05' 3.55' 2 117'41'43' 24.50' 50.33' 40.53' 3 1'01'23' 1160.00' 20.71' 10.36' 4 10'32'00' 200,00' 36.77' 18.44' 5 76'47'10' 52.00' 69.69' 41.20' 6 14'43'21' 24,50' 6.30' 3.17' 7 102'58'22' 24.50' 44.03' 30.79' LOT J ly RAD,PR�I I I I L 0 0_ ca 0 �4 8.5' 18.5 N 0'10'50'1 15, 00' N 89'49'10'E 243,70' CONSUL T/NIG MORSE DOKICH SCHULTZ MDSmD8 79-799 Old Avenue 52 (760) 771-4013 La Quinto. CA 92253 FAX 771-4073 E—MA,L mdslaquintoOmdsaonsulting.net PLANNING ENGINEERING SURVEYING �9 z J 6 U I WI I� �I rn �l 55' rn Ck- Z I— RAD 3_ _ IN 88'47'47'E- cu M 0 Ln Ln cu 0 to 0 0 Z SHEET 3 OF 3 SCALE 1" =50' COURSE TABLE NO BEARING- DIST, 11 N 13'02'00'E 8.00' 12 N 76'58'00'W 8.00' 13 N 76'58'00'W 14.64' 14 N 76.58'00'W 36.00' 15 N 13'02'00'E RAD 8.00' 16 N 89'49'10'E RAD 8.00' 17 N 0'10'50'W 8.00' 18 N 89'49'10'E 9100' 19 N 0'10'50'W 11.69' LANOJ. L.S. 6588 * Exp. 12-31-99 */ PREPARED UNDER THE SUPERVISION OF: 3 14 q9 CHRIS J. BERIGH, P.L.S. DATE EXP. 12/31/99 � 1-.(J.d• LOT LINE ADJUSTMENT P.O.B.LOT B NO. 99- LOT A CPPY OF LA QUINTA fkE..• 1.•1446001 MAPP/NCI S44LL9.DWC 3-17-99 Order No. First American Title Insurance Company 3625 Fourteenth Street, (P.O. Box 986) Riverside, California 92502 (Area Code 909) 787-1700 INNOVATIVE COMMUNITIES 200 EAST WASHINGTON, SUITE 100 ESCONDIDO, CALIFORNIA 92025 ATTENTION: PETE BELICKI YOUR NO. DATED AS OF AUGUST 21, 1998 AT 7:30 A.M. MPH& IN RESPONSE TO THE ABOVE REFERENCED APPLICATION FOR A POLICY OF TITLE INSURANCE, THIS COMPANY HEREBY REPORTS THAT IT IS PREPARED TO ISSUE, OR CAUSE TO BE ISSUED, AS OF THE DATE HEREOF, A POLICY OR POLICIES OF TITLE INSURANCE DESCRIBING THE LAND AND THE ESTATE OR INTEREST THEREIN HEREINAFTER SET FORTH, INSURING AGAINST LOSS WHICH MAY BE SUSTAINED BY REASON OF ANY DEFECT, LIEN OR ENCUMBRANCE NOT SHOWN OR REFERRED TO AS AN EXCEPTION BELOW OR NOT EXCLUDED FROM COVERAGE PURSUANT TO THE PRINTED SCHEDULES, CONDITIONS AND STIPULATIONS OF SAID POLICY FORMS. THE PRINTED EXCEPTIONS AND EXCLUSIONS FROM THE COVERAGE OF SAID POLICY OR POLICIES ARE SET FORTH IN EXHIBIT A ATTACHED. COPIES OF THE POLICY FORMS SHOULD BE READ. THEY ARE AVAILABLE FROM THE OFFICE WHICH ISSUED THIS REPORT. PLEASE READ THE EXCEPTIONS SHOWN OR REFERRED TO BELOW AND THE EXCEPTIONS AND EXCLUSIONS SET FORTH IN EXHIBIT A OF THIS REPORT CAREFULLY. THE EXCEPTIONS AND EXCLUSIONS ARE MEANT TO PROVIDE YOU WITH NOTICE OF MATTERS WHICH ARE NOT COVERED UNDER THE TERMS OF THE TITLE INSURANCE POLICY AND SHOULD BE CAREFULLY CONSIDERED. IT IS IMPORTANT TO NOTE THAT THIS PRELIMINARY REPORT IS NOT A WRITTEN REPRESENTATION AS TO THE CONDITION OF TITLE AND MAY NOT LIST ALL LIENS, DEFECTS, AND ENCUMBRANCES AFFECTING TITLE TO THE LAND. THIS REPORT (AND ANY SUPPLEMENTS OR AMENDMENTS HERETO) IS ISSUED SOLELY FOR THE PURPOSE OF FACILITATING THE ISSUANCE OF A POLICY OF TITLE INSURANCE AND NO LIABILITY IS ASSUMED HEREBY. IF IT IS DESIRED THAT LIABILITY BE ASSUMED PRIOR TO THE ISSUANCE OF A POLICY OF TITLE INSURANCE, A BINDER OR COMMITMENT SHOULD BE REQUESTED. GARY FRANCIS - TITLE OFFICER Page I Order No. 2110789 TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: CAPSTONES GOLF WEST LLC, A DELAWARE LIMITED LIABILITY COMPANY THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: IN FEE THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF LA QUINTA AND IS DESCRIBED AS FOLLOWS: LOTS 1 THROUGH 69, INCLUSIVE, AND LETTERED LOTS A, D, E, J, M, N, O, P, Q, R, S, T, U AND V OF TRACT NO. 28444, AS SHOWN BY MAP ON FILE IN BOOK 271 PAGE(S) 57 THROUGH 62, INCLUSIVE OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. - AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS CONTAINED IN SAID POLICY FORM WOULD BE AS FOLLOWS: 1. CURRENT TAX INFORMATION TO FOLLOW, RIVERSIDE COUNTY TAX COMPUTER INACTIVE. 2. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO CHAPTER 3.5 COMMENCING WITH SECTION 75 OF THE CALIFORNIA REVENUE AND TAXATION CODE. 3. A RIGHT OF WAY AND EASEMENT OF THE COACHELLA VALLEY COUNTY WATER DISTRICT, IN FAVOR OF THE PUBLIC, FOR ALL PUBLIC ROADS, AND RIGHTS OF WAY HERETOFORE DEDICATED, ACQUIRED, RESERVED OR ACCEPTED FOR PUBLIC USE AND ALSO ANY AND ALL PRIVATE EASEMENTS AND RIGHTS OF WAY FOR ROADS, PIPELINES, DITCHES AND CONDUITS ON, OVER, UNDER OR ACROSS THE HEREIN DESCRIBED PROPERTY, EXISTING FOR THE PURPOSES -OF INGRESS AND EGRESS FROM OTHER LANDS BY MEANS OF SUCH ROADS AND FOR THE PURPOSE OF CONVEYING IRRIGATING AND DOMESTIC WATER TO SUCH OTHER LANDS BY MEANS OF SUCH PIPELINES, DITCHES AND CONDUITS. 4. RESERVATIONS RECITED IN THE PATENT FROM THE UNITED STATES,, WHICH INCLUDE THE FOLLOWING: Page 2 • • Order No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age 3 0 • 10. AN RECORDED RECORDS. GRANTED AFFECTS: Order No. 2110789 EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, AUGUST 15, 1990 AS INSTRUMENT NO. 304013 OF OFFICIAL TO: LANDMARK LAND COMPANY. A PORTION OF SAID LAND. 11. AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 8, 1996 AS INSTRUMENT NO. 125662 OF OFFICIAL RECORDS. GRANTED TO: KSL DESERT RESORTS. AFFECTS: A PORTION OF SAID LAND. 12. AN EASEMENT IN FAVOR OF THE IMPERIAL IRRIGATION DISTRICT AS SHOWN ON THE MAP OF TRACT NO. 28444. FOR: PUBLIC UTILITIES AND INCIDENTAL PURPOSES. AFFECTS: LOTS AS SHOWN ON SAID MAP. 13. AN EASEMENT AS SHOWN ON THE MAP OF TRACT 28444. FOR: DRAINAGE AND INCIDENTAL PURPOSES. AFFECTS: LOTS AS SHOWN ON SAID MAP. 14. AN EASEMENT IN FAVOR OF THE MAP OF TRACT 2844:4. FOR: PITBLIC UTILITIES AFFECTS: LOTS AS SHOWN ON CITY OF LA QUINTA AS SHOWN ON THE AND INCIDENTAL PURPOSES. SAID MAP. 15. THE EFFECT OF A DECLARATION OF DEDICATION AS SHOWN BY THE OWNERS CERTIFICATE ON SAID MAP, PURPORTING TO IRREVOCABLY DEDICATE IN PERPETUITY FOR PUBLIC ROAD PURPOSES, PUBLIC UTILITY AND PUBLIC SERVICES, THE PROPERTY DESCRIBED THEREIN. 16. THE EFFECT OF THE FOLLOWING RECITALS CONTAINED IN THE OWNERS -STATEMENT ON SAID MAP. WE HEREBY DEDICATE TO PUBLIC USE FOR STREET AND PUBLIC UTILITY PURPOSES, MADISON STREET. WE HEREBY DEDICATED TO THE CITY OF LA QUINTA AN EASEMENT FOR PUBLIC UTILITIES AND FOR RIGHT OF INGRESS AND EGRESS OF SERVICE AND EMERGENCY VEHICLES OVER THOSE AREAS DESIGNATED AS OF LOTS L, M, N. 0,.P AND V (WEISKOPF); R AND S (WINGED FOOT), AND LOT Q AND Z THESE AREAS ARE RETAINED AS PRIVATE STREETS FOR OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT. WE HEREBY OFFER FOR DEDICATION TO THE COACHELLA VALLEY WATER DISTRICT, EASEMENTS FOR DOMESTIC WATER LINE AND SANITATION PURPOSES OVER LOTS L, M, N, 0, P AND V (WEISKOPF); R AND S (WINGED FOOT),A ND LOT Q, DESIGNATED AS "PRIVATE STREET", THE EASEMENTS SO DEDICATED INCLUDE THE RIGHT TO ENTER UPON SAID LANDS, TO SURVEY, CONSTRUCT, RECONSTRUCT, LAY RELAY, MAINTAIN, OPERATE, CONTROL USE AND REMOVE PIPELINES, FIXTURES AND APPURTENANCES, AND TO REMOVE OBJECTS INTERFERING WITH THE CONSTRUCTION, OPERATION AND Page 4 Order No. 2110789 MAINTENANCE THEREOF. WE HEREBY DEDICATED TO THE CITY OF LA QUINTA PUBLIC UTILITY AND LANDSCAPE EASEMENTS AS SHOWN HEREON. WE HEREBY OFFER FOR DEDICATION TO THE IMPERIAL IRRIGATION DISTRICT, AN _....EASEMENT 10 FEET IN WIDTH, ADJACENT TO LOTS L, M., N. O, P, S AND V, AS SHOWN ON SAID MAP FOR THE EXCAVATION, LAY, CONSTRUCTION, INSTALLATION, MAINTENANCE, OPERATION, INSPECTION REPAIR, REPLACEMENT, AND REMOVAL OF ELECTRICAL LINES, WIRES, CABLES, DUCTS, SUPPORT FIXTURES, FACILITIES AND APPURTENANCES, WITH THE RIGHT OF INGRESS AND EGRESS OVER AND WITHIN SAME FOR MAINTENANCE, OPERATION AND EMERGENCY VEHICLES. WE HEREBY RESERVE LOT K FOR GOLF COURSE PURPOSES, LOTS T AND U FOR STREET PURPOSES; AND LOTS A, B, C, D, E, F, G, H, I, J, W, X AND Y FOR OPEN SPACE AND RECREATIONAL PURPOSES FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS AND ASSIGNEES. 17. A DOCUMENT ENTITLED "RESOLUTION 97-42" RECORDED MAY 19, 1998 AS INSTRUMENT NO. 199833 OF OFFICIAL RECORDS. 18. COVENANTS, CONDITIONS AND RESTRICTIONS IN THE DOCUMENT RECORDED AUGUST 31, 1998 AS INSTRUMENT NO. 369258 OF OFFICIAL RECORDS, WHICH PROVIDE THAT A VIOLATION. THEREOF SHALL NOT DEFEAT -OR RENDER INVALID THE LIEN OF ANY FIRST MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN, TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(c), OF THE UNITED STATES CODES. 19. AN OPTION AGREEMENT DATED AUGUST 31, 1998, EXECUTED BY CAPSTONES GOLF WEST LLC, AS OPTIONOR, AND KSL LAND CORPORATION, AS OPTIONEE, AS DISCLOSED BY A DOCUMENT RECORDED AUGUST 31, 1998 AS INSTRUMENT NO. 369259 OF OFFICIAL RECORDS. 20. A DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT", EXECUTED BY AND BETWEEN KSL LAND CORPORATION, A DELAWARE CORPORATION AND CAPSTONES GOLF WEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, RECORDED AUGUST 31, 1998 AS INSTRUMENT NO. 369260 OF OFFICIAL RECORDS. 21. A DEED OF TRUST TO SECURE AN ORIGINAL INDEBTEDNESS OF $32,800,000.00, AND ANY OTHER AMOUNTS OR OBLIGATIONS SECURED THEREBY, RECORDED AUGUST 31, 1998 AS INSTRUMENT NO. 369261 OF OFFICIAL RECORDS. DATED: AUGUST 21, 1998. TRUSTOR: CAPSTONES GOLF WEST LLC, A DELAWARE LIMITED LIABILITY COMPANY. TRUSTEE: FIDELITY NATIONAL TITLE COMPANY, A CALIFORNIA CORPORATION. BENEFICIARY: INDYMAC MORTGAGE HOLDINGS, INC., A DELAWARE CORPORATION. Page 5 Order No. 2110789 NO KNOWN MATTERS OTHERWISE APPROPRIATE TO BE SHOWN HAVE BEEN DELETED FROM THIS REPORT, WHICH IS NOT A POLICY OF TITLE INSURANCE BUT A REPORT TO FACILITATE THE ISSUANCE OF A POLICY OF TITLE INSURANCE. FOR PURPOSE OF POLICY ISSUANCE, NO ITEMS MAY BE ELIMINATED ON THE BASIS OF AN INDEMNITY AGREEMENT OR OTHER AGREEMENT SATISFACTORY TO THE COMPANY AS INSURER. NOTE: THE FORM OF POLICY OF TITLE INSURANCE CONTEMPLATED BY THIS REPORT IS: TO BE DETERMINED EFFECTIVE DECEMBER 16, 1996 AT 6:00 A.M., THE WIRING INSTRUCTIONS FOR FIRST AMERICAN TITLE INSURANCE COMPANY RIVERSIDE OFFICE ONLY: UNION BANK OF CALIFORNIA MONTEREY PARK, CALIFORNIA ABA 122000496 CREDIT TO FIRST AMERICAN TITLE INSURANCE COMPANY DEMAND ACCOUNT ACCOUNT NO. 9120049396 UNION BANK OF CALIFORNIA 1980 SATURN STREET MONTEREY PARK, CALIFORNIA 91755 WHEN WIRING, PLEASE REFERENCE OUR TITLE ORDER NUMBER AND THE TITLE OFFICERS NAME. PLEASE WIRE THE DAY BEFORE RECORDING. PLEASE NOTIFY THE TITLE OFFICER OF YOUR INTENT TO WIRE. NOTE: COPIES OF THIS PRELIM WERE SENT TO: NOT APPLICABLE PLAT ATTACHED/DAV Page 6 • • MEMORANDUM: Order No. 2110789 THE INFORMATION HEREIN SET FORTH IS SUPPLEMENTAL TO PRELIMINARY REPORT NO. (ABOVE REFERRED TO), AND IS MADE A PART THEREOF, ACCORDING TO THE PUBLIC RECORDS, THERE HAVE BEEN NO DEEDS CONVEYING THE PROPERTY DESCRIBED IN THIS REPORT RECORDED WITHIN A PERIOD OF SIX MONTHS PRIOR TO THE DATE OF THIS REPORT, EXCEPT AS FOLLOWS: NONE Page 7 • • ADDENDUM TO EXHIBIT A LIST OF PRINTED EXCEPTIONS AND EXCLUSIONS (By Policy Type) 11. AMERICAN LAND TITLE ASSOCIATION RESIDENTIAL TITLE INSURANCE POLICY-1987 WITH EAGLE PROTECTION ADDED EXCLUSIONS In addition to the Exceptions in Schedule B, you are not insured against loss, costs, attorneys' fees and expenses resulting from: I . Governmental police power, and the existence or violation of any law or government regulation. This includes building and zoning ordinances and also laws and regulations concerning: ° land use ° land division ° improvements on the land ° environmental protection This exclusion does not apply to_violations or the enforcement of these matters which appear in the public records at Policy Date. This exclusion does not limit the zoning coverage described in items 12c and d, and 13 and 18 of Covered Title Risks. 2. The right to take the land by condemning it, unless: ° a notice of exercising the right appears in the public records on the Policy Date; or ° the taking happened prior to the Policy Date and is binding on you if you bought the land without knowing of the taking. 3. Title Risks: ° that are created, allowed, or agreed to by you; ° that are known to you, but not to us, on the Policy Date - unless they appeared in the public records; ° that result in no loss to you; or ° that first affect your title after the Policy Date -this does not limit the coverage in items 3b, 8, 17 and 19 of Covered Title Risks 4. Failure to pay value for your title. 5. Lack of a right: ° to any land outside the area specifically described and referred to in Item 3 of Schedule A, or ° in streets, alleys, or waterways that touch your land This exclusion does not limit the coverage in Items 5 and 12a of Covered Title Risks. 12. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY - 1992 WITH A.L.T.A. ENDORSEMENT FORM 1 COVERAGE WITH EAGLE PROTECTION ADDED EXCLUSIONS FROM COVERAGE The followitig'tnatters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under insuring provisions 14, 15, 16 and 24 of this policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at Date of Policy. This exclusion does not limit the coverage provided under insuring provisions 14, 15, 16 and 24 of this policy. Rights of eminent domain unless notice of the exercise thereof has been recorded in the Public Records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without Knowledge. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the Insured Claimant; (b) not known to the Company, not recorded in the Public Records at Date of Policy, but known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(this paragraph (d) does not limit the coverage provided under insuring provisions 7, 8, 16, 17, 19, 20, 21, 23, 24 and 25); or (e) resulting in loss or damage which would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the Land is situated. Invalidity or unenforceability of the lien of the Insured Mortgage, or claim thereof, which arises out of the transaction evidenced by the Insured Mortgage and is based upon; (a) usury, except as provided under insuring provision 10 of this policy; or (b) any consumer credit protection or truth in lending law. Taxes or assessments of any taxing or assessment authority which become a lien on the land subsequent to Date of Policy. Any claim, which arises out of the transaction creating the interest of the mortgage insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (a) the transaction creating the interest of the insured mortgage being deemed a fraudulent conveyance or fraudulent transfer; or (b) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (c) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (i) to timely record the instrument of transfer; or (ii) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. Any claim of invalidity, unenforceability or lack of priority of the lien of the Insured Mortgage as to advances or modifications made after the Insured has Knowledge that the vestee shown in Schedule A is no longer the owner of the estate or interest covered by this policy. This exclusion does not limit the coverage provided under insuring provision 7. Lack of priority of the lien of the Insured Mortgage as to each and every advance made after Date of Policy, and all interest charged thereon, over liens, encumbrances and other matters affecting title, the existence of which are Known to the Insured at: (a) The time of the advance; or (b) The time a modification is made to the terms of the insured Mortgage which changes the rate of in charged, if the rate of interest �s greater as a result of the modification than it would have been before the modification. This exclusion does not limit the coverage provided under insuring provision 7. SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses which arise by reason of: Environmental protection liens provided for by the following existing statutes, which liens will have priority over the lien of the Insured Mortgage when they arise: NONE. 13. AMERICAN LAND TITLE ASSOCIATION LOAN POLICY - 1992 WITH EAGLE PROTECTION ADDED WITH REGIONAL EXCEPTIONS When the American Land Title Association policy with EAGLE Protection Added is used as a Standard Coverage Policy and not as an Extended Coverage Policy the exclusions set forth in paragraph 12 above are used and the following exceptions to coverage appear in the policy. SCHEDULE B This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: Part One: I . Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Any facts, rights interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, claims or easement or encumbrances which are not shown by the public records. 4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. 5. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 6. Any lien, or right to a lien, for services, labor or material theretofore or hereafter famished, imposed by law and not shown by the public records. Part Two: 1. Environmental protection liens provided for by the following existing statutes, which liens will have priority over the lien of the Insured Mortgage when they arise: NONE Ent4411a.out TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID : BDRY EXHIBIT "B" BOUNDARY - LOT LINE ADJUSTMENT NO. 99- COURSE BEARING START- 4117 4161 S 89-49-10 W 4162 N 0-10-50 W 4120 S 89-49-10 W CURVE DELTA= 33-01-10 T= 77.508 4163 N 56-48-00 E 4122 N 56-48-00 E CURVE DELTA= 22-47-30 T= 84.353 4164 S 79-35-30 W 4165 S 79-35-30 W CURVE DELTA= 16-10-01 T= 3.551 4166 N 63-25-29 E 4167 N 63-25-29 E CURVE DELTA= 17-58-55 T= 3.244 4168 S 81-24-24 W 4169 S 81-24-24 W CURVE DELTA= 11-16-33 T= 9.823 4170 N 70-07-51 E 4171 N 70-07-51 E CURVE DELTA= 10-37-02 T= 1.905 4172 S 80-44-53 W 4173 S 80-44-53 W CURVE DELTA= 70-56-18 T= 17.456 4174 N 9-48-35 E 4175 N 9-48-35 E CURVE DELTA= 2-27-57 T= 5.725 4079 S 12-16-32 W 4270 N 7-03-41 E 4271 N 7-03-41 E CURVE DELTA= 79-22-21 T= 20.330 4272 S 72-18-40 E 4273 S 72-18-40 E CURVE DELTA= 5-03-50 T= 0.907 4274 N 67-14-50 W 4275 N 67-14-50 W CURVE DELTA= 11-16-33 T= 9.823 4276 S 78-31-23 E 4277 S 78-31-23 E CURVE DELTA= 17-58-55 DISTANCE 67.00 15.00 261.50 R= CH= 261.50 418.50 R= CH= 418.50 25.00 R= CH= 25.00 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= CH= 20.50 24.50 R= CH= 24.50 266.00 R= CH= 266.00 64.72 24.50 R= CH= 24.50 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= 20.500 Page 1 261.500 148.625 418.500 165.380 25.000 7.031 20.500 6.407 99.500 19.550 20.500 3.793 24.500 28.433 266.000 11.447 24.500 31.291 20.500 1.811 99.500 19.550 C O O R D I N A T E S NORTH EAST 4776.491 10234.785 4776.280 10167.786 4791.280 10167.738 4790.456 9906.240 L= 150.702 A=-1072.726 4933.644 10125.054 5162.799 10475.240 L= 166.475 A= 911.451 5087.192 10063.626 5082.675 10039.037 L= 7.054 A= -1.165 5093.860 10061.396 5103.031 10079.730 L= 6.434 A= 1.077 5099.968 10059.460 5085.100 9961.077 L= 19.582 A= -6.276 5118.918 10054.654 5125.885 10073.934 L= 3.799 A= 0.222 5122.589 10053.700 5118.650 10029.519 L= 30.334 A=-87.919 5142.792 10033.693 5404.903 10079.014 L= 11.448 A= 0.470 5144.985 10022.458 5209.214 10030.415 5233.528 10033.426 L= 33.940 A=-120.790 5226.084 10056.768 5219.855 10076.299 L= 1.812 A= 0.024 5227.783 10057.394 5266.265 9965.637 L= 19.582 A= -6.276 5246.468 10063.147 5242.389 10083.238 L= 6.434 Ent4411a.out T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4280 S 76-42-29 E 25.00 5259.018 10067.951 4122 S 76-42-29 E 418.50 5162.799 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.807 10090.215 4124 N 66-55-39 W 281.50 5437.126 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A= -392.025 4282 S 89-20-09 E 281.50 5433.863 10112.714 4384 S 89-56-09 E 100.03 5433.751 10212.744 1562 S 0-10-34 E 185.00 5248.752 10213.312 4160 S 89-56-09 E 20.00 5248.729 10233.312 4116 S 0-10-34 E 216.52 5032.210 10233.978 4117 S 0-10-50 E 255.72 4776.492 10234.784 CLOSURE: S 79-10-40 E 0.002 AREA = 87742.3 SQ. FT. AREA = 2.01429 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTA NEW LOT A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4310 4776.397 10204.786 4309 N 0-10-50 W 15.00 4791.397 10204.738 4120 S 89-49-10 W 298.