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LLA 2000-340
City of ty0Quinta Communievelopment Department 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-12'�J El APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director pursuant to Chapter 13.32 of the Subdivision Regulations, The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. 0 * 4- %% %% %1' 4.w01C. ®*94@•q.%% 0-1*40, vti•o+4141 910,0-41v%4414.0 C.Nil i MAILING ADDRrs; CITY, STATE, ZIP, *Owner "A" Name:. P('A = MASTER ASSDCTAT� j/ THE MONARCH GROUP Address: 42-600 CAROLINE COURT, SUITE 101 PALM DESERT, CA, 92211 Phone: (760) 776-5100 (City) (State) (Zip) *Owner •i?'Narne: PGA w-gST MAmw AS�.TAajoN c/o THE MONARCH GROUP Address: 42-600 CAROLINE COURT. SUITE 101 PALM DESERT, CA. 92211 Phone; (7Fn) ?7F__5100 (City) (State) (Zip) *Owner "KN"Name: PGA WEST MASTER ASSOCIATION c/o THE MONARCH GROUP PALM DESERT, CA. 92211 Phone: (760) 776-5111 (City) (State) (Zip) *Attach sheet for additional owiiers PROPERTY_, DATA PropertyA : Assessor's Parcel Number: 761 670 025 Street Address (if any): PropertyH : Assessor's Parcel Number: 761 670 028 Street Address (if any): Property Y: Assessor's Parcel Number: 760 670 047 Street Address (if any): DESCRIPTION OF ADJUSTMENT REQUESTED: A16:LLA 1.7/16/97 Appvd 1/6199 cdi 0 GRANT DEED FOR A VALUABLE CONSIDERATION, Owner B hereby GRANTS to Owner A the real property in the City of La County of Riverside receipt of which is hereby acknowledged, Quinta State of California, described as (Property Description) that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to LLA approved by the City of La Quints. The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _ _ as approved by the City of La Quinta. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (S%" x I I") of the new parcels, respectively (see attached sample Exhibits A and B), ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned location in relation to now property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) shall be paid in addition to Lot Line Adjustment fee. 042.41+ %% 104�.041 b44.0411.4.10 4. 410b414.41 SIGNATURE OF NAME OF APPLI SIGNATURE OF PROPERTY O IF NOT SAME AS APPLICANT• y >i/1 LC/. e.�— DATE -7 / 1 /oo NAME OF OWNER PCIA wFRT MARTFi? ARRrrTAT 6N DATE (Print) SIGNATURE OF PROPERTY OWNE IF NOT SAME AS APPLICANT: -4 NAME OF OWNER Ma wFST M (Print) SIGNATURE OF PROPERTY OWNS IF NOT SAME AS APPLICANT: ` C"- NAME OF OWNER PGA WEST LM-aM ASSMIATION (Print) DATE -7 it c� DATE DATE '7' L2 DATE (Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City's application submission requirements, is, to the best of my knowledge, true and correct, FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. 1 hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices, A16:LLA 1.7116/97 Appvd 1/6/99 cdi 04 City of Quinta Comrnunityevelopment Department �0 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 E APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL LOT LINE AD.rUSTMENT applications are reviewed and approved by the Community Development Director pursuant to Chapter 13,32 of the Subdivision Regulations. The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. 04r4*v4a%%v4.14% 0.&0 416404A0gc 64V +41+4414.4.04-4.4.*4+41G MAILING ADDRE CITY, STATE, ZIP ALMMIFISEMN *Owner"D"Name: PGA WEST FAIRWAYS ASSOCIATION C/O THE MONARCH GROUP Address: 42-600 CAROLINE COURT. SUITE 101 PALM DESERT, CA. 92211 Phone: (760) 776-5100 (City) (State) (Zip) *Owner"G"Name: PGA WEST FAIRWAYS ASSOCIATION C/O THE MONARCH GROUP Address: 42-600 CAROLINE COURT, SUITE 101 PAI,M DRWRT re g421J Phone: (760) 776- Qom_ (City) •. (State) (Zip) *Owner " 6 t" Name:_ P� WEST FAIRWAYS A Scx TATION -C/O THE MONARCH GROUP Address: 42-600 CAROLINE CO1W SUITE I ni PALM DESERT, CA. 92211 Phone: (760) 776-5100 (City) (State) (Zip) *Attach sheet for additional owners PROPERTY DATA PropertyD Assessor's Parcel Number: 761 670 048 Street Address (if any): PropertyG : Assessor's Parcel Number: Street Address (if any): Property I:: Assessor's Parcel Number: 761 670 010 Street Address (if any): DESCRIPTION OF ADJUSTMENT REQUESTED: A161LA 1.7116/97 Appvd 116198 cdl IN[ I. 14.11 v n GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot B which is overlaid by the reconfigured shape of Lot A pursuant to LLA _ _ approved by the City of La Quinta, The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof. NOTE: This grant deed perfects the intent of Lot Line Adjustment _ _ as approved by the City of La Quinta. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (SY2" x I P) of the new parcels, respectively (see attached sample Exhibits A and B). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned location in relation to new property lines. ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) sball be paid in.a4dition to Lot Line Adjustment fee. 0SIP V44+ 1%04c+ 4141.0 b04 Nr°s6by4.ad'.4Z44.0104. 41,AM 41t'r6414c, SIGNATURE OF APPLI NAME OF APPLICANT SIGNATURE OF P1 IF NOT SAME AS E NAME OF OWNER SIGNATURE OF PROPERTY 61 IF NOT SAME AS APPLICANT: NAME OF OWNER nra (Print) SIGNATURE OF PROPERTY O' IF NOT SAME AS APPLICANT: NAME OF OWNER PGA (Print) DATE_ DATE _ ^ DATE DATE _ DATE DATE (Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City s application submission requimments, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices, AMLLA 1-7116197 Appvd 116199 cxU City of 4 Quinta Community'Development Department 0 78-495 Calle Tampico La Quinta, California 92253 (760) 777-7125 FAX: (760) 777-1233 APPLICATION FOR LOT LINE ADJUSTMENT APPROVAL LOT LINE ADJUSTMENT applications are reviewed and approved by the Community Development Director pursuant to Chapter 13.32 ofthe Subdivision Regulations. The purpose of the review is to allow reconfiguration of two or more adjoining lots into sizes or shapes appropriate for desired uses and in compliance with Municipal Code requirements. oGVC%1#%%v@ 'wo' G10G*304004•�+aP�6dPs0C+@•G4C��PG4G044'4. •s•0 APPLICANT RIELLY HOMES MADISON LLC (Print) MAHANG ADDRESS #23 CORPORATE PLAZA SUITE 245 Phone No.(949) ZT a-^ Q75 CITY, STATE, ZIP NEWPORT BEACH CA. 92660 Fax No, (94719-4.47fi— pg PQ ERTY_OWNERS *Owner 'B"Name: RIFT Ly HUE2 MAnTRnN_T.Tr Address: 23 CORPORATE PLAZA SUITE 245 NEWPORT BEACH 2660 Phone: (949 ) 719-4975 (City) (State) (Zip) *Owner "C" Name: RIELLY HOMES MADISON LLC Address: #23 (nRPnRATF PT A7A , Fff1 IE 945 NEWPORT BEACTH C'A 226EQ Phone: (949) 719-4975 (City) (State) (Zip) *Owner Name:_ Phone: (City) (State) (Zip) *Attach sheet for additional owners PROPERTY DATA Property B.+ Assessor's Parcel Number: 761 670 025 Street Address (if any): Property C; Assessor's Parcel Number, 761 670 025 Street Address (if any): Property Assessor's Parcel Number: Street Address (if any): DESCRIPTION OF ADJUSTMENT REQUESTED: A161LA 1.7/16/97 Appvd 116/98 cdi 0 GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Owner B hereby GRANTS to Owner A the real property in the City of La Quinta County of Riverside State of California, described as (Property Description) that portion of land in Lot 8 which is overlaid by the reconfigured shape of Lot A pursuant to LLA _ approved by the City of La Quinta, The reconfigured lots are described in Exhibits A and B attached hereto and made a part hereof, NOTE: This grant deed perfects the intent of Lot Line Adjustment =_ as approved by the City of La Quinta. ❑ Attached to the Grant Deeds shall be Exhibits A and B, a metes and bounds legal description of the new parcels and a plat (S%x" x 1 I') of the new parcels, respectively (see attached sample Exhibits A and 13). ❑ If structures or other improvements exist on the affected parcel(s), provide separate plot plan showing dimensioned location in relation to new property lines, ❑ Filing fee for Lot Line Adjustment. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. If the nunber of lots adjusted exceeds two, then a Public Works Department plan check fee of $50.00 per lot (over two lots) sball be paid in addition to Lot Line Adjustment fee. 04+V%%4.++%%44C-;P-'.%* 0 LdGwd- iO4.% i-6 �v+v�<.%%4:0 C.4**C-i•ti• SIGNATURE OF APPLICANT NAME OF APPLICANT RII TE 6/21/00 SIGNATURE OF PROPERTY`OWNER'B" IF NOT SAME AS APPLICANT: DATE NAME OF OWNER DATE (Print) SIGNATURE OF PROPERTY OWNER IF NOT SAME AS APPLICANT: NAME OF OWNER (Print) SIGNATURE OF PROPERTY OWNER " IF NOT SAME AS APPLICANT: NAME OF OWNER (Print) „0 DATE DATE DATE DATE (Separate written authority by owner to submit application may be provided) I hereby certify that all information contained in this application, including all plans and materials required by the City's application submission requirements, is, to the best of my knowledge, true and correct. FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. I hereby grant the City authority to enter onto the property to conduct site inspections and to post required public notices, A161LA 1-7116/97 Appvd 1/6/99 4 `l 2 TRANSMITTAL MEMO (o w,31" TO: _CITY MANAGER _PARKS DEPARTMENT _BUILDING & SAFETY _CODE ENFORCEMENT _FIRE MARSHAL FROM: DATE: SUBJECT: CASE: n rue PUBLIC WORKS DEPARTMENT _JERRY HERMAN _STAN SAWA Lz, C,nv � COMMUNITY DEVELOPMENT DEPARTMENT - LESLIE MOURIQUAND 7--/ 9-ao PROJECT REVIEW PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ONTHEATTACHEDITEM BY�// s_ _:40_aB c�Q COMMENTS: o� EXW1-dZr5' `11L 4 2 � 'CPA Lo - 3 s�o . As �R�O.OR�n BY M D S l�oysuL TiN G /asCoM�LF?Eb 4+D �auND !o �C TECffiV/C/tGGy Co 2RECj si o �/ fAAo is T .!A / Sak ✓e yogis �s L DS"Y 4s5-,srfvrE46-• q- 22-2-em RECORDING REQUESTED BY - AND wI IEN RECORDED MAIL TO: Ll PGA WEST FAIRWAYS ASSOCIATION 55-880 PGA Blvd. La Qiinta, CA 92253 Atten: Legal Department MAIL TAX STAMMEN'TS TO Same as above C0 Py of Document Recorded onY) , s No. 3 'IW111 Has not been compared with original. RIVERSIDE COUNTY RECORDER Space above this line for Recorder's Use LOT LINE ADJUSTIIIENT NO. 2000- 340 APN:761-670-025 eta], TRA: 28838-1 PGA WEST MASTER ASSOCIATION, a California non-profit mutual benefit corporation, PGA WEST FAIRWAYS ASSOCIATION, a California non-profit mutual benefit corporation, and RIELLY HOMES MADISON, LLC., a Delaware limited liability company, as owners of the following described real property in the County of Riverside, State of California: SEE EXHIBITS W' and "B" ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE "HEREBY ACCEPT AND AGREE TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO THIS LOT LINE ADJUSTMENT NO. 2000-340 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." PGA WEST MASTER ASSOCIATION, a California non-profit mutual benefit corporation Its: Date: RIELLY HOMES MADISON, LLC, a Delaware limited liability company By: Rielly Homes, Inc., a Delaware corporation, Me By: Its: Da ,U� 21 2000 PGA WEST FAIRWAYS ASSOCIATION, a California non-profit mutual benefit corporation �Ir-cam✓ Its:. Date: / U J APPROVED BY THE CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPT. Prop.forms. iA.form.04 STATE OF CALIFORNIA )' ) ss COUNTY OF MmN(s ) On ,1u, 1, - a \ , 2000, before me, 6 b)m',\.. , a Notary public in and for said State, personally appeared X\AQ'OA5 X- Ulpersonally 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. XD -�\mw Notary Public in and for Said State STATE OF CALIFORNIA ) )ss; COUNTY OF RIVERSIDE ) On 7 2000, before me, �JQ I �Q �Q LAC �� , a Notary Public in and for said State, personally appeared 4h7� 4-<1 L` • �• / e,l l 'personally known to me, to be the person whose name is subscribed to the within instrument and acknowledged tome 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. a -o A otary Public in and for Said State STATE OF CALIFORNIA ) ) ss COUNTY OF RIVERSIDE ) On 2000, before me, EYf Y�7Q {�QS %1 a Notary Public in and for said State, personally appeared �a t m �l7 ' ? G cGi fool, 0 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. &6wt, —A— / q n otary Public in and for Said State t Prop. fo rms. LLA. fc rrn.04 EXHIBIT "A" LEGAL DESCRIPTION: - PARCEL A LETTERED LOT A, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH PORTIONS OF LETTERED LOTS B, C, D. G. H, I, J, AND K, AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: BEGINNING OF THE NORTHWEST CORNER OF SAID LOT A, THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT A, THE FOLLOWING FIVE (5) COURSES; SOUTH 33051'50" EAST, 41.46 FEET; THENCE NORTH 89'49'34" EAST, 30.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 246.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4'41'32", AN ARC LENGTH OF 20.19 FEET; THENCE NORTH 85008'02" EAST, 44.49 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53050'07", AN ARC LENGTH OF 23.02 FEET; THENCE LEAVING SAID NORTHERLY LINE, NORTH 4'51'58" WEST, 15.34 FEET; THENCE NORTH 67020'00" EAST, 28.01 FEET; THENCE SOUTH 88000'00" EAST, 28.90 FEET; THENCE SOUTH 19040'00" EAST, 14.00 FEET; THENCE SOUTH 71040'00" WEST, 4.00 FEET, TO THE EASTERLY LINE OF SAID LOT C, SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 71040'00" EAST; THENCE SOUTHERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15055'00", AN ARC LENGTH OF 82.92 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, SOUTH 2'25'00" EAST, 31.48 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 81.50 FEET; THENCE SOUTHEASTERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5050'001, AN ARC LENGTH OF 8.30 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 81045'00" EAST, 4.50 FEET; THENCE SOUTH 10'05'00" EAST, 18.50 FEET; THENCE SOUTH 57010'00" WEST, 28.05 FEET; THENCE SOUTH 88045'00- WEST, 27.08 FEET; THENCE NORTH 11040'00" WEST, 15.00 FEET; THENCE NORTH 55045-00" EAST, 2.50 FEET, TO A POINT ON THE SOUTHERLY LINE OF SAID LOT A, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 55045'00" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60036,58", AN ARC LENGTH OF 25.92 FEET; THENCE SOUTH 85'08'02" WEST, 59.40 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 353.50 FEET; THENCE NORTHWESTERLY ALONG SAID -CURVE THROUGH A CENTRAL ANGLE OF 4041'32", AN ARC LENGTH OF 28_95 FEET; THENCE SOUTH 89049'34" WEST, 30,00 FEET; THENCE SOUTH 33030'53" WEST, 41.47 FEET, TO THE SOUTHWEST CORNER OF SAID LOT A, THE PRECEDING FIVE (5) COURSE BEING ALONG THE SOUTHERLY LINE OF SAID LOT A; THENCE NORTH 0'10'42" WEST, 4.65 FEET; THENCE NORTH 0010'26" WEST, ALONG THE WESTERLY LINE OF SAID LOT A, 171.35 FEET, TO THE POINT OF BEGINNING. SAID LOT A CONTAINS 25,892 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL MERGER No. _ LOT LINE AC-J"Z3_' N,E?l'T APPROVED 8.1' C.7Y ._; _ !