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PM 2009-487RECORDING REQUESTED BY WHEN RECORDED MAIL TO AND MAIL TAX STATEMENTS TO NAME ADDRESS CITY STATE & ZIP Pyramid Project Management One Post Office Square, Suite 3100 Boston MA 02109 GRANT DEED TITLE ORDER NO. 259915244 ESCROW NO. APN NO. 762-010-009, 762-020-004, 762-020-005,762-020-006, 762-020-007, 762-050-003, 762-150-014, 755-220-001, 755-220-005, 755-240-010, 755-240-011,775-250-019 & 775-250-024 THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX is $ - 0 - CITY TAX $ . ® computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale, ❑ Unincorporated area: ❑ City of and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MSR Resort Golf Course, LLC hereby GRANT(s) to MSR Resort Golf Course, LLC the following described real property in the County of Riverside, State of California: As described and depicted on Exhibits "A" and "B" of Certificate of Parcel Merger No 09-487, this Deed reflects Parcel Merger No. 09-487 as approved by the City of La Quinta. Dated U h-00 1 State of wilmov County of On JoIIP 1, 1-4 4 before me, (here insert name and title of the officer), personally appeared who proved to me— on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscrl ed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. , I certify under PENAUTY OF PERJURY under the laws of th#,State of California that the foregoing paragraph is true and correct. , WITNESS my han d 9fficial seal. MART 8MK� Signature ON. _eal) cpwf uN a �M81 My Co,nmissao E*im Norfrtber t, 2013 GRNTDEED, 09487 MSR Resort Golf Course, LLC - CaL? - By: Chris Devine Title: Chief Financial Officer EXHIBIT A CERTIFICATE OF PARCEL MERGER NO. 09487 RECORD OWNER EXISTING PARCELS ASSESSOR PARCEL NUMBERS MSR RESORT GOLF COURSE LLC 762-010-009, 762-020-004 THROUGH -007, 762-050-003, 762-150-014, 775-220-001 & 005, i775-240-010 & 011, 775-250-019 & 024 SHEET 1 OF 7 LEGAL DESCRIPTION OF MERGED PARCELS THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 16, THE SOUTHEAST QUARTER OF SECTION 17, THE NORTHEAST QUARTER OF SECTION 20 AND THE NORTHWEST QUARTER OF SECTION 21, ALL WITHIN TOWNSHIP.6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN; DESCRIBED AS FOLLOWS: BEGINNING AT THE WESTERLY TERMINUS OF THE MOST SOUTHERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 20426, AS SHOWN ON THE MAP FILED IN BOOK 129, PAGES 49 THROUGH 55 INCLUSIVE OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; SAID POINT ALSO BEING A POINT ON THE NORTHERLY LINE OF PARCEL 1 OF CERTIFICATE OF COMPLIANCE #95-015, WAIVER OF PARCEL MAP 28194, PER DEED RECORDED SEPTEMBER 20 1995, AS INSTRUMENT NO. 309689, OF OFFICIAL RECORDS; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL 1 PER SAID CERTIFICATE OF COMPLIANCE #95-014, SOUTH 89'30'22" WEST, A DISTANCE OF 503.58 FEET, TO THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, THE FOLLOWING SIX (6) COURSES: 1) SOUTH 29'54'29" WEST, A DISTANCE OF 330.49 FEET; 2) SOUTH 0908'26" EAST, A DISTANCE OF 394.26 FEET; 3) NORTH 89'51'34" EAST, A DISTANCE OF 37.00 FEET; 4) SOUTH 00108'26" EAST, A DISTANCE OF 215.80 FEET; 5) SOUTH 45'57'35" EAST, A DISTANCE OF 37.40 FEET; 6) SOUTH 2611'39" EAST, A DISTANCE OF 114.56 FEET; TO THE SOUTHWEST CORNER OF SAID PARCEL 1; SAID SOUTHWEST CORNER ALSO BEING THE NORTHWEST CORNER OF LOT 1 AS SHOWN BY LOT LINE ADJUSTMENT NO. 2000-339, PER GRANT DEED RECORDED NOVEMBER 13, 2000 AS INSTRUMENT NO. 2000-451810 OF OFFICIAL RECORDS; THENCE ALONG THE BOUNDARY OF SAID LOT 1 PER LOT LINE ADJUSTMENT NO 2000-339 THROUGH THE FOLLOWING TWENTY-EIGHT (28) COURSES: 1) EAST, A DISTANCE OF 256.45 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 266.50 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS NORTH 25'49'53" EAST; 2) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1812'32" AN ARC DISTANCE OF 84.69 FEET; 3) SOUTH 4557'35" EAST, A DISTANCE OF 89.11 FEET TO THE BEGINNING OF A NON -TANGENT CURVE, CONCAVE EASTERLY AND HAVING A RADIUS OF 25.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS SOUTH 44'02'25" WEST; 4) NORTHWESTERLY, NORTHERLY AND NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 96'52'53" AN ARC DISTANCE OF 42.27 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 133.50 FEET, A RADIAL LINE TO THE BEGINNING OF SAID COMPOUND CURVE BEARS NORTH 39'04'42" WEST; 5) NORTHEASTERLY AND EASTERLY ALOND SAID CURVE THROUGH A CENTRAL ANGLE OF 2440'27", AN ARC DISTANCE OF 57.49 FEET; fXHIBIT A CERTIFICATE OF PARCEL MERGER NO, 09487 J LEGAL DESCRIPTION OF MERGED PARCELS (continued) 6) SOUTH 09'34'31" EAST, A DISTANCE OF 123.51. FEET; 7) NORTH 80'52'22" EAST, A DISTANCE OF 8.81 FEET; 8) SOUTH 09'42'13" EAST, A DISTANCE OF 3.86 FEET; ' 9) NORTH 81'31'56" EAST, A DISTANCE OF 6.00 FEET; SHEET 2 OF 7 10) SOUTH 13'14'36" EAST, A DISTANCE, OF 2.57 FEET; 11) EAST, A DISTANCE . OF 55.16 FEET; 12) SOUTH 00'00'07" EAST, A DISTANCE OF 9.14 FEET; 13) NORTH 89'59'53" EAST, A DISTANCE OF 40.50 FEET; 14) SOUTH 78'04'08" EAST, A DISTANCE OF 33.34 FEET; : 15) SOUTH 81'49'03" EAST, ' A DISTANCE OF 18.75 FEET; 16) NORTH 1730'13" EAST, A DISTANCE OF 9.07 FEET TO THE BEGINNING OF A .NON —TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 300.