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A=-1397.765 4308 N 56-48-00 E 298.50 4953.904 10156.014 4122 N 56-48-00 E 381.50 5162.799 10475.240 CURVE DELTA= 18-32-17 R= 381.500 L= 123.434 T= 62.261 CH= 122.897 A= 408.657 1774 S 75-20-17 W 381.50 5066.236 10106.163 1775 N 75-20-17 E 24.50 5072.437 10129.865 CURVE DELTA= 14-43-21 R= 24.500 L= 6.295 T= 3.165 CH= 6.278 A= 0.846 1779 N 89-56-22 W 24.50 5072.463 10105.365 1780 S 76-58-00 E 14.64 5069.161 10119.628 1781 N 13-02-00 E 8.00 5076.955 10121.432 1782 S 76-58-00 E 8.00 5075.151 10129.226 1783 N 13-02-00 E 8.00 5082.945 10131.030 1784 S 76-58-00 E 36.00 5074.826 10166.103 1785 S 13-02-00 W 8.00 5067.032 10164.298 1786 S 76-58-00 E 8.00 5065.228 10172.092 1787 S 13-02-00 W 8.00 5057.434 10170.288 1788 S 13-02-00 W 52.00 5006.774 10158.561 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= 495.707 1789 N 89-49-10 E 52.00 5006.938 10210.561 1790 N 89-49-10 E 8.00 5006.963 10218.561 Page 2 Ent4411a.out 1791 S 0-10-50 E 8.00 4998.963 10218.586 1792 N 89-49-10 E 9.00 4998.991 10227.586 1793 S 0-10-50 E 11.69 4987.301 10227.623 1794 S 89-49-10 W 200.00 4986.671 10027.624 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= 20.676 1795 S 79-38-50 E 200.00 4950.729 10224.368 1796 S 79-38-50 E 840.00 4799.774 11050.693 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A= -364.731 1797 S 89-49-10 W 840.00 4797.127 10210.697 1798 N 89-49-10 E 1160.00 4800.783 11370.691 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= -0.638 1799 S 88-47-47 W 1160.00 4776.416 10210.947 4310 S 89-49-10 W 6.16 4776.397 10204.787 CLOSURE: S 82-00-43 W 0.001 AREA = 14232.5 SQ. FT. AREA = 0.32673 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTB NEW LOT B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1799 4776.416 10210.946 1798 N 88-47-47 E 1160.00 4800.782 11370.690 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= 0.638 1797 S 89-49-10 W 1160.00 4797.127 10210.695 1796 N 89-49-10 E 840.00 4799.774 11050.691 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A= 364.731 1795 N 79-38-50 W 840.00 4950.729 10224.366 1794 N 79-38-50 W 200.00 4986.671 10027.622 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= -20.676 1793 N 89-49-10 E 200.00 4987.301 10227.621 1792 N 0-10-50 W 11.69 4998.991 10227.585 1791 S 89-49-10 W 9.00 4998.963 10218.585 1790 N 0-10-50 W 8.00 5006.963 10218.559 1789 S 89-49-10 W 8.00 5006.937 10210.559 1788 S 89-49-10 W 52.00 5006.774 10158.560 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= -495.707 1787 N 13-02-00 E 52.00 5057.434 10170.287 1786 N 13-02-00 E 8.00 5065.228 10172.091 1785 N 76-58-00 W 8.00 5067.032 10164.297 1784 N 13-02-00 E 8.00 5074.826 10166.101 1783 N 76-58-00 W 36.00 5082.945 10131.028 1782 S 13-02-00 W 8.00 5075.151 10129.224 1781 N 76-58-00 W 8.00 5076.955 10121.430 1780 S 13-02-00 W 8.00 5069.161 10119.626 1779 N 76-58-00 W 14.64 5072.463 10105.363 1775 S 89-56-22 E 24.50 5072.437 10129.863 Page 3 • • Ent4411a.out CURVE DELTA= 102-58-22 R= 24.500 L= 44.032 T= 30.786 CH= 38.341 A= 246.924 1776 N 13-02-00 E 24.50 5096.305 10135.389 1777 S 76-58-00 E 85.54 5077.015 10218.725 1778 S 24-24-25 E 36.83 5043.476 10233.944 4116 S 0-10-34 E 11.27 5032.206 10233.978 4117 S 0-10-50 E 255.72 4776.487 10234.784 1799 S 89-49-10 W 23.84 4776.412 10210.944 CLOSURE: N 17-24-06 E 0.004 AREA = 7987.6 SQ. FT. AREA = 0.18337 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTC NEW LOT C C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4160 5248.728 10233.314 1755 S 0-10-34 E 24.47 5224.258 10233.389 1756 S 42-25-21 W 45.63 5190.574 10202.607 1757 N 76-58-00 W 84.99 5209.741 10119.807 1758 N 13-02-00 E 24.50 5233.610 10125.332 CURVE DELTA= 88-24-26 R= 24.500 L= 37.803 T= 23.828 CH= 34.163 A= 163.083 1759 N 78-33-34 W 24.50 5238.470 10101.31.9 4122 S 78-33-34 E 381.50 5162.799 10475.239 CURVE DELTA= 0-55-43 R= 381.500 L= 6.183 T= 3.092 CH= 6.183 A= 0.052 1773 N 77-37-51 W 381.50 5244.520 10102.594 1772 S 76-58-00 E 10.21 5242.217 10112.541 1771 S 13-02-00 W 8.00 5234.423 10110.737 1770 S 76-58-00 E 8.00 5232.619 10118.531 1769 S 13-02-00 W 8.00 5224.825 10116.727 1768 S 76-58-00 E 51.50 5213.211 10166.900 1767 N 13-02-00 E 8.00 5221.005 10168.704' 1766 S 76-58-00 E 8.00 5219.201 10176.498 1765 N 13-02-00 E 8.00 5226.995 10178.302 1764 S 76-58-00 E 11.50 5224.401 10189.506 1763 N 13-02-00 E 17.00 5240.963 10193.340 CURVE DELTA= 103-12-34 R= 17.000 L= 30.623 T= 21.452 CH= 26.647 A= -119.618 1762 N 89-49-26 E 17.00 5241.016 10210.340 1761 N 89-49-26 E 8.00 5241.040 10218.340 1760 N 0-10-34 W 7.70 5248.740 10218.316 4160 S 89-56-09 E 15.00 5248.723 10233.316 CLOSURE: N 26-36-15 W 0.005 AREA = 3194.7 SQ. FT. AREA = 0.07334 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTD NEW LOT D Page 4 C Ent4411a.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1760 5248.745 10218.314 1761 S 0-10-34 E 7.70 5241.045 10218.337 1762 S 89-49-26 W 8.00 5241.020 10210.338 1763 S 89-49-26 W 17.00 5240.968 10193.338 CURVE DELTA= 103-12-34 R= 17.000 L= 30.623 T= 21.452 CH= 26.647 A= 119.618 1764 S 13-02-00 W 17.00 5224.406 10189.504 1765 N 76-58-00 W 11.50 5226.999 10178.300 1766 S 13-02-00 W 8.00 5219.205 10176.496 1767 N 76-58-00 W 8.00 5221.010 10168.702 1768 S 13-02-00 W 8.00 5213.216 10166.898 1769 N 76-58-00 W 51.50 5224.830 10116.725 1770 N 13-02-00 E 8.00 5232.624 10118.529 1771 N 76-58-00 W 8.00 5234.428 10110.735 1772 N 13-02-00 E 8.00 5242.222 10112.539 1773 N 76-58-00 W 10.21 5244.524 10102.592 4122 S 77-37-51 E 381.50 5162.803 10475.236 CURVE DELTA= 10-42-12 R= 381.500 L= 71.267 T= 35.738 CH= 71.164 A= 78.929 4286 N 66-55-39 W 381.50 5312.312 10124.253 4124 N 66-55-39 W 318.50 5437.130 9831.230 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= -506.528 4285 S 89-24-20 E 318.50 5433.826 10149.713 4384 S 89-56-09 E 63.03 5433.755 10212.742 1562 S 0-10-34 E 185.00 5248.756 10213.311 1760 S 89-56-09 E 5.00 5248.751 10218.311 CLOSURE: S 25-05-52 E 0.006 AREA = 17804.8 SQ. FT. AREA = 0.40874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTQ NEW LOT Q C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1778 5043.474 10233.945 1777 N 24-24-25 W 36.83 5077.013 10218.726 1776 N 76-58-00 W 85.54 5096.304 10135.390 1775 S 13-02-00 W 24.50 5072.435 10129.865 CURVE DELTA= 117-41-43 R= 24.500 L= 50.327 T= 40.530 CH= 41.934 A= -350.768 1774 S 75-20-17 W 24.50 5066.233 10106.162 4122 N 75-20-17 E 381.50 5162.797 10475.239 CURVE DELTA= 26-06-09 R= 381.500 L= 173.802 T= 88.436 CH= 172.303 A= 1134.954 1759 N 78-33-34 W 381.50 5238.468 10101.319 1758 S 78-33-34 E 24.50 5233.608 10125.333 CURVE DELTA= 88-24-26 R= 24.500 L= 37.803 T= 23.828 CH= 34.163 A= -163.083 1757 S 13-02-00 W 24.50 5209.739 10119.807 1756 S 76-58-00 E 84.99 5190.573 10202.608 Page 5 Ent4411a.out 1755 N 42-25-21 E 45.63 5224.256 10233.390 1778 S 0-10-34 E 180.78 5043.477 10233.945 CLOSURE: S 5-54-40 W 0.003 AREA = 16544.6 SQ. FT. AREA = 0.37981 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTR NEW LOT R C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4272 5226.083 10056.768 4273 S 72-18-40 E 20.50 5219.854 10076.299 CURVE DELTA= 5-03-50 R= 20.500 L= 1.812 T= 0.907 CH= 1.811 A= 0.024 4274 N 67-14-50 W 20.50 5227.782 10057.394 4275 N 67-14-50 W 99.50 5266.264 9965.637 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4276 S 78-31-23 E 99.50 5246.467 10063.147 4277 S 78-31-23 E 20.50 5242.388 10083.237 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165' 4280 S 76-42-29 E 25.00 5259.017 10067.950 4122 S 76-42-29 E 418.50 5162.798 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.806 10090.215 4124 N 66-55-39 W 281.50 5437.125 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A= -392.025 4282 S 89-20-09 E 281.50 5433.862 10112.714 4285 S 89-56-09 E 37.00 5433.821 10149.714 4124 N 89-24-20 W 318.50 5437.125 9831.231 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= 506.528 4286 S 66-55-39 E 318.50 5312.306 10124.254 4122 S 66-55-39 E 381.50 5162.798 10475.238 CURVE DELTA= 14-54-15 R= 381.500 L= 99.238 T= 49.901 CH= 98.959 A= -212.762 1719 N 81-49-54 W 381.50 5217.002 10097.608 4272 N 77-28-00 W 41.84 5226.082 10056.765 CLOSURE: N 74-23-33 E 0.003 AREA = 8221.3 SQ. FT. AREA = 0.18874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTS Page 6 Ent4411a.out NEW LOT S C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4161 4776.280 10167.786 4162 N 0-10-50 W 15.00 4791.280 10167.738 4120 S 89-49-10 W 261.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 261.500 L= 150.702 T= 77.508 CH= 148.625 A=-1072.726 4163 N 56-48-00 E 261.50 4933.644 10125.054 4122 N 56-48-00 E 418.50 5162.799 10475.240 CURVE DELTA= 22-47-30 R= 418.500 L= 166.475 T= 84.353 CH= 165.380 A= 911.451 4164 S 79-35-30 W 418.50 5087.192 10063.626 4165 S 79-35-30 W 25.00 5082.675 10039.037 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4166 N 63-25-29 E 25.00 5093.860 10061.396 4167 N 63-25-29 E 20.50 5103.031 10079.730 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4168 S 81-24-24 W 20.50 5099.968 10059.460 4169 S 81-24-24 W 99.50 5085.100 9961.077 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4170 N 70-07-51 E 99.50 5118.918 10054.654 4171 N 70-07-51 E 20.50 5125.885 10073.934 CURVE DELTA= 10-37-02 R= 20.500 L= 3.799 T= 1.905 CH= 3.793 A= 0.222 4172 S 80-44-53 W 20.50 5122.589 10053.700 4173 S 80-44-53 W 24.50 5118.650 10029.51.9 CURVE DELTA= 70-56-18 R= 24.500 L= 30.334 T= 17.456 CH= 28.433 A= -87.919 4174 N 9-48-35 E 24.50 5142.792 10033.693 4175 N 9-48-35 E 266.00 5404.903 10079.014 CURVE DELTA= 2-27-57 R= 266.000 L- 11.448 T= 5.725 CH= 11.447 A= 0.470 4079 S 12-16-32 W 266.00 5144.985 10022.458 4270 N 7-03-41 E 64.72 5209.214 10030.415 4271 N 7-03-41 E 24.50 5233.528 10033.426 CURVE DELTA= 79-22-21 R= 24.500 L= 33.940 T= 20.330 CH= 31.291 A= -120.790 4272 S 72-18-40 E 24.50 5226.084 10056.768 1719 S 77-28-00 E 41.84 5217.004 10097.611. 4122 S 81-49-54 E 381.50 5162.800 10475.241 CURVE DELTA= 41-22-06 R= 381.500 L= 275.448 T= 144.036 CH= 269.504 A=-4447.512 4308 S 56-48-00 W 381.50 4953.904 10156.015 4120 S 56-48-00 W 298.50 4790.457 9906.241 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A= 1397.765 4309 N 89-49-10 E 298.50 4791.397 10204.739 4310 S 0-10-50 E 15.00 4776.398 10204.787 4161 S 89-49-10 W 37.00 4776.281 10167.787 CLOSURE: S 57-15-50 W 0.001 AREA = 19758.4 SQ. FT. AREA = 0.45359 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 Page 7 Ent4411a.out COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 87742.3 SQ.FT. TOTAL LOT AREA = 87743.8 SQ.FT. 2.01429 ACRES 2.01432 ACRES LOT ACREAGE PAGE TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID LOT NO. ACRES (SQ. FEET) BDRY LOTA 0.327 14232.5 BDRY LOTB 0.183 7987.6 BDRY LOTC 0.073 3194.7 BDRY LOTD 0.409 17804.8 BDRY LOTQ 0.380 16544.6 BDRY LOTR 0.189 8221.3 BDRY LOTS 0.454 19758.4 Traverse Analysis and Checking (PTRAV) TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 TRACT NO.: DATE: 2/20/99 TIME: 12:19 POINT FILE: 1921 POINTS= 5000 DIRECTORY PATH: DATA FILE: ENT44LLA.P ******************** Page 8 1+ RECORDING REQUESTED BY • AND WHEN RECORDED MAIL TO: KSL LAND CORPORATION 56-140 PGA Blvd. La Quinta, CA 92253 Atten: Legal Department MAIL TAX STATEMENTS TO Same as above c-o---p--y— Document Recor .ed �a'r on JAN 2 6 as No. Has not been compared with original. RIVERSIDE COUNTY RECORDER above this line for Recorder's Use Computed on the full value of the interest or property conveyed, or is Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale. KSL LAND CORPORATION, a Delaware corporation, and CAPSTONES GOLF WEST LLC, a Delaware limited liability company, as owners of the follow 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 ACCEPT AND AGREE TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE ADJUSTMENT NO. 99-302 AS 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." I Dated: Dated: t9.4. Jc 1 KSL LAND CORPORATION, a Delaware corporation LARK E. ICHL President CAPSTONES GOLF WEST LLC, a Delaware limited liability company ALEX F. ZIKAKIS, M aging Member Prop.pgaw.capstone.LLA99-302 STATE OF CALIFORNIA ) ) ss COUNTY OF RIVERSIDE ) On -j aK • b a , before me, BARBARA LARSH, a Notary Public in and for said State, personally appeared LARRY E. LICHLITER, personally 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. potary�PAublic in and or Said State STATE OF CALIFORNIA ) , -11 Di a ) ss COUNTY OF RJW) BARBARA LARSH Commission t 1120M ?ktwy Pubifo—Cam Riverside County my Comm. Expinn Dec 22.2000 On -1 r► Q q , 1999, before me, SSAC4 4 a Notary Public in and for said State, personally ��_ << personally known to me, to be the person appeared''A�yF. �'�5" his whose name is subscribed to the within instrument and acknowledged to me that he executed the same in s authorized capacity, uted the instrument. and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, exec um WITNESS my hand and official seal. av SUSAN LIMi1lEY Corivft M 10l M My commFgft Fab 9.MM ary P otublic in and for Said State Prop.pgaw.capstone. LLA99-302 EXHIBIT "A" LOT LINE ADJUSTMENT 99-302 LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89049'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444; THENCE NORTH 0010'50" WEST, ALONG SAID EASTERLY LINE, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18032'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 75020'17" EAST; THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76058'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13°02'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'23", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B PORTIONTHAT F LOTS A 57 THROUGH 62OFF MAPS, SHOWN RECORDS OFRIVERS CT NO. 28444 AS FILED IN OPAGESOK 271, DE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °01'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A PAGE 1 OF 5 GA44600\LEGALS\LL99-302.D0C 05/11 /99 PLANNING DEPARTMENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79038'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH.A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET, THENCE NORTH 0°10'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 8904910" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76°47'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 102058'22", AN ARC LENGTH OF 44.03 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0110'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 001 0'34"WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42°25'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 3.39 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031'31", AN ARC LENGTH OF 35.14 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67029'31" EAST; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 24.47 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.075 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 G:444600\LEGALS\L.L99-302.D0C 05/11/99 PLANNING DEPARTMENT LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0°10'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67°29'31" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031,31", AN ARC LENGTH OF 35.14 FEET; THENCE NORTH 76058'00" WEST, 3.39 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.407 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE .OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0°10'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 ' FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 781,33'34" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 GA4460MLEGALSIL99-302.DOC 05/11/99 PLANNING DEPARTMENT • 0 LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING, OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11°16'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78°31'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60032'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16.10,01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76042,29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16°10'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 GA44600\LEGALS1LL99-302.D0C 05111 /99 PLANNING DEPARTMENT SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A. RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°37'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80°44'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048'35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7°03'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77028'00" EAST, 41.84 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50 EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. p, LAND `SG PREPARED BY: Off`' ��5 J. & CL U LS. 6588 S, ►r 99 Exp. 12-31-99 CHRIS J. BERGH .L.S. 65 DATE EXP. 12/31 /99 Tj OF C.AO APPRO DLITY DEVELOPMENT DEPT DATEz600 BY. EXHIBIT 9-3ay CASE NO. PAGE 5 OF 5 GA4460MLEGALSIL99-302.DOC 05/11 /99 LEGEND -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE J J 41 OLD LOT NO. LOT 4 NEW LOT NO. TRACT NO. 28444 LAJ. ND L.S. 6588 * Exp. 12-31-99 *� a 1-� 0 TRACT NO. 28444 j\A.R. 271 / -57-62 EXHIBIT OB" LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C, D. Q, R. & S OF TRACT NO. 28444, M.B. 271 /57-62 rL . &At jmi49 CHRIS J. BERM,P16.6588 DATE EXP. 12/31/99 IMDS CONSUL T/NG MORSE OOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 Lo Ouinta, CA 92253 FAX 771-4073 MDSE-MA,L q mdela uintoOmdu onsMn .net 9 SHEET 1 OF 3 SCALE 1 " =100' NOCn Z Lu d - X 4 < M LLJ LOT LINE ADJUSTMENT N0. 99-302 CITY OF LA QUINTA RLE• 1.•1446001 5-11-99 LEGEND - - - - - - - EXISTING LOT LINE TO BE OSTE'D EXISTING LOT LINE TO REMAIN NEW LOT LINE L J T 4 OLD LOT NO. LOT 4 NEW LOT NO. -1� RAD N LOT R N 89'56'09'W 743.27' � I TRACT NO. 20444 � �V, M, 2 7 J/ 57-•0 2 Q LOT r -co. 34 N RAD-pRC 6 4229•W IV , RAD-PRC N 78'31'23'6, III EXHI"B SHEET 2 OF 3 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 N 89.24'201W RAD 0 LOT D 0,407 AC, D. LOT O 41 LOT R 66SSR� i ------ 31 ti �Z W I ;4 ^ 3 ill � v o 77� I I I I ,N p. LOT C p9i,, R4�1 5 00 -� i1'W 24 N 0' 10' �4{W 7.70'� �c N 81- _-147 49 51 111 ',0 uu'V 22 51.50' I 21 u N 7 RAD , LOT C z`' ' rq N 7CL,6'58'00' I 0.075 ACAM 84.99' 1-Oo MO7Sp It� h LOT QZo SK------ uj �F- `r ©/a O 3J zo / LOT, Q c D-PRC RA 44'53'E _ 4 80• -��! -1 E 8 �, ,,� 0.3801 AC, S N _ �%S�•E RPM PR �p•0� �1N � 3 h 1 ., N 81'24'24'E RAD-PRC 2 1 0 N I I 11 S8 00'W L - - -, LOT �$.5�1 8554' RPO Q� LOT S� LOT A LOT B -N 79 35'30'E Or45 AC. 0.183 9 ACr 6 y, RAD-?RC 32 LOT A TRACT No, 28,44 1a•5\ 0.327 AC. 1\ 11 271 / �7-62 1 SEE SHEET 3 CONSUL T/NC, MORSE OOKICH SCHULTZ MDSmoo 79-799 0Ai Awnw 52 (760) 771-4013 La Ouinta. CA 92253 FAX 771-4073 E-M,,L md.loquintoOmdaeonwlting.rrot PUNNING ENGINEERING SURVEYING LOT D CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7.05' 3,55' 2 17'58'55' 20.50' 6.43' 3.24' 3 11'16'33' 99,50' 19,58' 9.82' 4 10'37'02' 20.50' 3.80' 1.90' 5 70'56'18' 24.50' 3033' 17.46' 6 2'27'57' 266.00' 11.45' 5.72' 7 79.22'21' 24.50' 33.94' 20.33' 8 5'03'50' 20.50' 1.81' 0.91, 9 9'46'50' 418.50' 71.44' 35.81' 10 88'24'26' 24,50' 37.80' 23.83' 11 117'41'43' 24,50' 50.33' 40.53' 12 80'31'31' 25.00' 35.14' 21.17' 13 0.55'43' 381,50' 6.18' 3.09' COURSE TABLE SCALE 1" =50' 9'W - 00' EP PR�M�N ` r C & Q �NN\NGO 4 75.00' N 89'56'0 55' NO BEARING. DIST. 21 N 13'02'00`E 8.00' 22 N 76'S8'00'W 8.00' 23 N 89'49'26'E RAD 8.00' 24 N 76'S8'00'W 3.39' cxioTO.0 SG�G QSPl JLA� Cu rX L ct1 a U = 30 n, L d R, LS. 6588 * 3 W Exp. 12-31-99 Z Z O PREPARED UNDER THE SUPERVISION OF: N CHRIS J. BER . P.LS. "8DA EXP. 12/31/99 M r LOT LINE ADJUS' MEM >' N0. 99-302 o In o N CITY OF LA QUINTA z f 55 Z ;i SEE SHEET 317LE.• %•144600I MPP/NGI LL99-3021 L1A-02.OWG 5-11-99 LEGEND - - - - - - - EXISTING LOT LINE TO BE ASTED EXISTING LOT LINE TO REMAU4 NEW LOT LINE LOT it OLD LOT NO. LOT 4 NEW LOT NO. EXHIBP"B SHEET 3 OF 3 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C, D, Q, R. & S OF TRACT NO. 28444, M.B. 271 /57-62 1 SEE SHEET 2 OT Q i I � � I C/L ,WEB$ Ln 31 h KOPF m N f= ' LOT; Q d 0.3801 AC. ki o t�P� 2529'�i g. t " J 2 N 76. 