_ C, ': A COMMUNITYDE'f !. =','.i } _ { -.R3r, ENT BY �;�t x-ate od Exhibit FILE: GA440\LEGALSIEXHPRCL.doc 08/22/00 EJ PARCEL B LETTERED LOT B, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT B, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT B, SAID POINT BEING ALSO ON THE EASTERLY LINE OF SAID LOT H, AND THE WESTERLY LINE OF SAID LOT C; THENCE SOUTH 39'40'16" EAST, ALONG SAID WESTERLY LINE OF LOT C, 11.73 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 88045'00" WEST, 6.59 FEET, TO THE WESTERLY LINE OF SAID LOT B, SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 84045'23" EAST; THENCE NORTHWESTERLY ALONG SAID WESTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21041'25", AN ARC LENGTH OF 9.28 FEET, TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 10,581 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL C LETTERED LOT C, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT C, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF SAID LOT C LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE. COMMENCING AT THE NORTHWEST CORNER OF SAID LOT B; THENCE SOUTH 39'40'16" EAST, 11.73 FEET, TO THE POINT OF BEGINNING, SAID POINT BEING ON THE WESTERLY LINE OF SAID LOT C; THENCE NORTH 88045'00" EAST, 17.31 FEET; THENCE NORTH 57010'00" EAST, 25.11 FEET, TO THE EASTERLY LINE OF SAID LOT C. SAID LOT C CONTAINS 61,817 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL D LETTERED LOT D, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, �ALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT D, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT D; THENCE NORTH 67120'00" EAST, 29.54 FEET, TO A POINT ON THE NORTHERLY LINE OF SAID PARCEL A. THENCE NORTH 88000'00" WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL A, 7.63 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE, SOUTH 67'20'00" WEST, 22.61 FEET, TO THE WESTERLY LINE OF SAID LOT D; THENCE ALONG SAID WESTERLY LINE SOUTH 22040'00" EAST, 3.19 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF LETTERED LOT A AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: FILE: GA440\LEGALSIEXHPRCL.doc 08/22/00 BEGINNING AT THE NORTHEAST CORNER OF SAID LOT A; THENCE ALONG THE EASTERLY LINE OF SAID LOT A SOUTH 22°40'00" EAST, 5.21 FEET TO A POINT ON LOT A AS PREVIOUSLY DESCRIBED HEREIN; THENCE SOUTH 67020'00" WEST, ALONG SAID NORTHERLY LINE, 0.56 FEET TO THE NORTHERLY LINE OF LOT A, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79037'01" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12ol7'01", AN ARC LENGTH OF 5.25 FEET TO THE POINT OF BEGINNING. ALSO TOGETHER WITH THAT PORTION OF LETTERED LOT C, AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT D, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 74-10,22" EAST; THENCE SOUTHEASTERLY ALONG THE EASTERLY LINE OF SAID LOT C, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1021'20", AN ARC LENGTH OF 7.06 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 88000'00" WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL A, 16.92 FEET, TO THE SOUTHERLY LINE OF SAID LOT D; THENCE NORTH 67020'00" EAST, ALONG SAID SOUTHERLY LINE, 15.46 FEET, TO THE POINT OF BEGINNING. SAID PARCEL D CONTAINS 52,033 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL G LETTERED LOT G, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT G, LYING WITHIN PARCEL A. AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT G; SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79016'38' EAST; THENCE SOUTHERLY ALONG THE EASTERLY LINE OF SAID LOT G, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15°57'59", AN ARC LENGTH OF 6.83 FEET; THENCE LEAVING SAID EASTERLY LINE, SOUTH 88045'00" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN, 3.18 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 11040'00" WEST, 6.65 FEET, TO THE NORTHERLY LINE OF SAID LOT G; THENCE NORTH 85°08'02" EAST, ALONG SAID NORTHERLY LINE, 4.21 FEET, TO THE POINT OF BEGINNING. SAID PARCEL G CONTAINS 8,671 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL H LETTERED LOT H, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT H, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT H; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT H, SOUTH 85008'02" WEST, 4.21 FEET, THENCE NORTHERLY ALONG THE SOUTHERLY LINE OF SAID LOT A, AS PREVIOUSLY DESCRIBED HEREIN, THE FOLLOWING TWO (2) COURSE, NORTH 11°40'00" WEST, 8.35 FEET, THENCE NORTH 55°45'00" EAST, 2.50 FEET, TO FILE: G:W40\LEGALS\EXHPRCL.doc 08/22/00 11 THE NORTHERLY LINE OF SAID LOT G, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 55045'00' EAST; THENCE SOUTHEASTERLY ALONG SAID NORTHERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23°31'38", AN ARC LENGTH OF-10.06 FEET, TO THE POINT OF BEGINNING. SAID PARCEL H CONTAINS 5,709 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCELI LETTERED LOT I, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA- EXCEPTING THEREFROM THAT PORTION OF SAID LOT I, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: EXCEPTION A: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT I; SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 74010'22" EAST; THENCE SOUTHEASTERLY ALONG THE WESTERLY LINE OF SAID LOT I, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°21'20", AN ARC LENGTH OF 7.06 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE, AND SAID CURVE THROUGH A CENTRAL ANGLE OF 2°58'40", AN ARC LENGTH OF 15.51 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 71040'00" EAST, 4.00 FEET; THENCE NORTH 19040'00" WEST, 14.00 FEET; THENCE NORTH 88000'00" WEST, 4.35 FEET, TO THE POINT OF BEGINNING. EXCEPTION B: COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID LOT I; SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 81.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35058'59" WEST; THENCE NORTHWESTERLY ALONG THE WESTERLY LINE OF SAID LOT I, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31046'11", AN ARC LENGTH OF 45.19 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13059'50', AN ARC LENGTH OF 19.91 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 81045'00" EAST, 4.50 FEET; THENCE SOUTH 10005'00" EAST, 18.50 FEET; THENCE SOUTH 57010'00".WEST, 2.94 FEET, TO THE POINT OF BEGINNING. SAID PARCEL I CONTAINS 5,066 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. 91083 LETTERED LOT J, AS SHOWN BY AMENDED TRACT NO. 28838-1. AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT J. LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT J; THENCE SOUTH 85°08'02" WEST, ALONG THE SOUTHERLY LINE OF SAID LOT J, 4.59 FEET; THENCE LEAVING SAID SOUTHERLY FILE: G:W40\LEGALS\EXHPRCL.doc 08/22/00 LINE, NORTH 4051'58" WEST, 3.38 FEET, THENCE NORTH 67°20'00" EAST, 4.84 FEET, TO THE EASTERLY LINE OF SAID LOT J, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79°37'01" EAST; THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11022'25", AN ARC LENGTH OF 4.86 FEET, TO THE POINT OF BEGINNING. SAID PARCEL J CONTAINS 12,120 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL K LETTERED LOT K, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT K, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT J OF SAID TRACT; THENCE SOUTH 85008'02" WEST, ALONG THE SOUTHERLY LINE OF SAID LOT J, 4.59 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 4051'58" EAST, 11.96 FEET TO THE SOUTHERLY LINE OF SAID LOT K, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 58°42'05" EAST; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30018'29" AN ARC LENGTH OF 12.96 FEET TO THE POINT OF BEGINNING. SAID PARCEL K CONTAINS 5,579 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: L.; a U S o L.S- 6588 i -03-JI CHRIS J. BE H, P.L. 588 DATE Ex `P 12 EXPIRATION DATE: 1 1103 Tq ���� PARCEL MERGER No. LOT UNE ADJUSTMENT P'e.� _ yD A.P?ROVED BY CITY 0 }r�TYCrVi.L''t`Pv:ti'tiS -1.1 ••.•• 5 FILE: GA44MLEGAMEMPRCL.doc 08/22/00 \ 0®r )1B„ SHEET 1 OF 4 SHEETS EXHIBIT LOT LINE ADJUSTMENT NO. 2000-340 LOTS A. B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1. M.B. 285/51-57 LEGEND EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN 6, NEW LOT LINE 7l I r A LOT 4OLD LOT NO. 54 PAR. 4 NEW LOT NO. 69 I r� 60 61 62 03 I I J� 47 67 66 6- II 46 ------�" ^rj NE D�i1IS"T; ENT No.�Z off+ DVED BY F LA OUINTA 9UNITYD PMENTDEPARTMENT DATEd SCALE 1"=250' ' 37 4-142 43 4-42J >2 z oI I 23 i 20 v1 38 a I 2'' 1J �I \ ° 26 I -8 —J- D SEE DETAIL ON SHEET 2 I K 28 V �IPAR. I B3�3433323i3029 1 23 I 1 12131417161 7 AIDS CONSULTING WORSE • GOKICX SG mG n-] w AMS2 70) nl13 n OnFAX n1-073 MDSE. mEJoq�mbgnGzmwltngM PUNNING ENGINEERING SURVEYING t 3 J�J J J 2 y5.o�a` J`A@ °P a � i PREPARED UNDER THE SUPERVISION OF: U L.S. 6588 * Exp. 12-31—M S P CHRIS J. BER i, P.L.S. 88 ATE 9lF CALF EXP. 12/31/03 LOT LINE ADJUSTMENT NO. 2000-340 CITY OF LA QUINTA RZE:1.•1440001MAPP/NGIENTRLLAI.DII'G 811712000 3 - GV O Z� ® EXHIBIT )'By)vw SHEET 2 OF 4 SHEETS LOT LINE ADJUSTMENT NO. 2000-340 LOTS A. B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1. M.B. 285/51-57 MADISON STREET N 0'10'26"W 171.35' h6 N,?i�O?� P.O.B. PAR. A w w LOT H I aM LOT X PAR. H PAR. K 0.131 AC z 3 o� 0.128 AC �A \/\OLl M�cn d�O L TA W LOT (' N \ qf-o ZD PAR. J L DT G a'S3's Z 0.278 AC P A. w I G o.1s AC LD PAR.' A PAR. B z o' ,,tip`. 0.594 _SEE DETAIL ��\�' AC SHEET NT 4 y7 _ �LJT FJ 0.243 SEE DETAIL �'\\ PAR. AC �� — — —SHEET N0. 3 \\ 1.195 \AC 7 — — — — — --�Q \ \\LEGENDS' WAY "0 =8150 ' L=8.30' 82gt • _— \\ p=55=2985� P.OANI W725'00"W 6=15'55'00 REXCEPTION A 31.48' LOT 1 LoiT C --- PAR. PAR. C 0.116 AC /1.419 OAC P.O.C. PAR. I, EXCEPTION B % w' 3 PARCE: 37 _ I SCALE 1"=40' LEGEM ------ EXISTING LOT LINE Tv9E AOJUSiED EXISTING LOT LINE TOW` 1i t r _:._ „_ -.. - :', . I .. taENT NEW LOT UNE �Q T LINE ADJUSTMENT LOT 4 OLD LOT NO. = -- - — — NO. 2000-340 PAR. 4 NEW LOT NO. CITY OF LA QUINTA FILE.- 1.-1440001MAPPINOIENIRLLAZ.DWG 811712000 EXHIBIT= "B" SHEET 3 OF 4 SHEETS LOT LINE ADJUSTMENT NO. 2000-340 LOTS A, B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1. M.B. 285/51-57 0W:glaii�'��7 LOTH LOT G z� PAR. H ry PAR. G LET s k. P.O.B. PARS. G & H t�' \ Z o �' EXCEPTION 6.65' 1 I8.35' oo`° _____----+---- - - - � �15� _ 3QN1\4 ��� - in Z Q 3 3 P.O.B. PAR. B EXCEPTION \\\ LLj LOT' o,��� & P.O.C. PAR. C IXCEPiION CURVE TABLE Z PAR B �� \ NO. DELTA RADIUS LENGTH 0 I z \� 1 21'41'25' 24.50' 9.28' \ 0 2 15'57'5T 24.50' 6.83' ~ o ` 3 23'31'38' 24.50' 10.06' 4 1,759'50' 81.50' 19.91' Z P.O.B. PARCEL C EXCEPTION LOT C PAR. A i �o N o PAR. I, EXCEPTION B =5850' 0' 31.48' -1- _ _ �Ay �s N=550'Od' N 725'00 W N P.O.B. PAR. I, EXCEPTION B o a PAR. C R5�9 LOT 1 TO P.O.C. PAR. I PAR . I EXCEPTION B Ps rL IMER(DEP Now\ LEGIT SEE � I1"dE AWLJST* v ENT No. D� SCALE 1"=10' -----'- EXISTING LOT LINE TOTO'pp D EXISTING LOT LINE BY CITY OF LA OUINTA �""� NEW LOT LINE COMMUNITY DEVELOPMENTDEPARTMENPOT LINE ADJUSTMENT LOT A OLD LOT N0. BIb�L DATE oa NO. 2000-340 Exhit PAR. A NEW LOT N0. ITY OF LA QUINTA F71E• 1.•1440001 A/APP/NG1 fN7RL[AJ..DWG 811712000 N z SEE SHEET NO. 2 EXHIBIT -"B" LOT LINE ADJUSTMENT NO. 2000-340 LOTS A, B, C. D, G, H. I, J AND K OF AMENDED TRACT NO. 28838-1, M.B. 285/51-57 w SHEET 4 OF 4 SHEETS - LOT f< o LOT J PAR, K�; PAR. Jca SOS\ONP 1. c 55 oTO? ✓ 5158 WN 4154' K''?F .3 8.>2g50 Nc�US\pN A LOT A Ws,S j EPAOC15 ¢ z� Z CURVE TABLE o w m C' w o a J N0. DELTA RADIUS LENGTH 1 30'18'29' 24.50' 12.96' 2 11'22'25 24.50' 4.86' 3 V21'20' 298.50' 7.06' 4 758'40' 298.50' 15.51' N 22gpOpW .pq0 LOT O PAR. D PAR. ALOT C \NO\Oe \\ S\pN 8 @1G\O001 N �( m \ 60 O CR\ N v y L D f Q) - P.O.B. PAR. I, EXCEPTION A h PAR. I, EXCEPTION A �,8292 \qp0- R=29a50 y tJ 19 40p0 p.\5550d LOT 1 o -_ PAR. I � p'1r RNo. LOT ^f PAR. 4 LEGEND z hDJUSTMENT No.(�;_P1 ' -10' EXISTING LOT UNE TO BE ADJUSTED EXISTNG LOT UNE TO REMAIN APPROVED BY CITY OF LA OUINTA NEW LOT LINE COMMUNITY DEVELOPMENT DEPh MIjE ADJUSTMENT OLD LOT No. BY c2l� DATE E ° 2000-340 NEW LOT No. Exhibit -CITY OF LA QUINTA RLE: Z-j44000jYAPP/NGjENIRLLA4.OWG 611712000 Ella38-1.out _ TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 99 V-A - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 - - TRACT NO.: 28638-1 BLOCK ID : BDRY LLA NO. 00-XXX BOUNDARY (LOTS A,B,C,D,G,H,I,J.& K OF AMENDED TR. 28838-1) COURSE BEARING DISTANCE START- 5224 5225 N 88-05-30 W CURVE DELTA= 7-32-38 T= 76.477 5226 N 84-21-52 E 5223 S 89-49-18 W 4364 N 0-10-42 W 5239 N 0-10-26 W 5252 S 89-12-05 E 5253 N 89-35-47 W CURVE DELTA= 6-19-00 T= 64.008 5254 N 84-05-13 E 5255 N 84-05-13 E CURVE DELTA= 2-16-58 T= 16.736 4947 S 86-22-11 W 4406 N 89-49-34 E 4933 - N 0-10-26 W 4922 N 89-49-" -- CURVE DELTA= 24-29-41 T= 25.723 4932 N 65-en-45 1.7 4924 N 65-40-45 W CURV" DrL.TF= 4a-_9-22 T= 37.133 4931 N 65-19-53 E 4926 N 65-19-53 E CURVE DELTA= 24-29-41 T= 25.723 4930 S 89-49-34 W 4959 N 0-10-26 W 4419 N 89-49-34 E 4929 S 0-10-26 E 4926 N 89-49-34 E CURVE DELTA= 24-29-41 T= 17.691 4928 S 65-19-53 W 4924 S 65-19-53 W CURVE DELTA= 48-59-22 T= 53.990 4935 S 65-40-45 E 4922 S 65-40-45 E CURVE DELTA= 24-29-41 T= 17.691 4934 S 89-49-34 W 4319 S 0-10-26 E 4255 N 89-49-34 E CURVE DELTA= 37-49-34 1160.00 R= CH= 1160.00 18.73 56.09 222.22 23.94 1160.00 R= CH= 1160.00 840.00 R= CH= 840.00 14.50 135.00 118.50 R= CH= 118.50 81.50 CH= 81.50 118.50 R= CH= 118.50 832.08 37.00 832.08 81.50 R= CH= 81.50 118.50 R= CH= 118.50 81.50 R= CH= 81.50 135.00 61.50 R= 61.500 Page 1 1160.000 152.622 1160.000 127.821 840.000 33.465 118.500 50.275 81.500 67.581 118.500 50.275 81.500 34.578 118.500 98.262 81.500 34.578 C O O R D I N A T E S NORTH EAST 4623.928 10367.732 4862.557 9208.376 L= 152.732 A=-255.727 4976.470 10362.769 4976.411 10344.039 5032.501 10343.864 5254.720 10343.190 5254.386 10367.128 5262.558 9207.157 L= 127.886 A=-150.164 5382.060 10360.985 5468.596 11196.515 L= 33.467 A= 3.718 5415.409 10358.201 5415.453 10372.701 5550.452 10372.291 5550.812 10490.790 L= 50.660 A= 90.602 5599.616 10382.807 5633.181 10308.540 L- 69.685 A=-333.568 5667.197 10382.602 5716.655 10490.287 L= 50.660 A= 90.602 5716.295 10371.788 6548.372 10369.262 6548.484 10406.262 5716.408 10408.788- 5716.655 10490.