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS SOUTH 14'43'1,f WEST; 17) EASTERLY AND SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31'07'34" AN ARC DISTANCE OF 162.98 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 500.00 FEET, A' RADIAL LINE TO SAID BEGINNING OF CURVE BEARS NORTH 45'50'48" EAST; 18) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1810'03" AN ARC DISTANCE OF 158.54 FEET TO THE BEGINNING OF A REVERSE CURVE, CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 598.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS NORTH 64'00'51" EAST; 19) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0958'5Er AN ARC DISTANCE OF 10.26 FEET; 20) SOUTH 26'58'07" EAST, A DISTANCE OF 116.30 FEET; 21) NORTH 66'29'17" EAST, A DISTANCE OF 140.45 FEET TO THE BEGINNING OF A NON —TANGENT CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 133.50 FEET, A RADIAL LINE TO SAID BEGINNING -OF CURVE BEARS NORTH 89-05'28" EAST; . 22) SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23'20'20" AN ARC DISTANCE OF 54.38 FEET; 23) SOUTH 2725'48" WEST, A DISTANCE OF 124.58 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE, NORTHWESTERLY AND HAVING A RADIUS OF 34.50 FEET; 24) SOUTHERLY, SOUTHWESTERLY AND WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 67'49'11" AN ARC DISTANCE OF 40.84 FEET; 25) NORTH 89'45'01" WEST, A DISTANCE OF 17.16 FEET; i 26) SOUTH 00'14'59" WEST, A DISTANCE OF 33.00 FEET TO THE BEGINNING OF A NON —TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 34.50 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS NORTH 0(y14'59" EAST; 27) EASTERLY, SOUTHEASTERLY AND SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 8(737'51" AN ,ARC DISTANCE OF 48.55 FEET; A EXHIBIT A CERTIFICATE OF PARCEL MERGER NO.- 09487 LEGAL DESCRIPTION OF MERGED PARCELS (continued) SHEET 3 OF 7 28) NORTH 89-45'01" WEST, A DISTANCE OF 199.95 FEET TO THE MOST EASTERLY CORNER OF LOT 1 OF TRACT NO. 28410-2 AS SHOWN ON THE MAP FILED IN BOOK 271, PAGES 63 THROUGH 68 INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT 1 PER SAID TRACT NO. 28410-2, NORTH 6412'52" WEST, A DISTANCE OF 166.55 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 1; THENCE ALONG THE NORTHWESTERLY LINE OF SAID LOT 1 SOUTH 2712'51" WEST, A DISTANCE OF 50.00 FEET TO AN ANGLE POINT IN THE SOUTHERLY LINE OF LOT 1 OF SAID LOT LINE ADJUSTMENT NO. 2000-339; THENCE ALONG THE SOUTHWESTERLY BOUNDARY OF LOT 1, OF- SAID LOT LINE ADJUSTMENT NO. 2000-339, NORTH 4723'25" WEST, A DISTANCE OF 172.70 FEET TO THE MOST EASTERLY CORNER OF LOT 20, OF TRACT NO. 21642 AS SHOWN ON THE MAP FILED IN BOOK 202, PAGES 51 THROUGH 61, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, AND AS ADJUSTED BY LOT LINE ADJUSTMENT NO. 90-098, RECORDED JUNE 5, 1990 AS INSTRUMENT NO. 206811, OF OFFICIAL RECORDS; THENCE ALONG THE BOUNDARY OF SAID ADJUSTED LOT 20 THROUGH THE FOLLOWING THIRTY-FOUR (34) COURSES: 1) SOUTH 2712'51" WEST, A DISTANCE OF 652.00 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 815.00 FEET; 2) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0742'37" AN ARC DISTANCE OF 109.67 FEET; 3) SOUTH 34'55'28" WEST, A DISTANCE OF 431.75 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 202.00 FEET; 4) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31'47'11" AN ARC DISTANCE OF 112.06 FEET; 5) NORTH 24 45'09" WEST, A DISTANCE OF 38.60 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 1,037.00 FEET; 6) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'49'00" AN ARC DISTANCE OF .32.88 FEET; .7) NORTH 26'34'09" WEST, A DISTANCE OF 152.81 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 412.00 FEET; 8) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 09'23'41T AN ARC DISTANCE OF 67.55 FEET; 9) NORTH 30'24'51" EAST, A DISTANCE OF 398.37 FEET TO THE BEGINNING OF A TANGENT CURVE, CONCAVE WESTERLY AND HAVING A RADIUS OF 100.00 FEET; 10) NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2704'44" AN ARC DISTANCE OF 38.53 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 193.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS SOUTH 81'39'53" EAST; 11) NORTHERLY AND NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 69'57'00" AN ARC DISTANCE OF 235.63 FEET TO THE BEGINNING OF A COMPOUND CURVE, CONCAVE SOUTHERLY AND HAVING A RADIUS OF 100.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS NORTH 2923'07" EAST; 12) WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'21'31" AN ARC DISTANCE OF 32.04 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 230.00 FEET, A RADIAL LINE TO SAID BEGINNING OF CURVE BEARS SOUTH 1901'36" WEST; 13) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 69'36'45° AN ARC DISTANCE OF 279.44 FEET; EXHIBIT A CERTIFICATE OF PARCEL MERGER NO. 09487 LEGAL DESCRIPTION OF MERGED PARCELS (continued) SHEET 4 OF 7 14) SOUTH 3924'51" WEST, A DISTANCE OF 71.68 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 150.00 FEET; 15) SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68'36'33" AN ARC DISTANCE OF 179.61 FEET; 16) NORTH 80158'36" WEST, A DISTANCE OF 87.91 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 125.00 FEET; 17) WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 39'58'00" AN ARC DISTANCE OF 87.19 FEET; 18) SOUTH 59'03'24" WEST, A DISTANCE OF 101.24 FEET; 19) NORTH 51'22'46" WEST, A DISTANCE OF 10.65 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 165.00 FEET; 20) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2(T50'37" AN ARC DISTANCE OF 60.03 FEET; 21) NORTH 30'32'09" WEST, A DISTANCE OF 136.97 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 985.00 FEET; 22) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0937'38" AN ARC DISTANCE OF 10.78 FEET; 23) NORTH 5747'27" EAST, A DISTANCE OF 425.66 FEET, TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH- WEST AND HAVING A RADIUS OF 160.00 FEET; 24) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60'28'36" AN ARC DISTANCE OF 168.88 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 180.