1 58 w L 1 a •5 12 13 14 RAD-PRC 1t 89RAD82,w� n1k �� 6 _ tp 011E N Rp�-pCC 32 `c i r"I.fl 15 d � LOT A LJ T S A 0\ O� TRACT ND. 28 44 211 1 -57-62 33 �LOI CURVE TABLE 0.45 NO DELTA RADIUS ARC LGT TAN 1 16010'01' 25.00' 7.05' 3.55' 2 117'41'43' 24,50' 50,33' 40.53' 3 1'01'23' 1160.00' 20.71' 10,36' 4 10'32'00' 200.00' 36.77' 18.44' 5 76647'10' 52,00' 69.69' 41.20' 6 14'43'21' 24.50' 6.30' 3,17' 7 102'58'22' 24.50' 44,03' 30.79' L CIT J N 0' 10' 50" 15, 00' LJ J J I 8Sg9. LOi B y �, 813 AC. y LOTA` 0.327 AC. 55' 1618 55' H Ld W F- J U y r o 0 19 (12 1 P'8.518.5 0 � ��55' � zJ1 3'N 88 47'47'E N 89'49'10'E 243.70' MDSMvs CONSUL riNG MORSE OOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 La Ouinta. CA 92253 FAX 771-4073 E—MAIL mdelaquwdaOmdwmwlVng.net PLANNING ENGINEERING SURVEYING SCALE 1" =50' COURSE TABLE NO BEARING DIST, 11 N 13'02'00'E 8.00, 12 N 76.58'00'W 8.00, 13 N 76'58'00'W 14.64' 14 N 76'58'00'W 36,00' 15 N 13'02'00'E RAD 8.00' 16 N 89'49'10'E RAD 8.00' 17 N 0'10'50'W 8.00, 18 N 89'49'10'E 9.00, 19 N 0'10'50'W 11.69' Ln \��P� LANV S 3 `� \� J. 6F GAG b L.S. 6588 Z * Exp. 12-31-99 ��qTF O)r CAQE���Q PREPARED UNDER THE SUPERVISION OF: S Il9 CHRIS J. 8 , Pl"S. 88 DATE EXP. 12/31 /99 NG Ve? PRJMEN p�NN1 LOT LINE ADJUSTS K NO. 99-302 CITY OF LA QUINTA RLE: l.•I ,"6001 WPIAVI LL99-JO21 LLA-OJ.OWC 5-11-99 P.O. Box 1504 78-495 CALLETAMPICO LA. QUINTA, CALIFORNIA 92253 January 10, 2000 Ms. Barbara Larsh, Manager of Real Estate Contracts KSL Recreation Corporation 55-880 PGA Boulevard La Quinta, California 92253 SUBJECT: LOT LINE ADJUSTMENT 99-302 Dear Ms. Larsh: (760) 777-7000 (TDD) (760) 777-1227 The Community Development Department has approved LLA 99-302 for recordation. Enclosed is the approved information for this application. Once recorded, please send a copy of the material to our office for filing. Enclosed is a letter addressed to the County Recorder stating that LLA 99-302 can be recorded. The City has approved this adjustment based on zoning compliance and correctness of the metes and bounds legal descriptions. Any potential conflicts with utility easements should be investigated by the developer at the earliest opportunity. By execution of this approval, the applicant and/or property owner agrees to indemnify, defend, and hold harmless the City of La Quinta from any legal claim or ligation arising out of the City's approval of this lot line adjustment. Should you have any questions, please contact me at (760) 777-7067. 0 Sincerely, DEVELOPMENT DIRECTOR Planner GT. Enclosures c: Community Development Director LLA 99-310 - 36 ��� P.O. Box i504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 January 10, 2000 County Recorder County of Riverside P.O. Box 751 Riverside, California 92502-0751 SUBJECT: RECORDING OF LOT LINE ADJUSTMENT 99-302 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) 777-7067. Very truly yours, Y HERMAN IWd4ITY DEVELOPMENT DIRECTOR V-*— ` ;DELL GT. LTLLA302 County- 36 ErW*' • RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: • KSL LAND CORPORATION 56-140 PGA Blvd. La Quinta, CA 92253 Atten: Legal Department MAIL TAX STATEMENTS TO Same as above THE UNDERSIGNED GRANTOR DECLARES: Documentary Transfer Tax is $ -0- above this line for Recorder's Use APN: et al, TRA: 020-025 Computed on the full value of the interest or property conveyed, or is Computed on the full value less the value of liens or encumbrances remaining thereon at the time of sale. KSL LAND CORPORATION, a Delaware corporation, and CAPSTONES GOLF WEST LLC, a Delaware limited liability company, as owners of the follow described real property in the County of Riverside, State of California: SEE EXEMITS "A" and "B" ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE "HEREBY ACCEPT AND AGREE TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO LOT LINE ADJUSTMENT NO. 99-302 AS 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." 1 Dated: Dated: KSL LAND CORPORATION, a Delaware corporation 4LEI.C4BLpresident CAPSTONES GOLF WEST LLC, a Delaware limited liability company ALEX F. ZIKAKIS, M aging Member Prop.pgaw.capstone.0 A99-302 STATE OF CALIFORNIA ) ) ss COUNTY OF RIVERSIDE ) On Q ti • b !,, before me, BARBARA LARSH, a Notary Public in and for said State, personally appeared LARRY E. LICHLITER, personally 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. otary Public in and or Said State STATE OF CALIFORNIA ) Sctn Di ego ) ss COUNTY OF PAVE -ROW ) BARBARA LAW commhNarr 01'"" noon► Wft—c w wme Over"� my Corns. EVku Dw 9, ww On -L e— 4 , 1999, before me, a Notary Public in and for said State, personally appeared a � aL— E. z" `c , personally 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. BUiAM4%%Kff Co11B1�1 � uj"' I@ My Cwmbow fib 'FAM — IK— — — — — — — otary &ublicn and for Said State (7 L Prop.pgaw.capstone.LLA99-302 • EXHIBIT "A" LOT LINE ADJUSTMENT 99-302 LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89°49'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444; THENCE NORTH 0010'50" WEST, ALONG SAID EASTERLY LINE, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18032'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 75020'17" EAST; THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76°58'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 °01'23", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A PAGE 1 OF 5 GA"60MLEGAMLL99-302.DOC 05/11 /99 PLANNING DEPARTMENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89°49'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79°38'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET, THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89°49'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 102058'22", AN ARC LENGTH OF 44.03 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42025'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 3.39 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031'31', AN ARC LENGTH OF 35.14 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67029'31' EAST; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 24.47 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.075 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 GA4460MLEGAML.L99-302.DOC 05/11 /99 PLANNING DEPARTMENT LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0010'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67-29-31" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031'31", AN ARC LENGTH OF 35.14 FEET; THENCE NORTH 76058'00" WEST, 3.39 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13°02'00" WEST, 8.00 FEET; THENCE NORTH 76058'00' WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.407 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 001 0'34"WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09', AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78033'34" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 GA4460011_EGALS\LL99-302.D0C 05/11 /99 PLANNING DEPARTMENT LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID -POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78031'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60°32'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76°42'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9°46'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 GA4460MLEGAMLL99-302.DOC 05/11/99 PLANNING DEPARTMENT 0 10 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81 °24'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048'35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027,57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7003'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21 ", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77028'00" EAST, 41.84 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED BY: Q Sill 99 CHRIS J. BERG L.S. 65 DATE EXP. 12/31 /99 PAGE 5OF5 LANp SG o�c, i U X L" "88 k�_bp.-31 TF OF12 APPRO D MMIINITY DEVELOPMENT DEPT SATE BY. - EXHIBIT L 9,36z CASE NO. G A4460MLEGAML L99-302. DOC 05/11 /99 LEGEND -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN -- NEW LOT LINE L J T if OLD LOT NO. LOT 4 NEW LOT NO. TRACT NO. 28444 MB, 271 / -57-1;2 LANp�J. � F G� -4 U E L.S. 6588 * Exp. 12-31-99 F Q` CAQF���Q 34 TRACT NO, 28444 JMS, 271 / 57-62 EXHIBIT 4B $0 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C. D. 0, R. & S OF TRACT NO. 28444. M.B. 271 /57-62 B s��q9 CHRIS J. BER P.L 6588 DATE EXP. 12/31 /99 NOs ICONSuL r/NO NLA!iMORSE OOKICH SCHULTZ 79-799 OM Manus 52 (750) 771-4013 La OuinW, CA 92253 FAX 771-4073 E-MAIL mdslaqu4nW6mdwonsuRinq.nst PUNNING ENGINEERING SURVEYING SHEET 1 OF 3 i SCALE 1 " =100' f- a c � z c� MI 1 LAJ O Lu lP I z � O P-10wml o mLAJ z x Q m w U LOT LINE ADJUSTMENT N0. 99-302 CITY OF LA QUINTA f1LE• 1.•106WI ANMMI 5-11-99 LEGEND - - - - - - - EXISTING LOT LINE TO BESTED EXISTING LOT LINE TO REMAIN -- NEW LOT LINE L D T 4 OLD LOT NO. LOT 4 NEW LOT NO, f—� N 89'56'09'W 743,27' _RAD N 89'20'09'W SHEET 2 OF 3 EXHII' "B" LOT LINE ADJUSTMENT NO. 99-302 LOTS A. B, C. D, Q, R. & S OF TRACT NO. 28444, M.B. 271 /57-62 I.O. B. - -- - - N 89'24'20'W LDT R o j RAD Cc / TRACT NO. 20444 � 1; I MS. 2/1 / ci . 57-62 .� � LOT D LOT r o 0.407 AC. 34 ` 8•S, LOT O 18\s �RA�p ------ LOT R �66SS g. RAD-p _N 76•g2�g,w 9I ,� 3 N 4'ql A 60, 'PC � �' o ^1� '� .4' R8 �� h' 6�. I LOT C N 3 PRCRA�w W N 6 R� p I 5, 00' 21 �' _ N 77_3 151'W 0' 1W 70IN �'RSA3►u 41.84' tN 113�l 1 0 Lo 3 0 0 014 LOT D CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7.05' 3,55' 2 17'58'55' 20,50' 6.43' 3,24' 3 11016'33' 99,50' 19.58' 9.82' 4 10'37'02' 20.50' 3.80' 1.90, 5 70'56'18' 24.50' 30.33' 17.46' 6 2'27'57' 266A0' 11.45' 5.72' 7 79'22'21' 24,50' 33,94' 20,33' 8 5'03'50' 20.50' 181, 0,91, 9 9'46'50' 418.50' 71,44' 35,81' 10 88'24'26' 24,50' 37.80' 23.83' 11 117.41'43' 24.50' 50.33' 40.53' 12 80'31'31' 25A0' 35,14' 21.17' 13 0'55'43' 381,50' 6.18' 3.09' SCALE 1" =50' 75.00' - N 89'56'09'W 0' 15,00' v 55' 'TL N BRAD vV w 'S4•W. �� vu w I 22 SL50' 21 I �\ 7 \Lu LOT C N 76'S8'00'w I 0.075 tiLOTSoo �a I� LOT Qh ' --- EIS opF�------Lo 5 31 Z ;n 3; LOTS Q o RAD PRC � 80 44 53 E _ 4 J —�p I M' 0.3801 AC. a N ( Rp� P N �p•0��51 3 tPN. I V �6 N 1 1 w Z N 81'24'24'E RAD-PRC 2 1 o N 76. t l 58'00'w L-- -, LO T R 8554 fo�'� e� LOT S� LOT A L y O•E3 _N 7 0.454 AC. 0.18I AC, p PR 7 LOT A R TRACT NO. 281W4 �S.- 0.327 AC. 1 E3, 271 / -61-62 1 SEE SHEET 3 CONSUL TING MORSE OOKICH SCHULTZ •(760) MDSMOO 79—M OM Avon. 52 o 771-4013 La Quinta, CA 92253 FAX 771-4073 E—MAL mdMogiMaOmdoeonwltinq.not PUNNING ENGINEERING SURVEYING P f— W W Ix H N COURSE TABLE NO BEARING DIST, 21 N 13'02'00'E 8A0' 22 N 76.58'00'W 8A0' 23 N 89'49'26'E RAD 8.00, 24 N 76'58'00'W 3.39' NN\N�pE a�PL LAND J. c' CL _ L.S. 6588 3 * Exp. 12-31-99 En qTF OF CALVE Z PREPARED UNDER THE SUPERVISION OF: 9111141 CHRIS J. EIERGSINLS. 6 DATE EXP. 12/31/99 LOT Lm Awummw NO. 99-302 CITY OF LA QUM C4 SEE SHEET 39M 1-1*4"Ih++°�°1 1��-�o2lru-o2 W 5-11-99 LEGEI11D — — — — — — — EXISTING LOT LINE TO BE USTED EXISTING LOT LINE TO REMAIN NEW LOT LINE L J T if OLD LOT NO. LOT 4 NEW LOT NO. 31 —N �9'35'30'E RAD'pRC 32 EXHIE' "B" SHEET 3 OF 3 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 SEE SHEET 2 I LOT Q --------T----------- i I i � I I � / C/` ,N/ElSKO I PF LOT; Q h N 0.3801 AC. h' �6. 1I Di� �; N 2 7 1200'v L_ - LOT 9 Be 13 14 12 11 � 6 89RAD22w' LO hi r RAD 15 �3_ Z, Z• LJ T A LOT s LOT A �� 0.327 AC. TRACT NO. 234444 MS, 27-1 / 57-6 2 33 SLOT S CURVE TABLE 0.454 AC. NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25.00' 7.05' 3.55' 2 117'41'43' 24.50' 50.33' 40.53' 3 1'01'23' 1160.00' 20,71' 10.36' 4 10'32'00' 200,00' 36.77' 18.44' 5 76'47'10' 52.00' 69.69' 41.20' 6 14'43'21' 24.50' 6.30' 3.17' 7 102'58'22' 24.50' 44.03' 30,79' LOT :J N 0'10150'I 15.00' BN AC.9 L r o cl Imo: "I 8.5' 18.5 N 89'49'10'E 243,70' CONSUL T/NO MORSE DOKICH SCHULTZ •(760) MDSMOS 79-799 Old Avenue 52 771-4013 La Ouinta, CA 92253 FAX 771-4073 E-M.,L md,kpuintahndoeonou".n,t PLANNING ENGINEERING SURVEYING tA 559 559 559 Z N J U 559 RAD 88'47'47'E SCALE 1" =50' COURSE TABLE NO BEARING DIST. 11 N 13.02'00'E 8.00, 12 N 76'58'00'W 8.00, 13 N 76'58'00'W 14.64' 14 N 76'58'00'W 36.00' 15 N 13'02'00'E RAD 8.00' 16 N 89'49'10'E RAD 8.00' 17 N 0.10'50'W 8.00, 18 N 89'49'10'E 9.00' 19 N 0'10'50'W 11,69' D�P� LAND cu J. 6 SG�G 3 n Q- 2 = o d U c L.S. 6588 z * Exp. 12-31-99 ��qTF PF- CA0F�\P PREPARED UNDER THE SUPERVISION OF: + &lAJ s 11 1 CHRIS J. BEFO, P.L.S. DATE EXP. 12/31/99 NG pEP ARSMEN p�NN� LOT LINE AMU NO. 99-302 CITY OF LA QUM Rff- 1.•j446WjM4PP1jU99-.301jLU-0JDW 5-11-99 E3E3E SUCCESSFUL TX REPORT 05-10-99 11:18 JOB No. START TIME ID No. RESOLUTION TOTAL PAGE MACHINE ENGAGED INFORMATION ERROR PAGE ID: 760 777 1233 City of LaQuinta Comm.Dev.DePt ----------- - - - - -- 090 ----------------- 11:12 ----------------- 97714073 ----------------- STANDARD ----------------- 10 ----------------- 05'22 ----------------- OK ----------------- oT.�2ANSMITTAL i � City of I.,a Quints Cc�rinmunity Development Department �'-F-.�oF L� '7$-495 Galle 7'�zplco La Quints, California 92253 Phone: 760-777-71 25 Fax 760-777-1233 - •- - - - - 4 NO. _7601- 1="ROM: Page 1 of _— — If you did not receive all pages of this documents, please call (7603 777- MAILING AL7PRESS: p O BOX 1 504• LA QUfNTA, CAL1pO RN A 9=?253 P:,F— -,p FAX AANSMITTAL * City of La Quinta Community Development Department OF �78-495 Calle Tampico La Quinta, California 92253 Phone: 760-777-7125 Fax 760-777-1233 .•..•..•..•..•..•..•..•..•..•..•..•.o..•..•..•..•..•..•..00..•..00..o.•..or.o.o.o.o.o..•.o..•..•..•.o..•..•..•..•.o..•..•..�..•..•..•..•.o. .................................................... TO: FROM: DATE: Comments: E. FAX NO. 17/-216`73 FAX NO. (760) 777-1233 Page l of W �v if you did not receive all pages of this documents, please call (760) 777- '70(. `) MAILING ADDRESS: PAFax. wpa P 0 BOX 1504, LA QUINTA, CALIFORNIA 92253 0 • Mos Consulting Planners • Engineers • Surveyors 760/7714013 79-799 Old Avenue 52 La Quanta, CA 92253 FAX 771 4073 CITY OF LA QUINTA DATE: May 11, 1999 78495 CALLE TAMPICO PROJECT NO.: 51300 LA QUINTA, CA 92253 SUBJECT: LLA 99-302 ATTENTION: GREG TROUSDELL THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH VIA: DELIVERY ❑ UNDER SEPARATE COVER NO. OF ITEMS DESCRIPTION 1 SIGNED ORIGINAL LEGALS AND PLATS 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: ® ENCLOSURE ❑ COPIES TO: BY: Tacy Myers Mos Morse Dokich Schultz rq:M� J # r .6� i MEMORANDUM TO: Christine Di Iorio, Planning Manager FROM: Marcus Fuller, Assistant Enginee IVr VIA: Steve Speer, Senior Engine !�fp DATE: April 19, 1999 RE: Lot Line Adjustment 99-302 I have reviewed Lot Line Adjustment 99-302 and have the following comments: Exhibit "A"• Lot A 1. Include description of line segment "North 0° 10'50" West, 15.00 feet" within the 4`h line of the description. 2. Include the following statement: "...said point bears North 75°20'17" East; thence northeasterly along..." within the 12' line of the description. 3. Revise the curve angle of "1001' 1011" to 661001'23"" in the last line of the description. Lot B 1. Revise the curve information to a curve angle of "102°58'22"" and arc length of 44.03 feet within the 22"d line of the description. Lot C 1. Revise the line length from "24.477 feet" to "24.47 feet" in the last line of the description. Lot D No comments. Lot 1. Revise the radial bearing of "North 773751" West" to "North 78°33'34" West" in the 12`h line of the description. Lot R No comments. Lot S l . Include the word "East" after the bearing description in the I Ith line of the description. Exhibit "B"• Sheet 2 1. Revise the rad-pcc bearing shown as "77°37'51 "" to "7803313411" K:\PWDEP nSTAFF\FULLER\MEM0S\1999\990419b.wpd 4p EXHIBIT "A" LOT LINE ADJUSTMENT 99- LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS F -ED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT .B; THENCE SOUTH 89°Wl0" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 2&154 FE T, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, OUTH 891*10" WEST, 6A FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, AID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAYMG A RADIUS OF 2W.150 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88°4 7" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLYI INE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33°,At' , AN ARC LENGTH OF 172,�02 FEET, TO A POINT OF REVERSE CUR TORE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381 FEET; THENCE CONTINUING ALONG SAID - EASTERX LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18° 7", AN ARC LENGTH ING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.60 FEET; A RADIAL LI E THROUG AID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14021", N ARC LENGTH OF 6.36" FEET; THENCE LEAVING SAID CURVE, SOUTH 76°5fi;00"� T, 1 4 FEET; THENCE NORTH 13-OyW EAST, 8.WtEET; THENCE SOUTH 76°5&d" EAST, 8,00 FEET; THENCE NORTH 1300;;W EAST, &eO FEET; THENCE SOUTH 76°58-060" EAST, 34M FEET; THENCE SOUTH 13° " WEST, 8,K FEET; THENCE SOUTH 76-W60" EAST, 8,00 FEET; THENCE SOUTH -13° 00". WEST, &W FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTEF 31.Y HAVING A RADIUS OF 52,,00 `BEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13000" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047''I0", AN C LENGTH OF 6%.ag FEET; THENCE NORTH 89°AJ`10" EAST, 8.WFEET; THENCE SOUTH_Q°1e`50" EAST, 8.0-'FEET; THENCE NORTH 89',f19`°('0" EAST, 9,80 FEET; THENCE SOUTH 0°10�56"EAST, 119'FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A l� RADIUS OF 20FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10132*, AN ARC LENGTH OF 36.7- "FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840-WFEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79°,3&50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10°32!W, AN ARC LENGTH OF-15a-43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLYHAVING A RADIUS OF 11 0 FEET, A RADIAL LINE THROUGH SAID POINT BEARS ;N�Q% '10" EAST; THENCE S U ERLY ALONG SAID CURVE THROUGH A CENTRAL ANGL10 , AN ARC LENGTH OF�FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.36 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT , THENCE SOUTH 89W10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A�+ 2 4 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIO OF 1160'OO FEET; THENCE�RTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°D+�'�23", AN ARC LENGTH OF 2el FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTER Y HAVING A RADIUS OF W.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89°AV10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 G:144600\LEGALSXLL99-.D0C 03/17/99 CENTRAL ANGLE OF 10°g00", AN ARC LENGTH OF 150 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY�AVING A RADIUS OF 20Wd FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79050" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTFIAL ANGLE OF 10° 00", AN RC LENGTH ,3&'/7 FEET; THENCE NORTH B°', tO", WEST, 1 FEET; THENCE SO TH 89° 10" ST, "t FEET; THENCE NORT. + 0°10'�6''WEST, &80�FEET; THENCE SOUTH 89° 10" T, 9,29 EET, THENCE NORTH 0°18�0" WEST, 8.O EET; THENCE SOUTH 89°�" S?51F EET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF EET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89°49" I'0" EAST; THENCE NORTHFRLY ALONG SAID CURVE THR UGH A CENTRAL ANGLE OF 76.4rlOAN ARC LENGTH OF FEET; THENCE NORTH 13° '00" EAST, 8� FEET; THENCE NORTH 5 ' 76°" WES , 8,01FEET; THENCE NORTH 13°Di'60" T, 8EET; THENCE NORTH 76°58''90" WEST, 36.ET; THENCE SOUTH 13092-60" WEST, 8 FEET; THENCE NORTH 7605W.0" WEST, 8M FEET; THENCE SOUTH 13°02.*rWEST, 8.00-ItET; THENCE NORTH 76° 0" 1.e4FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTE Y HAVING A RADIUS OF,24EET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89° " WEST, THENCE NORTHERS L ALONG SAID CURVE THRO H A CENTRAL ANGLE O 170 AN ARC LENGTH O f EET; THENCE SOUTH 76° 00" EAST, 8,5!S41FEET; THENC H 24°�C'25" EAST, 3 FETHE.EASTERLY LINE OF SAID LOT B; THENCE SOUTH 00 EAST, ALONG SAID EASTERLY LI27-FEET,TOAN ANGLE POINT IN SAID EASTERLY LINE; THE E SOUTH 0°18's'0" EAST, ALONGEASTERLY LINE, 25�FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271,, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNfrR OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C .91 FEET, TQ THE POINT OF BEGINNING; TFj.ENCE LEAVING SAID EASTERLY LINE, SOUTH 42° '21" WEST, 4 . 3 FEET; THENCE NORTH 760,58`00" WEST, 84e69 FEET, TO THE BEGINNING .OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 2 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF%88° 26, AN ARC LENGTH OF 37-o6 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASr777 VING A RADIUS OF 381. i FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 1 WEST; THENCE NORTHERLY ALONG SAID CURVET OUGH A CENTRAL ANGLE OF 0°5 3", AN ARC LENGTH OF 6.1tlf-EET; THENCE SOUTH 76°58' " ST, 10� FEET; THENCE SOUTH 13°03;80" WEST, 8.WfEET; THENCE SOUTH 76°,58'60" EAST, 8"0 FEET; THENCE SOU 13°0,W00" V)IEST, 8,00' FEET; THENCE SOUT 76°5K0" EeAT, 51,86-FEET; THENCE NORTH 13° 00" EAPT, 840 FEET; THENCE SOUTH 76000" EAST 8,90 FEET; THENCE NORTH 13°;0 60" EAST, 8�FEET; THENCE SOUTH 76°58' EAST, 11. EET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17. 