-28T L= 34.842 A=-42.856 5682.639 10416.225 5633.181 10308.540 L= 101.321 A= 705.191 5584.377 10416.523 5550.812 10490.790 L= 34.842 A=-42.85600 5550.565 10409.291 5415.565 10409.701 5415.752 10471.200 L= 40.602 Ella38-1.out T= 21.072 CH= 39.868 A=-88.737 4363 S 52-00-00 W 61.50 5377.889 10422.738 4362 ----S 38-00-00 E 82.00 5313.272 10473.222- 4252 S 52-00-00 W 338.50 5104.870 10206.480 CURVE DELTA= 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH= 90.318 A= 182.357 4361. N 67-20-00 E . 338.50 5235.318 10518.835 4360 S 22-40-00 E 19.18 5217.619-10526.227 2664 N 74-10-22 E 10.16 5220.390 10536.001 2560 N 74-10-22 E 100.00 5247.664 10632.210 CURVE DELTA= 44-59-57 R= 100.000 L= 78.538 T= 41.421 CH= 76.535 A=-391.436 4672 S 29-10-25 W 100.00 5160.349 10583.465 4355 S 0-10-26 E 139.14 5021.210 10583.887 4247 N 35-58-59 E 81.50 5087.159 10631.772 CURVE DELTA= 36-09-25 R= 81.500 L= 51.431 T= 26.604 CH= 50.582 A=-136.361 4354 S 0-10-26 E 81.50 5005.660 10632.019 4353 N 89-49-34 E 737.41 5007.898 11369.426 4297 N 0-10-26 W 300.00 5307.896 11368.515 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH= 315.409 A=-9569.597 4352 S 63-36-08 E 300.00 5174.516 11637.234 4351 N 26-23-52 E 61.50 5229.603 11664.577 4294 N 63-36-08 W 300.00 5362.983 11395.858 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 _= 70.639 CH= 137.885 A=-740.079 4350 N 89-49-34 E 300.00 5363.894 11695.857 4655 N 0-10-26 W 256.50 5620.393 11695.078 e9^-9 N 89-_9-3. E 37.00 5620.505 11732.C',8 4386 S 0-10-26 E 256.50 5364.006 11732.857 4294 S 89-49-34 W 337.00 5362.983 11395.858 CURVE Dcr.^"= 26-34-18 P= 337.000 L= 156.288 T= 79.575 CH= 154.891 A= 933.890 ^_385 S 63-36-08 E 337.00 5213.153 11697.7=9 4384 S 26-23-52 W 61.50 5158.066 11670.376 4297 N 63-36-08 W 337.00 5307.896 11368.515 CURVE DELTA= 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH= 358.310 A= 12075.662 4383 S 0-10-26 E 337.00 4970.898 11369.538 4382 S 89-49-34 W 737.41 4968.660 10632.132 4247 N 0-10-26 W 118.50 5087.159 10631.772 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 T= 42.334 CH= 79.732 A= 369.345 - 4381 ___ S 39-08-39 W 118.50 4995.255 10556.-9-66- 4380 S 39-08-39 W 24.50 4976.254 10541f500 CURVE DELTA-- 67-55-59 R= 24.500 L= 29.049 - T= 16.505 CH= 27.377 A=-77.705 4379 N 28-47-20 W 24.50 4997.726 10529.701 4936 S 61-12-40 W 14.99 4990.507 10516.56400 4249 N 28-47-20 W 61.50 5044.406 10486.946 CURVE DELTA= 23-55-22 R= 61.500 L= 25.678 T= 13.029 CH= 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.127 10492.163 4376 S 85-08-02 W 32.33 4980.385 10459.950 4244 S 4-51-59 E 31.50 4948.998 10462.622 CURVE DELTA= 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH= 42.688 A=-244.252 4377 S 89-49-18 W 31.50 4948.900 10431.122 Page 2 Ella38-1.out 4376 _ S 0-10-42 E 124.65 4824.251 10431.510 5224 S 89-42-54 W 63.78 4823.934 10367.731 CLOSURE: S 15-39-47 E 0.005 PERIMETER= 7041.49 FT. AREA = 187465.7 SQ. FT. AREA = 4.30362 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 89-ifH - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID : BDRY LOT NO. : A PARCEL A (LEGENDS WAY - MAIN ENTRANCE - 107' WIDE) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5219 5027.840 10343.879 4364 N 0-10-42 W 4.65 5032.490 10343.865 3024 N 0-10-26 W 171.35 5203.839 10343.345 3022 S 33-51-50 E 41.46 5169.413 10366.447 5218 N 89-49-34 E 30.00 5169.504 10396.447 5203 N 0-10-26 W 246.50 5416.002 10395.699 CURVE DELTA= 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH= 20.181 A= -2.780 5217 S 4-51-58 E 246.50 5170.391 10416.609 5216 N 85-08-02 E 44.49 5174.165 10460.939 5215 N 4-51-58 i4 24.50 5198.577 10458.860 CURVE DELTA= 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH= 22.183 A= -39.700 S 58-42-05 E 24.50 5185.819 10479.795 5327 N 4-51-58 W 15.33 5201.124 10478.494 5330 N 67-20-00 E 28.01 5211.918 10504.341 5332 S 88-00-00 E 28.90 5210.909 10533.223 5333 S 19-40-00 E 14.00 5197.726 10537.935 5334 S 71-�0-00 W 4.00 5196.468 10534.138 4937 S 71-40-00 W 298.50 5102.576 10250.789 CURVE DELTA= 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH= 82.656 A= 158.570 4359 N 87-35-00 E 298.50 5115.163 10549.024 4356 S 2-25-00 E 31.48 5083.711 10550.351 4247 N 87-35-00 E 81.50 5087.147 10631.779 CURVE DELTA= 5-50-00 R= 81.500 L= 8.298 T= 4.152 CH= 8.294 A= -0.584 5335 S 81-45-00 W 81.50 5075.453 10551.122- _ 5336 N 81-45-00 E- 4.50 5076.098 10555.37500 5337 S 10-05-00 E 18.50 5057.8841 10558.814 5339 S 57-10-00 W 28.05 5042.675 10535.245 5341 S 8B-45-00 W 27.08 5042.085 10508.172 5343 N 11-40-00 W 15.00 5056.775 10505.139 5344 N 55-45-00 E 2.50 5058.182 10507.205 4249 S 55-45-00 W 24.50 5044.393 10486.954 CURVE DELTA= 60-36-58 R= 24.500 L= 25.920 T= 14.321 CH= 24.728 A= -56.003 4368 N 4-51-58 W 24.50 5068.805 10484.875 5222 S 85-08-02 W 59.40 5063.766 10425.689 5203 N 4-51-58 W 353.50 5415.992 10395.703 CURVE DELTA= 4-41-32 R= 353.500 L= 28.950 T= 14.483 CH= 28.942 A= 5.718 5221 S 0-10-26 E 353.50 5062.494 10396.776 Page 3 ® - 0 Ella38-Lout 5220 S 89-49-34 W 30.00 5062.403 10366.776 5219 S 33-30-53 W 41.47 5027.827 10343.878 CLOSURE: N 4-58-12 E 0.013 PERIMETER= 829.47 FT. AREA = 25893.9 SQ. FT. AREA = 0.59444 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 90-XF. - PGA .WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �oGD 3yo TRACT NO.: 28838-1 BLOCK ID : BDRY LOT NO. : B PARCEL B (TROON WAY - W'LY & N'LY OF LOT 1 - 37' WIDE) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4375 4824.062 10394.514 4374 N 0-10-42 W 124.72 4948.781 10394.126 4244 N 89-49-18 E 69.50 4948.994 10462.625 CURVE DELTA= 85-18-44 R= 68.500 L= 101.995 T= 63.113 CH= 92.831 A= 1155.054 4373 N 4-51-58 W 69.50 5017.247 10456.815 4369 N 85-08-02 E 32.33 5019.990 10489.028 4249 N 4-51-58 W 24.50 5044.401 10486.950 CURVE DELTA= 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH= 31.461 A=-123.014 5340 S 84-45-23 E 24.50 5042.162 10511.347 5346 N 88-45-00 E 6.59 5042.306 10517.936 4381 S 39-40-16 E 61.14 4995.245 10556.966 4380 S 39-0?-39 ',,7 24.5C- 4976.9aA 10541.500 CURVE DELTA= 67-55-59 R= 24.500 L= 29.049 T= 16.505 CH= 27.377 A=-77.705 4379 _: 20-47-20 47 24.50 4997.716 10529.701 4936 S 61-12-40 W 14.99 4990.497 10516.564 4249 N 28-47-20 is 61.50 5044.396 10486.947 CURVE DELTA= 23-55-22 R= 61.500 L= 25.678 T= 13.029 CH= 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.117 10492.163 4378 S 85-08-02 W 32.33 4980.375 10459.950 4244 S 4-51-59 E 31.50 4948.988 10462.622L]0 CURVE DELTA= 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH= 42.688 A=-244.252 4377 S 89-49-18 W 31.50 4948.890 10431.122 4376 S 0-10-42 E 124.65 4824.241 10431.510- 4375 S'39-42-54 W 37.00 4824.057 10394.511 a CLOSURE: N 32-26-25 E 0.006 PERIMETER= 671.54 FT. AREA = 10581.3 SQ. FT. AREA = 0.24291 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID : BDRY LOT NO. : C PARCEL C (LEGENDS WAY, EXCL'G ENTR. PAR. A - @ FRONT OF LOTS 2-37 & PAR. I) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST Page 4 Ella38-1.out START- 5346 5042.307 10517.941 5339 N 88-45-00 E 17.31 5042.685 10535.247 5338 ---N 57-10-00 E 25.11 5056.299 10556.346__ 4247 N 67-45-10 E 81.50 5087.156 10631.779 CURVE DELTA= 67-55-36 R= 81.500 L= 96.622 T= 54.897 CH= 91.062 A=-859.641 4354 S 0-10-26 E 81.50 5005.656 10632.026 4353 N 89-49-34 E 737.41 5007.894 - 11369.433 4297 N 0-10-26 W 300.00 5307.893 11368.522 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH= 315.409 A=-9569.597 4352 S 63-36-08 E 300.00 5174.512 11637.241 4351 N 26-23-52 E 61.50 5229.600 11664.584 4294 N 63-36-08 W 300.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 T= 70.839 CH= 137.885 A=-740.079 4350 N 89-49-34 E 300.00 5363.890 11695.864 4655 N 0-10-26 W 256.50 5620.389 11695.085 4949 N 89-49-34 E 37.00 5620.501 11732.085 4386 S 0-10-26 E 256.50 5364.003 11732.864 4294 S 89-49-34 W 337.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 337.000 L= 156.268 T= 79.575 CH= 154.891 A= 933.890 4385 S 63-36-08 E 337.00 5213.150 11697.726 4384 S 26-23-52 W 61.50 5158.062 11670.363 4297 N 63-36-08 W 337.00 5307.893 11368.522 CURVE DELT.= 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH= 354.310 A= 12075.662 4383 S 0-10-26 E 337.00 4970.894 11369.545 4382 S 89-49-34 W 737.41 4968.65E 10632.138 4247 N 0-10-26 W 118.50 5087.156 10631.779 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 T= 42.334 CH= 79.732 A= 369.345 4381 S 39-06-39 W 118.50 4995.252 10556.973 5346 id 39-4C-1_E S'I 61.14 5042.312 10517.942== CLOSURE: S 12-12-27 W 0.005 PERIMETER= 3429.92 FT. AREA = 61816.9 SQ. FT. AREA = 1.41912 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. e . - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID : BDRY LOT NO. : D- PARCEL D (MUIRFIELD VILLAGE - W-LY OF 7AR. I, LOTS P,38,39, & 69-77) COURSE BEARING START- 5328 5215 S 79-37-01 W CURVE DELTA= 12-17-01 T= 2.636 5214 N 67-20-00 E 5209 N 22-40-00 W 4252 S 67-20-00 W CURVE DELTA= 10-39-55 T= 27.396 4408 N 56-40-05 E DISTANCE 24.50 R= 24.500 CH= 5.242 24.50 10.79 293.50 R= 293.500 CH= 54.554 293.50 Page 5 C O O R D I N A T E S NORTH EAST 5202.991 10482.961 5198.575 10458.863 L= 5.253 A= -0.492 5208.017 10481.470 5217.973 10477.312 5104.867 10206.481 L= 54.633 A=-46.220 5266.142 10451.701 Ella38-1.out 4407 N 33-19-55 W 114.28 5361.623 10388.905 4255 N 56-40-05 E 98.50 5415.748 10471.202 CURVE -- DELTA= 33-09-29 R= 98.500 L= 57.004 - - T= 29.325 CH= 56.212 A= 154.104 4406 S 89-49-34 W 98.50 5415.449 10372.703 4933 N 0-10-26 W 135.00 5550.449 10372.293 4922 N 89-49-34 E 118.50 5550.808 10490.792 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH= 50.275 A= 90.602 4932 N 65-40-45 W 118.50 5599.612 10382.809 4924 N 65-40-45 W 81.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 81.500 L= 69.685 T= 37.133 CH= 67.581 A= -333.568 4931 N 65-19-53 E 81.50 5667.193 10382.604 4926 N 65-19-53 E 118.50 5716.651 10490.289 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH= 50.275 A= 90.602 4930 S 89-49-34 W 118.50 5716.292 10371.790 4959 N 0-10-26 W 632.08 6548.368 10369.264 4419 N 89-49-34 E 37.00 6548.480 10406.264 4929 S 0-10-26 E 832.08 5716.404 10408.789 4926 N 89-49-34 E 81.50 5716.651 10490.289 CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= -42.856 4928 S 65-19-53 1.1 81.50 5682.636 10416.227 4924 S 65-19-53 W 118.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 118.500 L= 101.321 T= 53.990 CH= 98.262 A= 705.191 4935 S '05-40-45 E 118.50 5584.374 10416.525 4922 S 65-40-45 E 81.50 5550.80R 10490.792-- CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= -42.856 4934 S 89-49-34 W 81.50 5550.561 10409.293 4319 S 0-10-26 E 135.00 5415.561 10409.703 4255 Di 59-49-34 E 61.50 5415.748 10471.202 CURVE DELTA= 37-49-34 R= 61.500 L= 40.602 T= 21.072 CH= 39.868 A= -88.737 4363 5 52-00-00 W 61.50 5377.885 10422.740 4362 S 38-00-00 E 82.00 5313.268 10473.224 4252 S 52-00-00 W 338.50 5104.867 10206.482 CURVE DELTA= 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH= 90.318 A= 182.357 4361 N 67-20-00 E 338.50 5235.314 10518.837 4360 S 22-40-00 E 19.18 5217.616 10526.229- 4937 S 67-20-00 W 298.50 - 5102.583 10250.T84- CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.067 10528.873 5330 N 88-00-00 W 24.55 5211.924 10504.338 5328 S 67-20-00 W 23.17 5202.995 10482.957 CLOSURE: S 43-17-23 E 0.006 PERIMETER= 2842.28 FT. AREA = 52033.1 SQ. FT. AREA = 1.19452 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 90 v-�X - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 ll-q,WO 3y0 TRACT NO.: 28838-1 BLOCK ID : BURY LOT NO. : G Page 6 Ella38-1.out PARCEL G (LANDSCAPE STRIP BETWEEN PAR. H & PAR. B) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5224 4823.928 10367.732 5225 N 88-05-30 W 1160.00 4862.557 9208.376 CURVE DELTA= 7-32-38 R= 1160.000 L= 152.732 T= 76.477 CH= 152.622 A= -255.727 5226 N 84-21-52 E 1160.00 4976.470 10362.769 5227 N 89-49-18 E 8.03 4976.495 10370.799 5228 N 0-10-42 W 8.00 4984.495 10370.774 5229 N 89-49-18 E 8.00 4984.519 10378.774 5230 N 89-49-18 E 49.00 4984.672 10427.774 CURVE DEL-, A= 85-18-44 R= 49.000 L= 72.960 T= 45.146 CH= 66.404 A= 591.035 5231 N 4-51-58 W 49.00 5033.495 10423.617 5232 N 85-08-02 E 7.00 5034.089 10430.592 5233 N 4-51-58 W 8.00 5042.060 10429.913 5234 N 85-08-02 E 8.00 5042.739 10437.885 5235 N 4-51-58 W 8.00 5050.710 10437.206 5236 N 85-08-02 E 56.00 5055.460 10493.004 5237 S 4-51-58 E 8.00 5047.489 10493.683 5342 N 85-08-02 E 13.19 5048.608 10506.825 5341 S 11-40-00 E 6.65 5042.095 10508.170OO 5340 N 88-45-00 E 3.18 5042.165 10511.349 4249 N 84-45-23 S•i 24.50 5044.404 10486.952 CURVE DELTA= 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH= 31.461 A= 123.014 4 36 9 S 4-3_-c2 E 24.50 5019.992 10489.030 4373 S 85-08-02 W 32.33 5017.250 10456.816 4244 S 4-51-58 E 68.50 4948.997 10462.627 CURVE DELTA= 85-18-44 R= 68.500 L= 101.995 T= 63.11-3 CH= 92.831 A= -1155.054 4374 S 89-49-18 W 68.50 4948.783 10394.127 4375 S 0-10-42 E 124.72 4824.064 10394.516 5224 S 89-42-54 W 26.78 4823.931 10367.736 CLOSURE: S 56-07-54 W 0.004 PERIMETER= 687.73 FT. - AREA = 8670.8 SQ. FT. AREA = 0.19905 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 6-9 - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 - BLOCK ID : BDRY _ LOT NO. : H PARCEL H (LANDSCAPE STRIP - S'LY OF ENTR. PAR. A & ADJACENT TO MADISON ST.) COURSE BEARING START- 5223 5219 N 0-10-42 W 5220 N 33-30-53 E 5221 N 89-49-34 E 5203 N 0-10-26 W CURVE DELTA= 4-41-32 T= 14.483 5222 S 4-51-58 E C O O R D I N A T E S DISTANCE NORTH EAST 4976.407 10344.039 51.43 5027.836 10343.879 41.47 5062.412 10366.777 30.00 5062.503 10396.777 353.50 5416.001 10395.704 R= 353.500 L= 28.950 CH= 28.942 A= -5.718 353.50 5063.775 10425.691 Page 7 Ella38-1.out 4368 N 85-08-02 E 59.40 5068.814 10484.876 4249 S 4-51-58 E 24.50 5044.402 10486.955 CURVE - - DELTA= 60-36-58 R= 24.500 L= 25.920 _ T= 14.321 CH= 24.728 A= 56.003 5344 N 55-45-00 E 24.50 5058.191 10507.206 5343 S 55-45-00 W 2.50 5056.784 10505.140 