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 8718'51" WEST; 25) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 63'12'53" AN ARC DISTANCE OF 198.59 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 240.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 1 T05'58r WEST; 26) WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41'28'23" AN ARC DISTANCE OF 173.72 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 250.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS NORTH 2722'25" WEST; 27) WESTERLY ALONG SAID CURVE THROUGH A CENTRAL. ANGLE OF 2416'35" AN ARC DISTANCE OF 105.93 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 997.87 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 01'54'1(f WEST; 28) WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0904'30" AN ARC DISTANCE OF 88.39 FEET; 29) SOUTH 86'49'40" WEST, A DISTANCE OF 62.82 FEET; 30) SOUTH 8657'37" WEST, A DISTANCE OF 103.93 FEET; 31) NORTH 04'30'09" WEST, A DISTANCE OF 52.83 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 560.00 FEET; 32) NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23'30'00" AN ARC DISTANCE OF 229.69 FEET; EXHIBIT A CERTIFICATE OF PARCEL MERGER NO. 09487 LEGAL DESCRIPTION OF MERGED PARCELS (continued) SHEET 5 OF 7 33) NORTH 28'00'09" WEST, A DISTANCE OF 56.43 FEET, TO THE SOUTHWEST CORNER OF LOT 2 OF TRACT NO. 24801 AS SHOWN ON MAP FILED IN BOOK 213, PAGES 76 THROUGH 81, INCLUSIVE OF MAPS IN THE OFFICE OF THE COUNTY RECORDER; 34) NORTH 83'18'53" EAST, ALONG THE NORTHERLY LINE OF SAID LOT 20, ALSO BEING THE SOUTHERLY LINE OF SAID LOT 2, A DISTANCE OF 213.52 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 80.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS NORTH 06'41'07" WEST, THENCE ALONG THE BOUNDARY OF SAID LOT 2 THROUGH THE FOLLOWING FIVE (5) COURSES: 1) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 68'40'58" AN ARC DISTANCE OF 95.90 FEET; 2) NORTH 28'00'09" WEST, A DISTANCE OF 277.05 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE EAST AND HAVING A RADIUS OF 267.00 FEET; 3) NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 17'10'20" AN ARC DISTANCE OF 80.02 FEET; 4) NORTH 10'49'49" WEST, A DISTANCE OF 323.78 FEET; 5) SOUTH 79-10'11" WEST, A DISTANCE OF 148.00 FEET TO THE SOUTHEAST CORNER OF LETTERED LOT A-2 OF SAID TRACT NO 24801, AS ADJUSTED BY LOT LINE ADJUSTMENT 90-098, RECORDED JUNE 5, 1990 AS INSTRUMENT NO. 206812, OF OFFICIAL RECORDS, SAID POINT BEING THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 163.97 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 79'10'11" WEST; THENCE ALONG THE EASTERLY LINE OF SAID ADJUSTED LOT A-2, THE FOLLOWING EIGHT (8) COURSES: 1) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 45'55'43" AN ARC DISTANCE OF 131.44 FEET; 2) NORTH 56'45'32" WEST, A DISTANCE OF 36.26 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 100.00 FEET; 3) NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 18'36'04" AN ARC DISTANCE OF 32.47 FEET; 4) NORTH 38'09'2Er WEST, A DISTANCE OF 7.40 FEET TO THE BEGIINING OF A TANGENT CURVE CONCAVE TO THE NORTHEAST AND HAVING A RADIUS OF 183.50 FEET; 5) NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4747'06" AN ARC DISTANCE OF 153.04 FEET; 6) NORTH 09'37'38" EAST, A DISTANCE OF 21.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 1,196.50 FEET; 7) NORTHERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00'20'11" AN ARC DISTANCE OF 7.02 FEET TO A POINT ON THE EASTERLY LINE OF SAID LOT 2 PER SAID TRACT NO. 24801; SAID POINT BEING ON SAID CURVE CONCAVE TO THE WEST AND HAVING A RADIUS OF 1,196.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 80'42'33" EAST; 8) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 01'59'59" AN ARC DISTANCE OF 29.93 FEET; TO THE SOUTHWESTERLY CORNER OF TRACT NO. 21381-1 AS SHOWN ON THE MAP FILED IN BOOK 158, PAGES 83 THROUGH 87, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; THENCE ALONG THE SOUTHERLY AND EASTERLY BOUNDARY OF SAID TRACT NO. 21381-1 THROUGH THE FOLLOWING TWELVE (12) COURSES: 1) SOUTH 8708'32" EAST, A DISTANCE OF 150.00 FEET; EXHIBIT A CERTIFICATE OF PARCEL MERGER NO, 09487 LEGAL DESCRIPTION OF MERGED PARCELS (continued) SHEET 6 OF 7 2) NORTH 04'38'35" EAST, A DISTANCE OF 151.03 FEET; 3) NORTH 8419'30" EAST, A DISTANCE OF 26.47 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTH AND HAVING A RADIUS OF 566.50 FEET; 4) EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2733'34" AN ARC DISTANCE OF 223.05 FEET; 5) NORTH 61'45'56" EAST, A DISTANCE OF 146.18 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 450.00 FEET; 6) EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1729'19" AN ARC DISTANCE OF 137.36 FEET; 7) NORTH 79'15'15" EAST, A DISTANCE OF 547.54 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 386.50 FEET; 8) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 83'43'50" AN ARC DISTANCE OF 564.82 FEET; 9) NORTH 04 28'35" WEST, A DISTANCE OF 374.41 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHWEST AND HAVING A RADIUS OF 250.