0 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL 1� ANGLE OF 103°", ARC LENGTHOF 30,62 FEET; THENCE NORTH 89°49'I6" EAST, 8.06' FEET; THENCE NORTH 0034" WEST, 7.76FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056%t7g" EAST, 15.gKFEET, STERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE 24.47 EET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.073 ACRES MORE R LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 G:444600\LEGALS\LL99-.DOC 03/17/99 • LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0° 34" EAST, ALONG THE EASTERLY LINE OF SAP LOT D AND LOT C, 1" FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89° 09" EAST, A NG SAID NORTHERLY LINE, 5.80JFEET; TH�E LEAVING SAID NORTHERLY LINE, SOUTH 0° '34" EAST, 7etO FEET; THENCE SOUTH 890476" WEST, 8-66 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17AO FEET; THENCE SOUTHWES RLY ALONG SAID CURVE THR GH A CENTRAL ANGLE OF 103°;" AN AR LENGTH OF 3 . 2 FEET; THENCE NORTH 76° '00" WEST, 1JA FEET; THENCE SOUTH 13°�" WEST, 8.0 ET; THENCE NORTH 76988'00" ST, $„ &TEET; THENCE SOtyTH 13°02'00" WEST, 8P. fEET; THENCE NORTH 76-p-ob" WEST, 51!'50 FEET; THENCE NORTH 1300"00" EAST, 8,80 FEET,- THENCE NORTH 760,S VCr WEST, 8.O FEET; THENCE NORTH 13002''00" EAST, 8.0.0 FEET; THENCE NORTH 76° 00" WEST, 1D&T FEET . T -O THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 38+-50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1004I�", AN ARC LENGTH OF 71.2T FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 3W.SO FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66,° 39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2202 , �N ARC LENGTH OF 12*.9-5 FEET, TO THE NO HERLY LINE OF SAID LOT D; THENCE SOUTH 8905 ' EAST, ALONG SAID NORTHERLY LINE, 63tt FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.$W ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER F SAID LOT C; THENCE NORTH 00*6'34" WEST, ALONG THE JEAGTERLY LINE OF SAID LOT C, 3 FEET, TO THE POINT OF BEGINNING; HENCE SOUTH 0° 34" EAST, ALONG THE EASTERLY LINE ,-OF SAID LOT C, Q, AND B, 1 8 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24° 4'25" WEST, 3 . 3 FEET; THENCE NORTH 7W00" WEST, 8i FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24b0''FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117°4y4a AN ARC LENGTH OF 50AT FEET, TO TIE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 38)'50"FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89'56'22" WEST; THENCE NORTHURLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26.9eW, AN ARC LENGTH OF VZ10 FEET, TO THE,,aEGINNING OF A NON -TANGENT CURVE CONCAVE 'NORTHEASTE Y HAVING A RADIUS OF 24-,9'6 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 70WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGL 6', AN ARC ENGTH OF 37.W FEET; THENCE SOUTH 76',WM' EAST, 84,91 FEET; T ENCE NORTH 42° 1" EAST, 4W FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0,*0 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 G:4446004LEGALS\LL99-.D0C 03/17/99 • • LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37c00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY VING A RADIUS OF 3 S-51T-PEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 8900" EAST; THENCE SOUTHWEST RLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22° 41", AN ARC LENGTH OF 1Z44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY tIAVING A RADIUS OF 38,,1:5Q1=EET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66°45%3r)8EST; THENCE SOUTH STERLY ALONG SAID CUR THROUGH A CE TRAL ANGLE OF 14°5 ' ", AN ARC LENGTH OF 9wFEET; THENCE NORTH 7 8'00" WEST, 4�EET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 21k.9 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72°18' WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5-.4X %, AN ARC LENGTH OF L.$1 YFEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY tIAVING A RADIUS OF,ET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 670,1*56" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11°", AN ARC LENGTH OF 1WEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A. RADIUS OF 28:50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78 aV23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17°,,%' , AN ARC LENGTH OF 6,*S'FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 2&'e FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 6¢°�" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH -A CENTRAL ANGLE OF 16!�0'I ", AN ARC LENGTH OF 05 FEET; TO HE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 4" FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76!42'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9-AWSt, AN ARC LENGTH OF D,44FEET, TO TH BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTER Y HAVINGA RADIUS OF 50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66° 9" ST; THENCE NORT WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 24W", AN ARC LENGTH OF 1L40.69 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOTSo, THENCE SOUTH 89,,°o10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 3y.60 FEET; THENCE ALONG TF* WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0°1.850" WEST, 19'150 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 264<50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3 10", AN ARC 'LENGTH OF 15 . 0 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 4*0 '50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 5&Af607 WEST; THENCE NORT WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2 T30", AN ARC LENGTH OF 16fv.. -7 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY OWING A RADIUS OF 2 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79° r3 " THENCE NORTHWE TERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16° 1 ' ARC LENGTH OF 7,�EET, TO jHE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEAS RLY HAVING A RADIUS OF 20,eFEET, A RADIAL LINE THROUGH PAGE 4 OF 5 G:\44600\LEGALS\LL99-.DOC 03/17/99 SAID POINT BEARS SOUTH 631 9" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°5�55'", AN ARC LENGTH OF 6.¢2'AET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF go.-s-0 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81°24'L4" EAST; THENCE NORTHWESTEPIeY ALONG SAID CURVE THROUGH A CENTRAL ANGLE Of 11-1613", AN ARC LENGTH OF W568 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.wftET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70°,.lN'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10° 2", AN ARC LENGTH OF 3,w PE TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF �0 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80°4,4'V . EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF -16!. AN ARC LENGTH OF 3PTFEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 26&00'FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9° '35" WEST; THENCE NORTHW TERLY ALONG SAID CUR HROUGH &CENTRAL ANGLE OF 2°27,&r, AN ARC LENGTH OF 11 FEET, THENCE NORTH '41" EAST, $4: FEET, TO THE BEGINNING OF A CURVE CONCAVE NO THWESTERLY...HAVING A RADIUS OF 2$X&-'EET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH_ 7° 41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 797' , AN ARC LENGTH OF 3 FEET; THENCE LEAVING SAID WESTERLY -LINE,. SOUTH 7700" EAST, 4,y. W' F"E"ETT JO THE - BEGINNING OF A CURVE CONCAVE NORTH EASTERLY -HAVING A RADIUS OF 3ir.au FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81° 54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41° 6", AN ARC LENGTH OF 27 FEET, T HE BEGINNING OF A REVERSE CURVE CONCAVE SO THWESTERLY HAVING A RADIUS OF 8.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56° 0" ST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENT ANGLE OF 3 0 AN AT LENGTH OF 1 . 2 FEET; THENCE SOUTH 0°'1.8`50" EAST, 15.0¢ET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454.ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED BY: tA 4R 41 q CHRIS J. BERG P.L.S. 65 DATE EXP. 12/31 /99 i U 2 � L5. 6588 * Exp. 12-31-99 */ 'QC3 W5\�P/ PAGE 5 OF 5 G:444600\LEGALS\LL99-.D0C 03/17/99 LjEeEM w -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE 0 T 4 OLD LOT NO. LOT 4 NEW LOT NO. LAJ. Np SG L.S. 6588 * Exp. 12-31-99 ��qTF qc CAO TRACT NO. 28AA14 US, 271 / -57432 34 TRACT NO. 28444 M.S. 271 / 57-62 EXHIBIf"BIII LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 61i4 99 CHRIS. J. BER H, P.L.. 6588 DATE EXP. 12/31/99 MOs CONSUL rING MORSE DOKICH SCHULTZ Avenue 52 79-799 Old Ave(760) 771-4013 La Ouinto, CA 92253 FAX 771-4073 MDSE—,.,L mddaquintoOmdaeonaltinq.net PLANNING ENGINEERING SURVEYING SHEET 1 OF 3 i SCALE 1" =100' LOT LINE ADJUSTMENT N0. 99- °Y CITY OF LA QUINTA f7W 1.•1446001ANPAWI44LLA.0 3-17-99 1 • LEGEND - - - - - - - EXISTING LOT LINE TO RJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE L J T it OLD LOT NO. LOT 4 NEW LOT NO. �-4 N 89'S6'09'W 743.27' _RAD N 89'20'09'W Q.D.B. b� r LOT R 11 J a 11 TRACT NO. 28444 Mg, 271/57-62 LOT Iwo N RAD-p A 6. 129_'W n`a 9 _ 60 ; C N RAD—pR 3-W ` I 1 QI ,.R3 N R, {� f LL, V Z 1A 01 RAQL-, N a� a � I 'moo 8 � 8•S N I LOTR��; EXHT"B" SHEET 2 OF 3 LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 N 89'�Sl'80'W 9 LOT D SO- 0.40A1' AC/ 3 LOT D _ Z _ N 77'MILL _51'W i CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'61' 2 7AT 3,55' 2 17,55' 3.24' 3 11.1613' 99150' ;� 9,82' 4 1 r '02' 2W 280' 1.90' 5 70'508' 2W 3 ' 17,46' 6 24i;"7' 26W 11,W 5.72' 7 79'p� ��3A4' 20.33' 8 5t0�.:w 501 L9t' 0.91, 9 9'��' 7,1,�4� 35.81' 10 88"?�F',?b' 206' 37486' 23,83' 11117--W43' 206' 50,32' 40.53' 1210310V 17.W 30,62' 21,45' 13 0055143' 381.-W 62' 3.09' SCALE 1 " = 50' 7� "0'I✓ 77 N 7 RC 00 W R i LOT C h N 1 0.073 AC az ah. ~ -------LB- 9------- ti L 0 T S I� w a 1W U. 41L LOT w� h ; WE/ K M c LOT, Q T _ J zo< 0,380' AC. h Rp11'. N 10 8 4E J I ►"�. N 81'2 Rc o t N 76. 00'WL---, LC7 ' 18.51 8 4' LOT S LOT A LO;T B 'NRA'.PRC/E32 O,4S4 AC�� LOT A 0,18(3 AC. TRACT NO. 284 1t•5\ 0,327 AC. M13, 271 / 57-6 � 1 SEE SHEET 3 � CONSUL T/NQ MORSE • DOKICH SCHULTZ MDSMOS 79-799 Old Avenue 52 (760) 771-4013 La Ouinta. CA 92253 FAX 771-4073 E-MAL mdelaquintoOmdwonwlting.net PUNNING ENGINEERING SURVEYING 75.00' N 89'5b 09'W 55.00' 55' P.0.8. a- LOT C & 0 c cu P.O.C. M LOT C&0 �/ -> 1r-? U re c" W W O In cn ch m m J l U � I I^ cti.l 3 N 1r' U-, i o N 55' z SEE SHEET 3 COURSE TABLE NO BEARING DIST, 21 N 13'0?!Wt 8.06' 22 N 76'581n 890' 23 N 89'4M't RAD 8:60' j 24 N 76'58'00'W 11,50' i LANp J. sG Ou L,6 U n, L.S. 6588 * 3 Exp. 12-31-99 En PREPARED UNDER THE SUPERVISION OF: 3 �4 99 CHRIS J. BE . P.L.S. DA EXP. 12/31 /99 LOT LINE 3 NO. 99— o� CITY OF LA QUWA o � I z j FILE.• I.•144600jAWPIMjW4LLA.0IYG 3-77-9-0 SHEET 3 OF 31 `= "B" — — — — — — — EXISTING LOT LINE TO BE ADJUSTED EXHIMT TO �— NXISTING LOT EW LOT LINE REMAIN LOT LOT LINE ADJUSTMENT NO. 99— tt L J T 4 OLD LOT NO. LOTS A, B, C, D, 0, R, & S OF TRACT LOT 4 NEW LOT NO. NO. 28444, M.B. 271 /57-62 SEE SHEET 2 I L J r Q it 55' � I 0/l i bVEls l0 `� N `D N IOD I LOT ; Q Z-)cs ,J 0.38�IAC. h o 0 2 RPM 5i��' 1 7,60I 6 �o'w �-- LID T S Z Z 6�y2� J 8.5 J J N Rp 3PR �L N 9•S6'22'w- LO 11 `� e N M m \ k RA2o,�,� .18113 AC. 55 SCALE 1" =50' � RAD.pCC COURSE TABLE r. LJ T A 16 I r 55 NO BEARING DIS1 11 N 13' 'E J* _ _.___.—... � !n ,LOT S 9 LOT A �� 0.327 AC. oO oo�� TRACT NO, 2 A A � MB, 2 t J / 57-62 �P R� SLOT S CURVE TABLE 0.454 AC. NO DELJA RADIO ARC LGT TAN 1 164 2 , 0' ,: 7 > 3.55' 2 40,53' 3 1' Il . 0' ; 10.36' 4 4 36J 18.44' 5 76 '10' S 69W 41.20' 6 14' 1' 6.30' 3.17' 7 102' 240 44R 30.79' m I I W W I I ^ z 0 I v cu V I 3 � I� Q J O C � z J y ol co 55' LCT :J t.of °�' 8.5' 18.5 � Iz �(^ 011050' _ 15,00' N 88R447'E_ -ej- --- - ' 23 4' 55,00' N 89'4flO'E 243.70' CONSUL T/NQ MORSE DOKICN SCHULTZ MDSMOS 79-799 Ow Avenue 52 (750) 771-4013 La Ouinta. CA 92253 FAX 771-4073 E—MA,L mdeloquintoOmdeaoneulting.net PLANNING ENGINEERING SURVEYING OtJP� LAND J. 6F sG�G 'AC p L.S. 6588 z * Exp. 12-31-99 qTF CALF PREPARED UNDER THE SUPERVISION OF: 314 4 CHRIS J. BE , P.LS. DATE EXP. 12/31/99 LOT LINE AWUSTUM NO. 99- . 4 afY OF LA QMffA fXE..• 1-1446001 AMPPIMGI S441JA.DWC J-17-99 • • Ent4411a.out TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID : BDRY EXHIBIT "B" BOUNDARY - LOT LINE ADJUSTMENT NO. 99- COURSE BEARING START- 4117 4161 S 89-49-10 W 4162 N 0-10-50 W 4120 S 89-49-10 W CURVE DELTA= 33-01-10 T= 77.508 4163 N 56-48-00 E 4122 N 56-48-00 E CURVE DELTA= 22-47-30 T= 84.353 4164 S 79-35-30 W 4165 S 79-35-30 W CURVE DELTA= 16-10-01 T= 3.551 4166 N 63-25-29 E 4167 N 63-25-29 E CURVE DELTA= 17-58-55 T= 3.244 4168 S 81-24-24 W 4169 S 81-24-24 W CURVE DELTA= 11-16-33 T= 9.823 4170 N 70-07-51 E 4171 N 70-07-51 E CURVE DELTA= 10-37-02 T= 1.905 4172 S 80-44-53 W 4173 S 80-44-53 W CURVE DELTA= 70-56-18 T= 17.456 4174 N 9-48-35 E 4175 N 9-48-35 E CURVE DELTA= 2-27-57 T= 5.725 4079 S 12-16-32 W 4270 N 7-03-41 E 4271 N 7-03-41 E CURVE DELTA= 79-22-21 T= 20.330 4272 S 72-18-40 E 4273 S 72-18-40 E CURVE DELTA= 5-03-50 T= 0.907 4274 N 67-14-50 W 4275 N 67-14-50 W CURVE DELTA= 11-16-33 T= 9.823 4276 S 78-31-23 E 4277 S 78-31-23 E CURVE DELTA= 17-58-55 DISTANCE 67.00 15.00 261.50 R= CH= 261.50 418.50 R= CH= 418.50 25.00 R= CH= 25.00 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= CH= 20.50 24.50 R= CH= 24.50 266.00 R= CH= 266.00 64.72 24.50 R= CH= 24.50 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= 20.500 Page 1 261.500 148.625 418.500 165.380 25.000 7.031 20.500 6.407 99.500 19.550 20.500 3.793 24.500 28.433 266.000 11.447 24.500 31.291 20.500 1.811 99.500 19.550 C O O R D I N A T E S NORTH EAST 4776.491 10234.785 4776.280 10167.786 4791.280 10167.738 4790.456 9906.240 L= 150.702 A=-1072.726 4933.644 10125.054 5162.799 10475.240 L= 166.475 A= 911.451 5087.192 10063.626 5082.675 10039.037 L= 7.054 A= -1.165 5093.860 10061.396 5103.031 10079.730 L= 6.434 A= 1.077 5099.968 10059.460 5085.100 9961.077 L= 19.582 A= -6.276 5118.918 10054.654 5125.885 10073.934 L= 3.799 A= 0.222 5122.589 10053.700 5118.650 10029.519 L= 30.334 A=-87.919 5142.792 10033.693 5404.903 10079.014 L= 11.448 A= 0.470 5144.985 10022.458 5209.214 10030.415 5233.528 10033.426 L= 33.940 A=-120.790 5226.084 10056.768 5219.855 10076.299 L= 1.812 A= 0.024 5227.783 10057.394 5266.265 9965.637 - L= 19.582 A= -6.276 5246.468 10063.147 5242.389 10083.238 L= 6.434 Ent4411a.out T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4280 S 76-42-29 E 25.00 5259.018 10067.951 4122 S 76-42-29 E 418.50 5162.799 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.807 10090.215 4124 N 66-55-39 W 281.50 5437.126 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A==392.025 4282 S 89-20-09 E 281.50 5433.863 10112.714 4384 S 89-56-09 E 100.03 5433.751 10212.744 1562 S 0-10-34 E 185.00 5248.752 10213.312 4160 S 89-56-09 E 20.00 5248.729 10233.312 4116 S 0-10-34 E 216.52 5032.210 10233.978 4117 S 0-10-50 E 255.72 4776.492 10234.784 CLOSURE: S 79-10-40 E 0.002 AREA = 87742.3 SQ. FT. AREA = 2.01429 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTA NEW LOT A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4310 4776.397 10204.786 4309 N 0-10�50 W 15<-,00 4791.397 10204.738 4120 S 89-46-10 W 298.50 4790.456 9906.240 CURVE DELTA= 33-QI-10 R= 298:500 L= 17a.025 T= 88.475 CH= 16r 654 A=-1397.765 4308 N 56-4�9-00 E 298.50 4953.904 10156.014 4122 N 56-48,-"60 E 381.50 5162.799 10475.240 CURVE DELTA= 18-�Z-17 R= 3.1*.500 L= 123,434 T= 62.261 CH= 122.897 A= 408.657 1774 S 75-,�-17 W 381.50 5066.236 10106.163 1775 N 75-2,9--17 E 24.50 5072.437 10129.865 CURVE DELTA= 14-4,aY 21 R= 2j,:'500 L= 6.295 T= 3.165 CH= 6.278 A= 0.846 1779 N 897,s'6-22 W 24.50 5072.463 10105.365 1780 S 76-5�=1J0 E 14,,,,-64 5069.161 10119.628 1781 N 13-OZ-0,0 E 8„0 5076.955 10121.432 1782 S 76-58z'OQ-E 8X0. 5075.151 10129.226- 1783 N 13-02-dS�1,•E 8 Xi`1 5082.945 10131.030 1784 S 76-58 0 E 36. 0 5074.826 10166.103 1785 S 13-027,0'0 W 8.0'6 5067.032 10164.298 1786 S 76-58-,0 E 8.z'6 5065.228 10172.092 1787 S 13-02-.00 W 8.0'0 5057.434 10170.288 1788 S 13-02-0 W 52.s1 -- 5006.774 10158.561 CURVE DELTA= 76-40-10 R= 52,*600 L= 69.689 T= 41.204 CHI_ 64.589 A= 495.707 1789 N 89-45-10 E 52•"'Qo 5006.938 10210.561 1790 N 89-49,1'0 E 8"('00 5006.963 10218.561 Page 2 Ent,4411a . out 1791 S 0-;)a-50 F 8 00 4998.963 10218.586 1792 N 89-49-1�-E 9.,m 4998.991 10227.586 1793 S 0-10760 E 11.�9 4987.301 10227.623 1794 S 89-49-;,0"W 200e.n 4986.671 10027.624 CURVE DELTA= 10-3,-00 R= 200,.400 L= 36.768 T= 115.436 CH= 36.717 A= 20.676 1795 S 79--8-50 E 200.00 4950.729 10224.368 1796 S 79-38,-,30 E 840-.-00 4799.774 11050.693 CURVE DELTA= 10-3,2-=00 R= 840.000 L= 154.427 T= Y1.432 CH= 154.209 A= =364.731 1797 S 89-4,=10 W 840.00 4797.127 10210.697 1798 N 89-49 fb E 1160--GO 4800.783 11370.691 CURVE DELTIC= 1-O�tg� ` R= 116.0:000 L= 20.713 T= 10.357 CH= 20.712 A= -0.638 1799 S 88-47-47 W 116,2':00 4776.416 10210.947 4310 S 89-49-1�0 W 616 4776.397 10204.787 CLOSURE: S 82-00-43 W / 0.001 AREA = 14232,5 SQ. FT. AREA = 0.32.673 ACRES TRAVERSE �AhQ4L--ATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSI LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTB NEW LOT B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1799 4776.416 10210.946 1798 N 88-4,7-47 E 11-60.00 4800.782 11370.690 CURVE DELTA= 1-01-23 R= 116.9.000 L= 20.//13 T= 10.357 CH= 20.712 A= 0.638 1797 S 89-4 10 W 116� 00 4797.127 10210.695 1796 N 89-,0-10 E 84a:00 4799.774 11050.691 CURVE DELTA= 10-22-00 R= 844.000 L= 154.427 T= 77.432 CH= 154.209 A= 364.731 1795 N 79-38-50 W 840.00 4950.729 10224.366 1794 N 79-38-50 W 200..-00 4986.671 10027.622 CURVE DELTA= 10-K-00 R= 200.000 L= 36,..768 T= 18.436 CH= 36.717 A= -20.676 1793 N 89-45R-10 E 20a.00 4987.301 10227.621 1792 N 0-10'-50 W 11<-69 4998.991 10227.585 1791 S 89-49-10 W 9.00 4998.963 10218.585-_- 1790 N 0-10-50 W 8..-00 5006.963 10218.559 1789 S 89-49'=10 W 8.40 5006.937 10210.559 1788 S 89-4_9,--10 W 52-,erO 5006.774 10158.560 CURVE DELTA= 76�47-10 R= 52 000 L= 69,689 T= 41.204 CH= 64.589 A= -495.707 1787 N 13-0T2-00 E 52.--e'0_ 5057.434 10170.287 1786 N 13-02-00 E 81$0 5065.228 10172.091 1785 N 76-00 W 8.r60 5067.032 10164.297 1784 N 13-02�00 E 8.,00 5074.826 10166.101 1783 N 76-58--or0 W 36 An 5082.945 10131.028 1782 S 13-jX-00 W 8-010 5075.151 10129.224 1781 N 76-58�o-,o W 8AO 5076.955 10121.430 1780 S 13-02-40 W 8.-(�0 5069.161 10119.626 1779 N 76-5.8'-00 'W 14,,94_ 5072.463 10105.363 1775 S 89-56722 E 24.53 5072.437 10129.863 Page 3 Ent4411a.out CURVE DELTA= 102-,5'8-22 R= 24 ,.•S00 L= 44 .032 T= 30.786 CH= 38.341 A= 246.924 1776 N 13-02-00 E 24.-50 5096.305 10135.389 1777 S 76-5'-00 E 85..e4 5077.015 10218.725 1778 S 24-2Q,25 E 36.$3 5043.476 10233.944 4116 S 0-107.3'4 E 11,2,7 5032.206 10233.978 4117 S 0-10_7,K E 255.72 4776.487 10234.784 1799 S 89-49--10 W 23.84 4776.412 10210.944 CLOSURE: N 17-24-06 E 0.00'4 AREA = 7987.6 SQ. FT. AREA = 0.18337 ACRES TRAVERSE CALCULATION AND 'ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTC NEW LOT C C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4160 5248.728 10233.314 1755 S 0-1G-34 E 24,47 5224.258 10233.389 1756 S 42-25-'21 W 45A3 5190.574 10202.607 1757 N 76-58,,'-00 W 84 5209.741 10119.807 1758 N 13-0.2`-00 E 24.-50 5233.610 10125.332 CURVE DELTA= 88-24�-26 R= 24. WO L= 37 ..803 T= 23.828 CH= 34.163 A= 163.083 1759 N 78-3,3-.34 W 24 -3Q 5238.470 10101.319 4122 S 78- -34 E 381.5'0 . 5162.799 10475.239 CURVE DELTA= 0-!�5-43 R= 381,500 L= 6.183 T=. 3.092 CH= 6.183 A= 0.052 1773 N 77-.,i'-51 W 38,1- "50 5244.520 10102.594 1772 S 76-5,�-00 E 10"'21 5242.217 10112.541 1771 S 13-02�00 W 8..m 5234.423 10110.737 1770 S 76-58,1�00 E 8.&0 5232.619 10118.531 1769 S 13-02700 W 81,00 5224.825 10116.727 1768 S 76-518--100 E 51.K 5213.211 10166.900 1767 N 13-0- 00 E 8.m 5221.005 10168.704--- 1766 S 76-58,-00 E 8.00 5219.201 10176.498 1765 N 13-02-,00 E 8.,00 5226.995 10178.302 1764 S 76-58-J E 11._80 5224.401 10189.506 1763 N 13-0?f00 E 17..