5342 S 11=40-00 E 8.35 5048.607 - 10506.828 5237 S 85-06-02 W - 13.19 5047.488 10493.686 5236 N 4-51-58 W 8.00 5055.459 10493.007 5235 S 85-08-02 W 56.00 5050.709 - 10437.209 5234 S 4-51-58 E 8.00 5042.737 10437.888 5233 S 85-08-02 W 8.00 5042.059 10429.916 5232 S 4-51-58 E 8.00 5034.088 10430.595 5231 S 85-08-02 W 7.00 5033.494 10423.620 5230 S 4-51-58 E 49.00 4984.670 10427.777 CURVE DELTA= 85-18-44 R= 49.000 L= 72.960 T= 45.146 CH= 66.404 A= -591.035 5229 S 89-49-18 W 49.00 4984.518 10378.777 5228 S 89-49-18 W 8.00 4984.493 10370.777 5227 S 0-10-42 E 8.00 4976.493 10370.802=711 5223 S 89-49-18 W 26.76 4976.410 10344.042 CLOSURE: S 42-06-34 W 0.004 PERIMETER= 471.93 FT. AREA = 5708.7 SQ. FT. AREA = 0.13105 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. G9 HIIHE - PGA PAST (440-00) - MDS CONSULTING - JUNE 13, 2000 aGGfi -.36/0 TRACT NO.: 28838-1 BLOCK ID : BDRY LOT, '. . . _ PARCEL I (LANDSCAPE LOT - ADJOINING PARS. A, C, D, LOTS 37, P & Q) C 0 0 R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH= 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 5337 N 57-10-00 E 2.94 5057.892 10558.612 5336 N 10-05-00 W 18.50 5076.106 10555.573 5335 S 81-45-00 W 4.50 5075.460 10551.119 4247 N_ 81-45-00 E 81.50 5087.155 10631.776- _ CURVE DELTA= 5-50-00 R= 81.500 L= 8.298-- -- 1' T= 4.152 CH= 8.294 A= 0.584 4358 S 87-35-00 W 81.50 5083.718 10550.348 4359 N 2-25-00 W 31.48 5115.170 10549.021 4937 S 87-35-00 W 298.50 5102.584 10250.787 CURVE DELTA= 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH= 82.656 A= -158.570 5334 N 71-40-00 E 298.50 5196.475 10534.135 5333 N 71-40-00 E 4.00 5197.734 10537.932 5332 N 19-40-00 W 14.00 5210.917 10533.221 5331 N 88-00-00 W 4.35 5211.069 10528.873 4937 S 68-41-20 W 298.50 5102.584 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 4360 N 67-20-00 E 298.50 5217.617 10526.229 Page 8 El Ella38-1.out 2664 -_ N 74-10-22 E 10.16 5220.388 10536.004 2560 N 74-10-22 E 100.00 5247.662 10632.213 CURVE ------- DELTA= 44-59-57 R= 100.000 L= 78.538--- T= 41.421 CH= 76.535 A= -391.436 4672 S 29-10-25 W 100.00 5160.347 10583.467 4355 S 0-10-26 E 139.14 5021.208 10583.889 CLOSURE: S 1-54-44 E 0.003 PERIMETER= 451.08 FT. AREA = 5065.7 SQ. FT. AREA = 0.11629 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. &9--Y4X - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 aozno oyo TRACT NO.: 28838-1 BLOCK ID : BURY LOT NO. : J GG PARCEL J (LANDSCAPE & TUNNEL PAR. J - N-LY OF LNDSCP. PAR. K) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5326 5197.762 10478.783 5242 V S 85-08-02 W 4.50 5197.380 10474.299 5243 S 4-51-58 E 8.00 5189.409 10474.978 5244 S 85-08-02 W 35.00 5186.440 10440.104 5245 N 4-51-58 W 8.00 5194.411 10439.425 5246 S 85-08-02 W 8.00 5193.733 10431.454 5247 N 4-51-58 W 8.00 5201.704 10430.775 5246 N 4-51-58 Til 44.00 5245.545 10427.043 CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 -- 4°.-780 CH= 65.224 A= 652.962 5249 N 89-12-05 W 44.00 5246.159 10383.047 5250 N 89-12-05 W 8.00 5246.270 10375.048 5251 17 0-47-55 E 8.00 5254.269 10375.160 5252 N 89-12-05 W 8.03 5254.381 10367.130 5253 N 89-35-47 W 1160.00 5262.553 9207.159 CURVE DELTA= 6-19-00 R= 1160.000 L= 127.886 T= 64.008 CH= 127.821 A= -150.164 5254 N 84-05-13 E 1160.00 5382.055 10360.987 5255 N 84-05-13 E 840.00 5468.591 11196.518 CURVE DELTA= 2-16-58 R= 840.000 L= 33.467 T= 16.736 CH= 33.465 A= 3.718 4947 S 86-22-11 W 840.00 5415.404 10358.203 4406 N 89-49-34 E 14.50 5415.448 10372.703 4255 N 89-49-34 E 98.50 5415.747 10471.203 CURVE DELTA= 33-09-29 R= - 98.500 L= 57.004-----' T= 29.325 CH= 56.212 A= -154.104 4407 S 56-40-05 W 98.50 5361.622 10388.906 4408 S 33-19-55 E 114.28 5266.141 10451.702 4252 S 56-40-05 W 293.50 5104.666 10206.482 CURVE DELTA= 10-39-55 R= 293.500 L= 54.633 T= 27.396 CH= 54.554 A= 46.220 5209 N 67-20-00 E 293.50 5217.972 10477.313 5214 S 22-40-00 E 10.79 5208.016 10481.471 5215 S 67-20-00 W 24.50 5198.574 10458.863 CURVE DELTA= 12-17-01 R= 24.500 L= 5.253 T= 2.636 CH= 5.242 A= 0.492 5328 -N 79-37-01 E 24.50 5202.990 10482.962 5327 S 67-20-00 W 4.84 5201.124 10478.496 5326 S 4-51-58 E 3.38 5197.757 10478.783 Page 9 Ella38-1.out CLOSURE: N 2-31-28 E 0.006 PERIMETER= 595.03 FT. -"--- AREA = 12119.7 SQ. FT. AREA = 0.27623 ACRES - TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �dGSD - � SRO TRACT NO.: 28838-1 BLOCK ID : BDRY LOT NO. : K PARCEL K (LANDSCAPE PARCEL N'LY OF ENTR. PAR. A 6 ADJACENT TO MADISON ST.) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 3022 5169.411 10366.449 3024 N 33-51-50 W 41.46 5203.838 10343.347 5239 N 0-10-26 W 50.87 5254.708 10343.193 5251 S 89-12-05 E 31.97 5254.262 10375.159 5250 S 0-47-55 W 8.00 5246.263 10375.048 5249 S 89-12-05 E 8.00 5246.151 10383.047 5248 S 89-12-05 E 44.00 5245.538 10427.043 y CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 T= 48.580 CH= 65.224 A=-652.962 5247 S 4-51-58 E 44.00 5201.697 10430.775 5246 S 4-51-58 E 8.00 5193.726 10431.454 5245 N 85-08-02 E 8.00 5194.404 10439.425 5244 S 4-51-52 E 8.00 5186.433 10440.104 5243 Ni 85-08-02 E 35.00 5189.402 10474.978 5242 N 4-51-58 W 6.00 5197.373 10474.299 4.50 5197.755 10478.783 5345 S 4-51-58 E 11.96 5185.838 10479.797 5215 N 58-42-05 W 24.50 5198.566 10458.863 CURVE DELTA= 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH= 22.183 A= 39.700 5216 S 4-51-58 E 24.50 5174.154 10460.941 5217 S 85-08-02 W 44.49 5170.380 10416.611 5203 N 4-51-58 W 246.50 5415.992 10395.701 CURVE DELTA= 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH= 20.181 A= 2.780 5218 S 0-10-26 E 246.50 5169.493 10396.449 3022 S 89-49-34 W 30.00 5169.402 10366.450 CLOSURE: N 1-23-31 W 0.009 PERIMETER= 414.92 FT. AREA = 5579.4 SQ. FT. AREA = 0.12809 ACRES TRAVERSE CALCULATION AND ANALYSIS---- LOT LINE ADJ. 89-XmiX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 o�OGG -3 SAD TRACT NO.: 28838-1 COMPLETION OF BLOCK ID: BURY BLOCK P_REA= 187465.7 SQ.FT. TOTAL LOT AREA = 187469.4 SQ.FT. 4.30362 ACRES 4.30371 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 9A-XXX PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL B EXCEPTION Page 10 Ella36-1.out C O O R D I N A T E S COURSE --------BEARING DISTANCE NORTH EAST--- START- 5213 5051.339 10510.451 5346 S 39-40-16 E 11.73 5042.310 10517.939 5340 S 88-45-00 W 6.59 5042.166 10511.350 4249 N 84-45-23 W 24.50 5044.405 10486.953 CURVE DELTA= 21-41-25 R= 24.500 L= 9.275 T= 4.694 CH= 9.220 A= -2.694 5213 N 73-33-12 E 24.50 5051.342 10510.45000 CLOSURE: S 3-00-34 E 0.003 PERIMETER= 27.60 FT. AREA = 27.6 SQ. FT. AREA = 0.00063 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 09 XXX-- PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 o?OO69 540 TRACT NO.: 28836-1 PARCEL D EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5210 5200.270 10484.706 5329 N 22-40-00 W 3.18 5203.204 10483.480 5330 N 67-20-00 E 22.61 5211.917 10504.344 5347 S 88-00-00 E 7.63 5211.651 10511.969 5210 S 67-20-00 1•1 29.54 5200.267 10484.711 CLOSURE: N 63-58-04 W 0.006 -PERIMETER= - 62.96 FT. REA = 83.0 SQ. FT. AREA = 3.03i9i ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. t6-X)tX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �66G -3 y�o TRACT NO.: 28838-1 PARCEL D, INCLUSION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5214 5208.017 10481.470 5329 S 22-40-00 E 5.21 5203.209 10483.478 5328 S 67-20-00 W 0.56 5202.993 10482.961 5215 S 79-37-01 W 24.50 5198.578 10458.862 CURVE DELTA= 12-17-01 R= 24.500 L= 5.253- _ T= 2.636 CH= 5.242 A= -0.492 - 5214 N 67-20-00 E 24.50 5208.019 10481.470 CLOSURE: S 2-15-59 E 0.003 PERIMETER= 11.02 FT. AREA = 1.0 SQ. FT. AREA = 0.00002 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. w-XXn - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 ao�d --3 4co TRACT NO.: 28838-1 PARCEL D, INCLUSION B C O O R D I N A T E S. COURSE BEARING DISTANCE NORTH EAST START- 4360 5217.611 10526.230 Page 11 Ella38-1.out 4937 _ S 67-20-00 W 298.50 5102.579 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 ------- -T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.063 10528.874 5347 N 88-00-00 W 16.92 5211.653 10511.96400 4360 N 67-20-00 E 15.46 5217.611 10526.230 CLOSURE: S 89-17-33 W 0.000 PERIMETER= 39.44 FT. AREA = 54.7 SQ. FT. AREA = 0.00126 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. &9-,vv - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 o7G6D -3 �D TRACT NO.: 28838-1 PARCEL G EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5238 5048.961 10511.025 4249 S 79-16-38 W 24.50 5044.402 10466.953 CURVE DELTA= 15-57-59 R= 24.500 L= 6.827 T= 3.436 CH= 6.805 A= 1.078 5340 S 84-45-23 E 24.50 5042.163 10511.350 5341 S 88-45-00 W 3.18 5042.094 10508.171 5342 N 11-40-00 W 6.65 5048.607 10506.826 5238 N 85-08-02 E 4.21 5048.964 10511.021 CLOSURE: S 53-22-43 E 0.005 PERIMETER= 20.87 FT. AREA = 25.8 SQ. FT. AREA = 0.00059 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 86 HK3 - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL H EXCEPTION COURSE BEARING START- 5238 5342 S 85-08-02 W 5343 N 11-40-00 W 5344 N 55-45-00 E 4249 S 55-45-00 W CURVE -.____ DELTA= -T= 23-31-38 _ 5.102 5238 N 79-16-38 E C O O R D I N A T E S DISTANCE NORTH EAST 5048.961 10511.025 4.21 5048.604 10506.830 8.35 5056.781 10505.142 2.50 5058.188 10507.208 24.50 5044.399 10486.957 R= 24.500 L= 10.060 CH= 9.990 A= 3.434 24.50 5048.958 10511.029 CLOSURE: N 52-55-45 W 0.005 PERIMETER= 25.12 FT. AREA = 33.1 SQ. FT. AREA = 0.00076 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 o�dOD 3 S/Q .^ RA-_.._= NO.: 28838-1 PARCEL I, EXCEPTION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4360 5217.611 10526.23000 Page 12 s � Ella38-1.out 4937 S 67-20-00 W 298.50 5102.579 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 -"---_" -T= 3.531 CH= 7.062 A= 0.098 ---- 5331 N 68-41-20 E 298.50 5211.063 10528.874 5332 S 88-00-00 E 4.35 5210.911 10533.222 5333 S 19-40-00 E 14.00 5197.728 10537.933 5334 - S 71-40-00 W -4.00 5196.470 10534.136 4937 S 71-40-00 W 298.50 5102.578 10250.787 CURVE DELTA= 2-58-40 R= 298.500 L= 15.514 T= 7.759 CH= 15.512 A= -1.042 5331 N 68-41-20 E 298.50 5211.062 10528.876 4937 S 68-41-20 W 298.50 5102.578 10250.787 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 4360 N 67-20-00 E 298.50 5217.611 10526.232 CLOSURE: N 75-05-13 W 0.002 PERIMETER= 51.99 FT. AREA = 58.2 SQ. FT. AREA = 0.00134 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. -6� - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 - TRACT NO.: 28838-1 PARCEL I, EXCEPTION B C O O R D I N A T E S COURSE '_-=_=.=':G DIS: �-':CE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA= 31-tc-" o= 81.540 L= nc 191 T= 23.193 CH= 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 4247 N 67-45-10 E 81.50 5087.154 10631.775 CURVE DELTA= 13-59-50 R= 81.500 L= 19.910 -= 1n.005 CH= 19.861 A= 8.046 5335 S 81-45-00 W 81.50 5075.459 10551.118 5336 N 81-45-00 E 4.50 5076.105 10555.571 5337 S 10-05-00 E 18.50 5057.891 10558.810 5338 S 57-10-00 W 2.94 5056.297 10556.340 4247 N 67-45-10 E 81.50 5087.153 10631.773 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH= 44.614 A= -92.924 4355 S 35-56-59 8i.50 5021.204 10563.888 CLOSURE: N 54-37-48 E 0.002 - PERIMETER= i36.23-FT - - AREA = 77.4 SQ. FT. AREA 0.00178 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. -68 300 - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �poo-a yD TRACT NO.: 28838-1 PARCEL J EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST110 START- 5241 5198.152 10483.359 5326 •S 85-08-02 W 4.59 5197.762 10478.785 5327 N 4-51-58 W 3.38 5201.130 10478.499 5328 N 67-20-00 E 4.84 5202.995 10482.965 Page 13 Ella36-l.out 5215 S 79-37-01 W 24.50 5198.580 10458.866 CURVE DELTA= 11-22-25 R= 24.500 L= 4.863 - -"--_-- -T= 2.440 CH= 4.855 A= 0.391- 5241 S 89-00-34 E 24.50 5198.156 10483.362 CLOSURE: S 36-02-53 W 0.006 PERIMETER= 17.67 FT. - AREA = - 19.3 SQ. FT. AREA = 0.00044 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. w X-X-K - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 0�00-34lD TRACT NO.: 28638-1 PARCEL K EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5241 5198.152 10483.359 5215 N 89-00-34 W 24.50 5198.575 10458.863 CURVE DELTA= 30-18-29 R= 24.500 L= 12.960 T= 6.635 CH= 12.809 A= 7.301 5345 S 58-42-05 E 24.50 5185.848 10479.797 5326 N 4-51-58 W 11.96 5197.764 10478.783 5241 N 85-08-02 E 4.59 5198.154 10483.356 CLOSURE: S 53-59-57 E 0.004 PERIMETER= 29.51 FT. AREA = 34.8 SQ. FT. AREA = 0.00080 ACRESO1 LOT ACREAGE FOR TRACT 28838-1 PAGE 1 LOT LINE ADJ. d@'3EKif - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) PERIMETER BDRY A 0.594 25893.9 829.47 BDRY B 0.243 10581.3 * 671.54 BDRY C 1.419 61816.9 3429.92 BDRY D 1.195 52033.1 2842.28 BDRY "G 0.199 8670.8 * 687.73 BDRY H 0.131 5708.7 * 471.93 BDRY I 0.116 5065.7 * 451.08 BDRY J 0.278 12119.7 595.03 BDRY K 0.128 5579.4 * 414.92 Traverse Analysis and Checking (PTRAV) - LOT LINE ADJ. o$-K-XX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 o1dD0 �35/D TRACT NO.: 28638-1 DATE: 6/13/** TIME: 12:05 POINT FILE: 1891 POINTS= 6000 DIRECTORY PATH: DATA FILE: 28838-1.P Page 14 a Ella38-Lout PARCEL L-OTLJN- APP- - - -- r ,4ppfCVc MINT N Cp 1p o, By MMQ/V/ QYC/IY Exhibi/ �OEVFCOOp y NQU/NTH` q �a Oq C pgRTME ��d l Page 15 P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 August 22, 2000 Rielly Homes Madison LLC #23 Corporate Plaza, Suite 245 Newport Beach, CA 92660 Subject: Lot Line Adjustment 2000-340 Dear Sir/Madame, (760)777-7000 (TDD) (760) 777-1227 The Community Development Department has reviewed your revised exhibits pertaining to the above referenced application, and provides this letter to advise you that Lot Line Adjustment 2000-340 has been approved. Enclosed are the original approved Exhibits A (legal description), and B; these items must be filed for recordation by Riverside County along with deeds to the subject properties. A copy of the recorded deeds must be submitted to the Community Development Department along with any future permit application(s). Please be aware that, as the applicant, it is your responsibility to record these documents. The City cannot file them for recordation on your behalf as we do not have any ownership interest in the property. The County Recorder's office can be reached at 909-486-7000. If you have any questions, please contact me at 760-777-7068. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR gLE LIE MOURIQU�PND Associate Planner LM/Im encl. P:\LESLI E\ItrapprovalLLA2000-340RiellyHomes8-22-o0.wpd 9 C: Greg Butler, Building & Safety Manager File: Lot Line Adjustment 2000-340 Robert W. Foulk, PGA West Master Association P:\LESLI E\ItrapprovalLLA2000-34ORiellyHomes8-22-OO.wpd P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 August 22, 2000 County Recorder County of Riverside P. O. Box 751 Riverside, CA 92502-0751 SUBJECT: RECORDING OF LOT LINE ADJUSTMENT 99-340 Dear Colleague: (760) 7 7 7 - 7 0 0 0 (TDD) (760) 777-1227 The City of La Quinta has approved the above noted Lot Line Adjustment. Please allow its recording as presented by the applicant. Should you have any questions, please call me at (760) 777-7068. Very truly yours, JERRY HERMAN COMMUNITY DEVELOPMENT DEPARTMENT WAI L SUE MOURIQ AND Associate Planner LM. C: Betty Sawyer, exec. Secy. File: LLA 2000-340 P:\ItrapprovalRiVCOLLA2000-340.WPd RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: ll PGA WEST FAIRWAYS ASSOCIATION 55-880 PGA Blvd. La Quinta, CA 92253 Atten: Legal Department MAIL TAX STATEMENTS TO Same as above above this line for Recorder's Use LOT LINE ADJUSTMENT NO. 2000- 340 APN:761-670-025 etal, TRA: 28838-1 PGA WEST MASTER ASSOCIATION, a California non-profit mutual benefit corporation, PGA WEST FAIRWAYS ASSOCIATION, a California non-profit mutual benefit corporation, and RIELLY HOMES MADISON, LLC., a Delaware limited liability company, as owners of the following described real property in the County of Riverside, State of California: SEE EXHIBITS "A" and "B" ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE "HEREBY ACCEPT AND AGREE TO THE IMPLEMENTATION OF THE REVISED LOT CONFIGURATIONS PURSUANT TO THIS LOT LINE ADJUSTMENT NO. 2000-340 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." PGA WEST MASTER ASSOCIATION, a California non-profit mutual benefit corporation B Its: rae:�C't-0 Date: RIELLY HOMES MADISON, LLC, a Delaware limited liability company By: Rielly Homes, Inc., a Delaware corporation, Me i By: Its: Da TUNE 2J, 2000 PGA WEST FAIRWAYS ASSOCIATION, a California non-profit mutual benefit corporation Its: Date: APPROVED BY THE CITY OF LA QUINTA COMMUNITY DEVELOPMENT DEPT. Prop.forms. LLA.form.04 STATE OF CALIFORNIA ) ss COUNTY OF (gNC1 ) On 9\ , 2000, before me, �, , J,pt\ G , a Notary Public in and for said State, personally appeared ''NAONAtS X &\4u 1 6-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. :L �� Notary Public in and for Said State STATE OF CALIFORNIA ss COUNTY OF RIVERSIDE On _�� , 2000, before me QI b �� L—K� �� , a Notary Public in and for said State, personally L appeared 4i - L / ('f / �,'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. ga otary Public in and for Said State STATE OF CALIFORNIA ) ) ss COUNTY OF RIVERSIDE ) On !J Wk 17 2000, before me, Q i�ZT�d lJ h a Notary Public in and for said State, personally appeared pahtcA ou • , ❑ 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. r� otary Public in and for Said State Prop. forms. LLA. form.04 E LEGAL DESCRIPTION: PARCEL A EXHIBIT "A" LETTERED LOT A, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; TOGETHER WITH PORTIONS OF LETTERED LOTS B, C, D, G, H, I, J, AND K, AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: BEGINNING OF THE NORTHWEST CORNER OF SAID LOT A; THENCE SOUTHEASTERLY ALONG THE NORTHERLY LINE OF SAID LOT A, THE FOLLOWING FIVE (5) COURSES; SOUTH 33051'50" EAST, 41.46 FEET; THENCE NORTH 89049'34" EAST, 30.00 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 246.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4041'32", AN ARC LENGTH OF 20.19 FEET; THENCE NORTH 85008'02" EAST, 44.49 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 53050'07", AN ARC LENGTH OF 23.02 FEET; THENCE LEAVING SAID NORTHERLY LINE, NORTH 4°51'58" WEST, 15.34 FEET; THENCE NORTH 67°20'00" EAST, 28.01 FEET; THENCE SOUTH 88000'00" EAST, 28.90 FEET; THENCE SOUTH 19040'00" EAST, 14.00 FEET; THENCE SOUTH 71°40'00" WEST, 4.00 FEET, TO THE EASTERLY LINE OF SAID LOT C, SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 71040'00" EAST; THENCE SOUTHERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15055'00", AN ARC LENGTH OF 82.92 FEET; THENCE CONTINUING ALONG SAID EASTERLY LINE, SOUTH 2025'00" EAST, 31.48 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 81.50 FEET; THENCE SOUTHEASTERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 5050'00", AN ARC LENGTH OF 8.30 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 81045'00" EAST, 4.50 FEET; THENCE SOUTH 10°05'00" EAST, 18.50 FEET; THENCE SOUTH 57°10'00" WEST, 28.05 FEET; THENCE SOUTH 88045'00" WEST, 27.08 FEET; THENCE NORTH 11°40'00" WEST, 15.00 FEET; THENCE NORTH 55045'00" EAST, 2.50 FEET, TO A POINT ON THE SOUTHERLY LINE OF SAID LOT A, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 55°45'00" EAST; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60036'58", AN ARC LENGTH OF 25.92 FEET; THENCE SOUTH 85008'02" WEST, 59.40 FEET, TO THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 353.50 FEET, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4041'32", AN ARC LENGTH OF 28.95 FEET; THENCE SOUTH 89049'34" WEST, 30.00 FEET; THENCE SOUTH 33°30'53" WEST, 41.47 FEET, TO THE SOUTHWEST CORNER OF SAID LOT A, THE PRECEDING FIVE (5) COURSE BEING ALONG THE SOUTHERLY LINE OF SAID LOT A; THENCE NORTH 0°10'42" WEST, 4.65 FEET; THENCE NORTH 0010'26" WEST, ALONG THE WESTERLY LINE OF SAID LOT A, 171.35 FEET, TO THE POINT OF BEGINNING. SAID LOT A CONTAINS 25,892 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL MERGER No. LOT LINE AC,i )':(''; i` 1i::: i i` 14j.OLL^ APPROVED I i i:' Y " °_ . r;;., :_.A Exhibit FILE: G:W4MLEGAMEMPRCLAoc 08/22/00 PARCEL B LETTERED LOT B, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT B, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT B, SAID POINT BEING ALSO ON THE EASTERLY LINE OF SAID LOT H, AND THE WESTERLY LINE OF SAID LOT C; THENCE SOUTH 39040'16" EAST, ALONG SAID WESTERLY LINE OF LOT C, 11.73 FEET; THENCE LEAVING SAID WESTERLY LINE, SOUTH 88°45'00" WEST, 6.59 FEET, TO THE WESTERLY LINE OF SAID LOT B, SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 84045'23" EAST; THENCE NORTHWESTERLY ALONG SAID WESTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 21041'25", AN ARC LENGTH OF 9.28 FEET, TO THE POINT OF BEGINNING. SAID LOT B CONTAINS 10,581 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL C LETTERED LOT C, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT C, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF SAID LOT C LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE. COMMENCING AT THE NORTHWEST CORNER OF SAID LOT B; THENCE SOUTH 39040'16" EAST, 11.73 FEET, TO THE POINT OF BEGINNING, SAID POINT BEING ON THE WESTERLY LINE OF SAID LOT C; THENCE NORTH 88°45'00" EAST, 17.31 FEET; THENCE NORTH 57°10'00" EAST, 25.11 FEET, TO THE EASTERLY LINE OF SAID LOT C. SAID LOT C CONTAINS 61,817 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL D LETTERED LOT D, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT D, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT D; THENCE NORTH 67020,001, EAST, 29.54 FEET, TO A POINT ON THE NORTHERLY LINE OF SAID PARCEL A. THENCE NORTH 88000'00" WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL A, 7.63 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE, SOUTH 67020'00" WEST, 22.61 FEET, TO THE WESTERLY LINE OF SAID LOT D; THENCE ALONG SAID WESTERLY LINE SOUTH 22040'00" EAST, 3.19 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THAT PORTION OF LETTERED LOT A AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: FILE: GA440NLEGAMEMPRCL.cloc 08/22/00 BEGINNING AT THE NORTHEAST CORNER OF SAID LOT A; THENCE ALONG THE EASTERLY LINE OF SAID LOT A SOUTH 22040'00" EAST, 5.21 FEET TO A POINT ON LOT A AS PREVIOUSLY DESCRIBED HEREIN; THENCE SOUTH 67°20'00" WEST, ALONG SAID NORTHERLY LINE, 0.56 FEET TO THE NORTHERLY LINE OF LOT A, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79037'01" EAST, THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12017'01", AN ARC LENGTH OF 5.25 FEET TO THE POINT OF BEGINNING. ALSO TOGETHER WITH THAT PORTION OF LETTERED LOT C, AS SHOWN BY SAID AMENDED TRACT NO. 28838-1, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT D, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 74-10,22" EAST; THENCE SOUTHEASTERLY ALONG THE EASTERLY LINE OF SAID LOT C, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1021'20", AN ARC LENGTH OF 7.06 FEET; THENCE LEAVING SAID EASTERLY LINE, NORTH 88°00'00" WEST, ALONG THE NORTHERLY LINE OF SAID PARCEL A, 16.92 FEET, TO THE SOUTHERLY LINE OF SAID LOT D; THENCE NORTH 67°20'00" EAST, ALONG SAID SOUTHERLY LINE, 15.46 FEET, TO THE POINT OF BEGINNING. SAID PARCEL D CONTAINS 52,033 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL G LETTERED LOT G, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT G. LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT G; SAID POINT BEING ON A CURVE CONCAVE WESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79016'38" EAST; THENCE SOUTHERLY ALONG THE EASTERLY LINE OF SAID LOT G, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 15-57-59", AN ARC LENGTH OF 6.83 FEET; THENCE LEAVING SAID EASTERLY LINE, SOUTH 88045'00" WEST, ALONG THE SOUTHERLY LINE OF SAID PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN, 3.18 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, NORTH 11°40'00" WEST, 6.65 FEET, TO THE NORTHERLY LINE OF SAID LOT G; THENCE NORTH 85008'02" EAST, ALONG SAID NORTHERLY LINE, 4.21 FEET, TO THE POINT OF BEGINNING. SAID PARCEL G CONTAINS 8,671 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL H LETTERED LOT H, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT H, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT H; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT H, SOUTH 85°08'02" WEST, 4.21 FEET, THENCE NORTHERLY ALONG THE SOUTHERLY LINE OF SAID LOT A, AS PREVIOUSLY DESCRIBED HEREIN, THE FOLLOWING TWO (2) COURSE, NORTH 11°40'00" WEST, 8.35 FEET, THENCE NORTH 55°45'00" EAST, 2.50 FEET, TO FILE: G:\440\LEGALSkEXHPRCL.doc 08/22/00 THE NORTHERLY LINE OF SAID LOT G, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 55045'00" EAST; THENCE SOUTHEASTERLY ALONG SAID NORTHERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 23031'38", AN ARC LENGTH OF 10.06 FEET, TO THE POINT OF BEGINNING. SAID PARCEL H CONTAINS 5,709 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. 7cVt9:41 LETTERED LOT I, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE, OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT I, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: EXCEPTION A COMMENCING AT THE NORTHWEST CORNER OF SAID LOT I; SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 298.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 74°10'22" EAST; THENCE SOUTHEASTERLY ALONG THE WESTERLY LINE OF SAID LOT I, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1021,2011, AN ARC LENGTH OF 7.06 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE, AND SAID CURVE THROUGH A CENTRAL ANGLE OF 2°58'40", AN ARC LENGTH OF 15.51 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 71040'00" EAST, 4.00 FEET; THENCE NORTH 19040'00" WEST, 14.00 FEET; THENCE NORTH 88°00'00" WEST, 4.35 FEET, TO THE POINT OF BEGINNING. EXCEPTION B: COMMENCING AT THE SOUTHEASTERLY CORNER OF SAID LOT I; SAID POINT BEING ON A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 81.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 35058'59" WEST; THENCE NORTHWESTERLY ALONG THE WESTERLY LINE OF SAID LOT 1, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 31046'11", AN ARC LENGTH OF 45.19 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13059'50", AN ARC LENGTH OF 19.91 FEET; THENCE LEAVING SAID WESTERLY LINE, NORTH 81045'00" EAST, 4.50 FEET; THENCE SOUTH 10005'00" EAST, 18.50 FEET; THENCE SOUTH 57010'00" WEST, 2.94 FEET, TO THE POINT OF BEGINNING. SAID PARCEL I CONTAINS 5,066 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCELJ LETTERED LOT J, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT J, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT J; THENCE SOUTH 85008'02" WEST, ALONG THE SOUTHERLY LINE OF SAID LOT J, 4.59 FEET; THENCE LEAVING SAID SOUTHERLY FILE: G:\440\LEGALS\EXHPRCL.doc 08/22/00 LINE, NORTH 4°51'58" WEST, 3.38 FEET, THENCE NORTH 67°20'00" EAST, 4.84 FEET, TO THE EASTERLY LINE OF SAID LOT J, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS NORTH 79°37'01" EAST; THENCE SOUTHWESTERLY ALONG SAID EASTERLY LINE, AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11022'25", AN ARC LENGTH OF 4.86 FEET, TO THE POINT OF BEGINNING. SAID PARCEL J CONTAINS 12,120 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PARCEL K LETTERED LOT K, AS SHOWN BY AMENDED TRACT NO. 28838-1, AS FILED IN BOOK 285, PAGES 51 THROUGH 57, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA; EXCEPTING THEREFROM THAT PORTION OF SAID LOT K, LYING WITHIN PARCEL A, AS PREVIOUSLY DESCRIBED HEREIN. SAID EXCEPTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT J OF SAID TRACT, THENCE SOUTH 85008,021, WEST, ALONG THE SOUTHERLY LINE OF SAID LOT J, 4.59 FEET; THENCE LEAVING SAID SOUTHERLY LINE, SOUTH 4051'58" EAST, 11.96 FEET TO THE SOUTHERLY LINE OF SAID LOT K, SAID POINT BEING ON A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 24.50 FEET, A RADIAL LINE THROUGH SAID POINT BEARS SOUTH 58°42'05" EAST; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY LINE AND ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 30018'29" AN ARC LENGTH OF 12.96 FEET TO THE POINT OF BEGINNING. SAID PARCEL K CONTAINS 5,579 SQUARE FEET, MORE OR LESS, AS SHOWN ON EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. PREPARED UNDER THE SUPERVISION OF: PARCEL MERGER No. LOT LINE ADJUSTMENTIc./iGG.._ 3�/D Ac, RYCITY tfr FILE: G:\440\LEGALS\EXFIPRCL.doc 08/22/00 i ' W NI I i 77 78 5 74 73 72 /J 70 Nu 1© 0 EXHIBIT itB" 49 SHEET 1 OF 4 SHEETS LOT LINE ADJUSTMENT NO. 2000-340 LOTS A. B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1. M.B. 285/51-57 LEGEND — EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN 56 NEW LOT LINE I 77 57 I r LOT 4OLD LOT NO. f) 5 r PAR. 4 NEW LOT NO. o 63 7r� 60 _51 6� 62 � 63 n I� Z17 / 6' 46 42r t ANT IOVE:D BY F LA QUINT— q �^ MUNITYD PMENTDEPARTMENT DATE SCALE 1"=250' I 22 23 I 7 Ar I 21 SEE DETAIL ON SHEET 2 23 / 1 27 7 35 3 6 3-Al 33 32 3-1 30 20 23 16 c ------PAR - — — -� 1Z12 AFDS CONSUL T/NO u0RSE WKION SCNIILR 79-799 ON Awnue 52 (760) nl-IOIJ b OuNte, f 92253 FM 771-4073 .net MDSE-.L m6Ka uint O =mmW.9 9 21 20 1J 13 17 J & 9- a U = PREPARED UNDER THE SUPERVISION OF: L.s. 6588 * Exp. 12-31-03 CHRIS J. BER I, P.L.S. 088 IIATE 9TF LI< CAO EXP. 12/31/03 LOT LINE ADJUSTMENT NO. 2000-340 CITY OF LA QUINTA FILE: 1,•1440001 MAPPINGI EN7RLLAI.OWG 811712000 PAR. 0.243 AC LOT C PAR. C ® EXHIBIT "B" SHEET 2 OF 4 SHEETS LOT LINE ADJUSTMENT NO. 2000-340 LOTS A. B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1, M.B. 285/51-57 LOT r1l PAR. H 0.131 AC LOT G 'AR. 0.199 AC MADISON STREET N 0'10'26"W 171.35' � I w z NO- M�O_ O M� N Jill J II J 0 a Z LOT A W W (' N 60 h0 PAR.' A d o z o// ,`J, �`L 0.594 I _SEE DETAIL ' AC SHEET NO. 4 �7 _ SEE DETAIL / - SHEET NO. 3 / \\LEGENDS' WAY ` 81.50' LOT X PAR. K 0.128 AC / \ % 31.48' LOT J PAR. I 0.116 AC ZIP.] r:: . LOT J PAR. J 0.278 AC \ LOT D PAR. D \\ 1.195 \AC \ nt6f.