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS NORTH 46' 14'08" WEST; 10) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1955'38" AN ARC DISTANCE OF 69.50 FEET; 11) NORTH 27 50'14" EAST, A DISTANCE OF 99.31 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 720.00 FEET; 12) NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0941'02" AN ARC DISTANCE OF 109.12 FEET TO A POINT IN THE BOUNDARY OF SAID PARCEL 1 OF PARCEL MAP NO. 20426, BEING THE SOUTHWESTERLY TERMINUS OF THAT CURVE IN SAID BOUNDARY SHOWN AS HAVING A RADIUS OF 720.00 FEET, A CENTRAL ANGLE OF 31'18'38" AND AN ARC LENGTH OF 393.46 FEET; THENCE ALONG SAID BOUNDARY OF PARCEL 1, ALSO BEING THE SOUTHERLY BOUNDARY OF LOT B-1 AS SHOWN BY TRACT NO. 20717-3, AS FILED IN BOOK 157, PAGES 19 THROUGH 30, INCLUSIVE OF MAPS, AND THE WESTERLY BOUNDARY OF LOTS 2 THROUGH 6, INCLUSIVE, AS SHOWN BY TRACT NO. 20717-1, AS FILED IN BOOK 151, PAGES 33 THROUGH 36, INCLUSIVE, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; 1) CONTINUING NORTHEASTERLY ALONG LAST SAID CURVE THROUGH A CENTRAL ANGLE OF 31'18'38" AN ARC DISTANCE OF 393.46 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTH AND HAVING A RADIUS OF 360.00 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 2710'06" EAST; 2) EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 10'04'2(f AN ARC DISTANCE OF 63.29 FEET TO A POINT, SAID POINT BEING THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST AND HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 17'53'14" WEST; 3) SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1734'58" AN ARC DISTANCE OF 5.38 FEET; 4) SOUTH 14'59'27" EAST, A DISTANCE OF 576.08 FEET; 5) SOUTH 03'33'38" WEST, A DISTANCE OF 311.17 FEET; 6) SOUTH 14'59'27" EAST, A DISTANCE OF 35.00 FEET; 7) SOUTH 3900'33" WEST, A DISTANCE OF 14.14 FEET; EXHIBIT A CERTIFICATE OF PARCEL MERGER NO. 09487 LEGAL DESCRIPTION OF MERGED PARCELS (continued) 8) SOUTH 59'59'27" EAST, A DISTANCE OF 14.14 FEET; 9) SOUTH 14'59'27" EAST, A DISTANCE OF 35.00 FEET; 10) SOUTH 33'32'32" EAST, A DISTANCE OF 311.17 FEET; 11) SOUTH 14'59'27" EAST, A DISTANCE OF 53.95 FEET; 12) SOUTH 03'46'42" EAST, A DISTANCE OF 339.26 FEET TO THE POINT OF BEGINNING. CONTAINING 4,662,735 SQUARE FEET OR 107.04 ACRES, MORE OR LESS. AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: jk4 4 09 CHRIS J. BERG , L.S. 6588 'DATE LICENSE EXPIRE 12-31-200 THE BEARINGS SHOWN HEREON MATCH THE RECORD BEARINGS FOR THE FOLLOWING: CERTIFICATE OF CORRECTION 95-015 TRACT MAP NO. 28410-2 TRACT MAP NO. 21642 LOT LINE ADJUSTMENT 90-098 TRACT MAP NO. 24801. TO MATCH THE BEARINGS OF THE ABOVE LISTED DOCUMENTS, THE BEARINGS FROM THE FOLLOWING DOCUMENTS WERE ROTATED AS NOTED: LOT LINE ADJUSTMENT 2000-339 - ROTATED CLOCKWISE 0'00'11". TRACT MAP 21381-1 - ROTATED CLOCKWISE O'00'09", PARCEL MAP 20426 - ROTATED CLOCKWISE 900'09". LAN��J. 6 SG�G L.S. 6588 * Exp.12-31.09 t BY: 6 PLANNING DIRECTOR CITY OF LA QUINTA SHEET 7 OF 7 EXHIBIT B CERTIFICATE OF PARCEL MERGER NO, 09487 PREPARED UNDER THE SUPERVISION OF: 6m'i 41tial —L- �- CHRIS J. BE , P.L.S. a8 DATE LICENSE EXPIRES 12-31 009 LAJ. Np `SG L.S.6588 Exp. t2-31-09 ��qTF OF CA0���\P POR. OF HE 1/4, SEC. 20 & NW 1/4 SEC. 21— T6S, RYE SEE SHEET 6 & 7 FOR LINE AND CURVE TABLES POR. OF SE 1/4 SECTION lY T6S, RYE SEE SHEET 2 4,662,735 S.F. 107_04 ACRES-- SHEET 1. OF 7 POR. OF SW 1/4 SECTION 16 T6S, RYE 9EE SHEET 3 ; ; P.O.B. OR. of PAR. 2 SCALE: 1 " = 800' I I I PM 20426 Z PMB 129/49-66 ..--.-----------J SEE SHEET 4 SEE S14EET 5 POR. LOT 20 TR. 21642 MB 202/51-61 INDICATES MERGED LOT LINES PER THIS LOT MERGER ------- INDICATES EXISTING LOT LINE P.O.B. POINT OF BEGINNING RECORD OWNER: MSR ADDRESS: 450 S. ORANGE AVE., 12TH FL., ORLANDO, FL 32801 MAP PREPARED BY: MDS CONSULTING ADDRESS: 78900 AVENUE 47, STE 208, LA QUINTA CA..92253 IS I DOUBLE EAGLE WAY LOT 1 LLA 2000-339 BYE HOLE WAY .' BASIS OF BEARINGS: SEE SHEET 7 FOR BASIS OF BEARINGS NOTES. �F� ir:-ter DATE: C.- �' �0 9 MERGER NO. 09- I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 EXHIBIT "B" SEE SHEET 6 & 7 FOR LINE AND CURVE TABLES r SCALE: 1 " = 300' .SHEET 2 OF 7 LOT 1 TR 21301-1 M.B. 15 0 /83- 0 7 I LOT 2 TR 21301-1 LOT 3 TR 213 01-1 / M.D. 150/03-07 n N 82'08' _ n J L54 J -- 32 W R,qD I L53 --4 RAD%pC& 35 L68 C13 1 C34 C33 L50 POR. OF SW 1/4 L51 C32 SEC;U b 17 LOT A2 T6S, RYE LLA 90-098\ 9 WST.*20 012 INDICATES MERGED LOT LINES PER THIS LOT MERGER - - - INDICATES EXISTING LOT LINE P.O.B. POINT OF BEGINNING SEE SHEET 4 M W CN W w (N POR. OF HE 1/4, SECS. 20 NW 1/4 SECS. 21 T6S, RYE I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 SHEET 3 OF 7 SEE SHEET 6 & 7 FOR q LINE AND CURVE TABLES I �q SCALE: 1" = 300' '� �e \ �d 0 LOT A-1 �! 