-90 5240.963 10193.340 CURVE DELTA= 103•-12-34 R= 17.,10'00 L= 30.6w23 T= 21.452 CH= 26.647 A= -119.618 1762 N 89-49-26 E 17,:d00 5241.016 10210.340 1761 N 89-4.9`-26 E 8...0'6 5241.040 10218.340 1760 N 0-10.-34 W 7,-70, 5248.740 10218.316 4160 S 89-5&`�:09 E 1✓00 5248.723 10233.316 CLOSURE: N 26-36-15 W 0._0d5 AREA = 3194.7 SQ. FT. AREA = 0.07334 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTD NEW LOT D Page 4 0 Ent4411a.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1760 5248.745 10218.314 1761 S 0-1Q--34 E 7.-?0 5241.045 10218.337 1762 S 89-49-,-26 W 8- 5241.020 10210.338 1763 S 89-49--26 W 17:00 5240.968 10193.338 CURVE DELTA= 103-.12-34 R= 17A00 L= 30.623 T= 21.452 CH= 26.647 A= 119.618 1764 S 13-02=00 W 17-.UO 5224.406 10189.504 1765 N 76-58�00 W ll-:50 5226.999 10178.300 1766 S 13-0216Q W 8:60 5219.205 10176.496 1767 N 76-58-'00 W 8,Oo 5221.010 1.0168.702 1768 S 13-02--U0.-W 8.-4Q 5213.216 10166.898 1769 N 76-58-60 W 51.-50 5224.830 10116.725 1770 N 13-02-K E 84-00 5232.624 10118.529 1771 N 76-58-Id0 W Q,1100 5234.428 10110.735 1772 N 13-02-04 E 8.-fl0 5242.222 10112.539 1773 N 76-58T,0'0 W 101-2l 5244.524 10102.592 4122 S 77-377.51 E 38 5162.803 10475.236 CURVE DELTA= 10-4;,-12 R= 39-1.500 L= 71.267 T= 35.738 CH= 71.164 A= 78.929 4286 N 66-55-39 W 38-1.50 5312.312 10124.253 4124 N 66-55'-2a9 W 31&.50 5437.130 9831.230 CURVE DELTA= 22-28-41 R= 318,,.KO L= 124.953 T= 63.290 CH= 124.153 A= -506.528 4285 S 89-24F20 E 318:-0 5433.826 10149.713 4384 S 89-56-,a9, E 6�.-63 5433.755 10212.742 1562 S 0-10-�4 E 185:00 5248.756 10213.311 1760 S 89-56-0.9 E 5.01) 5248.751 10218.311 CLOSURE: S 25-05-52 E 0.006 AREA = 17804.8 SQ. FT. AREA = 0.40874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTQ NEW LOT Q C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1778 5043.474 10233.945 1777 N 24-24-2,5 W 3i,�:$3 5077.013 10218.726 1776 N 76-5W-00 W 85,-5.4 5096.304 10135.390 1775 S 13-02-,e[0 W 24„M 5072.435 10129.865 CURVE DELTA= 117-41-43 R= 24.,5100 L= 50.327 T= 40.530 CH= 41.934 A= -350.768 1774 S 75-4r0-17 W 24.50 5066.233 10106.162 4122 N 75-20-17 E 381,50 5162.797 10475.239 CURVE DELTA= 26-Q.C-09 R= 381-�.500 L= 173.802 T= 88.436 CH= 172.303 A= 1134.954 1759 N 78-31-34 W 381.'-50 5238.468 10101.319 1758 S 78-33,-54 E 24.50 5233.608 10125.333 CURVE DELTA= 88-2,4-26 R= 24.500 L= 37 -903 T= -"23.828 CH= 34.163 A= -163.083 1757 S 13-02 ,A'0 W- 24.,St 5209.739 10119.807 1756 S 76-587M E 84,.8'9 5190.573 10202.608 Page 5 Ent," l la . out 1755 N 42 ZS-21,.E 45-.",6�5224.256 10233.390 1778 S 0-107-34 E 181}: 8 5043.477 10233.945 CLOSURE: S 5-54-40 W 0.003 AREA = 16544.6 SQ. FT. AREA = 0.37981 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTR NEW LOT R C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4272 5226.083 10056.768 4273 S 7�-18-40 E 2e.50 5219.854 10076.299 CURVE DELTA= 5-0,��'S0 R= 20.500 L= 1.812 T= 0.907 CH= 1.811 A= 0.024 4274 N 67-14-50 W 20.50„ 5227.782 10057.394 4275 N 67-14-50 W 95�-:50 5266.264 9965.637 CURVE DELTA= ll-;,-6-33 R= 99-500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4276 S 78-31-23 E 99'.50 5246.467 10063.147 4277 S 78-31-23 E 2G.50 5242.388 10083.237 CURVE DELT.K= 17,,' 8-55 R= 20'.1500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32--28 W 20-':50 5252.470 10065.388 4279 N 60-32,,.E-28 W 2,5%00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25,-800 L= 7.054 T= 3.551 CH= 7.031 A= -1.165._- 4280 S 76-�29 E 25.00 5259.017 10067.950 4122 S 76-42-2-9 E 06.50 5162.798 10475.239 CURVE DELTA= 9-416-50 R= 41j,.r5'00 L= 71-.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-5,5-19 W 4IJi-:50 5326.806 10090.215 4124 N 66-55�'39 W 2�a.50 5437.125 9831.233 CURVE DELTA= 22 =30 R= 28�:-S00 L= 110.094 T= 55.760 CH= ., 1-69.394 A= -392.025 4282 S 89��-,°�20-09 E 28-L".50 5433.862 10112.714 4285 S 8y-56-$9 E 37,,-T- 5433.821 10149.714 4124 N 8 9 - 2 4 ---i6'W 318.50 5437.125 9831.231 CURVE DELTA= 22728-41 R= 318r5'00 L= 124.953 T= 63.290 CH= 124.153 A= 506.528 4286 S 66-55,-,59 E 318,'-50 5312.306 10124.254 4122 S 66-557-39 E 38li-So 5162.798 10475.238 CURVE DELT)= 14-5,y- 15 R= 3800 L= 99. 238 T=,, 49.901 CH= 98.959 A= -212.762 1719 N 81-.A-9-54 W 3 -.5,0' 5217.002 10097.608 4272 N 77-28-nOO W 4�:'�84 5226.082 10056.765 CLOSURE: N 74-23-33 E o,,cb3 AREA = 8221.3 SQ. FT. AREA = 0.18874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTS Page 6 Ent4411a.out NEW LOT S C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4161 4776.280 10167.786 4162 N 0-lQ_,-50 W 15.00, 4791.280 10167.738 4120 S 89-49-10 W 2(.50 4790.456 9906.240 CURVE DELTA= 33701-10 R= 261.500 L= 150.702 T= 77.508 CH= 148.625 A=-1072.726 4163 N 56-.4-8-00 E 264,1.50 4933.644 10125.054 4122 N 56-4.2-00 E 418:50 5162.799 10475.240 CURVE DELTA= 22--V-30 R= 4;,9.500 L= 16E.475 T= 84.353 CH= 165.380 A= 911.451 4164 S 79-38-30 W 41-8.50 5087.192 10063.626 4165 S 79-3&30 W 25,.00 5082.675 10039.037 CURVE DELTA= 16-l-0-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4166 N 63-25-29 E 23.O, 5093.860 10061.396 4167 N 63-25-29 E 2¢.tO 5103.031 10079.730 CURVE DELTA= 17-5,8--55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4168 S 81-2.4-24 W 2e 50 5099.968 10059.460 4169 S 81-24-24 W 99-:50 5085.100 9961.077 CURVE DELTA= ll-,1-6-33 R= 9,9- 500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4170 N 70-0 -51 E 99,,50 5118.918 10054.654._. 4171 N 70-07-51 E 20.50 5125.885 10073.934 CURVE DELTA= 10-3,7=02 R= 20.-500 L= 3.799 T= 1.905 CH= 3.793 A= 0.222 4172 S 80-44-53 W Z@.50 5122.589 10053.700 4173 S 80-44-53 W 24=50 5118.650 10029.519 CURVE DELTA= 70-,S�' 18 R= 24.5100 L= 30.334 T= 17.456 C'H= 28.433 A= -87.919 4174 N 9-4A9 35 E k .'50 5142.792 10033.693 4175 N 9-481-a5 E 26.-:00 5404.903 10079.014 CURVE DELTA= 2-2-7-57 R= 266<-,000 L= 11.448 T= 5.725 CH= 11.447 A= 0.470 4079 S 12-16-,32 W 266-:00 5144.985 10022.458 4270 N 7-037n4l E 64,7-2 5209.214 10030.415 4271 N 7-03-41 E 24..510 5233.528 10033.426 CURVE DELTA= 79-22-21 R= 24s500 L= 33- 940 T= 20.330 CH= 31.291 A= -i20.790 4272 S 72-1 40 E 24,w50 5226.084 10056.768 1719 S 7 7 - 2 8 $" E 4,Jr:S4 5217.004 10097.611 4122 S 81-49-f1'4 E 387r:50 5162.800 10475.241 CURVE DELTA= 41-2.'-06 R= 3:�,-500 L= 275.448 T= 144.036 CH= 2 9.504 A=-4447.512 4308 S 56-4.8�0 W 38A-.'5Q 4953.904 10156.015 4120 S 56-48-,G3ff W 298:'50 4790.457 9906.241 CURVE DELTA= 33-9X-10 R= 298-:500 L= 172.025 T= 88.475 CH.= 169.654 A= 1397.765 4309 N 89-``-10 E 29,'.50 4791.397 10204.739 4310 S 0-l�,-50 E 1;'.'Cf0 4776.398 10204.787 4161 S 89-49.--1-0 W 37.ia0 4776.281 10167.787 CLOSURE: S 57-15-50 W 0.601 AREA = 19758.4 S(. FT. AREA = 0.45359 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 Page 7 Ent4411a.out COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 87742.3 SQ.FT. TOTAL LOT AREA = 87743.8 SQ.FT. 2.01429 ACRES 2.01432 ACRES--=_ LOT ACREAGE PAGE 1 TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID LOT NO. ACRES (SQ. FEET) BDRY LOTA 0.327 14232.5 BDRY LOTB 0.183 7987.6 BDRY LOTC 0.073 3194.7 BDRY LOTD 0.409 17804.8 BDRY LOTQ 0.380 16544.6 BDRY LOTR 0.189 8221.3 BDRY LOTS 0.454 19758.4 L,_,,_ Traverse Analysis and Checking (PTRAV) TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 TRACT NO.: DATE: 2/20/99 TIME: 12:19 POINT FILE: 1921 POINTS= 5000 DIRECTORY PATH: DATA FILE: ENT44LLA.P Page 8 • 78-495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253 — (760) 777-7000 FAX (760) 777-7101 TDD (760) 777-1227 March 26, 1999 Mr. John Trotter, Vice President Capstones Golf West LLC 200 E. Washington Avenue, S-#100 Escondido, California 92025 SUBJECT: LOT LINE ADJUSTMENTS 99-302 Dear Mr. Trotter: The Community Development Department is currently processing Lot Line Adjustment 99-302 to reconfigure various common lots in Tract 28444. The application is incomplete because we did not receive a new Grant Deed (i.e., signed and notarized) with your legal descriptions and maps. Should you have any questions, please contact me at (760) 777-7067. Sincerely, DEVELOPMENT DIRECTOR ELL 3M LLA 99-302 - 32 1* MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 �` FAX TRANSMITTAL s City of La Quinta S Community Development Department of�9� 78-495 Calle Tampico La Quinta, California 92253 Phone: 760-777-7125 Fax 760-777-1233 .................................................... TO: m &RL-4yt ci 4 Ti N Cn (2) (0504 -P-Wod—o-j AE FROM: 61 6 � s-t'�+E'c, DATE: S ff FAX NO. 771 " YO 73 �(.JF-ys6-S'6a/ FAX NO. (760.)777-1233 Page 1 of 2- .o.•..•..•.o..•..•..o.•.00..•..•.00..•..•..•.o..•..•..•..•.o.o..o.•..•.o..•.o..•.o..•.00.o..•..•..•..•..•..•..•..•..•..•..o.•.00..•.o. ..................................................... Comments: emko-m'" :�.-COL K*"S t-rm 6&A-rA If you did not receive all pages of this documents, please call (760) 777- 744 MAILING ADDRESS: PAFax. wpd P O BOX 1504, LA QUINTA, CALIFORNIA 92253 0 3E3E3E SiTCCESSFUL TX FtEP'ORT 04-15-99 13:44 ID: 760 777 1233 City of LaQuinta Comm.Dev.DePt JOB No. ----------------- 970 START TIME ----- ------ 13:43 ID No. ----------------- 916194565601 RESOLUTION ----------------- STANDARD TOTAL PAGE ----------------- 02 MACHINE ENGAGED ----------------- 00'43 INFORMATION ----------------- OK ERROR PAGE ----------------- o� -c2 FA.X TRANSMITTAL City of La Quanta � Gomrrauttsty Development Depgrtment F 78-495 Calla Tampico L,a Qtiinta� California 92253 Phone: 760-777-7 1 25 F ax 760-777-1 233 • -2...r •�.�*-rrrr. �r • Z• rr rG rr sue.-•- s o r�.> s:r > rr y. ,. ►2• v.� - .�..�• Jam. r-. -�- • • y > FAX NO_ L, !r — 4,S'6 49 FROM _ G-72� GS (76n1 777-1 2-:33 -- Page 1 ]SATE_ -rryt.> r-A-+vro-.'- � w-'v-'.rss- � -�- � �"l-•2--•ram w-"ry�- Co:7yYT�ents- _� If you did not receive all pages of this documents, Tease call (76Q� 777-'.yQ6 % _-- MAILING AppRESS: P O BOX 1504, LA CQLJINTA, GALIFORNIA 92253 0 • 3E3E3E SUCCESSFUL TX REE?ORT 04-15-99 13:42 ID: 760 777 1233 City of LaQuinta Comm.Dev.Dept JOB No. ----------------- 969 START TIME ----------------- 13:41 ID No. ----------------- 97714073 RESOLUTION ----------------- STANDARD TOTAL PAGE ----------------- 02 MACHINE ENGAGED ----------------- 00'44 INFORMATION ----------------- OK ERROR PAGE ----------------- o- FAX 1►"RANSMITTAL � City of La Quinta Community 1?evaiopment pelyartrnent 0 78-495 C -RLUa-rBxnPico La Quinta, California 92253 phone_ 760-777-7125 Pax = 760-777-1233 �1�•� r r..•2• w � > .�•r .� .��> s�.r r � i .�.•:�'r•• � �'r � wrr•L-r►r.r � sr...� .�. �_.y-: 2•.+�•.�.r.,.•�► r-r �•:i • .,• m i`'OS s u c 7-,f NO. —air (7601 777-1233 /ga LA � / 1rf,- Pages 1 of — • v o r ••r •*r �'-� � g•r .r•s��*•-'r•�--� ai � .r�'ry > �--�-:-� > � �r> �-•.,;""�" Coriiin�*lts _ If you did not receive all pages of this documents, plcase call (760� 777- �a6 MAILING ADDFtESS_ p C7 SOX 1504, LA C2UINTA, CAL��ORNIA 92253 P:�- .. • 17-� IMPtRi [ IIDPD-DDC R R'i t ION I JR1[J COACHELLA VALLEY POWER DIVISION 81-600 AVENUE 58 - P. O. BOX 1080 - LA QUINTA, CALIFORNIA 92253-1080 TELEPHONE (760) 398-5854 - FAX (760) 391-5999 City of Indio Greg Trousdell, Associate Planner P.O. Box 1504 La Quinta, CA 92253 Subject: Adjust common lots in tract 28444 Lot line adjustment 99-302 Dear Mr. Trousdell: April 6, 19019) We assessed the impact this project will have on electrical service to the area. We found that although the impact is not significant, the cumulative impact of projects of this size do increase the electrical demand on Imperial Irrigation District's (IID's) system. Also, in commercial projects of this nature, III) recently adopted a policy where the electrical service to the site must be served underground, from existing IID surrounding facilities that are either overhead or underground. Sincerely, , c Enric�ie De Leon Distribution Supervisor EDL:ns cc: Tom King 5 1999 CITY OF LAQUINTA DEI'ARTMENTh' FROM: COMMUNITY DEVELOPMENT DEPARTMENT _City Manager &oftSlic Works _Building & Safety Community Services ire Marshal ClIanber of Commerce —✓1r'�Er, i I Irrigation District southern California Gas _Desert Sands School District CV Unified School District VC�V Water District Fish and Game Riverside County: CASE NO(S): 0 24, 1999 R EC r� I V E �_ MAR 2 1999 F ;v. %o. Fir,) Dept. _Waste Management Planning Manager US Postal Service Principal Planners __jeK'eneral Telephone t/Associate Planners _j,t4AediaOne Sunline Transit Caltrans _Agricultural Commission CV Archaeological Society BIA - Desert Council _City of Indio/Indian Wells CV Mountain Conservancy CV Recreation & Park District ✓C`,ommunity Development Director Sheriffs Department Planning Department Environmental Health PROJECT DESCRIPTION PROJECT LOCATION: LOT LINE ADJUSTMENT 99-302 ADJUST COMMON LOTS IN TRACT 28444 INTERSECTION OF WEISKOPF AND MADISON STREET (PGA WEST RESORT AND CLUB) Comments made by: ►.�raH�-� sz�,��1cs Title: 15 Date: 3 Phone: 3 - W'i. Agency/Division: rvm Mlaf-t 1 Please send your response to the City of La Quinta, Community Development Department, c/o Greg Trousdell, Associate Planner, P.O. Box 1504, La Quinta, CA 92253 by April 7,1999. If you have any questions, please contact me at 760-777-7067 (760-777-1233 Fax). c: Marcus Fuller, Assistant Engineer AgencyLLA 302 - c MDS ponsulting Pianuers • Engineers • SarWyors 79-799 Old Avenue 52 760/771-4013 La Quinta, CA 92253 FAX 771-4073 TO: CITY OF LA QUINTA I� Ii c DATE: April 5, 1999 78495 CALLE TAMPICO �1�j AP"' ��gg V' PROJECT NO.: 44600 LA QUINTA, CA 92253 1 ;ITY OF LAOUINTA I SUBJECT: TR. 28444 ATTENTION: GREG TROUSDEdL PLANNING DEPARTMENT I LLA 99-302 THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH VIA: DELIVERY ❑ UNDER SEPARATE COVER NO. OF ITEMS DESCRIPTION 1 SET SIGNED ORIGINAL LEGALS AND PLATS 1 SET REVISED 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: THE CURVED PORTION OF THE LOT LINE BETWEEN LOTS C AND D HAS BEEN REVISED. T ® ENCLOSURE ❑ COPIES TO: BY: Tacy Myers MDs Morse Doirich schui& 0 • LOT A EXHIBIT "A" LOT LINE ADJUSTMENT 99-302 THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89°49'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001,10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18032'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21 ", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76058'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'10", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 G:44460MLEGAMLL99-302.DOC 04/05/99 CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79138'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET, THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42025'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 3.39 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031'31", AN ARC LENGTH OF 35.14 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67029'31" EAST; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 24.47 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.075 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 GA4460MLEGAMLL99-302.DOC 04/05/99 • • LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0010'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67029'31" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 80031'31 ", AN ARC LENGTH OF 35.14 FEET; THENCE NORTH 76058'00" WEST, 3.39 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.407 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 GA44600\LEGALS\LL99-302.DOC 04/05/99 LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89056'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78°31'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60°32'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76042'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89149'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010,50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33°01'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30", THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 GA4460MLEGALSTL99-302.DOC 04/05/99 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11 °16'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9-48,35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7003'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21 ", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77028'00" EAST, 41.84 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LAND PREPARED BY: ow�5 A v 'i L.S. 6588 � t U Exp. 12-31-99 CHRIS J. BERG P.L.S. 6 8 DATE EXP. 12/31/99 qTF pF CAQF PAGE 5 OF 5 G:\44600\LEGALS\LL99-302.DOC 04/05/99 LEGEND • EXHIBIT SHEET 1 OF 3 -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN LOT LINE ADJUSTMENT NO. 99-302 NEW LOT LINE LOTS A. B. C, D, 0, R. & S OF TRACT I O7 % OLD LOT NO. NO. 28444, M.B. 271/57-62 LOT 4 NEW LOT NO. LOT rL I TRACT NO, 2@4441 i\il.o. 271 / 57-62 ~ LOT D 0 I_DT J r------ 3 4 cs u I � OT LOT r) �yE�SKo I 1 /LOT 0 F SCALE 1 " =100' LOT 8 s LT 32 W ' W 1 I_0T A � ,t LOT A I 1 I Z TRACT 1\1J.2,3%'f'r O I �LANp SJ.G JNAS. 27-J l 5� 7�62 33 D o L.S. 6588 J * Exp. 12-31-99 ��qTF Of-CAL�F�EZ�\P LDT � i U 4 RV44 Y SI99 CHRIS J. B&GH, P. S. 6588 DATE EXP. 12/31/99 MDSMvs CONsuc T/N0 MORSE • DOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 Lo Quints, CA 92253 FAX 771-4073 E—MAIL mdsloquintoOmdsoonsulting.net LOT LINE ADJUSTMENT N0. 99-302 CITY OF LA QUINTA PLANNING ENGINEERING SURVEYING FILE.I.-i445001AMPPINGILL99-3021LLA-01.DWG 4-05-99 LEGEND — — — — — — — EXISTING LOT LINE TO BE A TED EXISTING LOT LINE TO REMAIN NEW LOT LINE L J r it OLD LOT NO. LOT 4 NEW LOT NO. —4 —RAD N 89' LOT R N 89'56'09'W 743,27' 1 Tr?r�CT 1\10. 28444 Qr NJ,& 27-1 / Li 57-6 2 1 Q , n? D g d LOT 2" tiro 34 8 S %8 ?76 -pRC4212C ,w ?✓ �\ N RAD-pRC 78°3123•W N RAIj p' — 2 �6�I4S� 3 E Nj�,;;; RAD R�0'w _i N81 EXHIB» B » SHEET 2 OF 3 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 N 89'24'20'W RAD 0 LOT D 0.407 AC, 3 ILOT J o I T F�\ S N "p, L------ Z J �� . I 31 ci � 91✓ LOT C RAD RAIL1 w S 00' —�I —N 77037'51'W tN 0' 1' 14�W 15. �i 070' 41,84' 1 22 12J IV. / Q F— � F I T,o M LA- — ZI^� 1�� l.rq cif ©1Z w'^ V o 55 Z ;� NR80'44'53'E_ 4 J 3 P LOT D CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7,05' 3.55' 2 17'58'55' 20,50' 6.43' 3.24' 3 11'16'33' 99.50' 19,58' 9,82' 4 10'37'02' 20,50' 3,80' 1,90, 5 70'56'18' 24,50' 30.33' 17.46' 6 2'27'57' 266.00' 11,45' 5,72' 7 79'22'21' 24.50' 33,94' 20.33' 8 5'03'50' 20.50' 1.81, 0,91, 9 9'46'50' 418.50' 71,44' 35.81' 10 88'24'26' 24.50' 37,80' 23,83' 11 117'41'43' 24.50' 50,33' 40,53' 12 80'31'31' 25.00' 35,14' 21,17' 13 0'55'43' 381.50' 6.18' 3.09' SCALE 1" =50' 75.00' N 89'56'09'W 00A 55,00' N 55' LI -- i LOT C �2~v \� N 76' , 1 0,075 AC �ihb^� M " S8, 00 W 84,99' 1t� LOT Q " � /L - cu WfISKo ------ F .� LOT, Q Zo N; 0.3801 AC, I � N 4'Zq�E I ►'7 h N RAD-PRC 21 0 11 N LOT J LOT S� _ _ LOT ALai 8 N RAD3PRC+E 3) 0.454 AC. 0.180 AC. �� LOT A I TRACT 1\10. ,3 44 1a•5\ 0.327 AC. NIB, 71 / 57-6 2 � 1 SEE SHEET 3 CONSUL T/NO MORSE DOKICH SCHULTZ kv-sA/OS 79-799 Old Avenue 52 (760) 771-4013 La Ouinto, CA 92253 FAX 771-4073 E—MAIL mdsloquintoOmdsaonsulting.net PLANNING ENGINEERING SURVEYING C&a 0- m cu C. m & Q� W W Z O N 0 J U COURSE TABLE 1 �GAG cu a- s � L.S. 6588 Exp. 12-31-99 CAL1F��\P a U N 3 * o T9TF �F 0 LAND cc J. & NO BEARING DIST, 21 N 13'02'00'E 8,00' 22 N 76'58'00'W 8,00' 23 N 89'49'26'E RAD 8,00' 24 N 76'58'00'W 3.39' PREPARED UNDER THE SUPERVISION OF: CHI S J. 8 E R P.L.S. 6 DA E EXP. 12/31/99 Icu 3 , 3 LOTH AN 2 o Uo CITY OiFbOff a 1 A QUINTA I cu 55' I z� Z� SEE SHEET YLE.- I.