�-Q \ '.O.C. PAR. I, XCEPTION A y 1.419 / Q AC P.O.C. PAR. I, EXCEPTION B / W/� — _ q 13 PARCE' 3 f 1 I SCALE 1"=40' LOT LIN LEGEND 001F �� - — — — EXISTING LOT LINE TG'Be fOJUSTED ENT EXISTING LOT LINE T00%AW ' I ' ' NEW LOT LINE BY __eaL--.zLOT LINE ADJUSTMENT LOT 4 OLD LOT NO. � ` -. NO. 2000-340 PAR. 4 NEW LOT NO. CITY OF LA QU1 TA FILE: L•j44000jUAPP/NGjENTRLLA2DWG 81171206 N LOT 4 PAR. 4 ® EXHIBIT "B w LOT LINE ADJUSTMENT NO. 2000-340 SEE SHEET NO. 2 LOTS A, B, C, D, G, H, I, J AND K OF AMENDED TRACT NO. 28838-1, M.B. 285/51-57 w LOT K o PAR. K z N 451' LOT A PPR l ONS 2� X Z� CURVE TABLE o z W cd (, W o � J N0. DELTA RADIUS LENGTH 1 30'18'29" 24.50' 12.96' 2 11'22'25" 24.50' 4.86' 3 1'21'20" 298.50' 7.06' 4 758'40" 298.50' 15.51' PAR. A LOT c SHEET 4 OF 4 SHEETS LOT J PAR. J p\\5 o P \N 5y5 10 o PPR, 0, N50 \"- US\0\A P ,2 p\- p tii N 2��pppW 5 a ^p \ rna \ O \o� LOT O \\ PAR. D \ cn so e 03 J\o PPR, 0. \Np`OS\pN oN v y LOT Q P.O.B. PAR. I, EXCEPTION A \� PAR. I, EXCEPTION A\� �,82g2 \q00 ,,-"- R,2gg.5p 1555p0 I OT I f 0 PAR. I `S RNo. LEGEND -�_DJUSTMENTNo.ro-es 1"=10, EXISTING LOT LINE TO BE ADJUSTED EXISTING LOT LINE TO REMAIN A FF.01,VkED BY CITY OF LA OUINTA NEW LOT LINE C01AMUNITYDEVELOPMENT DEFE MIME ADJUSTMENT OLD LOT NO. BY L2 � DATE- 2000-340 NEW LOT NO. Exhibit CM OF LA QTTINTA FILEL-j44000jMAPP1NGjE1V7R"4.DVW1G 811712000 Ella38-1.out TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. GO - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 oTDDD -35`D TRACT NO.: 28838-1 BLOCK ID : BDRY LLA NO. 00-XXX BOUNDARY (LOTS A,B,C,D,G,H,I,J & K OF AMENDED TR. 28838-1) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5224 4823.928 10367.73� 5225 N 88-05-30 W 1160.00 4862.557 9208.37E CURVE DELTA= 7-32-38 R= 1160.000 L= 152.732 T= 76.477 CH= 152.622 A- -255.727 5226 N 84-21-52 E 1160.00 4976.470 10362.76S 5223 S 89-49-18 W 18.73 4976.411 10344.03S 4364 N 0-10-42 W 56.09 5032.501 10343.864 5239 N 0-10-26 W 222.22 5254.720 10343.19C 5252 S 89-12-05 E 23.94 5254.386 10367.128 5253 N 89-35-47 W 1160.00 5262.558 9207.157 CURVE DELTA= 6-19-00 R= 1160.000 L= 127.886 T= 64.008 CH= 127.821 A= -150.164 5254 N 84-05-13 E 1160.00 5382.060 10360.98` 5255 N 84-05-13 E 840.00 5468.596 11196.515 CURVE DELTA- 2-16-58 R= 840,000 L= 33.467 T= 16.736 CH= 33.465 A= 3.718 4947 S 86-22-11 W 840.00 5415.409 10358.201 4406 N 89-49-34 E 14.50 5415.453 10372.701 4933 N 0-10-26 W 135.00 5530.452 10372.291 4922 N 89-49-34 E 118.50 5550.812 10490.790 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH= 50..275 A= 90.602 4932 N 65-40-45 W 118.50 5599.616 10382.807 4924 N 65-40-45 W 81.50 5633.181 10308.540 CURVE DELTA= 48-59-22 R= 81.500 L= 69.685 T= 37.133 CH= 67.581 A= -333.568 4931 N 65-19-53 E 81.50 5667.197 10382.602 4926 N 65-19-53 E 118.50 5716.655 10490.287 CURVE DELTA- 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH- 50.275 A= 90.602 4930 S 89-49-34 W 118.50 5716.295 10371.788 4959 N 0-10-26 W 832.08 6548.372 10369.262 4419 N 89-49-34 E 37.00 6548.484 10406.262 4929 S 0-10-26 E 832.08 5716.408 10408.788 4926 N 89-49-34 E 81.50 5716.655 10490.287 CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.378 A= -42.856 4928 S 65-19-53 W 81.50 5682.639 10416.225 4924 S 65-19-53 W 118.50 5633.181 10308.540 CURVE DELTA= 48-59-22 R= 118.500 L= 10L.321 T- 53.990 CH= 98.262 A= '705.191 4935 S 65-40-45 E 118.50 5584.377 10416.523 4922 S 65-40-45 E 81.50 5550.812 10490.790 CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= -42.85600 4934 S 89-49-34 W 81.50 5550.565 10409.291 4319 S 0-10-26 E 135.00 5415.565 10409.70L 4255 N 89-49-34 E 61.50 5415.752 10471.200 CURVE DELTA= 37-49-34 R= 61.500 L= 40.602 Page 1 Ella38-1.out T= 21.072 CH= 39.868 A= -88.737 4363 S 52-00-00 W 61.50 5377.889 10422.738 4362 S 38-00-00 E 82.00 5313.272 10473.222 4252 S 52-00-00 W 338.50 5104.870 10206.480 CURVE DELTA= 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH= 90.318 A= 182.357 4361 N 67-20-00 E 338.50 5235.318 10518.835 4360 S 22-40-00 E 19.18 5217.619 10526.227 2664 N 74-10-22 E 10.16 5220.390 10536.001 2560 N 74-10-22 E 100.00 5247.664 10632.210 CURVE DELTA- 44-59-57 R= 100.000 L= 78.538 T= 41.421 CH= 76.535 A= -391.436 4672 S 29-10-25 W 100.00 5160.349 10583.465 4355 S 0-10-26 E 139.14 5021.210 10583.887 4247 N 35-58-59 E 81.50 5087.159 10631.772 CURVE DELTA= 36-09-25 R= 81.500 L= 51.431 T= 26.604 CH- 50.582 A= -136.361 4354 S 0-10-26 E 81.50 5005.660 10632.019 4353 N 89-49-34 E 737.41 5007.898 11369.426 4297 N 0-10-26 W 300.00 5307.896 11368.51.5 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH= 315.409 A= -9569.597 4352 S 63-36-08 E 300.00 5174.516 11637.234 4351 N 26-23-52 E 61.50 5229.603 11664.57'7 4294 N 63-36-08 W 300.00 5362.983 11395.858 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 T= 70.839 CH= 137.885 A= -740.079 4350 N 89-49-34 E 300.00 5363.894 11695.857 4655 N 0-10-26 W 256.50 5620.393 11695.078 4949 N 89-49-34 E 37.00 5620.505 11732.078 4386 S 0-10-26 E 256.50 5364.006 11732.857 4294 S 89-49-34 W 337.00 5362.983 11395.858 CURVE DELTA= 26-34-18 R= 33V.000 L= 156.288 T= 79.575 CH= 154.891 A= 933.890 4385 S 63-36-OB E 337.00 5213.153 11697.719 4384 S 26-23-52 W 61.50 5158.066 11670.376 4297 N 63-36-08 W 337.00 5307.896 11368.515 CURVE DELTA= 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH= 354.310 A= 12075.662 4383 S 0-10-26 E 337.00 4970.898 11369.538 4382 S 89-49-34 W 737.41 4968.660 10632.132 4247 N 0-10-26 W 118.50 5087.159 10631.772 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 T= 42.334 CH= 79.732 A= :369.345 4381 S 39-08-39 W 118.50 4995.255 10556.966 4380 S 39-08-39 W 24.50 4976.254 10541.500 CURVE DELTA= 67-55-59 R= 24.500 L= 29.049 T= 16.505 CH= 27.377 A= -77.705 4379 N 28-47-20 W 24.50 4997.726 10529.701 4936 S 61-12-40 W 14.99 4990.507 10516.56400 4249 N 28-47-20 W 61.50 5044.406 10486.946 CURVE DELTA- 23-55-22 R= 61.500 L= 25.678 T= 13.029 CH= 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.127 10492.163 4378 S 85-08-02 W 32.33 4980.385 10459.950 4244 S 4-51-59 E 31.50 4948.998 10462.622 CURVE DELTA= 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH= 42.688 A= -244.252 4377 S 89-49-18 W 31.50 4948.900 10431.122 Page 2 n 11 4376 S 0-10-42 E 5224 S 89-42-54 W Ella38-1.out 124.65 4824.251 63.78 4823.934 CLOSURE: S 15-39-47 E 0.005 PERIMETER= AREA = 187465.7 SQ. FT. AREA = TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 56-3f3f-X - PGA WEST (440-00) - MIS CONSULTING - ,, �49 `' - 3 %D TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. A PARCEL A (LEGENDS WAY - MAIN ENTRANCE - 107' WIDE) 10431.510 10367.731 7041.49 FT. 4.30362 ACRES JUNE 13, 2000 C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5219 5027.840 10343.879 4364 N 0-10-42 W 4.65 5032.490 10343.865 3024 N 0-10-26 W 171.35 5203.839 10343.345 3022 S 33-51-50 E 41.46 5169.413 10366.447 5218 N 89-49-34 E 30.00 5169.504 10396.447 5203 N 0-10-26 W 246.50 5416.002 10395.699 CURVE DELTA= 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH= 20.181 A= -2.780 5217 S 4-51-58 E 246.50 5170.391 10416.609 5216 N 85-08-02 E 44.49 5174.165 10460.939 5215 N 4-51-58 W 24.50 5198.577 10458.860 CURVE DELTA= 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH= 22.183 A= --39.700 5345 S 58-42-05 E 24.50 5185.849 10479.795 5327 N 4-Sl-58 W 15.33 5201.124 10478.494 5330 N 67-20-00 E 28.01 5211.918 10504.341 5332 S 88-00-00 E 28.90 5210.909 10533.22_1 5333 S 19-40-00 E 14.00 5197.726 10537.935 5334 S 71-40-00 W 4.00 5196.468 10534.138 4937 S 71-40-00 W 298.50 5102.576 10250.789 CURVE DELTA= 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH= 82.656 A= 158.570 4359 N 87-35-00 E 298.50 5115.163 10549.024 4358 S 2-25-00 E 31.48 5083.711 10550.351 4247 N 87-35-00 E 81.50 5087.147 10631.779 CURVE DELTA= 5-50-00 R= 81.500 L= 8.298 T= 4.152 CH= 8.294 A= -0.584 5335 S 81-45-00 W 81.50 5075.453 10551.L22 5336 N 81-45-00 E 4.50 5076.098 10555.5750D 5337 S 10-05-00 E 18.50 5057.884 10558.814 5339 S 57-10-00 W 28.05 5042.675 10535.245 5341 S 88-45-00 W 27.08 5042.085 10508.L72 5343 N 11-40-00 W 15.00 5056.773 10505.139 5344 N 55-45-00 E 2.50 5058.182 10507.205 4249 S 55-45-00 W 24.50 5044.393 10486.954 CURVE DELTA= 60-36-58 R= 24.500 L= 25.920 T= 14.321 CH= 24.728 A= --56.003 4368 N 4-51-58 W 24.50 5068.805 10484.875 5222 S 85-08-02 W 59.40 5063.766 10425.689 5203 N 4-51-58 W 353.50 5415.992 10395.703 CURVE DELTA= 4-41-32 R= 353.500 L= 2£3.950 T= 14.483 CH- 28.942 A= 5.718 5221 S 0-10-26 E 353.50 5062.494 10396.776 Page 3 Ella38-1.out 5220 S 89-49-34 W 30.00 5062.403 10366.776 5219 S 33-30-53 W 41.47 5027.827 10343.873 CLOSURE: N 4-58-12 E 0.013 PERIMETER= 829.47 FT. AREA = 25893.9 SQ. FT. AREA = 0.59444 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. w-±Rzs - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 lliLlGC7-3<JD TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. B PARCEL B (TROON WAY - W'LY & N'LY OF LOT 1 - 37' WIDE) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4375 4824.062 10394.514 4374 N 0-10-42 W 124.72 4948.781 10394.126 4244 N 89-49-18 E 68.50 4948.994 10462.625 CURVE DELTA- 85-18-44 R- 68.500 L= 10L.995 T= 63.113 CH= 92.831 A= 1155.054 4373 N 4-51-58 W 68.50 5017.247 10456.815 4369 N 85-08-02 E 32.33 5019.990 10489.028 4249 N 4-51-58 W 24.50 5044.401 10486.950 CURVE DELTA= 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH= 31.461 A= -123.014 5340 S 84-45-23 E 24.50 5042.162 10511.347 5346 N 88-45-00 E 6.59 5042.306 10517.936 4381 S 39-40-16 E 61.14 4995.245 10556.966 4380 S 39-08-39 W 24.50 4976.244 10541.500 CURVE DELTA= 67-55-59 R= 24.500 L= 29.049 T= 16.505 CH= 27.377 A= --77.705 4379 N 28-47-20 W 24.50 4997.716 10529.'701. 4936 S 61-12-40 W 14.99 4990.497 10516.564 4249 N 28-47-20 W 61.50 5044.396 10486.947 CURVE DELTA= 23-55-22 R= 61.500 L= 25.678 T= 13.029 CH= 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.117 10492.L63 4378 S 85-08-02 W 32.33 4980.375 10459.950 4244 S 4-51-59 E 31.50 4948.988 10462.622O0 CURVE DELTA= 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH= 42.688 A= -244.252 4377 S 89-49-18 W 31.50 4948.890 10431.122 4376 S 0-10-42 E 124.65 4824.241 10431.510 4375 S 89-42-54 W 37.00 4824.057 10394.511. CLOSURE: N 32-26-25 E 0.006 PERIMETER== 671.54 FT. AREA = 10581.3 SQ. FT. AREA = 0.24291 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. C PARCEL C (LEGENDS WAY, EXCL'G ENTR. PAR. A - @ FRONT OF LOTS 2-37 & PAR. I) C 0 0 R I) I N A T E S COURSE BEARING DISTANCE NORTH EAST Page 4 0 Ella38-1.out START- 5346 5042.307 10517.941 5339 N 88-45-00 E 17.31 5042.685 10535.247 5338 N 57-10-00 E 25.11 5056.299 10556.346 4247 N 67-45-10 E 81.50 5087.156 10631.779 CURVE DELTA= 67-55-36 R= 81.500 L= 96.622 T= 54.897 CH= 91.062 A= -859.641 4354 S 0-10-26 E 81.50 5005.656 10632.026 4353 N 89-49-34 E 737.41 5007.894 11369.433 4297 N 0-10-26 W 300.00 5307.893 11368.522 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH= 315.409 A= -9569.597 4352 S 63-36-08 E 300.00 5174.512 11637.241 4351 N 26-23-52 E 61.50 5229.600 11664.584 4294 N 63-36-08 W 300.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 T= 70.839 CH= 137.885 A= -740.079 4350 N 89-49-34 E 300.00 5363.890 11695.864 4655 N 0-10-26 W 256.50 5620.389 11695.085 4949 N 89-49-34 E 37.00 5620.501 11732.085 4386 S 0-10-26 E 256.50 5364.003 11732.864 4294 S 89-49-34 W 337.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 337.000 L= 156.288 T= 79.575 CH= 154.891 A= 933.890 4385 S 63-36-08 E 337.00 5213.150 11697.726 4384 S 26-23-52 W 61.50 5158.062 11670.383 4297 N 63-36-08 W 337.00 5307.893 11368.522 CURVE DELTA= 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH= 354.310 A= 120V5.662 4383 S 0-10-26 E 337.00 4970.894 11369.545 4382 S 89-49-34 W 737.41 4968.656 10632.138 4247 N 0-10-26 W 118.50 5087.156 10631.779 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 T= 42.334 CH= 79.732 A= 369.345 4381 S 39-08-39 W 118.50 4995.252 10556.973 5346 N 39-40-16 W 61.14 5042.312 10517.942.00 CLOSURE: S 12-12-27 W 0.005 PERIMETER== 3429.92 FT. AREA = 61816.9 SQ. FT. AREA = 1.41912 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. ee-1 - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. D PARCEL D (MUIRFIELD VILLAGE - W'LY OF PAR. I, LOTS P,38,39, t 69-77) COURSE BEARING START- 5328 5215 S 79-37-01 W CURVE DELTA= 12-17-01 T= 2.636 5214 N 67-20-00 E 5209 N 22-40-00 W 4252 S 67-20-00 W CURVE DELTA= 10-39-55 T= 27.396 4408 N 56-40-05 E DISTANCE 24.50 R= 24.500 CH= 5.242 24.50 10.79 293.50 R= 293.500 CH= 54.554 293.50 Page 5 C O O R D I N A T E S NORTH EAST 5202.991 10482.961. 