7R 21/ 3- 87 to w x w w cn EXHIBIT "B" L58 rr C6 LOT I TR 213011�1 M.D. 15 9 /03-8D I I II LOT 2 TR 21301-1 I SEE DETAIL I POR. OF SE 1/4 SEC CON 17 T6S, RYE I r---------------------------n I I N_17'5314E U RAD (R=24.50') C43 N l a N W.28' 12" E '41.0BRAD R=24.50') I I I N 12'05'46"_W (R=360.00') i J DETAIL ------------NTS L-_ - - - - - - - - - - - - J L61 L63 L64 "B" HEREON TC42 I 1 r------------- 1 \ I I 1 I 1 I I I I � I f I U, \ 7 \ 11-62 I I I L63 I I DETAIL "Er \ \ \ �-- NTS o _ I ------J CID \ \ \ L66 I I POR. OF SW 1/4 I I SECTION 16 r I I I T6S, RYE � I � I L1 — I I I PARCEL 1 CERTIFICATE OF COMPLIANCE \ No. 95-0015 A , \ WAIVER OF PARCEL MAP 28194 INDICATES MERGED LOT LINES PER THIS LOT MERGER — — — INDICATES EXISTING LOT LINE SHEET 5 P.O.B. POINT OF BEGINNING I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 SEE SHEET 6 & 7 FOR LINE AND CURVE TABLES SCALE: 1 " = 300' d o� 7 C31 EXHIBIT "B" SEE SHEET 2 POR. OF Ste/ 1/4 SECTION N 17 T6S, RYE SHEET 4 OF 7 POR. OF HE 1/4, SEC. 20 NlW 1/4 SECS. 21 N 06'41'07" W RAD MS, RDE ------------ L45 L46 N 01'54'10" E RAD_PRC i N 22722'25" W RAD-PRC N N 19'05'58" E RAD-PCC ------------ L44 C� L43L4C28 J/ VC27 Vdg NoObe o� LEGEND INDICATES MERGED LOT LINES PER THIS LOT MERGER — — — INDICATES EXISTING LOT LINE P.O.B. POINT OF BEGINNING Lo Li- x w w N __N8718'51"E RAD-PCC >- C24 POR. LOT 20 M. 21642 M8 202/51-61 134 N38'4_6' 1_5"_W _ _ RAD-PCC�� M� L35 \ �cl� 2� C20 C 19 LOT 5 �' C21 01 TR 24801 MA 213/76-01 I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 SEE SHEET 6 & 7 FOR SHEET 5 OF 7 LINE AND CURVE TABLES EXHIBIT " B" SCALE: 1 " = 300' SEE SHEET 3 OR OR I I I DETAIL A I N PARCEL 1 o� NTS i 3 C�ERTIFOC Nn ATE OO F COMPLIANCE �o o. 95-015 BOWAIVER OF PARCEL MAP 20194 L4 c" �� \ L14 I z �� Qi �i w I 3� w I I I ---------------- -rck- o ag o, NI a �� I I$I I � I L5 N I U zl � DETAIL B" o, , "Z' ,� W _ NTS _ _ -- ' L6 L7 cn z — — — -------- J --N 25'49'53" E RAD.' _ o N 4402'2b"-\E RADA SEE DETAIL "A" HEFtON WI \ ' \ LOOT 1 �-- J0O �:o CD N �(P3. Z164� �� N_45'50'48" RAD-PCC��' 001 G�v'11� �Oa/41m61 W� - ------ ----- C6,, z�� w ��U ell, � N 64'00 51 E__R_AD-_P_R_CJ. cUJIn "'ia c�,� ----- BYE HOLE WAY c7 >- o� r-. L22 � L27 � _ Q c; 3 ry�ti� Q 1 L25 `- I � LLJ /LOT 2 ��, v` C 15 ��/ / OOP / Q`' �// b�/ ----------- C8 - - C10 Q /� (v/ I DETAIL L23 ®/ I NTS N 00'9 E ' " I RAPPy \ N 54'02'11"_E/ RAD�,� cv.cv / v / I N 8952'50" E RAD` L0719 \ ®% / L---------------------- i TR 21642 / LEGEND / M.o.202/51-61 \ C1// N 23'17'21" W- �I INDICATES MERGED LOT LINES -- -- RAD�� // / — — PER THIS LOT MERGER — INDICATES EXISTING LOT LINE ��� Ga�2� P.O.B. POINT OF BEGINNING I:\76202\MAPPING\PARCEL MERGER\PM EXH• B.DWG 05-26-09 I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 EXHIBIT "B" CURVE TABLE CURVE DELTA RADIUS LENGTH Cl 18'12'32" 266.50 .84.69 C2 9652'53" 25.00 42.27 C3 24'40'27" 133.50 57.49 C4 31'07'34" 300.00 162.98 C5 18' 10'03" 500.00 158.54 C6 958'58" 598.00 10.26 C7 23'20'20" 133.50 54.38 C8 67*49'11" 34.50 40.84 C9 8937'51" 34.50 48.55 C10 7'42'37" 815.00 109.67 C11 31*47'11" 202.00 112.06 C12 I 1'49'00" 1037.00 32.88 C13 O'20'10" 1196.50 7.02 C14 9'23'40" 412.00 67.55 C15 22'04'44" 100.00 38.53 C16 69'57'00" 193.00 235.63 C17 18'21'31" 100.00 32.04 C18 69'36'45" 230.00 279.44 C19 2948'54" 150.00 54.49 C20 4747'39" 150.00 125.12 C2.1 39'58'00" 125.00 87.19 C22 20'50'37" 165.00 60.03 C23 (737'38" 985.00 10.78 C24 60'28'36" 160.00 168.88 C25 63'12'53" 180.00 198.59 C26 41'28'23" 240.00 173.72 C27 2416'35" 250.00 105.93 C28 5'04'30" 997.87 88.39 C29 23'30'00" 560.00 229.69 C30 68'40'58" 80.00 95.90 C31 17' 10'20" 267.00 80:02 C32 4555'43" 163.97 131.44 C33 18'36'04" 100.00 32.47 C34 4'747'06" 183.50 153.04 C35 1.25'59" 1196.50 29.93 SHEET 7 OF 7 CURVE TABLE CURVE DELTA RADIUS LENGTH C36 22'33'34" 566.50 223.05 C37 17*29'19" 450.00 137.36 C38 8343'50" 386.50 564.82 C39 15'55'38" 250.00 69.50 C40 8'41 '02" 720.00 109.12 C41 31' 18'38" 720.00 393.46 C42 10'04'20" 1 360.00 63.29 C43 12'34'58" 1 24.50 5.38 THE BEARINGS SHOWN HEREON MATCH THE RECORD BEARINGS FOR THE FOLLOWING: CERTIFICATE OF CORRECTION 95-015 TRACT MAP NO. 28410-2 TRACT MAP NO. 21642 LOT LINE ADJUSTMENT 90-098 TRACT MAP NO. 24801. TO MATCH THE BEARINGS OF THE ABOVE LISTED DOCUMENTS, THE BEARINGS FROM THE FOLLOWING DOCUMENTS WERE ROTATED AS NOTED: LOT LINE ADJUSTMENT 2000-339 - ROTATED CLOCKWISE 0'00"1". TRACT MAP 21381-1 - ROTATED CLOCKWISE 0'00'09", PARCEL MAP 20420 - ROTATED CLOCKWISE 0'00'09". APPROVE BY: PLANNING DIRECTOR CITY OF LA QUINTA I:\76202\MAPPING\PARCEL MERGER\PM' EXH B.DWG 05-26-09 FILE• COPY Lam �9 , !,P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 " OF t 78-495 CALLE TAMPICO (760) 7.77-7000 r 'LA QUINTA, CALIFORNIA 92253 FAX. (76.0) 777,-71.01 June-8, 2009 Ken Hoeppner Pyramid Advisors One Post Office Square, Suite 3100 Boston, MA 02109 SUBJECT: PARCEL MERGER 2009-487 ' PGA WEST GOLF: VILLAS/CLUBHOUSE"EXPANSION ' Dear Mr. Hoeppner: The Planning -Department has reviewed and approved Parcel Merger .2009-487 ,for` recordation pursuant to Chapter 1.3.32 of .the Subdivision Ordinance:; Enclosed is ` the approved information for, this application. 