• � 446001 AMPPINGI LL99-.3021 LLA-02DWG 4-05-99 LECEM , - - - - - - - EXISTING LOT LINE TO BE ADS EXISTING LOT LINE TO REMAIN NEW LOT LINE L 0 T 41 OLD LOT NO. LOT 4 NEW LOT NO. EXHIB"B" SHEET 3 OF 3 LOT LINE ADJUSTMENT NO. 99-302 LOTS A, B, C. D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 SEE SHEET 2 LOT r Q 55' � I � � I C/l IMEISK' `31 h OPF N ' LOT; 0 0.3801 AC. N 6°580O'WL--� 2 7 12 J T 5Z �a•5 J J 14 85g4' 13 12 I ' _ 11 �I ti �N l9°3PRC'E N 89;S6-, 2'W LO II B co 6 RAD,- A a' o< , - .18� AC. �y ;� Ns 55' 3� �o RAC PC 15 I 5 �RI r� 116 LOT ~ 18 55' 11 1 0 T 0T A J� 0.327 AC. 19 O 4 T.FRACT 1\10. @44A,����Q�� _ f -1 / 6 f - 6 3 RAD -pRpI 33 /LOT S CURVE TABLE 0.454 AC. � NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7.05' 3.55' 2 117'41'43' 24,50' 50,33' 40.53' 3 1'01'23' 1160.00' 20.71' 10,36' 4 10'32'00' 200.00' 36,77' 18.44' 5 76'47'10' 52.00' 69.69' 41.20' 6 14'43'21' 24,50' 6.30' 3.17' 7 102'58'22' 24.50' 44,03' 30.79' LOT � O I O o 7p N 89°49'10'E 243,70' Mos CONSUL T/Nl3 MORSE OOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 La 0uinta, CA 92253 FAX 771-4073 MD,SE—MAIL mdslaquintaOmdsaonsulting.net P.O. PLANNING ENGINEERING SURVEYING LOT S 55' cr,I M M co 7* N cu M 0 �� N0 I Ln cu 3 � I 0 J U RAD N_88'47'47'E_ 55.00' I SCALE 1" =50' COURSE TABLE NO BEARING DIST. 11 N 13'02'00'E 8.00' 12 N 76'58'00'W 8,00' 13 N 76'58'00'W 14.64' 14 N 76'58'00'W 36.00' 15 N 13'02'00'E RAD 8.00' 16 N 89'49'10'E RAD 8.00' 17 N 0'10'50'W 8.00, 18 N 89'49'10'E 9.00, 19 N 0'10'50'W 11,69' OAP` LAND J. CJ L.S. 6588 * Exp. 12-31-99 ��qTF OF CAl PREPARED UNDER THE SUPERVISION OF: rL. 4 �L4 Y�qq CHRIS J. BE(OH, P.L.S. 88 DATE EXP. 12/31/99 LOT LINE ADJUMER NO. 99-302 CITY OF LA QUINTTA FILE.- 1.-1446OOl U4PPINCI LL99-302�LLA-OJDWO 4-05-99 R44enlla.out TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID : BDRY EXHIBIT "B" BOUNDARY - LOT LINE ADJUSTMENT NO. 99- COURSE BEARING START- 4117 4161 S 89-49-10 W 4162 N 0-10-50 W 4120 S 89-49-10 W CURVE DELTA= 33-01-10 T= 77.508 4163 N 56-48-00 E 4122 N 56-48-00 E CURVE DELTA= 22-47-30 T= 84.353 4164 S 79-35-30 W 4165 S 79-35-30 W CURVE DELTA= 16-10-01 T= 3.551 4166 N 63-25-29 E 4167 N 63-25-29 E CURVE DELTA= 17-58-55 T= 3.244 4168 S 81-24-24 W 4169 S 81-24-24 W CURVE DELTA= 11-16-33 T= 9.823 4170 N 70-07-51 E 4171 N 70-07-51 E CURVE DELTA= 10-37-02 T= 1.905 4172 S 80-44-53 W 4173 S 80-44-53 W CURVE DELTA= 70-56-18 T= 17.45E 4174 N 9-48-35 E 4175 N 9-48-35 E CURVE DELTA= 2-27-57 T= 5.72E 4079 S 12-16-32 W 4270 N 7-03-41 E 4271 N 7-03-41 E CURVE DELTA= 79-22-22 T= 20.33C 4272 S 72-18-40 E 4273 S 72-18-40 E CURVE DELTA= 5-03-5C T= 0.901 4274 N 67-14-50 W 4275 N 67-14-50 W CURVE DELTA= 11-16-3� T= 9.82; 4276 S 78-31-23 E 4277 S 78-31-23 E CURVE DELTA= 17-58-5` DISTANCE 67.00 15.00 261.50 R= CH= 261.50 418.50 R= CH= 418.50 25.00 R= CH= 25.00 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= CH= 20.50 24.50 R= CH= 24.50 266.00 R= CH= 266.00 64.72 24.50 R= CH= 24.50 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= 20.500 Page 1 261.500 148.625 418.500 165.380 25.000 7.031 20.500 6.407 99.500 19.550 20.500 3.793 24.500 28.433 266.000 11.447 24.500 31.291 20.500 1.811 99.500 19.550 C O O R D I N A T E S NORTH EAST 4776.491 10234.785 4776.280 10167.786 4791.280 10167.738 4790.456 9906.240 L= 150.702 A=-1072.726 4933.644 10125.054 5162.799 10475.240 L= 166.475 A= 911.451 5087.192 10063.626 5082.675 10039.037 L= 7.054 A= -1.165 5093.860 10061.396 5103.031 10079.730 L= 6.434 A= 1.077 5099.968 10059.460 5085.100 9961.077 L= 19.582 A= -6.276 5118.918 10054.654 5125.885 10073.934 L= 3.799 A= 0.222 5122.589 10053.700 5118.650 10029.519 L= 30.334 A=-87.919 5142.792 10033.693 5404.903 10079.014 L= 11.448 A= 0.470 5144.985 10022.458 5209.214 10030.415 5233.528 10033.426 L= 33.940 A=-120.790 5226.084 10056.768 5219.855 10076.299 L= 1.812 A= 0.024 5227.783 10057.394 5266.265 9965.637C1O L= 19.582 A= -6.276 5246.468 10063.147 5242.389 10083.238 L= 6.434 R44enlla.out T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4280 S 76-42-29 E 25.00 5259.018 10067.951 4122 S 76-42-29 E 418.50 5162.799 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.807 10090.215 4124 N 66-55-39 W 281.50 5437.126 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A= -392.025 4282 S 89-20-09 E 281.50 5433.863 10112.714 4384 S 89-56-09 E 100.03 5433.751 10212.744 1562 S 0-10-34 E 185.00 5248.752 10213.312 4160 S 89-56-09 E 20.00 5248.729 10233.312 4116 S 0-10-34 E 216.52 5032.210 10233.978 4117 S 0-10-50 E 255.72 4776.492 10234.784 CLOSURE: S 79-10-40 E 0.002 AREA = 87742.3 SQ. FT. AREA = 2.01429 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. LOTA NEW LOT A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4310 4776.397 10204.786 4309 N 0-10-50 W 15.00 4791.397 10204.738 4120 S 89-49-10 W 298.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A=-1397.765 4308 N 56-48-00 E 298.50 4953.904 10156.014 4122 N 56-48-00 E 381.50 5162.799 10475.240 CURVE DELTA= 18-32-17 R= 381.500 L= 123.434 T= 62.261 CH= 122.897 A= 408.657 1774 S 75-20-17 W 381.50 5066.236 10106.163 1775 N 75-20-17 E 24.50 5072.437 10129.865 CURVE DELTA= 14-43-21 R= 24.500 L= 6.295 T= 3.165 CH= 6.278 A= 0.846 1779 N 89-56-22 W 24.50 5072.463 10105.365 1780 S 76-58-00 E 14.64 5069.161 10119.628 1781 N 13-02-00 E 8.00 5076.955 10121.432 1782 S 76-58-00 E 8.00 5075.151 10129.22613❑ 1783 N 13-02-00 E 8.00 5082.945 10131.030 1784 S 76-58-00 E 36.00 5074.826 10166.103 1785 S 13-02-00 W 8.00 5067.032 10164.298 1786 S 76-58-00 E 8.00 5065.228 10172.092 1787 S 13-02-00 W 8.00 5057.434 10170.288 1788 S 13-02-00 W 52.00 5006.774 10158.561 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= 495.707 1789 N 89-49-10 E 52.00 5006.938 10210.561 1790 N 89-49-10 E 8.00 5006.963 10218.561 Page 2 R44enlla.out 1791 S 0-10-50 E 8.00 4998.963 10218.586 1792 N 89-49-10 E 9.00 4998.991 10227.586 1793 S 0-10-50 E 11.69 4987.301 10227.623 1794 S 89-49-10 W 200.00 4986.671 10027.624 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= 20.676 1795 S 79-38-50 E 200.00 4950.729 10224.368 1796 S 79-38-50 E 840.00 4799.774 11050.693 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A= -364.731 1797 S 89-49-10 W 840.00 4797.127 10210.697 1798 N 89-49-10 E 1160.00 4800.783 11370.691 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= -0.638 1799 S 88-47-47 W 1160.00 4776.416 10210.947 4310 S 89-49-10 W 6.16 4776.397 10204.787 CLOSURE: S 82-00-43 W 0.001 AREA = 14232.5 SQ. FT. AREA = 0.32673 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. : LOTB NEW LOT B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1799 4776.416 10210.946 1798 N 88-47-47 E 1160.00 4800.782 11370.690 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= 0.638 1797 S 89-49-10 W 1160.00 4797.127 10210.695 1796 N 89-49-10 E 840.00 4799.774 11050.691 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A= 364.731 1795 N 79-38-50 W 840.00 4950.729 10224.366 1794 N 79-38-50 W 200.00 4986.671 10027.622 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= -20.676 1793 N 89-49-10 E 200.00 4987.301 10227.621 1792 N 0-10-50 W 11.69 4998.991 10227.585 1791 S 89-49-10 W 9.00 4998.963 10218.58511❑ 1790 N 0-10-50 W 8.00 5006.963 10218.559 1789 S 89-49-10 W 8.00 5006.937 10210.559 1788 S 89-49-10 W 52.00 5006.774 10158.560 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= -495.707 1787 N 13-02-00 E 52.00 5057.434 10170.287 1786 N 13-02-00 E 8.00 5065.228 10172.091 1785 N 76-58-00 W 8.00 5067.032 10164.297 1784 N 13-02-00 E 8.00 5074.826 10166.101 1783 N 76-58-00 W 36.00 5082.945 10131.028 1782 S 13-02-00 W 8.00 5075.151 10129.224 1781 N 76-58-00 W 8.00 5076.955 10121.430 1780 S 13-02-00 W 8.00 5069.161 10119.626 1779 N 76-58-00 W 14.64 5072.463 10105.363 1775 S 89-56-22 E 24.50 5072.437 10129.863 Page 3 • • R44enlla.out CURVE DELTA= 102-58-22 R= 24.500 L= 44.032 T= 30.786 CH= 38.341 A= 246.924 1776 N 13-02-00 E 24.50 5096.305 10135.389 1777 S 76-58-00 E 85.54 5077.015 10218.725 1778 S 24-24-25 E 36.83 5043.476 10233.944 4116 S 0-10-34 E 11.27 5032.206 10233.978 4117 S 0-10-50 E 255.72 4776.487 10234.784 1799 S 89-49-10 W 23.84 4776.412 10210.944 CLOSURE: N 17-24-06 E 0.004 AREA = 7987.6 SQ. FT. AREA = 0.18337 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. LOTC NEW LOT C C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4160 5248.728 10233.314 1755 S 0-10-34 E 24.47 5224.258 10233.389 1756 S 42-25-21 W 45.63 5190.574 10202.607 1757 N 76-58-00 W 84.99 5209.741 10119.807 1758 N 13-02-00 E 24.50 5233.610 10125.332 CURVE DELTA= 88-24-26 R= 24.500 L= 37.803 T= 23.828 CH= 34.163 A= 163.083 1759 N 78-33-34 W 24.50 5238.470 10101.319 4122 S 78-33-34 E 381.50 5162.799 10475.239 CURVE DELTA= 0-55-43 R= 381.500 L= 6.183 T= 3.092 CH= 6.183 A= 0.052 1773 N 77-37-51 W 381.50 5244.520 10102.594 1772 S 76-58-00 E 10.21 5242.217 10112.541 1771 S 13-02-00 W 8.00 5234.423 10110.737 1770 S 76-58-00 E 8.00 5232.619 10118.531 1769 S 13-02-00 W 8.00 5224.825 10116.727 1768 S 76-58-00 E 51.50 5213.211 10166.900 1767 N 13-02-00 E 8.00 5221.005 10168.704110 1766 S 76-58-00 E 8.00 5219.201 10176.498 1765 N 13-02-00 E 8.00 5226.995 10178.302 1764 S 76-58-00 E 3.39 5226.230 10181.605 1763 N 13-02-00 E 25.00 5250.586 10187.243 CURVE DELTA= 80-31-31 R= 25.000 L= 35.136 T= 21.174 CH= 32.315 A= -130.960 1762 S 67-29-31 E 25.00 5241.016 10210.339 1761 N 89-49-26 E 8.00 5241.040 10218.339 1760 N 0-10-34 W 7.70 5248.740 10218.315 4160 S 89-56-09 E 15.00 5248.724 10233.315 CLOSURE: N 14-16-22 W 0.004 AREA = 3268.0 SQ. FT. AREA = 0.07502 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. : LOTD NEW LOT D Page 4 • R44enlla.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1760 5248.745 10218.314 1761 S 0-10-34 E 7.70 5241.045 10218.337 1762 S 89-49-26 W 8.00 5241.020 10210.338 1763 N 67-29-31 W 25.00 5250.591 10187.242, CURVE DELTA= 80-31-31 R= 25.000 L= 35.136 T= 21.174 CH= 32.315 A= 130.960 1764 S 13-02-00 W 25.00 5226.235 10181.604 1765 N 76-58-00 W 3.39 5226.999 10178.301 1766 S 13-02-00 W 8.00 5219.205 10176.497 1767 N 76-58-00 W 8.00 5221.009 10168.703 1768 S 13-02-00 W 8.00 5213.215 10166.899 1769 N 76-58-00 W 51.50 5224.830 10116.726 1770 N 13-02-00 E 8.00 5232.623 10118.530 1771 N 76-58-00 W 8.00 5234.428 10110.736 1772 N 13-02-00 E 8.00 5242.222 10112.540 1773 N 76-58-00 W 10.21 5244.524 10102.593 4122 S 77-37-51 E 381.50 5162.803 10475.238 CURVE DELTA= 10-42-12 R= 381.500 L= 71.267 T= 35.738 CH= 71.164 A= 78.929 4286 N 66-55-39 W 381.50 5312.311 10124.254 4124 N 66-55-39 W 318.50 5437.130 9831.231 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= -506.528 4285 S 89-24-20 E 318.50 5433.826 10149.714 4384 S 89-56-09 E 63.03 5433.755 10212.744 1562 S 0-10-34 E 185.00 5248.756 10213.312 1760 S 89-56-09 E 5.00 5248.750 10218.312 CLOSURE: S 15-13-18 AREA = E 17731.4 0.006 SQ. FT. AREA = 0.40706 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 L; BLOCK ID BDRY LOT NO. LOTQ NEW LOT Q COURSE BEARING DISTANCE START- 1778 1777 N 24-24-25 W 36.83 1776 N 76-58-00 W 85.54 1775 S 13-02-00 W 24.50 CURVE DELTA= 117-41-43 R= 24.500 T= 40.530 CH= 41.934 1774 S 75-20-17 W 24.50 4122 N 75-20-17 E 381.50 CURVE DELTA= 26-06-09 R= 381.500 T= 88.436 CH= 172.303 1759 N 78-33-34 W 381.50 1758 S 78-33-34 E 24.50 CURVE DELTA= 88-24-26 R= 24.500 T= 23.828 CH= 34.163 1757 S 13-02-00 W 24.50 1756 S 76-58-00 E 84.99 Page 5 C O O R D I N A T E S NORTH EAST 5043.474 10233.945 5077.013 10218.726 5096.304 10135.390 5072.435 10129.865 L= 50.327 A=-350.768 5066.233 10106.162 5162.797 10475.239 L= 173.802 A= 1134.954 5238.468 10101.319 5233.608 10125.333 L= 37.803 A=-163.083 5209.739 10119.807 5190.573 10202.608 R44enlla.out 1755 N 42-25-21 E 45.63 5224.256 10233.390 1778 S 0-10-34 E 180.78 5043.477 10233.945 CLOSURE: S 5-54-40 W 0.003 AREA = 16544.6 SQ. FT. AREA = 0.37981 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. : LOTR NEW LOT R C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4272 5226.083 10056.768 4273 S 72-18-40 E 20.50 5219.854 10076.299 CURVE DELTA= 5-03-50 R= 20.500 L= 1.812 T= 0.907 CH= 1.811 A= 0.024 4274 N 67-14-50 W 20.50 5227.782 10057.394 4275 N 67-14-50 W 99.50 5266.264 9965.637 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4276 S 78-31-23 E 99.50 5246.467 10063.147 4277 S 78-31-23 E 20.50 5242.388 10083.237 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165011 4280 S 76-42-29 E 25.00 5259.017 10067.950 4122 S 76-42-29 E 418.50 5162.798 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.806 10090.215 4124 N 66-55-39 W 281.50 5437.125 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A= -392.025 4282 S 89-20-09 E 281.50 5433.862 10112.714 4285 S 89-56-09 E 37.00 5433.821 10149.714 4124 N 89-24-20 W 318.50 5437.125 9831.231 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= 506.528 4286 S 66-55-39 E 318.50 5312.306 10124.254 4122 S 66-55-39 E 381.50 5162.798 10475.238 CURVE DELTA= 14-54-15 R= 381.500 L= 99.238 T= 49.901 CH= 98.959 A= -212.762 1719 N 81-49-54 W 381.50 5217.002 10097.608 4272 N 77-28-00 W 41.84 5226.082 10056.765 CLOSURE: N 74-23-33 E 0.003 AREA = 8221.3 SQ. FT. AREA = 0.18874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID BDRY LOT NO. LOTS Page 6 R44enlla.out NEW LOT S C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4161 4776.280 10167.786 4162 N 0-10-50 W 15.00 4791.280 10167.738 4120 S 89-49-10 W 261.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 261.500 L= 150.702 T= 77.508 CH= 148.625 A=-1072.726 4163 N 56-48-00 E 261.50 4933.644 10125.054 4122 N 56-48-00 E 418.50 5162.799 10475.240 CURVE DELTA= 22-47-30 R= 418.500 L= 166.475 T= 84.353 CH= 165.380 A= 911.451 4164 S 79-35-30 W 418.50 5087.192 10063.626 4165 S 79-35-30 W 25.00 5082.675 10039.037 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4166 N 63-25-29 E 25.00 5093.860 10061.396 4167 N 63-25-29 E 20.50 5103.031 10079.730 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4168 S 81-24-24 W 20.50 5099.968 10059.460 4169 S 81-24-24 W 99.50 5085.100 9961.077 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4170 N 70-07-51 E 99.50 5118.918 10054.6540❑ 4171 N 70-07-51 E 20.50 5125.885 10073.934 CURVE DELTA= 10-37-02 R= 20.500 L= 3.799 T= 1.905 CH= 3.793 A= 0.222 4172 S 80-44-53 W 20.50 5122.589 10053.700 4173 S 80-44-53 W 24.50 5118.650 10029.519 CURVE DELTA= 70-56-18 R= 24.500 L= 30.334 T= 17.456 CH= 28.433 A=-87.919 4174 N 9-48-35 E 24.50 5142.792 10033.693 4175 N 9-48-35 E 266.00 5404.903 10079.014 CURVE DELTA= 2-27-57 R= 266.000 L= 11.448 T= 5.725 CH= 11.447 A= 0.470 4079 S 12-16-32 W 266.00 5144.985 10022.458 4270 N 7-03-41 E 64.72 5209.214 10030.415 4271 N 7-03-41 E 24.50 5233.528 10033.426 CURVE DELTA= 79-22-21 R= 24.500 L= 33.940 T= 20.330 CH= 31.291 A=-120.790 4272 S 72-18-40 E 24.50 5226.084 10056.768 1719 S 77-28-00 E 41.84 5217.004 10097.611 4122 S 81-49-54 E 381.50 5162.800 10475.241 CURVE DELTA= 41-22-06 R= 381.500 L= 275.448 T= 144.036 CH= 269.504 A=-4447.512 4308 S 56-48-00 W 381.50 4953.904 10156.015 4120 S 56-48-00 W 298.50 4790.457 9906.241 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A= 1397.765 4309 N 89-49-10 E 298.50 4791.397 10204.739 4310 S 0-10-50 E 15.00 4776.398 10204.787 4161 S 89-49-10 W 37.00 4776.281 10167.787 CLOSURE: S 57-15-50 W 0.001 AREA = 19758.4 SQ. FT. AREA = 0.45359 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 Page 7 i • R44enlla.out COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 87742.3 SQ.FT. TOTAL LOT AREA = 87743.8 SQ.FT. 2.01429 ACRES 2.01432 ACRES❑❑ LOT ACREAGE PAGE 1 TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 BLOCK ID LOT NO. ACRES (SQ. FEET) BDRY LOTA 0.327 14232.5 BDRY LOTB 0.183 7987.6 BDRY LOTC 0.075 3268.0 BDRY LOTD 0.407 17731.4 BDRY LOTQ 0.380 16544.6 BDRY LOTR 0.189 8221.3 BDRY LOTS 0.454 19758.4 ❑❑❑❑ Traverse Analysis and Checking (PTRAV) TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - MAR. 19, 1999 TRACT NO.: DATE: 3/19/99 TIME: 13:37 POINT FILE: 1921 POINTS= 5000 DIRECTORY PATH: DATA FILE: ENT44LLA.P ******************** Page 8 o �� o� E OF ?� ce y" 4 /PP aubta March 24, 1999 FROM: COMMUNITY DEVELOPMENT DEPARTMENT ylManager ic Works _Building & Safety Community Services ire Marshal _Chamber of Commerce wfl�kperial Irrigation District &OSouthern Cali;Fonua Gas _Desert Sands School District CV Unified School District VC{V Water District Fish and Game _Waste Management Planning Manager US Postal Service principal Planners :�o:C9'eneral Telephone {/Associate Planners _h,.MediaOne Sunline Transit Caltrans _Agricultural Commission CV Archaeological Society BIA - Desert Council _City of Indio/Indian Wells CV Mountain Conservancy CV Recreation & Park District ✓Community Development Director Riverside County:_Sheriffs Department Planning Department _Environmental Health CASE NO(S): LOT LINE ADJUSTMENT 99-302 PROJECT DESCRIPTION: ADJUST COMMON LOTS IN TRACT 28444 PROJECT LOCATION: INTERSECTION OF WEISKOPF AND MADISON STREET (PGA WEST RESORT AND CLUB) M Comments made by: Agency/Division: Please send your response to the City of La Quinta, Community Development Department, c/o Greg Trousdell, Associate Planner, P.O. Box 1504, La Quinta, CA 92253 by April 7,1999. If you have any questions, please contact me at 760-777-7067 (760-777-1233 Fax). c: Marcus Fuller, Assistant Engineer AgencyLLA 302 -c xox • CITY OF LA QUINTA . COMKJNITY DEVELOPMENT DEPARTMENT • 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 APPLICATION FOR LOT LINE ADJUSTMENT OFFICE USE ONLY 11 u Zoning: LLA No. qG - 3oZ.11 11 n Related Cases: 11 II Reviewed By: Date: Yk-L 3��1ti GG ii; APPLICANT " Name: La►P�orit� C-�oL� k1�-r t„t,, c:. Address: NCO 9;- I.�I,ost-t► O.-toil A-41 s't1. loo Daytime _ (Mailing) vo Phone: C� (oo) b3�1- Fb2.38 (City) (State) (Zip) PROPERTY OWNERS Owner "A" Name: Address: Zoo �- I�J,ys�t�tJG'Co�.t p.v� �,S�fr t60 Srn�► c�, co , lam. q� crl� Phone: (City) (State) (Zip) Owner "B" Name: Address: (City) (State) (Zip) Phone: Owner "C" Name: Address: Phone: (City) (State) (Zip) PROPERTY DATA Property A: Assessor's Parcel Number: Street Address (if any): Property B: Assessor's Parcel Number: Street Address (if any): Property C: Assessor's Parcel Number: Street Address (if any): ADJUSTMENT REQUESTED: 16P I of90 -0-13 lint -onto -oho MAR- 2 2.1999 1 REASON FOR REQUEST: ii�)t5-Tit-1U ek,�tf�Q.lCLQQ>( ,Q& L`t Ab-c- �S AM � 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 Applications and, 3) The information submitted in connection with this Application -is true and correct. Representativ Signature: (Attach Letter(s) of Aut l&a9q Owner "H"• Name Date Owner "C"• Date ation to 3' ►?Qq9 s MR/FORMLLA.001 EXHIBIT "A" LOT LINE ADJUSTMENT 99- LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89049'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33°01'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, ALONG SAID CURVE. THROUGH A CENTRAL ANGLE OF 18°32'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76058'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; " THENCE SOUTH -13°02'00". WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89°49'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'10", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 GA44600\LEGALS\LL99-.D0C 03/17/99 CENTRAL ANGLE OF 10°32'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79038'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET, THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; THENCE SOUTH 13002"00" WEST, 8.00 FEET; THENCE NORTH 76°58'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C - THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 2.71, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42°25'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055'43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13°02'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 11.50 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 24.477 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.073 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 - G:\44600\LEGALS\LL99-.DOC 03/17/99 LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89°56'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0010'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 76058'00" WEST, 11.50 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET THENCE NORTH 76°58'00" WEST, 8.00- FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.409 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 001 0'34"WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24°24'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 G:\44600\LEGALS\LL99-.D0C 03/17/99 0 LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89°56'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22°28'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40 WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78031'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60032'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH -A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76°42'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC 'LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30", THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 GA44600\LEGALS\LL99-.DOC 03/17/99 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048,35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027157", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7°03'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77928'00" EAST, 41.84 FEET, TO THE . BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0°10'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. c3N LANp `rG PREPARED BY: CL U S L5. 