'Once recorded, please .serid a copy of the material to our office for. filing: The City has approved this'rrie'rger based.on, zoning compliance and correctness of the metes and bounds of the legal description. Any potential conflicts with utility easements should be investigated by the applicant and/or property owner at the earliest opportunity. -By execution of this, approval, .the applicant _and/qr property owner agrees to indemnify, defend; and hold harmless the' City• of La' Quinta • from any legal claim, or litigation arising out of the City's approval of this application. Should you, h ve an ' Y y questions, please contact me''at (760) 777-7125. Sincerely, , ES J SON Planning Director C: Public Works Department. SITE PLAN CERTIFICATE OF PARCEL MERGER NO, 09487 9 MANNING DIRECTOR CITY OF LA QUINTA POR. OF SE 1/4 SECTION 17 T6S, RYE POR. OF NE 1/4, SEC. & NW 1/4 SEC. 21 T6S, RYE APN 762-020-004 APN 775-240-014 APN 775-240-010 /I I I I I � I I I _1 I �J I I I I I I I APN 775-240-011 GOLF COURSE NO STRUCTURAL IMPROVEMENTS 0 0 I' O N N I' r- r- z a --------------- \APN 762-010-009 r, APN 762-020-005 o 0 POR. LOT �O of TR. 21642 0 MB 202/51-61 N I � I ! z APN 762-020-006 � //�%' APN 762-023-020 l , APN 762-020-007 RECORD OWNER: MSR RESORT GOLF COURSE LLC ADDRESS: 450 S. ORANGE AVE., 12TH FL., ORLANDO FL 32801 MAP PREPARED BY: MDS CONSULTING ADDRESS: 78900 AVENUE 47, SUITE 208, LA QUINTA 'CA. 92253 POR. OF SW 1/4 - SECTION 16 T6S, RYE SHEET 1 OF 1 SCALE: 1 " = 800' POR. OF PAR. 2 PM 20426 PMB 129/49-55 APN 775-220-005 APN 775-250-019 DOUBLE EAGLE WAY 2000-339 BYE HOLE WAY ASSESSOR'S PARCEL NO. 762-010-009 762-020-004 762-020-005 762-020-006 762-020-007 762-050-003 762-150-014 775-220-001 775-220-005 775-240-010 775-240-011 775-250-019 775-250-024 I:\76202\MAPPING\PARCEL MERGER\PM EXH B.DWG 05-26-09 City Of La Quin A[� r'`wE usE ONLY �— Case No. o Date ecvd Planning Departmen F : �.� ' v;yl� % '� Relate Apps: 78-495 Calle Tainpi o La Quinta, California- - OF A ±�<<aL� Logged in by: _ f PHONE: 760 777 �71-25` --� - D 1 { ) A�'"'7�'� 23� n APPLICATION TOR PARCEL MERGER APPROVAL 30 2 2 M9 TA CITY O� _ _ . �N AF PARCEL MERCER 'appli cations are reviewed and approved by the Planning Director pursuant to Chapter 13.36 of the Subdivision Regulations. The purpose is to allow merger of contiguous,parcels or units of real property, under common ownership. 4.1- -.*� 4. f- 0.6 •.*. 4- •0.0 41 e.- -.0. 4. -*e 4- -.1. -.0. 4. -.0- 4. 4. 4. 41- -0.41 -.11 •1.,,. -*.+ ice- -.. 4. 4-A.- 4. *e -*0 ee e.- e.- •.#. e.- APPLICANT P`j 2CN�-t (%) ACNQ6w , 'h1'. (Print)) n MAILING ADDRESS._CUt~- �i6'f- D pfqu _ Sa-' Phone No. Z'6 s -I CITY, STATE, ZIP: ' U t n= 'bloo Fax No. "z— PODS +z';A t l C�21. c�C1 / h PROPERTY OWNER (if different): K-/) 1c �� (�Jl � V U1J� (�(JI/L s C- (Print) MAILINGADDRESS hone No. CITY, STATE, ZIP: Fax No. MERGER LOCATION: A, Pw_ oit • 0 ( &A (&JE r CE- L X R Assessor Parcel Number of Parcels to be Merged: Parcel 1 _ - - Parcel 2 Parcel - - Parcel 4 (Attach additional shee s, if necessary) APPLICABILITY: Merger maybe processed if the following requirement is satisfied: l/ At least one of the affected parcels is undeveloped by any structure for which a building permit was issued or for which a building permit was not required. at the time of construction, or is developed only with an accessory structure or accessory structures, or is developed with a single structure, other than an accessory structure, that is also partially sited on a contiguous -parcel or unit. P:WpplicationsTarcel Merger Approval.doc -CRITERIA FOR APPROVAL: To obtain approval of a merger, the following criteria shall be met: ©/ The merger complies with the standards specified in Section above. U . The parcel will be consistent with the zoning of the property. . if The parcel will not conflict with the location'of existing structures on the property. The parcel will not be deprived of adequate access as a result of the merger. Access to adjoining properties will not be restricted as a result of the merger. l?i No new'lot lines are'created by the merger. MINIMUM SUBMISSION REOUIREMENTS: U( - . Existing grant deeds or title reports for all affected parcels. GK New, original, unrecorded Grant Deeds for each resulting parcel with the following: 5� Correct -legal description of the. merged parcel'and the statement, "This Grant Deed reflects Parcel Merger No. , as approved the City of -La Quinta." . Completed Certificate of Parcel Merger.No. "Exhibit A" O Completed Certificate of Parcel Merger No. , "Exhibit B" - Plat showing merged parcels 1 Completed Site Plan, showing merger parcels and existing structures and improvements; if any. t3� If metes and bounds legal. description is used for merged parcels, closing calculations shall ' be submitted. l( Filing fee for Parcel Merger. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. .•..•..•..•..•..•. •'..o.•..•..•..•..•..•..•..•..•..•..•..•..•..•..•• .•..•..•..•..•..o .o .o .•..•..•...•..•..•. ••..•..•..•..•..•. o..•. o:.•..•..•..•..•. 4. SIGNATURE OF 'APPLICANT DATE 6tZ � �� NAME, OF APPLICANT— i Please print) SIGNATURE OF PROPERTY 0 S) f. IF NOT SAME AS APPLICANT: DATE i3 /J v-- NAME (,v il/� OF OWNER s o G6 t-F u i (Please print) i (Separate written authority by owner to submit application may be submitted) NOTE: FALSE.OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS .FOR DENYING APPLICATION. i P•1AnnliarinnclPorrnl Mnrnnr Annrmal d— f Related Cases (Golf villas) Environmental Assessment 08-601 Specific Plan 83-002 Amendment 7 Tentative Tract Map 36139 Site Development Permit 08-907 (Clubhouse Expansion) Site Development Permit 09-91 1 Parcel name: PARCEL MERGER North:'9998.3509 East,,: 9808.6956 Line Course: S'89-30-22 W• Length: 503.58- North: 9994.0101 East 9305.1343<'. .Line Course: S 29-54-29 W Length: 330.49 North: '9707.5326 ., East 9140.34.88 Line, Course: S 00-08-26 E Length: 394-.26 North:•9313.2738 East 9141'.3160 Line Course: N 89-51-34 E •Length: 37.00 North:.9313.3645 East 9178.3159 Line Course:.S 007'08-26 E 'Length: 215..80", North: '9097.5652-• East :'9178.8453 Line Course: S 45-57-35 E' Length: 37.48 „ North: 9071`.'5104 East`: 9205.7878 ,r Line Course: S 25-10-45 E Length':, 114.49 North: 8967.8991 East :,9254.4976 Line Course: S 90-00-00,E Length: 256.45 North: 8967.8991 East ': 9510.9476, Curve- Length: 84.70 Radius:-266.50 Delta-: 18-12-32 i Tangent: 42:71 Chord: 84.34 Course: S 55-03-51 E Course In: S 25-49-53 W ;-• Course Out: N 44-02-25"E RP North: 8728.0277 East 9394.8271 End North: 8919.6016 East 9580.0883 Line Course: S 45-57-35 E Length: 89.11 North: 8857.65.55 East 9644.1451 Curve Length: 42.27 Radius: 25.00 Delta: 96-52-53 Tangent: 28.20 Chord:_37.41' Course: N 02-28-.52 E Course In: N 44-02-25 E Course -but: N 39-04-427W RP North:-8875.6268'- e East 9661.5242 End North: 8895.0339 East 9645:7647 Curve Length: 57.49. Radius: 133.50 Delta:. 24-40-28 Tangent: 29.20 Chord: 57.05 - Course: N 63-15-32 E t. Course In: S'39-04-42 E Course Out: N 14724-14<W RP North: 8791.3999 East•:•9729.9207 End North: 8920.7035 East : 9696.7118 Line Course: S'09=34731 E Length: 123.51 North: 8798.9142 East 9717.2569 Line 'Course: N 80-52-22 E Length: 8.81 North: 8800.3117' East 9725.9553 Line Course: S 09-42-13 E Length:' 3'.-86 • North: 8796.5070 t 'East 9726.6059 Line' Course: N 81-31-56 E Length: 6.00,' North: 8797.3905 - East 9732.5405 Line Courser S 13-14-36 E Length: 2.57 North:,8794.8888 ,. East,:.9733:1293 . Line Course: S .90-00-00 E Length: 55.16 North: 8794.8888 + East• : ,9.788.2893 Line 'Course: S'00=00-07.E'. Length: 9.14 . 'North: 8785.7488. East 9788.2896 Line Course: N 89-59-53.E Length: 40.50 -- North: 8785.7502•. East 9828.7896 Line `Course: S`•78-04-08• E . Length: 33.34 e • North: 8778.8577 East. '9861.4094. Line - Course: S 81-49=03 'E ..Length:. 18.35.. North: 8776:1890 :East.: 9879.9685. Line Course: N 12-30-13 E'. Length: 9.07'. ' -North: 8785.0439 East 9881.9321 Curve. Length:-162.98: �..'' Radius:_300.00 Delta. 31-67-34'..- "Tangent: 03.55 r Chord:, 160.'98 • Course: S 59-42'59,E{ Course In': S 14-43-14}W Course Out: N 45-50-48 E RP ,North:°8494A909 East 9805.7007 , F c End North:,., 8703:8652 East 10020.9441' -Curve `-Length: 158.54 t - Radius: 560.00 _ , '� ` Delta : 18-.10- 03 Tangent: 79.94 Chord: 157: 88 1 Course`: S• 35-04,-10 E Course In: S-45-50-48:W -Course Out:;�N 64-00-51 E RP North: 8355.5747 ;•, East :-,9662.2050 End North': 8574.6492 East : 10111.6562 * Curve Length: Radius: 598 00 Delta:.•0-58-58: a� Tangent':5.13 Chord: .10.26- � t r, Course: S 26-28-3.8 +E Cotirse In:'*N 64-00-51' E . • Course Out:-*S ,63-01-53• W ` RP North:'8836.6622 East 10649.1999 End North: 8565.4678 East 10116.2293 Line Course: S 26-58=07.E Length: 116.30 North: 8461.8149, East 10168.9716 z' Line (Course: .N•66. 29-17 'ELength: 140'.45• • North: 8517.8460 'r East.: 10297.7610 Curve ;Length:.54.'38 ,, Radius: 133.50 Delta:.•23-20-20t,`` Tangent: 27.57 Chord: `5'4A0 Coursei S 10-45-38 W Course In: S 89-05'=28 W' Course'Out: S 67-34-12_E _ RP„ North: 8515.7284 East.: 10164.2778• ` End North: 8464.79,09.. rf :East' 10287.6781 Line Course: S•22-25-48 W Length: 124.58 North: 8349.6358 East 10240.1440' • Curve'Length: 40.84 4 Radius:-34.50 Delta: '67-4.9-11 Tangent: 23.19 ` Chord: 38..49 Course: S'56-20-24 W Course..In:,N.,67-34-12:W Course Out: S 00y14'-59,W RP North: 8362:7994 Easti:-10208.2541 t' End•North: 8328.2998 '` East 10208.1037 `Line_ Course: N 89-45-01 W' Length:" 17.16' , North.: 8328 3746 .1 East 10190.9439 Line Course: S 00'14-59` W Length: •-33.00 ' `North:-48295.3749 East 10190.8000 -Curve Length:. 48.•55- �; � Radius: 34.50 Delta: 80=37-51 ••'Tangent:.'29.27 Chord: 44•.64 Course: S'49-26-05 E Course -In: S 00-14-59 W, .-Course Out:'N 80-52-50 E RP 'North: 8260.8752, t•, East 10190.6497 -- End North:.8266.3432 1y East 10224.7136 Line Course: N 89-45,-,-Ol'W. Length: .199.95.,. North:•'8267.2147 East : 10024.7655- Line, Course: N`-64-12-52-W Length:•166.55, ' *North: 8339:6646. "•' East 9874.7991 Line Course: S 27-12-39�W Length: 50.00. North:•'8295.1981. East: 9851.9358 4?. Line' Course: N 47-26-32 W .Length: 172:81 North: .8412.0753 East : 9724.6447 Line Course: S 27-12=51 W Length:.652.00. 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Course Out: N 58-50-13 E RP North: 7532.1349 East 7337.7234 End North: 8041.8481 East .: 8180.5860 Line Course: N 52-47-27 E Length_: 425.66, North: 8299.2560 '' East,: 8519.5958 Curve Length: 168.88 t.+ Radius: 160.00 "Delta:•60-28-36 Tangent: 93.27 Chord: 161.15 Course: N:22-33-09 E ' Course In: N 37-12-33 W Course Out:•N 82-18-51 E RP North:.8426.6853 East': 8422:8395 End North: 8448.0839 East : 8581:4021 Curve' .Length: 198.59- Radius: 180.00 ;. Delta: 63,127-53 Tangent:' 110.77 Chord: 188.67 Course: N 39-17-35 W Course In: S 82-18-51 W Course Out: N•19-05-58 E RP North: 8424.0105 East: 8403.0192 End North: 8594.1019 , East : 8461.9168 Curve Length: 173-72 Radius: 240.00 .Delta: 41-28-23 Tangent: 90.86 + Chord: 169.95 Course: S 88-21-47 W Course In: S 19-05-58 W ..