6588 Exp.12-31-99 CHRIS J. BERG P.L.S. 65 DATE EXP. 12/31 /99 qTF OF OqL\F� PAGE 5 OF 5 G:\44600\LEGALS1LL99-.DOC 03/17/99 LEMND w -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE LOT T 4 OLD LOT NO. LOT 4 NEW LOT NO. TRACT NO. 28444 MS. 271 / 57-062 LA J. i V = 0 L.S. 6588 * Exp. 12-31-99 �fglF Gk' CAL�F�\P M TRACT NO. 28444 M's, 271 / 57-62 EXHIBIT*" B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, do S OF TRACT NO. 28444, M.B. 271 /57-62 k � LAg i4 99 CHRIS J. BER H, P.L.. 6588 DATE EXP. 12/31 /99 MDSI/OS CONSUL T/NG MORSE OOKICM SCHULIZ 79-799 Old Avenue 52 (760) 771-4013 La Ouinta, CA 22253 FAX 771-4073 E—MAIL mdelaquintoOmdeconeulting.net PLANNING ENGINEERING SURVEYING SHEET 1 OF 3 i SCALE 1"=100' LOT LINE ADJUSTMENT N0. 99- CITY OF LA QUINTA FILE.• I.•I446001 MVPWj 44LLALV J-17-99 LECEND - - - - - - - - EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE L O T 4 OLD LOT NO. LOT 4 NEW LOT NO. RAD N P.0.1 LOT R TRACT NO.I2,3444 >\g,2%1/-5%-62 LOT r RAD- N 76 '� 29'W 41 60- N RAD-PR ` -, N 07 F _ 3 RDRCw N N 89'56'09'W 743.27' SHEET 2 OF 3 EXHIMT "B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D. Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 P.O.B. CURVE TABLE LOT D N 89RAD 20'W �~ LOT D o 0.409 AC. '.S LOT O ------ LOT R8s �66SSRc i 3• 9 Lo / 3 ��� I I o I LOT C I 5, 00 _P N 77 31D51'W N 0' 10' 34'W T 70' 1 .W cl,D '� I , >-- i�v L07 S p 1nI I�� A/2 Ida �I J 531 Z RA➢ 44 53'E _ 3 4 J � i€ �R i RPI\4 1p•0j"51 3 0 4& J. I 0 CR 1n m 3 M 0 i NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7,05' 3,55' 2 17.58'55' 20.50' 6,43' 3,24' 3 11'16'33' 99.50' 19.58' 9,82' 4 10'37'02' 20,50' 3.80' 1.90, 5 70.56'18' 24.50' 30.33' 17.46' 6 2'27'57' 266,00' 11.45' 5.72' 7 79'22'21' 24.50' 33.94' 20,33' 8 5'03'50' 20.50' 1181, 0191, 9 9'46'50' 418.50' 71.44' 35,81' 10 88'24'26' 24,50' 37.80' 23,83' 11117'41'43' 24.50' 50.33' 40,53' 12103'12'34' 17.00' 30.62' 21,45' 13 0'55'43' 381.50' 6.18' 3,09' SCALE 1 " =50' 75,00' N 89'56'09'W 'I lCCJ �I..7u, �/ ( .� � I LOT C 0.07 AC W 84.99' ------L----- C ��' LOT ram) h - - - - - ►'� — Wk/sKop ------ (U a LOT, Q M C9 o N; 0.3801 AC, I �? N 4 RAD-PRC,E 21 o ll i N7• 6 5800'I✓L---, LOTS ,2o�E 18.51 8S54' LOT S /� LO r A L�� B f `� NRp 3PRC/E 0.45 AC. 0,183 AC. DNA 02 LOT A TRACT NO. 28 4A 1a•5\ 0.327 AC. 1� S, 271 / 57-6 � 1 SEE SHEET 3 CONSUL T/NO MORSE DOKICH SCHULTZ MDSNOS 79-M Old Avenue 52 (760) 771-4013 La Ouinto, CA 92253 FAX 771-4073 E—MAL mddoquinto0mdeconaultinq.net PLANNING ENGINEERING SURVEYING 55' P.O.B. LOT C&Q P.O.C. M LIT c ss< afe_,o0' H W W V 7 I N 3 iv Ivyui ui I z cu 55' SEE SHEET 3 COURSE TABLE NO BEARING DIST. 21 N 13'02'00'E 8.00' 22 N 76'58'00'W 8.00, 23 N 89'49'26'E RAD 8.00' 24 N 76'58'00'W 11,50, � J. G N �� U cu L.S. 6588 3 * Exp. 12-31-99 o q�F Q` CAL�E� PREPARED UNDER THE SUPERVISION OF: 31�r 99 CH IS J. BE , P.LS. 8 DATE EXP. 12/31/99 LOT LINE ADJUSTMW NO. 99- oN CITY OF LA QUINTA z � i Rtf- /..•1446001 AWPINGI N44LLA.D#V 3-17-99 LEGEND w - - - - - - - EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN -- NEW LOT LINE L J r if OLD LOT NO. LOT 4 NEW LOT NO. EXHI "B" SHEET 3 OF 3 T LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 SEE SHEET 2 r r� 55' � I � � I % ,wEISKO PF � N I & LOT ; 0 zo 0.3801 AC. M o 1 2 N �6'S8 00' y� I� 7 12 252� 1, 13 14 -PRC E RADPRC � 689RAD���W� I k 32 RAC-pCC 15 J f •�Q, d .� o 8554- z I L0i B N .16, AC. 9 I �s 55 I 5 1615 55' LOT S 0T A 0.327 C. u 19 j I TRACT NO, 28444 33 SLOT S CURVE TABLE 0.454 AI NO DELTA RADIUS ARC LGT TAN 1 16610'01' 25.00' 7.05' 3.55' 2 117'41'43' 24.50' 50.33' 40.53' 3 1.01'23' 1160.00' 20.71' 10.36' 4 10'32'00' 200.00' 36.77' 18.44' 5 76047'10' 52.00' 69.69' 41.20' 6 14'43'21' 24.50' 6.30' 3.17' 7 102'58'22' 24.50' 44.03' 30.79' ry I W o I of I�^I LOT JJ 8.5'18.5 z N 0' 10' 50' W 15.00' l 3 M 0 0 1-4 H W W cx F- N fu Z � N r-� cu to Q c ! c Lo Ln o z J z U 559 RAD 88'47'47'E- SCALE 1" =50' COURSE TABLE NO BEARING DIST. 11 N 13'02'00'E 8.00, 12 N 76'58'00'W 8.00' 13 N 76'58'00'W 14.64' 14 N 76'58'00'W 36.00' 15 N 13002'00'E RAD 8.00' 16 N 89'49'10'E RAD 8.00' 17 N 0'10'50'W 8.00' 18 N 89'49'10'E 9.00' 19 N 0'10'50'W 11.69' .. Ct U = L.S. 6588 * Exp. 12-31-99 OF- CAO�\P PREPARED UNDER THE SUPERVISION OF: 3 i4 q CHRIS J. B •, P.LS. DATE EXP. 12/31/99 N 89'49'10'E 243.70' M G S C O N S u i r i N o P•Q•B• LOT LINE ADJU3'l iT MORSE DOKICH SCHULTZ P.0.8 LOT B N0. 99- 79-799 Old Avenue 52 (760) 771-4013 La Ouinte. CA 92253 FAX 771-4073 LOT A CITY OF LA QUWA E-MAIL mdelogWntoOmd,eoneultinq.net P.O.B. PLANNING ENGINEERING SURVEYING LOT S f7L£.• kj446WjM4PRWjS44LLADW 3-17-99 o y t$ � Sw March 24 1999 E`y OF T414'� FROM: COMMUNITY DEVELOPMENT DEPARTMENT —�C�ity' Manager &41'61ic Works _Building & Safety Community Services ire Marshal —Chomber of Commerce perial Irrigation District outhem California Gas _Desert Sands School District _CV Unified School District VC�V Water District Fish and Game _Waste Management Planning Manager US Postal Service Principal Planners —US Telephone ei. . ?Lhrmers -A,!!&IcdiaOne — Sunline Transit Caltrans _Agricultural Commission CV Archaeological Society BIA - Desert Council _City of Indio/Indian Wells CV Mountain Conservancy _CV Recreation & Park District ✓Community Development Director Riverside County:__Sheriffs Department _Planning Department _Environmental Health CASE NO(S): LOT LINE ADJUSTMENT 99-302 PROJECT DESCRIPTION: ADJUST COMMON LOTS IN TRACT 28444 PROJECT LOCATION: INTERSECTION OF WEISKOPF AND MADISON STREET (PGA WEST RESORT AND CLUB) T7,-741 S _S U�, /1' �-Z, // v i : s' ✓ z `> —2 Q) 23 3 4� gT 2 t :zn ZLs ovY y /S S LF < ,1 ell [, Z �} w4-oc Comments made by: ' "/ •^'' Title: Date: _Phone: ?- ' 6 9 Agency/Division: /3 ', Zy, /V ' '14" /Y/ �'V i%//✓C �i Ati9� 7 6e 6, 012n-,�7 OFF,` 7-- 2 €u(s/r " 172ti-- Please send your response to the City of La Quinta, Community Development Department, c/o Greg Trousdell Associate Planner, P.O. Box 1504, La Quinta, CA 92253 by April 7, 1999. If you have any questions, please contact me at 760-777-7067 (760-777-1233 Fax). c: Marcus Fuller, Assistant Engineer AgencyLLA 302 - c • CITY OF LA QUINTA COMKJNITY DEVELOPMENT DEPARTMENT • 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 -Z-� APPLICATION FOR LOT LINE ADJUSTMENT C4'3 5-o- -� - " OFFICE USE ONLY 11 Zoning: LLA No. qG - 3o2 t II Related Cases: u u Reviewed BY: Date: I I u e APPLICANT " Name: L,dP�orl CioL� iti1r�-r L•(,. c Address: Z CO t;, W000s"it-lo'ro 0 ,64-f , too Daytime (Mailing) C-1> Phone: C1(po) b3�l�fb238 (City) (State) (Zip) PROPERTY OWNERS Owner "A" Name: �",GPS'Co ��,o� WV--r t,.L,.C, Address: 200 G. W,aSoitNG-rot..t P�vv.I S'fr-, tech ig,�Sez;qjo,c�,o , �� gs4ozr:2 Phone: (City) (State) (Zip) - Owner "B" Name: Address: Phone: (City) (State) (Zip) Owner "C" Name: Address: 01- rA, I D MAR- z 2_ 1999 Phone: ( City) ( State) (zip) ITY OFF LIB QUINTi -up l - Otnp -0-13 PROPERTY DATA Property A: Assessor's Parcel Number: 7<0�1-53a-ooi Street Address (if any): Property B: Assessor's Parcel Number: Street Address (if any): Property C: Assessor's Parcel Number: Street Address (if any): ADJUSTMENT REQUESTED: REASON FOR REQUEST: ,b.CC ISS 16 AN A Zr WCASV-Ver- I/We hereby certify that: 1) I am/We are the record owner(e) 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. Representativ Signature: (Attach Letter(s) of Aut 191499 Date Owner "B"• Name Date Owner "C"• ` Name Date tion ate 3� ► �g9 MR/FORMLLA. 001 Trnaa% 1 a a a EXHIBIT "A" LOT LINE ADJUSTMENT 99- LOT A THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049" 0" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS A AND B, 23.84 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTHERLY LINE OF LOT A, SOUTH 89049'10" WEST, 6.16 FEET, TO THE EASTERLY LINE OF LOT S, PER SAID TRACT NO. 28444, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 88047'47" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 381.50 FEET; THENCE CONTINUING ALONG SAID - EASTERLY LINE, ALONG SAID CURVE. THROUGH A CENTRAL ANGLE OF 18°32'17", AN ARC LENGTH OF 123.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 24.50 FEET; A RADIAL LINE THROUGH SAID EASTERLY LINE, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14043'21 ", AN ARC LENGTH OF 6.30 FEET; THENCE LEAVING SAID CURVE, SOUTH 76058'00" EAST, 14.64 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 36.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 13002'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10", AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 89049'10" EAST, 8.00 FEET; THENCE SOUTH 0010'50" EAST, 8.00 FEET; THENCE NORTH 89049'10" EAST, 9.00 FEET; THENCE SOUTH 0010'50" EAST, 11.69 FEET, TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET, TO A POINT OF REVERSE CURVATURE, SAID CURVE BEING CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79038'50" WEST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 1160.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF I001'10", AN ARC LENGTH OF 20.71 FEET TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.327 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT B THAT PORTION OF LOTS A AND B, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT B; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY LINE OF SAID LOTS B AND A, 23.84 FEET; TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 1160.00 FEET; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1 001'23", AN ARC LENGTH OF 20.71 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 840.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 89049'10" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A PAGE 1 OF 5 GA44600\LEGALS\LL99-.D0C 03/17/99 CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 154.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE WESTERLY HAVING A RADIUS OF 200.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 79038'50" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10032'00", AN ARC LENGTH OF 36.77 FEET; THENCE NORTH 0010'50", WEST, 11.69 FEET; THENCE SOUTH 89049'10" WEST, 9.00 FEET; THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89°49'10" WEST, 9.00 FEET, THENCE NORTH 0010'50" WEST, 8.00 FEET; THENCE SOUTH 89049'10" WEST, 8.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 52.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89049'10" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 76047'10" , AN ARC LENGTH OF 69.69 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 36.00 FEET; -THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" 14.64 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 89056'22" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET; THENCE SOUTH 76058'00" EAST, 85.54 FEET; THENCE SOUTH 24024'25" EAST, 36.83 FEET, TO THE EASTERLY LINE OF SAID LOT B; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 11.27 FEET, TO AN ANGLE POINT IN SAID EASTERLY LINE; THENCE SOUTH 0010'50" EAST, ALONG SAID EASTERLY LINE, 255.72 FEET TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 0.183 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT C - THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY LINE, SOUTH 42°25'21" WEST, 45.63 FEET; THENCE NORTH 76058'00" WEST, 84.99 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET, TO THE BEGINNING OF A CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET; A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0055,43", AN ARC LENGTH OF 6.18 FEET; THENCE SOUTH 76058'00" EAST, 10.21 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 8.00 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE SOUTH 76058'00" EAST, 11.50 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 89049'26" EAST, 8.00 FEET; THENCE NORTH 0010'34" WEST, 7.70 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, 15.00 FEET, TO THE EASTERLY LINE OF SAID LOT C; THENCE SOUTH 0010'34" EAST, ALONG SAID EASTERLY LINE, 24.477 FEET, TO THE POINT OF BEGINNING. SAID LOT C CONTAINS 0.073 ACRES MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 2 OF 5 G:\44600\LEGALS\LL99-.DOC 03/17/99 • • LOT D THAT PORTION OF LOTS C, D, AND R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT D; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOT'D AND LOT C, 185.00 FEET, TO THE NORTHERLY LINE OF SAID LOT C; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 5.00 FEET; THENCE LEAVING SAID NORTHERLY LINE, SOUTH 0010'34" EAST, 7.70 FEET; THENCE SOUTH 89049'26" WEST, 8.00 FEET; TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 17.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 103012'34", AN ARC LENGTH OF 30.62 FEET; THENCE NORTH 76058'00" WEST, 11.50 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 8.00 FEET; THENCE SOUTH 13002'00" WEST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 51.50 FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET, THENCE NORTH 76°58'00" WEST, 8.00- FEET; THENCE NORTH 13002'00" EAST, 8.00 FEET; THENCE NORTH 76058'00" WEST, 10.21 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10042'12", AN ARC LENGTH OF 71.27 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41", AN ARC LENGTH OF 124.95 FEET, TO THE NORTHERLY LINE OF SAID LOT D; THENCE SOUTH 89056'09" EAST, ALONG SAID NORTHERLY LINE, 63.03 FEET, TO THE POINT OF BEGINNING. SAID LOT D CONTAINS 0.409 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT Q THAT PORTION OF LOTS A, B, C, D, Q, R, AND S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT C; THENCE NORTH 0010'34" WEST, ALONG THE EASTERLY LINE OF SAID LOT C, 36.91 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 0010'34" EAST, ALONG THE EASTERLY LINE OF SAID LOTS C, Q, AND B, 180.78 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 24024'25" WEST, 36.83 FEET; THENCE NORTH 76058'00" WEST, 85.54 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 24.50 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 117041'43", AN ARC LENGTH OF 50.33 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH MID -POINT BEARS NORTH 89056'22" WEST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26006'09", AN ARC LENGTH OF 173.80 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE 'NORTHEASTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 77037'51" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 88024'26", AN ARC LENGTH OF 37.80 FEET; THENCE SOUTH 76058'00" EAST, 84.99 FEET; THENCE NORTH 42025'21" EAST, 45.63 FEET, TO THE POINT OF BEGINNING. SAID LOT CONTAINS 0.380 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PAGE 3 OF 5 G:444600\LEGALS\LL99-.D0C 03/17/99 • • LOT R THAT PORTION OF LOT R, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT R; THENCE SOUTH 89°56'09" EAST, 37.00 FEET, TO THE NORTHEAST CORNER OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 318.50 FEET, A RADIAL LINE THROUGH -SAID POINT BEARS SOUTH 89024'20" EAST; THENCE SOUTHWESTERLY ALONG. SAID CURVE THROUGH A CENTRAL ANGLE OF 22028'41 ", AN ARC LENGTH OF 124.95 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 66055'39" WEST; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14054'15", AN ARC LENGTH OF 99.23 FEET; THENCE NORTH 77028'00" WEST, 41.84 FEET, TO THE WESTERLY LINE OF SAID LOT R, SAID POINT BEING THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 72018'40" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5003'50", AN ARC LENGTH OF 1.81 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 67014'50" EAST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 78031'23" WEST, THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058,55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 60032'28" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGHA CENTRAL ANGLE OF 16010'01 ", AN ARC LENGTH OF 7.05 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A REDIAL LINE THROUGH SAID POINT BEARS NORTH 76042'29" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9046'50", AN ARC LENGTH OF 71.44 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 281.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 66055'39" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22024'30", AN ARC LENGTH OF 110.09 FEET, TO THE POINT OF BEGINNING. SAID LOT R CONTAINS 0.189 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. LOT S THAT PORTION OF LOT S, AS SHOWN ON TRACT NO. 28444 AS FILED IN BOOK 271, PAGES 57 THROUGH 62 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT S; THENCE SOUTH 89049'10" WEST, ALONG THE SOUTHERLY BOUNDARY OF SAID LOT S, 37.00 FEET; THENCE ALONG THE WESTERLY BOUNDARY OF SAID LOT S, THE FOLLOWING ELEVEN (11) COURSES: NORTH 0010'50" WEST, 15.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 261.50 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 150.70 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 418.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 56048'00" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 22047'30", AN ARC LENGTH OF 166.47 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79035'30", THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 16010'01", AN ARC LENGTH OF 7.05 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH PAGE 4 OF 5 G:444600\LEGALS\LL99-.D0C 03/17/99 SAID POINT BEARS SOUTH 63025'29" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17058'55", AN ARC LENGTH OF 6.43 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 99.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81024'24" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11016'33", AN ARC LENGTH OF 19.58 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 20.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 70007'51" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10037'02", AN ARC LENGTH OF 3.80 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 80044'53" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70056'18", AN ARC LENGTH OF 30.33 FEET; TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 266.00 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 9048'35" WEST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2027'57", AN ARC LENGTH OF 11.45 FEET, THENCE NORTH 7°03'41" EAST, 64.72 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 7003'41" WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 79022'21", AN ARC LENGTH OF 33.94 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 77928'00" EAST, 41:84 FEET, TO THE . BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 381.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 81049'54" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41022'06", AN ARC LENGTH OF 275.45 FEET, TO THE BEGINNING OF A REVERSE CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 56048'00" EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 33001'10", AN ARC LENGTH OF 172.02 FEET; THENCE SOUTH 0010'50" EAST, 15.00 FEET, TO THE POINT OF BEGINNING. SAID LOT S CONTAINS 0.454 ACRES, MORE OR LESS. ALL AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. S ��Q P LANp SG PREPARED BY: �c�°,c� J. " L5. 6588 41e4l 9 * Exp. 12-31-99 CHRIS J. BERG P.L.S. 65 DATE �Q EXP. 12/31/99 qTF OF raL\F�� PAGE 5 OF 5 G 44600\LEGALS\LL99-.DOC 03/17/99 LEGEND • -------------- EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE LU T !; OLD LOT NO. LOT 4 NEW LOT NO. P` LAJ. B s� L.S. 6588 * Exp. 12-31-99 ��qTF O` CAO�\P Tr?ACT N0, 28444 M,S, 2/1 / -5/-62 TFRACT NO, 28444 M.S. 271 / 57-62 EXHIBIP "B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B. C, D, Q, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 SHEET 1 OF 3 i SCALE 1 " =100' L- k � mg �! id 99 CHRIS -J. BER H, P.L.. 6588 DATE EXP. LOT LINE ADJUSTMENT MDSMOS CONSUL T1NQ MORSE DOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 Lo Ouinta. CA 92253 FAX 771-4073 E—MAIL mdNaquintoOmdaconaulting.not PLANNING ENGINEERING SURVEYING NO. 99- CITY OF LA QUINTA F1M 1.•1446001 MVP/MGI 44 ULM J-17-99 LEGEND - - - - - - - EXISTING LOT LINE TO NADJUSTED EXISTING LOT LINE TO REMAIN NEW LOT LINE J T Al, OLD LOT NO. LOT 4 NEW LOT NO. EXH T "B" LOT LINE ADJUSTMENT NO. 99- LOTS A, B, C, D, 0, R, & S OF TRACT NO. 28444, M.B. 271 /57-62 N 89'56'09'W 743,27' RAD_N_89'20'09'W 18.50' 18,50' 63,03' P.O.B• `N------ LOT R o N 89RAD 20'W o N 11 J 11 O J cc �/7 O TRACT NO. 28444 or 65 cj Mg. 271 /7-82 0 a LOT D 20- LOT Er 0.409 AC. M ,•S' LOT D18 S H Rg11 p Z LOT R �66• RC r ------ RAD-P l � SS39,� I _N �9,w q1 ^ 3 N R'40. p RAD-PRC \ LJ T C N 18'31'23'w 1 01 0� 2 I 5,00' I NP--fC ` 2 7137S1'y ,N0'10'34'W 15.0 _Iq'Sp• 3 8 I 7, 70' R 18 q0' 7741,84' 1 13 24 N 21 • 22 1 PRC 28 00' 76 88'0w 21 23 N 81'49'54'W 1 10 22 SI.50' 0' I 7 RAD I LOT C zhz 4 N 76'S8'00'w I 0.073 AC b2ahb W v �- F ti LOT S C) M i � -�i o �`� "� LA J C/LOT Q h WrIsK►s.-q W qi°F- Z 6. 1 AD-PRC 5 ' LOT, Q 00 44'53'E NR_�'� 4 -J 0.380' AC. RPU QR 3�•�151 3 V 46 J I h N '24�E N a1RAD-2PRC 21 11 I N 76•S 8, I M LOT 3 8554' - �P3530E LOT Sa LOT A LOI`T B 9 N RAD-PRC 32 0.454 AC. + LOT A 0.180I AC, N9 TRACT N10. 28444 18.5\ 0,327 AC. l� S. 271 / 57-6 � 1 SEE SHEET 3 L MDSMOS CONSUL T/NQ MORSE DOKICH SCHULTZ 79-799 Old Avenue 52 (760) 771-4013 La Ouinta, CA 92253 FAX 771-4073 E—,,,L mdeloquintoOmdeconsulting.net PUNNING ENGINEERING SURVEYING SHEET 2 OF 3 CURVE TABLE NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7.05' 3,55' 2 17'58'55' 20.50' 6.43' 3.24' 3 11'16'33' 99.50' 19,58' 9.82' 4 10037'02' 20.50' 3.80' 1.90, 5 70.56'18' 24.50' 30,33' 17,46' 6 2'27'57' 266.00' 11.45' 5.72' 7 79022'21' 24.50' 33.94' 20.33' 8 5.03'50' 20.50' 1181, 0.91, 9 9'46'50' 418,50' 71,44' 35,81' 10 88'24'26' 24.50' 37.80' 23.83' 11117'41'43' 24,50' 50.33' 40.53' 12103'12'34' 17,00' 30.62' 21.45' 13 0'55'43' 381.50' 6,18' 3.09' SCALE 1" =50' 75.00' N 89'56'09'W 0' 55,00' u 55' P.O.B. �� LOT C&0 C7 1-, P.O.C. LOTCa0 0 N 0 u-? M M co J U I ti N 3 I ^ I �1ri i Z cu 55' I SEE SHEET 3 COURSE TABLE NO BEARING DIST. 21 N 13.02'00'E 8.00' 22 N 76.58'00'W 8.00, 23 N 89'49'26'E RAID 8.00' 24 N 76'58'00'W 11,50' OAP` LAJ. cu N�� cv L.S. 6588 3 * Exp. 12-31-99 o �TgTF q` CAL\F�\P Z PREPARED UNDER THE SUPERVISION OF: tL. w 3 �4 99 CHRIS J. BEFO, EXP. 12/31 /99 LOT LINE ADJUSTMENT NO. 99- o CITY OF LA QUINTA o c1.1 Z Rlf- I.-P/NCjN44LLA.DU'6 3-17-99! LEGEND SHEET 3 OF 3 - - - - - - - EXISTING LOT LINE TO BE ADJUSTED EXHI T "B " EXISTING LOT LINE TO REMAIN NEW LOT LINE LOT LINE ADJUSTMENT NO. 99- L J T % OLD LOT NO. LOTS A, B, C. D, 0, R, & S OF TRACT LOT 4 NEW LOT NO. NO. 28444, M.B. 271 /57-62 31 _J N 79'35'30'E RAD'FRC 32 SEE SHEET 2 J T r) 55' --------r--------- � I � � I -wrlsk h , PF 6, N ' "'LOT' 0 Z.) 0.3801 AC. A a` 1 N �6'S8' I h o a 2137 J J 12 14 00•W L a•5 r N 8966'22'V n` k �\ 6 RAD, -E �'Nl5•?pCC r RAp 15 LJT A 0� TRACT NO. 28444 � i E3, 27 1 / 57-62 33 CURVE TABLE /L01 0.45 NO DELTA RADIUS ARC LGT TAN 1 16'10'01' 25,00' 7.05' 3.55' 2 117'41'43' 24.50' 50.33' 40,53' 3 1'01'23' 1160.00' 20.71' 10.36' 4 10'32'00' 200.00' 36,77' 18.44' 5 76'47'10' 52A0' 69.69' 41.20' 6 14'43'21' 24,50' 6.30' 3,17' 7 102'58'22' 24,50' 44.03' 30.79' LOT J N 0' 10' 50" 15.00' LO Z B N .113 A. �� C l �s 55' 15 �^ L_ 11618 55' LOT A 0.327 AC. N 4 AC. -I I Z v cli N 0 0 0 � 0 z 1 U � 1 r QQQb rr r N c 46 o II `L'JI lao,l 55' 8.5'18.5.�zJl 3 IN 88R47'47'E N 89'49'10'E 243.70' MDSMOS CONSUL T/NO MORSE DOKICH SCHULTZ 79-729 Old Menu• 52 (760) 771-4013 Lo Ouinta, CA 92253 FAX 771-4073 E—MA,L mdeloquntaOmdxoroullinq.net PLANNING ENGINEERING SURVEYING 0i 0 0 SCALE 1" =50' COURSE TABLE NO BEARING DIST, 11 N 13.02'00t 8.00, 12 N 76'58'00'W 8.00' 13 N 76'58'00'W 14.64' 14 N 76'58'00'W 36.00' 15 N 13'02'00'E RAD 8.00' 16 N 89'49'10'E RAID 8.00' 17 N 0'10'50'W 8.00' 18 N 89'49'10'E 9.00' 19 N 0'10'50'W 11.69' ONPL LAND J. L.S. 6588 * Exp. 12-31-99 CA0�\P PREPARED UNDER THE SUPERVISION OF: 3 J9 CHRIS J. BEFUH, P.L.S. DATE EXP. 12/31/99 LOT LINE ADJUMUM NO. 99- CITY OF LA QUINTA RR£.• 1.•1446001 A4APP1NG1 S44LLA0HV J-17-99 z0'30dd b6ZT 96z 6� • OS:bT 66, TT NNW CAPSTONE ADVISORS March 11, 1999 MDS Engineering Dear Sirs/Madams: Mr. Pete Bilicki, of Innovative Resorts Communities has approval to sign on behalf of Capstone Golf West LLC for lot line adjustment. Any questions, please call me at (619) 456-5600 x304. Sincerely, eohnTrolter Vice President 2'd 988 PROSPECT STREET SUITE 340 LA JOLLA CA 92037 T (619) 456 5600 F (619) 456 5601 S60SIACH 3NOlSdd9 WdTS:ZO 66, TT 6UW MDS Consulting Planners • Engineers • Surveyors 79.799 Old Avenue 52 La Quinta, CA 92253 I daNNINC-a I I F PAI As i Mpp'.ii TO: 760/771.4013 FAX 771.4073 CITY OF LA QUINTA DATE: March 19, 1999 78495 CALLE TAMPICO PROJECT NO.: 51300 LA QUINTA, CA 92253 SUBJECT: TR. 28444 ATTENTION: COMMUNITY DEVELOPMENT DEPARTMENT LOT LINE ADJUSTMENT THE FOLLOWING ITEMS ARE TRANSMITTED: ® HEREWITH VIA: DELIVERY ❑ UNDER SEPARATE COVER NO. OF ITEMS DESCRIPTION 1 COMPLETED, SIGNED APPLICATION & AUTHORIZATION LETTER 1 CHECK NO. 12272 IN THE AMOUNT OF $250.00 FOR APPLICATION FEES 1 CHECK NO. 12273 IN THE AMOUNT OF $350.00 FOR ENGINEERING PLAN CHECK 2 SETS COPIES OF LEGALS AND PLATS 2 SETS COPIES OF LOT CLOSURES 1 COPY OF PRELIMINARY TITLE REPORT 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 PROCESS AS FIRST CHECK. ® ENCLOSURE ❑ COPIES TO: BY: Tacy Myers MDS Morse Dokich Schultz Ent4411a.out TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID : BDRY EXHIBIT "B" BOUNDARY - LOT LINE ADJUSTMENT NO. 99- COURSE BEARING START- 4117 4161 S 89-49-10 W 4162 N 0-10-50 W 4120 S 89-49-10 W CURVE DELTA= 33-01-10 T= 77.508 4163 N 56-48-00 E 4122 N 56-48-00 E CURVE DELTA= 22-47-30 T= 84.353 4164 S 79-35-30 W 4165 S 79-35-30 W CURVE DELTA= 16-10-01 T= 3.551 4166 N 63-25-29 E 4167 N 63-25-29 E CURVE DELTA= 17-58-55 T= 3.244 4168 S 81-24-24 W 4169 S 81-24-24 W CURVE DELTA= 11-16-33 T= 9.823 4170 N 70-07-51 E 4171 N 70-07-51 E CURVE DELTA= 10-37-02 T= 1.905 4172 S 80-44-53 W 4173 S 80-44-53 W CURVE DELTA= 70-56-18 T= 17.456 4174 N 9-48-35 E 4175 N 9-48-35 E CURVE DELTA= 2-27-57 T= 5.725 4079 S 12-16-32 W 4270 N 7-03-41 E 4271 N 7-03-41 E CURVE DELTA= 79-22-21 T= 20.330 4272 S 72-18-40 E 4273 S 72-18-40 E CURVE DELTA= 5-03-50 T= 0.907 4274 N 67-14-50 W 4275 N 67-14-50 W CURVE DELTA= 11-16-33 T= 9.823 4276 S 78-31-23 E 4277 S 78-31-23 E CURVE DELTA= 17-58-55 DISTANCE 67.00 15.00 261.50 R= CH= 261.50 418.50 R= CH= 418.50 25.00 R= CH= 25.00 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= CH= 20.50 24.50 R= CH= 24.50 266.00 R= CH= 266.00 64.72 24.50 R= CH= 24.50 20.50 R= CH= 20.50 99.50 R= CH= 99.50 20.50 R= 20.500 Page 1 261.500 148.625 418.500 165.380 25.000 7.031 20.500 6.407 99.500 19.550 20.500 3.793 24.500 28.433 266.000 11.447 24.500 31.291 20.500 1.811 99.500 19.550 C O O R D I N A T E S NORTH EAST 4776.491 10234.785 4776.280 10167.786 4791.280 10167.738 4790.456 9906.240 L= 150.702 A=-1072.726 4933.644 10125.054 5162.799 10475.240 L= 166.475 A= 911.451 5087.192 10063,626 5082.675 10039.03*7 L= 7.054 A= -1.165 5093.860 10061.396 5103.031 10079.730 L= 6.434 A= 1.077 5099.968 10059.460 5085.100 9961.077 L= 19.582 A= -6.276 5118.918 10054.654 5125.885 10073.934 L= 3.799 A= 0.222 5122.589 10053.700 5118.650 10029.519 L= 30.334 A=-87.919 5142.792 10033.693 5404.903 10079.014 L= 11.448 A= 0.470 5144.985 10022.458 5209.214 10030.415 5233.528 10033.426 L= 33.940 A=-120.790 5226.084 10056.768 5219.855 10076.299 L= 1.812 A= 0.024 5227.783 10057.394 5266.265 9965.637 L= 19.582 A= -6.276 5246.468 10063.147 5242.389 10083.238 L= 6.434 • • Ent4411a.out T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4280 S 76-42-29 E 25.00 5259.018 10067.951 4122 S 76-42-29 E 418.50 5162.799 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.807 10090.215 4124 N 66-55-39 W 281.50 5437.126 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A=-392.025 4282 S 89-20-09 E 281.50 5433.863 10112.714 4384 S 89-56-09 E 100.03 5433.751 10212.744 1562 S 0-10-34 E 185.00 5248.752 10213.312 4160 S 89-56-09 E 20.00 5248.729 10233.312 4116 S 0-10-34 E 216.52 5032.210 10233.978 4117 S 0-10-50 E 255.72 4776.492 10234.784 CLOSURE: S 79-10-40 E 0.002 AREA = 87742.3 SQ. FT. AREA = 2.01429 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTA NEW LOT A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4310 4776.397 10204.786 4309 N 0-10-50 W 15.00 4791.397 10204.738 4120 S 89-49-10 W 298.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A=-1397.765 4308 N 56-48-00 E 298.50 4953.904 10156.014 4122 N 56-48-00 E 381.50 5162.799 10475.240 CURVE DELTA= 18-32-17 R= 381.500 L= 123.434 T= 62.261 CH= 122.897 A= 408.657 1774 S 75-20-17 W 381.50 5066.236 10106.163 1775 N 75-20-17 E 24.50 5072.437 10129.865 CURVE DELTA= 14-43-21 R= 24.500 L= 6.295 T= 3.165 CH= 6.278 A= 0.846 1779 N 89-56-22 W 24.50 5072.463 10105.365 1780 S 76-58-00 E 14.64 5069.161 10119.628 1781 N 13-02-00 E 8.00 5076.955 10121.432 1782 S 76-58-00 E 8.00 5075.151 10129.226 1783 N 13-02-00 E 8.00 5082.945 10131.030 1784 S 76-58-00 E 36.00 5074.826 10166.103 1785 S 13-02-00 W 8.00 5067.032 10164.298 1786 S 76-58-00 E 8.00 5065.228 10172.092 1787 S 13-02-00 W 8.00 5057.434 10170.288 1788 S 13-02-00 W 52.00 5006.774 10158.561 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= 495.707 1789 N 89-49-10 E 52.00 5006.938 10210.561 1790 N 89-49-10 E 8.00 5006.963 10218.561_ Page 2 • 0 Ent4411a.out 1791 S 0-10-50 E 8.00 4998.963 10218.586 1792 N 89-49-10 E 9.00 4998.991 10227.586 1793 S 0-10-50 E 11.69 4987.301 10227.623 1794 S 89-49-10 W 200.00 4986.671 10027.624 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= 20.676 1795 S 79-38-50 E 200.00 4950.729 10224.368 1796 S 79-38-50 E 840.00 4799.774 11050.693 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A=-364.731 1797 S 89-49-10 W 840.00 4797.127 10210.697 1798 N 89-49-10 E 1160.00 4800.783 11370.691 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= -0.638 1799 S 88-47-47 W 1160.00 4776.416 10210.947 4310 S 89-49-10 W 6.16 4776.397 10204.787 CLOSURE: S 82-00-43 W 0.001 AREA = 14232.5 SQ. FT. AREA = 0.32673 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTB NEW LOT B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1799 4776.416 10210.946 1798 N 88-47-47 E 1160.00 4800.782 11370.690 CURVE DELTA= 1-01-23 R= 1160.000 L= 20.713 T= 10.357 CH= 20.712 A= 0.638 1797 S 89-49-10 W 1160.00 4797.127 10210.695 1796 N 89-49-10 E 840.00 4799.774 11050.691 CURVE DELTA= 10-32-00 R= 840.000 L= 154.427 T= 77.432 CH= 154.209 A= 364.731 1795 N 79-38-50 W 840.00 4950.729 10224.366 1794 N 79-38-50 W 200.00 4986.671 10027.622 CURVE DELTA= 10-32-00 R= 200.000 L= 36.768 T= 18.436 CH= 36.717 A= -20.676 1793 N 89-49-10 E 200.00 4987.301 10227.621 1792 N 0-10-50 W 11.69 4998.991 10227.585 1791 S 89-49-10 W 9.00 4998.963 10218.585' 1790 N 0-10-50 W 8.00 5006.963 10218.559 1789 S 89-49-10 W 8.00 5006.937 10210.559 1788 S 89-49-10 W 52.00 5006.774 10158.560 CURVE DELTA= 76-47-10 R= 52.000 L= 69.689 T= 41.204 CH= 64.589 A= -495.707 1787 N 13-02-00 E 52.00 5057.434 10170.28-1 1786 N 13-02-00 E 8.00 5065.228 10172.091 1785 N 76-58-00 W 8.00 5067.032 10164.297 1784 N 13-02-00 E 8.00 5074.826 10166.101 1783 N 76-58-00 W 36.00 5082.945 10131.028 1782 S 13-02-00 W 8.00 5075.151 10129.224 1781 N 76-58-00 W 8.00 5076.955 10121.430 1780 S 13-02-00 W 8.00 5069.161 10119.626 1779 N 76-58-00 W 14.64 5072.463 10105.363 1775 S 89-56-22 E 24.50 5072.437 10129.863 Page 3 • • Ent4411a.out CURVE DELTA= 102-58-22 R= 24.500 L= 44.032 T= 30.786 CH= 38.341 A= 246.924 1776 N 13-02-00 E 24.50 5096.305 10135.389 1777 S 76-58-00 E 85.54 5077.015 10218.725 1778 S 24-24-25 E 36.83 5043.476 10233.944 4116 S 0-10-34 E 11.27 5032.206 10233.978 4117 S 0-10-50 E 255.72 4776.487 10234.784 1799 S 89-49-10 W 23.84 4776.412 10210.944 CLOSURE: N 17-24-06 E 0.004 AREA = 7987.6 SQ. FT. AREA = 0.18337 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTC NEW LOT C C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4160 5248.728 10233.314 1755 S 0-10-34 E 24.47 5224.258 10233.389 1756 S 42-25-21 W 45.63 5190.574 10202.607 1757 N 76-58-00 W 84.99 5209.741 10119.807 1758 N 13-02-00 E 24.50 5233.610 10125.332 CURVE DELTA= 88-24-26 R= 24.500 L= 37.803 T= 23.828 CH= 34.163 A= 163.083 1759 N 78-33-34 W 24.50 5238.470 10101.319 4122 S 78-33-34 E 381.50 5162.799 10475.239 CURVE DELTA= 0-55-43 R= 381.500 L= 6.183 T= 3.092 CH= 6.183 A= 0.052 1773 N 77-37-51 W 381.50 5244.520 10102.594 1772 S 76-58-00 E 10.21 5242.217 10112.541 1771 S 13-02-00 W 8.00 5234.423 10110.737 1770 S 76-58-00 E 8.00 5232.619 10118.531 1769 S 13-02-00 W 8.00 5224.825 10116.727 1768 S 76-58-00 E 51.50 5213.211 10166.900 1767 N 13-02-00 E 8.00 5221.005 10168.704 1766 S 76-58-00 E 8.00 5219.201 10176.498 1765 N 13-02-00 E 8.00 5226.995 10178.302 1764 S 76-58-00 E 11.50 5224.401 10189.506 1763 N 13-02-00 E 17.00 5240.963 10193.340 CURVE DELTA= 103-12-34 R= 17.000 L= 30.623 T= 21.452 CH= 26.647 A= -119.618 1762 N 89-49-26 E 17.00 5241.016 10210.340 1761 N 89-49-26 E 8.00 5241.040 10218.340 1760 N 0-10-34 W 7.70 5248.740 10218.316 4160 S 89-56-09 E 15.00 5248.723 10233.316 CLOSURE: N 26-36-15 W 0.005 AREA = 3194.7 SQ. FT. AREA = 0.07334 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 NEW LOT D BLOCK ID BDRY LOT NO. LOTD Page 4 0 Ent441la.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1760 5248.745 10218.314 1761 S 0-10-34 E 7.70 5241.045 10218.337 1762 S 89-49-26 W 8.00 5241.020 10210.338 1763 S 89-49-26 W 17.00 5240.968 10193.338 CURVE DELTA= 103-12-34 R= 17.000 L= 30.623 T= 21.452 CH= 26.647 A= 119.618 1764 S 13-02-00 W 17.00 5224.406 10189.504 1765 N 76-58-00 W 11.50 5226.999 10178.300 1766 S 13-02-00 W 8.00 5219.205 10176.496 1767 N 76-58-00 W 8.00 5221.010 10168.702 1768 S 13-02-00 W 8.00 5213.216 10166.898 1769 N 76-58-00 W 51.50 5224.830 10116.725 1770 N 13-02-00 E 8.00 5232.624 10118.529 1771 N 76-58-00 W 8.00 5234.428 10110.735 1772 N 13-02-00 E 8.00 5242.222 10112.539 1773 N 76-58-00 W 10.21 5244.524 10102.592 4122 S 77-37-51 E 381.50 5162.803 10475.236 CURVE DELTA= 10-42-12 R= 381.500 L= 71.267 T= 35.738 CH= 71.164 A= 78.929 4286 N 66-55-39 W 381.50 5312.312 10124.253 4124 N 66-55-39 W 318.50 5437.130 9831.230 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= -506.528 4285 S 89-24-20 E 318.50 5433.826 10149.713 4384 S 89-56-09 E 63.03 5433.755 10212.742 1562 S 0-10-34 E 185.00 5248.756 1.0213.311 1760 S 89-56-09 E 5.00 5248.751 10218.311 CLOSURE: S 25-05-52 E 0.006 AREA = 17804.8 SQ. FT. AREA = 0.40874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTQ NEW LOT Q C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 1778 5043.474 10233.945 1777 N 24-24-25 W 36.83 5077.013 10218.726 1776 N 76-58-00 W 85.54 5096.304 10135.390 1775 S 13-02-00 W 24.50 5072.435 10129.865 CURVE DELTA= 117-41-43 R= 24.500 L= 50.327 T= 40.530 CH= 41.934 A= -350.768 1774 S 75-20-17 W 24.50 5066.233 10106.162 4122 N 75-20-17 E 381.50 5162.797 10475.239 CURVE DELTA= 26-06-09 R= 381.500 L= 173.802 T= 88.436 CH= 172.303 A= 1134.954 1759 N 78-33-34 W 381.50 5238.468 10101.319 1758 S 78-33-34 E 24.50 5233.608 10125.333 CURVE DELTA= 88-24-26 R= 24.500 L= 37.803 T= 23.828 CH= 34.163 A= -163.083 1757 S 13-02-00 W 24.50 5209.739 10119.807 1756 S 76-58-00 E 84.99 5190.573 10202.608 Page 5 Ent4411a.out 1755 N 42-25-21 E 45.63 5224.256 10233.390 1778 S 0-10-34 E 180.78 5043.477 10233.945 CLOSURE: S 5-54-40 W 0.003 AREA = 16544.6 SQ. FT. AREA = 0.37981 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTR NEW LOT R C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4272 5226.083 10056.768 4273 S 72-18-40 E 20.50 5219.854 10076.299 CURVE DELTA= 5-03-50 R= 20.500 L= 1.812 T= 0.907 CH= 1.811 A= 0.024 4274 N 67-14-50 W 20.50 5227.782 10057.394 4275 N 67-14-50 W 99.50 5266.264 9965.637 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4276 S 78-31-23 E 99.50 5246.467 10063.147 4277 S 78-31-23 E 20.50 5242.388 10083.237 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4278 N 60-32-28 W 20.50 5252.470 10065.388 4279 N 60-32-28 W 25.00 5264.765 10043.620 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.16511 4280 S 76-42-29 E 25.00 5259.017 10067.950 4122 S 76-42-29 E 418.50 5162.798 10475.239 CURVE DELTA= 9-46-50 R= 418.500 L= 71.439 T= 35.807 CH= 71.352 A= 72.494 4281 N 66-55-39 W 418.50 5326.806 10090.215 4124 N 66-55-39 W 281.50 5437.125 9831.233 CURVE DELTA= 22-24-30 R= 281.500 L= 110.094 T= 55.760 CH= 109.394 A= -392.025 4282 S 89-20-09 E 281.50 5433.862 10112.714 4285 S 89-56-09 E 37.00 5433.821 10149.714 4124 N 89-24-20 W 318.50 5437.125 9831.231 CURVE DELTA= 22-28-41 R= 318.500 L= 124.953 T= 63.290 CH= 124.153 A= 506.528 4286 S 66-55-39 E 318.50 5312.306 10124.254 4122 S 66-55-39 E 381.50 5162.798 10475.238 CURVE DELTA= 14-54-15 R= 381.500 L= 99.238 T= 49.901 CH= 98.959 A= -212.762 1719 N 81-49-54 W 381.50 5217.002 10097.608 4272 N 77-28-00 W 41.84 5226.082 10056.765 CLOSURE: N 74-23-33 E 0.003 AREA = 8221.3 SQ. FT. AREA = 0.18874 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID BDRY LOT NO. LOTS Page 6 Ent441la.out NEW LOT S C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4161 4776.280 10167.786 4162 N 0-10-50 W 15.00 4791.280 10167.738 4120 S 89-49-10 W 261.50 4790.456 9906.240 CURVE DELTA= 33-01-10 R= 261.500 L= 150.702 T= 77.508 CH= 148.625 A=-1072.726 4163 N 56-48-00 E 261.50 4933.644 10125.054 4122 N 56-48-00 E 418.50 5162.799 10475.240 CURVE DELTA= 22-47-30 R= 418.500 L= 166.475 T= 84.353 CH= 165.380 A= 911.451 4164 S 79-35-30 W 418.50 5087.192 10063.626 4165 S 79-35-30 W 25.00 5082.675 10039.037 CURVE DELTA= 16-10-01 R= 25.000 L= 7.054 T= 3.551 CH= 7.031 A= -1.165 4166 N 63-25-29 E 25.00 5093.860 10061.396 4167 N 63-25-29 E 20.50 5103.031 10079.730 CURVE DELTA= 17-58-55 R= 20.500 L= 6.434 T= 3.244 CH= 6.407 A= 1.077 4168 S 81-24-24 W 20.50 5099.968 10059.460 4169 S 81-24-24 W 99.50 5085.100 9961.077 CURVE DELTA= 11-16-33 R= 99.500 L= 19.582 T= 9.823 CH= 19.550 A= -6.276 4170 N 70-07-51 E 99.50 5118.918 10054.654 4171 N 70-07-51 E 20.50 5125.885 10073.934 CURVE DELTA= 10-37-02 R= 20.500 L= 3.799 T= 1.905 CH= 3.793 A= 0.222 4172 S 80-44-53 W 20.50 5122.589 10053.700 4173 S 80-44-53 W 24.50 5118.650 10029.519 CURVE DELTA= 70-56-18 R= 24.500 L= 30.334 T= 17.456 CH= 28.433 A= -87.919 4174 N 9-48-35 E 24.50 5142.792 10033.693 4175 N 9-48-35 E 266.00 5404.903 10079.014 CURVE DELTA= 2-27-57 R= 266.000 L= 11.448 T= 5.725 CH= 11.447 A= 0.470 4079 S 12-16-32 W 266.00 5144.985 10022.458 4270 N 7-03-41 E 64.72 5209.214 10030.415 4271 N 7-03-41 E 24.50 5233.528 10033.426 CURVE DELTA= 79-22-21 R= 24.500 L= 33.940 T= 20.330 CH= 31.291 A= -120.790 4272 S 72-18-40 E 24.50 5226.084 10056.768 1719 S 77-28-00 E 41.84 5217.004 10097.611 4122 S 81-49-54 E 381.50 5162.800 10475.241 CURVE DELTA= 41-22-06 R= 381.500 L= 275.448 T= 144.036 CH= 269.504 A=-4447.512 4308 S 56-48-00 W 381.50 4953.904 10156.015 4120 S 56-48-00 W 298.50 4790.457 9906.241 CURVE DELTA= 33-01-10 R= 298.500 L= 172.025 T= 88.475 CH= 169.654 A= 1397.765 4309 N 89-49-10 E 298.50 4791.397 10204.739 4310 S 0-10-50 E 15.00 4776.398 10204.787 4161 S 89-49-10 W 37.00 4776.281 10167.787 CLOSURE: S 57-15-50 W 0.001 AREA = 19758.4 SQ. FT. AREA = 0.45359 ACRES TRAVERSE CALCULATION AND ANALYSIS TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 Page 7 0 • COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 87742.3 SQ.FT. 2.01429 ACRES Ent4411a.out TOTAL LOT AREA = LOT ACREAGE 87743.8 SQ.FT. 2.01432 ACRES':' PAGE TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 BLOCK ID LOT NO. ACRES (SQ. FEET) BDRY LOTA 0.327 14232.5 BDRY LOTB 0.183 7987.6 BDRY LOTC 0.073 3194.7 BDRY LOTD 0.409 17804.8 BDRY LOTQ 0.380 16544.6 BDRY LOTR 0.189 8221.3 BDRY LOTS 0.454 19758.4 Traverse Analysis and Checking (PTRAV) TR. 28444 ENTRY LL ADJ. - KSL LA QUINTA - MDS CONSULTING - FEB. 20, 1999 TRACT NO.: DATE: 2/20/99 TIME: 12:19 POINT FILE: 1921 POINTS= 5000 DIRECTORY PATH: DATA FILE: ENT44LLA.P Page 8