-Course°Out:` N 22-22-25 W . RP North: 8367-3134' East.: 8383.3867 End North: 8589.2465 East : 8292.0320 Curve' Length:•105.93 Radius: 250.00 Delta: 24-16-35 Tangent: 53.77 Chord: 105''14 Course: S 79-45-52 W . 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Tangent: 80.53 Chord: 148.11 Course: N 33-57-47 W Course In:••S 79-10-11 W Course Out: N 32-54-15 E 'RP North: 9523.3946 East 7423.4313. .End North: 9681.6555' East 7525.8312 'Line Course. -IN 57-•05-45 W Length:. 18. 17 North: 9691'.5260 East 7510.5760 Curve_ -.Length: 21.93{ - ...Radius: 100.00 Delta: 12-33-56 Tangent': 11.01 Chord: 21.89, A r Course:' N 50-48-47 W,, Course In: N.32-54--15-E, Course Out: S 45-28-11 W RP North: 9775.4841 East 7564.89-95 End North: 9705.3555 .',East 7493.6115 Curve` Length:'172.3.7 Radius: 183.50 Delta:.53=49-16 Tangent:.93.14. Chord: 166.10 Course: N 17-37-1-1 W Course In: N 4548-11 E Course Out: N 80-42-33 W RP North: 9834.0415 East : 7624.4250. End North: 9863.'6668 East : 7443.33.22 Line .Course: N 09-17-27 E Length: 21:.00 North: 9884.3913 East :•7446.'7226. Curve.:Length: 29.93 ` Radius: 1196.50 !, Delta: 1-25-59 Tangent.:,14.96 Chord: 29.93 .,Course.: N 08-34-28 E Course In: N 80-42-33,W ''. Course Out: S482-08-32 E ' + RP. North: 10077.5614 East : 6265.9188 • End North: 9913.9824-.East': 7451.1843 Line Course: S 82=08=32 E Length: 150.00 North:•9893.4752 4 East 7599.7758 'Line Course : 'N 04 - 3 8 -.3 5 E Length: ,:151. 03. '*North:' 10044.0095 `'' East 7612.0014' _Line Course: N 84.-19-30 E Length: 26.47 , North:. 10046.6270 East 7638.3417 Curve 'Length: 223.05 } Radius:'566.50 Delta: 22-33-34` Tangent: 112.99 Chord: 221.61 Course: N 73-0.2-43 E. Course In:' N 05-40-30 W Course•Out: S 28-14-04 E RP North: 10610.3505 East 7582.3230 End North:,10111.2531 East 7850.3231 Line .Course; N 61-45-56 E Length: 146.18 North: 10180.4081 East'`:° 797.9.1105 Curve' Length: 1137.36. Radius:.450.00 Delta:_ 17-29-19 Tangent: 69.22 - Chord: 136.82 - Course: N 70-30-36 E Course In: S'28-14-04 E Course Out: N 10-44-45 W North:.9783. 1. 9494 .East : 8191.9967 End.North: 10226.0582 East : 8108.0930 ..,Line 'Course: N 79-15-15 E. Length: 541.54 North: 10328,.1484 $,,East : 8646.0314 ,,Curve".Length: 564.82 Radius: 386.50 Delta: 83=43-50 Tangent: 346,.36 _ Chord:•515.89. Course: N 37-23-20 E 'Course In: N 10-44-45 W Course.0ut: N 85-31=25 E RP North: 10707.87:08 East. •:, ,8573 .9674 End North: 10738.0364 ' East- 8959.2884' Line Courser N 04-28-35• W Length:. 374.41 North: 11111.3043• Eaet 8930.0664 3. r. Curve Length: 69.50 Radius: 250.00 Delta: 15-55-38 Tangent: 34.97 Chord: 69.27 Course: N 35-48-03'E Course,In: N 46-14-08 W Course Out: S 62-09-46 E " RP North:'11284.2281 East '8749.5190 End North: 11167.4878, East 8970.'5884 Line Course: N 27-50-14 E' Length: 99.31 North: 11255.3054 East 9016.9624 Curve Length:;•109.12 . Radius: 720.00. • .Delta:'8-41-02 Tangent: 54.67 Chord: 109.02. Course: N 32-10-45 E Course In: S 62-09-46 E Course Out: N 53-28244 W, RP North: 10919.0933 ,, East- 9653.6424 End'North:'11347.5790 East 9075.0233 Curve Length: 393.46 Radius: 720.00- -Delta: 31-18-38 Tangent*: 201`.78 Chord: 388.58. Course: N 52-10-35 E 'Course In: S 53-28-44 E... Course Out 'N 22-10-06 W RP North: 10919.0933 East 9653.6424 y End North: 11585'8704 East 9381.9655 Curve. Length: 63.29 Radius: 360.'06 Delta: 10-04-20 Tangent: 31.72 .Chord: 63.20 Course: N 72-52-04 E ` * Course In:'S'22-10-06 E Course but:'N 12-05-46 W , RP North: 11252.4819 - East 9517:8039 End North:'11604.4890 East .9442.3651 Curve•.'Length: 5.38 Radius: 24.50 ' Delta: 12-34-58 Tangent: 2.'70 ,Chord: 5.37 Courser S'65-49-17 E Course In: S 17-53 14 W Course Out: N.30-28-12 E f, ' RF-1 North: 11581.1732, 'East :-9434.8401 End North:.11602.2897 ' ,_East 9447.2637 Line Course: S 14-59-27 E_ .Length: 576.08 { North:.11045.8153 ' rEast 9596.2752 Line Course: S 03-33-38 W Length: 311.17 , North:.10735.2459 East 9576.9505 Line ;Course: S 14-59-27 E Length:.35.00 " ' •North: 10701.'4370` East 95861.0037 Line Course: S 30-00-33 W- Length: 14.,-14 North: 10689.1926 East 9578.9318 •.Line Course:.S 59-59-28 E Length:'14.14, North:•10682.1207 East=:,9591.1763 +, Line Course: S.14-59-27'E Length: 35.00 North: 10648.3118 East 9600.2295 Line Course: S 33-32-32 E Length: 311.17 • North: 10388.9582 East 9772.1669 "Line Course: S 14-59-27 E Length: 53.95 North: 10336.8443 East,: 9786.1219 Line Course:.S 03-48-42 E 'Length:.339.26 'North: 9998.3347 East 9808.6749 Perimeter: 15269.16 Area: 4,661,753 Sq Ft 107.02 Ac. Mapcheck Closure -.(Uses listed courses,,radii, and deltas) Error Closure: 0.6263 Course: S 52-'01-26,W Error North:-0.01618 East-0702073. Precision 1: 580,576.43 4 NOTES: MERGE GOLF COURSE PARCELS 1, 3, 4, 5, 6 AND 7 is u • :, LLC -OR 139 78-90C Avenue 47 . M O R S E Suite _08 La Quhta, CA 92253 Voice: 760-771-4013 S C N u L 1 Z FAX: 160-771-4073 mdsloquirio®nduonsuainR.Mt PLANNERS ENGINEERS SJRV EYORS NOTES: ADJUST LOT LINE BETWEEN MERGED PARCEL 1 AND EX. PARCEL 2. 0 • 0 _, LLC -OR 139 78-90C Avenue 47 . M O R S E Suile W8 La Quin,,, CA 92213 Voice: 760-771-4013 S C N U L T Z FAX: '60-771-4073 mdslvquirla(�nidswmvlung.nrl PLANNERS ENGINEERS SJRVEYORS NOTES: TENTATIVE TRACT MAP No. 36139 • E is C: _, LLC -OR 139 78-900 Avenue 47 . M O R S E 5ui1e 208 La 4oima, CA 92253 Voice: '60-771-4013 S C H U L T Z FAX 260-771-4073 mdslvquin m(ilmJ�runsuNiny.net PLANNERS ENGINEERS SURVEYORS