5198.575 10458.863 L= 5.253 A= -0.492 5208.017 10481.470 5217.973 10477.312 5104.867 10206.481. L= 54.633 A=--46.220 5266.142 .10451.'101. Ella38-1.out 4407 N 33-19-55 W 114.28 5361.623 10388.905 4255 N 56-40-05 E 98.50 5415.748 10471.202 CURVE DELTA= 33-09-29 R= 98.500 L= 57.004 T= 29.325 CH- 56.212 A= 154.104 4406 S 89-49-34 W 98.50 5415.449 10372.703 4933 N 0-10-26 W 135.00 5550.449 10372.293 4922 N 89-49-34 E 118.50 5550.808 10490.792 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH= 50.275 A= 90.602 4932 N 65-40-45 W 118.50 5599.612 10382.809 4924 N 65-40-45 W 81.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 81.500 L= 69.685 T= 37.133 CH= 67.581 A= -333.568 4931 N 65-19-53 E 81.50 5667.193 10382.604 4926 N 65-19-53 E 118.50 5716.651 10490.289 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH- 50.275 A= 90.602 4930 S 89-49-34 W 118.50 5716.292 10371.790 4959 N 0-10-26 W 832.08 6548.368 10369.264 4419 N 89-49-34 E 37.00 6548.480 10406.264 4929 S 0-10-26 E 832.08 5716.404 10408.789 4926 N 89-49-34 E 81.50 5716.651 10490.289 CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= -42.856 4928 S 65-19-53 W 81.50 5682.636 10416.227 4924 S 65-19-53 W 118.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 118.500 L= 10L.321 T= 53.990 CH= 98.262 A= '705.191 4935 S 65-40-45 E 118.50 5584.374 10416.525 4922 S 65-40-45 E 81.50 5550.808 10490.7921111 CURVE DELTA= 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= --42.856 4934 S 89-49-34 W 81.50 5550.561 10409.293 4319 S 0-10-26 E 135.00 5415.561 10409.703 4255 N 89-49-34 E 61.50 5415.748 10471.202 CURVE DELTA= 37-49-34 R= 61.500 L= 40.602 T= 21.072 CH= 39.868 A= -88.737 4363 S 52-00-00 W 61.50 5377.885 10422.740 4362 S 38-00-00 E 82.00 5313.268 10473.224 4252 S 52-00-00 W 338.50 5104.867 10206.482 CURVE DELTA= 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH- 90.318 A= :182.357 4361 N 67-20-00 E 338.50 5235.314 10518.837 4360 S 22-40-00 E 19.18 5217.616 10526.229 4937 S 67-20-00 W 298.50 5102.583 10250.784 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.067 10528.873 5330 N 88-00-00 W 24.55 5211.924 10504.336 5328 S 67-20-00 W 23.17 5202.995 10482.957 CLOSURE: S 43-17-23 E 0.006 PERIMETER== 2842.28 FT. AREA = 52033.1 SQ. FT. AREA = 1.19452 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. °^tee--:vX - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 o,�GY�G' 35/0 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. G Page 6 0 Ella38-1.out PARCEL G (LANDSCAPE STRIP BETWEEN PAR. H & PAR. B) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5224 4823.928 10367.732 5225 N 88-05-3C W 1160.00 4862.557 9208.376 CURVE DELTA= 7-32-38 R= 1160.000 L- 152.732 T= 76.477 CH= 152.622 A= -255.727 5226 N 84-21-52 E 1160.00 4976.470 10362.769 5227 N 89-49-18 E 8.03 4976.495 10370.799 5228 N 0-10-42 W 8.00 4984.495 10370.774 5229 N 89-49-18 E 8.00 4984.519 10378.774 5230 N 89-49-18 E 49.00 4984.672 10427.774 CURVE DELTA= 85-18-44 R= 49.000 L= 72.960 T= 45.146 CH- 66.404 A= 591.033 5231 N 4-51-58 W 49.00 5033.495 10423.617 5232 N 85-08-02 E 7.00 5034.089 10430.592 5233 N 4-51-58 W 8.00 5042.060 10429.913 5234 N 85-08-02 E 8.00 5042.739 10437.885 5235 N 4-51-58 W 8.00 5050.710 10437.206 5236 N 85-08-02 E 56.00 5055.460 10493.004 5237 S 4-51-58 E 8.00 5047.489 10493.683 5342 N 85-08-02 E 13.19 5048.608 10506.825 5341 S 11-40-00 E 6.65 5042.095 10508.17000 5340 N 88-45-00 E 3.18 5042.165 10511.349 4249 N 84-45-23 W 24.50 5044.404 10486.952 CURVE DELTA= 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH= 31.461 A= :L23.014 4369 S 4-51-58 E 24.50 5019.992 10489.030 4373 S 85-08-02 W 32.33 5017.250 10456.816 4244 S 4-51-58 E 68.50 4948.997 10462.627 CURVE DELTA= 85-18-44 R= 68.500 L= 10L.995 T= 63.113 CH= 92.831 A= -1L55.054 4374 S 89-49-18 W 68.50 4948.783 10394.127 4375 S 0-10-42 E 124.72 4824.064 10394.516 5224 S 89-42-54 W 26.78 4823.931 10367.736 CLOSURE: S 56-07-54 W 0.004 PERIMETER== 687.73 FT. AREA = 8670.8 SQ. FT. AREA = 0.19905 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 69 QQ - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. H PARCEL H (LANDSCAPE STRIP - S-LY OF ENTR. PAR. A & ADJACENT TO MADISON ST.) COURSE BEARING START- 5223 5219 N 0-10-42 W 5220 N 33-30-53 E 5221 N 89-49-34 E 5203 N 0-10-26 W CURVE DELTA= 4-41-32 T= 14.483 5222 S 4-51-58 E DISTANCE 51.43 41.47 30.00 353.50 R= 353.500 CH= 28.942 353.50 Page 7 C O O R D I N A T E S NORTH EAST 4976.407 10344.039 5027.836 10343.879 5062.412 10366.777 5062.503 10396.777 5416.001 10395.704 L= 28.950 A= -5.718 5063.775 10425.691 Ella38-1.out 4368 N 85-08-02 E 59.40 5068.814 10484.876 4249 S 4-51-58 E 24.50 5044.402 10486.955 CURVE DELTA= 60-36-58 R= 24.500 L= 25.920 T= 14.321 CH= 24.726 A= 56.003 5344 N 55-45-00 E 24.50 5058.191 10307.206 5343 S 55-45-00 W 2.50 5056.784 10505.140 5342 S 11-40-00 E 8.35 5048.607 10506.828 5237 S 85-08-02 W 13.19 5047.488 10493.686 5236 N 4-51-58 W 8.00 5055.459 10493.007 5235 S 85-08-02 W 56.00 5050.709 10437.209 5234 S 4-51-58 E 8.00 5042.737 10437.888 5233 S 85-08-02 W 8.00 5042.059 10429.916 5232 S 4-51-58 E 8.00 5034.088 10430.595 5231 S 85-08-02 W 7.00 5033.494 10423.620 5230 S 4-51-58 E 49.00 4984.670 10427.777 CURVE DELTA= 85-18-44 R= 49.000 L= 72.960 T= 45.146 CH= 66.404 A= -591.035 5229 S 89-49-18 W 49.00 4984.518 10378.777 5228 S 89-49-18 W 8.00 4984.493 10370.777 5227 S 0-10-42 E 8.00 4976.493 10370.80200 5223 S 89-49-18 W 26.76 4976.410 10344.042 CLOSURE: S 42-06-34 W 0.004 PERIMETER= 471.93 FT. AREA = 5708.7 SQ. FT. AREA = 0.13105 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. B6-#3fX-- PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 aDG2� -34/D TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. I PARCEL I (LANDSCAPE LOT - ADJOINING PARS. A, C, D, LOTS 37, P & Q) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH= 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 5337 N 57-10-00 E 2.94 5057.892 10558.812 5336 N 10-05-00 W 18.50 5076.106 10555.573 5335 S 81-45-00 W 4.50 5075.460 10551.119 4247 N 81-45-00 E 81.50 5087.155 10631.776 CURVE DELTA= 5-50-00 R= 81.500 L= 8.298 T= 4.152 CH- 8.294 A= 0.584 4358 S 87-35-00 W 81.50 5083.718 10550.348 4359 N 2-25-00 W 31.48 5115.170 10549.021 4937 S 87-35-00 W 298.50 5102.584 10250.787 CURVE DELTA= 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH= 82.656 A= --158.570 5334 N 71-40-00 E 298.50 5196.475 10534.135 5333 N 71-40-00 E 4.00 5197.734 10537.932 5332 N 19-40-00 W 14.00 5210.917 10533.221 5331 N 88-00-00 W 4.35 5211.069 10528.873 4937 S 68-41-20 W 298.50 5102.584 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 4360 N 67-20-00 E 298.50 5217.617 10526.229 Page 8 Ella38-1.out 2664 N 74-10-22 E 10.16 5220.388 10536.004 2560 N 74-10-22 E 100.00 5247.662 10632.213 CURVE DELTA- 44-59-57 R= 100.000 L= 78.538 T= 41.421 CH= 76.535 A= -391.436 4672 S 29-10-25 W 100.00 5160.347 10583.467 4355 S 0-10-26 E 139.14 5021.208 10583.889 CLOSURE: S 1-54-44 E 0.003 PERIMETER== 451.08 FT. AREA = 5065.7 SQ. FT. AREA = 0.11629 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 0,n - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 aa�o �vo TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. J LID PARCEL J (LANDSCAPE & TUNNEL PAR. J - N'LY OF LNDSCP. PAR. K) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5326 5197.762 10478.783 5242 S 85-08-02 W 4.50 5197.380 10474.299 5243 S 4-51-58 E 8.00 5189.409 10474.978 5244 S 85-08-02 W 35.00 5186.440 10440.104 5245 N 4-51-58 W 8.00 5194.411 10439.425 5246 S 85-08-02 W 8.00 5193.733 10431.454 5247 N 4-51-58 W 8.00 5201.704 10430.775 5248 N 4-51-5B W 44.00 5245.545 10427.043 CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 T= 48.580 CH= 65.224 A= 652.962 5249 N 89-12-05 W 44.00 5246.159 10383.047 5250 N 89-12-05 W 8.00 5246.270 10375.048 5251 N 0-47-55 E 8.00 5254.269 10375.160 5252 N 89-12-05 W 8.03 5254.381 10367.130 5253 N 89-35-47 W 1160.00 5262.553 9207.159 CURVE DELTA= 6-19-00 R= 1160.000 L= 127.886 T= 64.008 CH= 127.821 A= -150.164 5254 N 84-05-13 E 1160.00 5382.055 10360.987 5255 N 84-05-13 E 840.00 5468.591 11196.518 CURVE DELTA= 2-16-58 R= B40.000 L= 33.467 T= 16.736 CH- 33.465 A= 3.718 4947 S 86-22-11 W 840.00 5415.404 10358.203 4406 N 89-49-34 E 14.50 5415.448 10372.703 4255 N 89-49-34 E 98.50 5415.747 10471.203 CURVE DELTA= 33-09-29 R= 98.500 L= 57.004 T= 29.325 CH= 56.212 A= -154.104 4407 S 56-40-05 W 98.50 5361.622 10388.906 4408 S 33-19-55 E 114.28 5266.141 10451.702 4252 S 56-40-05 W 293.50 5104.866 10206.482 CURVE DELTA= 10-39-55 R= 293.500 L= 54.633 T= 27.396 CH= 54.554 A= 46.220 5209 N 67-20-00 E 293.50 5217.972 10477.313 5214 S 22-40-00 E 10.79 5208.016 10481.471 5215 S 67-20-00 W 24.50 5198.574 10458.863 CURVE DELTA= 12-17-01 R= 24.500 L= 5.253 T= 2.636 CH= 5.242 A= 0.492 5326 N 79-37-01 E 24.50 5202.990 10482,962 5327 S 67-20-00 W 4.84 5201.124 10478.496 5326 S 4-51-58 E 3.38 - 5197.757 10478.783 Page 9 Ella38-1.cut CLOSURE: N 2-31-28 E 0.006 PERIMETER=• 595.03 FT. AREA = 12119.7 SQ. FT. AREA = 0.27823 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 04-H*H - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 �GGO-3yD TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. K 0� PARCEL K (LANDSCAPE PARCEL N'LY OF ENTR. PAR. A & ADJACENT TO MADISON ST.) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 3022 5169.411 10366.449 3024 N 33-51-50 W 41.46 5203.938 10343.347 5239 N 0-10-26 W 50.87 5254.708 10343.193 5251 S 89-12-05 E 31.97 5254.262 10375.159 5250 S 0-47-55 W 8.00 5246.263 10375.048 5249 S 89-12-05 E 8.00 5246.151 10383.04'? 5248 S 89-12-05 E 44.00 5245.538 10427.043 CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 T= 48.580 CH= 65.224 A= -652.962 5247 S 4-51-58 E 44.00 5201.697 10430.775 5246 S 4-51-58 E 8.00 5193.726 10431.454 5245 N 85-08-02 E 8.00 5194.404 10439.425 5244 S 4-51-58 E 8.00 5186.433 10440.104 5243 N 85-08-02 E 35.00 5189.402 10474.978 5242 N 4-51-58 W 8.00 5197.373 10474.299 5326 N 85-08-02 E 4.50 5197.755 10478.783 5345 S 4-51-58 E 11.96 5185.838 10479.797 5215 N 58-42-05 W 24.50 5198.566 10458.863 CURVE DELTA= 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH= 22.183 A= 39.700 5216 S 4-51-58 E 24.50 5174.154 10460.941 5217 S 85-08-02 W 44.49 5170.380 10416.611 5203 N 4-51-58 W 246.50 5415.992 10395.701 CURVE DELTA= 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH= 20.181 A= 2.780 5218 S 0-10-26 E 246.50 5169.493 10396.449 3022 S 89-49-34 W 30.00 5169.402 10366.450 CLOSURE: N 1-23-31 W 0.009 PERIMETEF'= 414.92 FT. AREA = 5579.4 SQ. FT. AREA = 0.12809 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 86--)UH - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 187465.7 SQ.FT. TOTAL LOT AREA = 187469.4 ACRES 4.30362 ACRES 4.30371 TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 9A XXX PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �7GcD-3S�L TRACT NO.: 28838-1 PARCEL B EXCEPTION Page 10 Ella38-Lout C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5213 5051.339 10510.451 5346 S 39-40-16 E 11.73 5042.310 10517.939 5340 S 88-45-00 W 6.59 5042.166 10511.350 4249 N 84-45-23 W 24.50 5044.405 10486.953 CURVE DELTA= 21-41-25 R= 24.500 L= 9.27E T= 4.694 CH= 9.220 A= -2.694 5213 N 73-33-12 E 24.50 5051.342 10510.45000 CLOSURE: S 3-00-34 E 0.003 PERIMETER= 27.60 FT. AREA = 27.6 SQ. FT. AREA = 0.00063 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 90 XYX - PGA WEST (440-00) - MIS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL D EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5210 5200.270 10484.706 5329 N 22-40-00 W 3.18 5203.204 10483.480 5330 N 67-20-00 E 22.61 5211.917 10504.344 5347 S 88-00-00 E 7.63 5211.651 10511.969 5210 S 67-20-00 W 29.54 5200.267 10484.711 CLOSURE: N 63-58-04 W 0.006 PERIMETER 62.96 FT. AREA = 83.0 SQ. FT. AREA = 0.00191 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. '6b"X-XX - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 o�OOO TRACT NO.: 28838-1 PARCEL D, INCLUSION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5214 5208.017 10481.470 5329 S 22-40-00 E 5.21 5203.209 10493.478 5328 S 67-20-00 W 0.56 5202.993 10482.961 5215 S 79-37-01 W 24.50 5198.578 10458.862 CURVE DELTA- 12-17-01 R= 24.500 L= 5.253 T= 2.636 CH= 5.242 A= -0.492 5214 N 67-20-00 E 24.50 5208.019 10481.470 CLOSURE: S 2-15-59 E 0.003 PERIMETER== 11.02 FT. AREA = 1.0 SQ. FT. AREA = 0.00002 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. -89 3G','X - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 �o�flc� -_3 SAD TRACT NO.: 28838-1 PARCEL D, INCLUSION B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4360 5217.611 10526.230 Page 11 C Ella38-1.out 4937 S 67-20-00 W 298.50 5102.579 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.063 10528.874 5347 N 88-00-00 W 16.92 5211.653 10511.96400 4360 N 67-20-00 E 15.46 5217.611 10526.230 CLOSURE: S 89-17-33 W 0.000 PERIMETER== 39.44 FT. AREA = 54.7 SQ. FT. AREA = 0.00126 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 06-XX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL G EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5238 5048.961 10511.025 4249 S 79-16-38 W 24.50 5044.402 10486.953 CURVE DELTA= 15-57-59 R= 24.500 L= 6.827 T= 3.436 CH= 6.805 A= 1.078 5340 S 84-45-23 E 24.50 5042.163 10511.350 5341 S 88-45-00 W 3.18 5042.094 10508.171 5342 N 11-40-00 W 6.65 5048.607 10506.826 5238 N 85-08-02 E 4.21 5048.964 10511.021 CLOSURE: S 53-22-43 E 0.005 PERIMETER= 20.87 FT. AREA = 25.8 SQ. FT. AREA = 0.00059 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. ee� - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL H EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5238 5048.961 10511.025 5342 S 85-08-02 W 4.21 5048.604 10506.830 5343 N 11-40-00 W 8.35 5056.781 10505.142 5344 N 55-45-00 E 2.50 5058.188 10507.208 4249 S 55-45-00 W 24.50 5044.399 10486.957 CURVE DELTA= 23-31-38 R= 24.500 L= 10.060 T= 5.102 CH= 9.990 A= 3.434 5238 N 79-16-38 E 24.50 5048.958 10511.029 CLOSURE: N 52-55-45 W 0.005 PERIMETER= 25.12 FT. AREA = 33.1 SQ. FT. AREA = 0.00076 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ.-B� - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL I, EXCEPTION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4360 5217.611 10526.23000 Page 12 Ella38-Lout 4937 S 67-20-00 W 298.50 5102.579 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.063 10528.874 5332 S 88-00-00 E 4.35 5210.911 10533.222 5333 S 19-40-00 E 14.00 5197.728 10537.933 5334 S 71-40-00 W 4.00 5196.470 10534.136 4937 S 71-40-00 W 298.50 5102.578 10250.787 CURVE DELTA= 2-58-40 R= 298.500 L= 15.514 T= 7.759 CH= 15.512 A= -1.042 5331 N 68-41-20 E 298.50 5211.062 10528.876 4937 S 68-41-20 W 298.50 5102.578 10250.787 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 4360 N 67-20-00 E 298.50 5217.611 10526.232 CLOSURE: N 75-05-13 W 0.002 PERIMETER== 51.99 FT. AREA = 58.2 SQ. FT. AREA = 0.00134 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 6, f - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL I, EXCEPTION B C O O R D I N A T E S COURSE SEARING DISTANCE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH- 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 4247 N 67-45-10 E 81.50 5087.154 10631.775 CURVE DELTA= 13-59-50 R= 81.500 L= 19.910 T= 10.005 CH= 19.861 A= 8.046 5335 S 81-45-00 W 81.50 5075.459 10551.118 5336 N 81-45-00 E 4.50 5076.105 10555.571 5337 S 10-05-00 E 18.50 5057.891 10558.810 5338 S 57-10-00 W 2.94 5056.297 10556.340 4247 N 67-45-10 E 81.50 5087.153 10631.773 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH= 44.614 A= -92.924 4355 S 35-58-59 W 81.50 5021.204 10583.888 CLOSURE: N 54-37-48 E 0.002 PERIMETER= 136.23 FT. AREA = 77.4 SQ. FT. AREA = 0.00178 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. vo PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL J EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST00 START- 5241 5198.152 10483.359 5326 S 85-08-02 W 4.59 5197.762 10478.785 5327 N 4-51-58 W 3.38 5201.130 10478.499 5328 N 67-20-00 E 4.84 5202.995 10482.965 Page 13 E Ella38-1.out 5215 S 79-37-01 W 24.50 CURVE DELTA= 11-22-25 R= 24.500 T= 2.440 CH- 4.855 5241 S 89-00-34 E 24.50 5198.580 10458.866 L= 4.863 A= 0.391 5198.156 10483.362 CLOSURE: S 38-02-53 W 0.006 PERIMETER== 17.67 FT. AREA = 19.3 SQ. FT. AREA = 0.00044 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 66-*X-K - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 a0-,90 TRACT NO.: 28838-1 PARCEL K EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5241 5198.152 10483.359 5215 N 89-00-34 W 24.50 5198.575 10458.863 CURVE DELTA= 30-18-29 R= 24.500 L= 12.960 T= 6.635 CH= 12.809 A= 7.301 5345 S 58-42-05 E 24.50 5185.848 10479.797 5326 N 4-51-58 W 11.96 5197.764 10478.783 5241 N 85-08-02 E 4.59 5198.154 10483.356 CLOSURE: S 53-59-57 E 0.004 PERIMETER- 29.51 FT. AREA = 34.8 SQ. FT. AREA = 0.00080 ACRESDO LOT ACREAGE FOR TRACT 28838-1 PAGE 1 LOT LINE ADJ. 6d-3FX* - PGA WEST (440-00) - MDS CONSULTING -- JUNE 13, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) PERIMETER BURY A 0.594 25893.9 829.47 BURY B 0.243 10581.3 671.54 BDRY C 1.419 61816.9 3429.92 BDRY D 1.195 32033.1 2842.28 BDRY G 0.199 8670.8 * 687.73 BDRY H 0.131 5708.7 * 471.93 BDRY I 0.116 5065.7 * 451.08 BDRY J 0.278 12119.7 595.03 BDRY K 0.128 5579.4 * 414.92 11000 Traverse Analysis and Checking (PTRAV) LOT LINE ADJ. &4-X-XX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 DATE: 6/13/** TIME: 12:05 POINT FILE: 1891 POINTS= 6000 DIRECTORY PATH: DATA FILE: 28838-1.P Page 14 Ella38-Lout PARCEL AAA'^ -- LOT UN' APP- C- et)�.�trdrq�`�G qNo. E JUST CC p M�NTNo. B�MMUN/ry0, � OPPI CU/NT �� F bi A AtE P TMFNt �a Page 15 0 I TQAKill CAAITTAI 79-799 Old Avenue 52 To: City of La Quinta, Community Dev. Date: August 22, 2000 La Quinta, CA 92253 Address: 78-495 Calle Tampico Job #: 440-00 VOICE:760-771-4013 La Quinta, CA 92253 FAX: 760-771-4073 Attention: Leslie Mouriquand Subject: LLA-2000-340 E-MAIL: mdslaauinta(dtmdsconsultina.net From: Victor Villeneuve cc: File NO. OF ITEMS: DESCRIPTION: 1 Ea Originals - Exhibit "A" and Exhibit "B", LLa-2000-340 THE ABOVE ITEMS MESSAGE: ARE SUBMITTED: Q AT YOUR REQUEST FOR YOUR REVIEW FOR YOUR FILES Leslie: FOR YOUR APPROVAL Chris verified that Licensed Land Surveyor's stamp and seal only required on FOR YOUR USE I one page rl FOR YOUR INFO THE ABOVE ITEMS ARE TRANSMITTED: R HEREWITH FZ VIA DELIVERY r] UNDER SEPARATE COVER E(MV AUG 2 2 2000 D CITY OF LAQUINTA PLANNING DEPARTMENT RECEIPT City of La Quinta, 78-495 Calle Tampico, P DATE RECEIVED ADDRESS Box 1504, La Quinta CA 92253 _, 20 4 4 9 3 MDs Planners • Engineers • Surveyors 79-799 Old Avenue 52 La Quinta, CA 92253 August 22, 2000 Ms. Leslie Mouriquand Community Development Department CITY OF LA QUINTA 78-495 Calle Tampico La Quinta, CA 92253 Re: LLA-2000-340, Assessor's Parcel Numbers Dear Ms. Mouriquand: 760/771.4013 FAX 771-4073 The following is a list of the corrected Assessor's Parcel Numbers for lots A,H,K,B,C,D,G,I,& J, Lot 761-670-025 Lot H 761-670-028 Lot K 761-690-047 Lot B 761-670-025 Lot C 761-670-025 Lot D 761-690-048 Lot G 761-670-028 Lotl 761-670-010 Lot 761-690-047 Also, attached is a copy of the fax I received from Fidelity National Title Company. If you need further information please contact me at (760) 771-4013. Thank you for your assistance. Regards, Victor Villeneuve GA44000WPNcorr.d0c M®s Morse Dokich Schultz 79-799 Old Avenue 52 La Qulnta, CA 92253 VOICE: 760-7714013 FAX: 760-7714073 E-MAIL: mdslaauinta0mtlsconsultina.net NO. OF ITEMS: DESCRIPTION: THE ABOVE ITEMS ARE SUBMITTED: AT YOUR REQUEST FOR YOUR REVIEW r] FOR YOUR FILES IF FOR YOUR APPROVAL FOR YOUR USE FOR YOUR INFO THE ABOVE ITEMS ARE TRANSMITTED: HEREWITH VIA DELIVERY id. UNDER SEPARATE COVER MESSAGE: TDAAICAAITTAI To: City of La Quinta, Community Dev. Date: August 22, 2000 Address: 78-495 Calle Tampico Job #: 440-00 La Quinta, CA 92253 Attention: Leslie Mouriquand Subject: LLA-2000-340 From: Victor Villeneuve cc: File Parcel Numbers National Title m 08/08/00 14:56 FAX 949 719 4976 RIELLY HOMES 08l08i"L& ii. rase r� 'Fev l9 497� RIB±•i•Y 801�5 SWI as le® 22.3pM �1Cllt 1�T&�J.O1'Title COrxl�aa�y y 0 LL.j �uo, vu PAS/OOZ P. Va Jam awm ta0mommr '7 (a t - CAI) ' UMT7 -761. k-zo •.0ZS 63�0416 Toil Pm Q10tp Ye0i6L1 ■ M ( ®7Am lill 1�A��11111�0 �fyo a rnfa P. O. Box 1504 La Quinta, CA 92253 Attn: James Lindsey MAP CHECKING LOG LLA 00-340 RECEIVED RETURNED INCH)) FIRST CHECK: Wednesday, 7/26/00 Monday, 7/31/00 Sent documents with corrections to MDS Consulting via Fed Ex. SECOND CHECK: THIRD CHECK: COMMENTS: As this is a quick turn- around map check, I sent one invoice for the total project with approval. Thanks, Eric (760) 738-8709 RASA 534 RANCHO TERRACE ESCONDIDO, CA 92026 IY3 J Ella38-1.out TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MIS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID : BDRY LLA NO. 00-XXX BOUNDARY (LOTS A,B,C,D,G,H,I,J & K OF AMENDED TR. 28838-1) COURSE BEARING START- 5224 5225 N 88-05-30 W CURVE DELTA- 7-32-38 T= 76.477 5226 N 84-21-52 E 5223 S 89-49-18 W 4364 N 0-10-42 W 5239 N 0-10-26 W 5252 S 89-12-05 E 5253 N 89-35-47 W CURVE DELTA- 6-19-00 T= 64.008 5254 N 84-05-13 E 5255 N 84-05-13 E CURVE DELTA= 2-16-58 T= 16.736 4947 S 86-22-11 W 4406 N 89-49-34 E 4933 N 0-10-26 W 4922 N 89-49-34 E CURVE DELTA- 24-29-41 T= 25.723 4932 N 65-40-45 W 4924 N 65-40-45 W CURVE DELTA- 48-59-22 T= 37.133 4931 N 65-19-53 E 4926 N 65-19-53 E CURVE DELTA- 24-29-41 T= 25.723 4930 S 89-49-34 W 4959 N 0-10-26 W 4419 N 89-49-34 E 4929 S 0-10-26 E 4926 N 89-49-34 E CURVE DELTA= 24-29-41 T= 17.691 4928 S 65-19-53 W 4924 S 65-19-53 W CURVE DELTA= 48-59-22 T= 53.990 4935 S 65-40-45 E 4922 S 65-40-45 E CURVE DELTA- 24-29-41 T= 17.691 4934 S 89-49-34 W 4319 S 0-10-26 E 4255 N 89-49-34 E CURVE DELTA= 37-49-34 DISTANCE 1160.00 R= CH= 1160.00 18.73 56.09 222.22 23.94 1160.00 R= CH= 1160.00 840.00 R= CH= 840.00 14.50 135.00 118.50 R= CH= 118.50 81.50 R= CH- 81.50 118.50 R= CH= 118.50 832.08 37.00 832.08 81.50 R= CH= 81.50 118.50 R= CH= 118.50 81.50 R= CH= 81.50 135.00 61.50 R= 61.500 Page 1 1160.000 152.622 1160.000 127.821 840.000 33.465 118.500 50.275 81.500 67.581 118.500 50.275 81.500 34.578 118.500 98.262 81.500 34.578 C O O R D I N A T E S NORTH EAST 4823.928 10367.732 4862.557 9208.376 L= 152.732 A=-255.727 4976.470 10362.769 4976.411 10344.039 5032.501 10343.864 5254.720 10343.190 5254.386 10367.128 5262.558 9207.157 L= 127.886 A=-150.164 5382.060 10360.985 5468.596 11196.515 L= 33.467 A= 3.718 5415.409 10358.201 5415.453 10372.701 5550.452 10372.291 5550.812 10490.790 L= 50.660 A= 90.602 5599.616 10382.807 5633.181 10308.540 L= 69. 685 A=-333.568 5667.197 10382.602 5716.655 10490.287 L= 50.660 A= 90.602 5716.295 10371.788 6548.372 10369.262 6548.484 10406.262 5716.408 10408.788 5716.655 10490.287 L= 34.842 A=-42.856 5682.639 10416.225 5633.181 10308.540 L= 101.321 A= 705.191 5584.377 10416.523 5550.812 10490.790 L= 34.842 A=-42.8561-1-_l 5550.565 10409.291 5415.565 10409.701 5415.752 10471.200 L= 40.602 Ella38-1.out T= 21.072 CH- 39.868 A= -88.737 4363 S 52-00-00 W 61.50 5377.889 10422.738 4362 S 38-00-00 E 82.00 5313.272 10473.222 4252 S 52-00-00 W 338.50 5104.870 10206.480 CURVE DELTA= 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH= 90.318 A= 1B2.357 4361 N 67-20-00 E 338.50 5235.318 10518.835 4360 .S 22-40-00 E 19.18 5217.619 10526.227 2664 N 74-10-22 E 10.16 5220.390 10536.001 2560 N 74-10-22 E 100.00 5247.664 10632.210 CURVE DELTA= 44-59-57 R= 100.000 L= 78.538 T= 41.421 CH= 76.535 A= -391.436 4672 S 29-10-25 W 100.00 5160.349 10583.465 4355 S 0-10-26 E 139.14 5021.210 10583.887 4247 N 35-58-59 E 81.50 5087.159 10631.772 CURVE DELTA- 36-09-25 R= 81.500 L= 51.431 T= 26.604 CH- 50.582 A= -136.361 4354 S 0-10-26 E 81.50 5005.660 10632.019 4353 N 89-49-34 E 737.41 5007.898 11369.426 4297 N 0-10-26 W 300.00 5307.896 11368.515 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH- 315.409 A= -9569.597 4352 S 63-36-08 E 300.00 5174.516 11637.234 4351 N 26-23-52 E 61.50 5229.603 11664.577 4294 H 63-36-08 W 300.00 5362.983 11395.858 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 T= 70.839 CH- 137.885 A= -740.079 4350 N 89-49-34 E 300.00 5363.894 11695.857 4655 N 0-10-26 W 256.50 5620.393 11695.078 4949 N 89-49-34 E 37.00 5620.505 11732.079 4386 S 0-10-26 E 256.50 5364.006 11732.857 4294 S 89-49-34 W 337.00 5362.983 11395.858 CURVE DELTA- 26-34-18 R= 337.000 L= 156.288 T= 79.575 CH= 154.891 A= 933.B90 4385 S 63-36-08 E 337.00 5213.153 11697.719 4384 S 26-23-52 W 61.50 5158.066 11670.376 4297 N 63-36-08 W 337.00 5307.896 11368.515 CURVE DELTA= 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH= 354.310 A= 12075.662 4383 S 0-10-26 E 337.00 4970.898 11369.538 4382 S 89-49-34 W 737.41 4968.660 10632.132 4247 N 0-10-26 W 118.50 5087.159 10631.772 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 T= 42.334 CH= 79.732 A= 369.345 4381 S 39-08-39 W 118.50 4995.255 10556.966 4380 S 39-08-39 W 24.50 4976.254 10541.500 CURVE DELTA- 67-55-59 R= 24.500 L= 29.049 T= 16.505 CH= 27.377 A= -77.705 4379 N 28-47-20 W 24.50 4997.726 10529.701 4936 S 61-12-40 W 14.99 4990.507 10516.5641-' 4249 N 28-47-20 W 61.50 5044.406 10486.946 CURVE DELTA= 23-55-22 R= 61.500 L= 25.678 T= 13.029 CH- 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.127 10492.163 4378 S 85-08-02 W 32.33 49B0.385 10459.950 4244 S 4-51-59 E 31.50 4948.998 10462.622 CURVE DELTA- 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH= 42.688 A= -244.252 4377 S 89-49-18 W 31.50 4948.900 10431.122 Page 2 Ella3B-L out 4376 S 0-10-42 E 124.65 4824.251 10431.510 5224 S 89-42-54 W 63.78 4823.934 10367.731 CLOSURE: S 15-39-47 E 0.005 PERIMETER= 7041.49 FT. AREA = 187465.7 SQ. FT. AREA = 4.30362 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. A PARCEL A (LEGENDS WAY - MAIN ENTRANCE - 107' WIDE) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5219 5027.840 10343.879 4364 N 0-10-42 W 4.65 5032.490 10343.865 3024 N 0-10-26 W 171.35 5203.839 10343.345 3022 S 33-51-50 E 41.46 5169.413 10366.447 5218 N 89-49-34 E 30.00 5169.504 10396.447 5203 N 0-10-26 W 246.50 5416.002 10395.699 CURVE DELTA- 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH- 20.181 A= -2.780 5217 S 4-51-58 E 246.50 5170.391 10416.609 3216 N 85-08-02 E 44.49 5174.165 10460.939 5215 N 4-51-58 W 24.50 5198.577 10458.860 CURVE DELTA- 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH- 22.183 A= -39.700 5345 S 58-42-05 E 24.50 5185.849 10479.795 5327 N 4-51-58 W 15.33 5201.124 10478.494 5330 N 67-20-00 E 28.01 5211.918 10504.341 5332 S 88-00-00 E 28.90 5210.909 10533.223 5333 S 19-40-00 E L4.00 5197.726 10537.935 5334 S 71-40-00 W 4.00 5196.468 10534.138 4937 S 71-40-00 W 298.50 5102.576 10250.789 CURVE DELTA- 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH- 82.656 A= 158.570 4359 N 87-35-00 E 298.50 5115.163 10549.024 4358 S 2-25-00 E 31.48 5083.711 10550.351 4247 N 87-35-00 E 81.50 5087.147 10631.779 CURVE DELTA= 5-50-00 R= 81.500 L= 8.298 T- 4.152 CH= 8.294 A= -0.584 5335 S 81-45-00 W 81.50 5075.453 10551.122 5336 N 81-45-00 E 4.50 5076.098 10555.575; 5337 S 10-05-00 E 18.50 5057.884 10558.814 5339 S 57-10-00 W 28.05 5042.675 10535.243 5341 S 88-45-00 W 27.08 5042.085 10508.7.72 5343 N 11-40-00 W 15.00 5056.775 10505.139 5344 N 55-45-00 E 2.50 5058.182 10507.205 4249 S 55-45-00 W 24.50 5044.393 10486.954 CURVE DELTA- 60-36-58 R= 24.500 L= 25.920 T= 14.321 CH= 24.728 A= -56.003 4368 N 4-51-58 W 24.50 5068.805 10484.875 5222 S 85-08-02 W 59.40 5063.766 10425.689 5203 N 4-51-58 W 353.50 5415.992 10395.703 CURVE DELTA= 4-41-32 R= 353.500 L= 28.950 T= 14.483 CH= 28.942 A= 5.718 5221 S 0-10-26 E 353.50 5062.494 10396.776 Page 3 �► Ella38-1.out 5220 S 89-49-34 W 30.00 5062.403 10366.776 5219 S 33-30-53 W 41.47 5027.827 10343.878 CLOSURE: N 4-58-12 E 0.013 PERIMETER= 829.47 FT. AREA = 25893.9 SQ. FT. AREA = 0.59444 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28B38-1 BLOCK ID BURY LOT NO. B PARCEL B (TROON WAY - W'LY & N'LY OF LOT 1 - 37' WIDE) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4375 4824.062 10394.514 4374 N 0-10-42 W 124.72 4948.781 10394.126 4244 N 89-49-18 E 68.50 4948.994 10462.625 CURVE DELTA= 85-18-44 R= 68.500 L= 101.995 T= 63.113 CH= 92.831 A= 1,155.054 4373 N 4-51-58 W 68.50 5017.247 10456.815 4369 N 85-08-02 E 32.33 5019.990 10489.028 4249 N 4-51-58 W 24.50 5044.401 10486.950 CURVE DELTA- 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH- 31.461 A= -123.014 5340 S 84-45-23 E 24.50 5042.162 10511.347 5346 N 88-45-00 E 6.59 5042.306 10517.936 4381 S 39-40-16 E 61.14 4995.245 10556.966 4380 S 39-08-39 W 24.50 4976.244 10541.500 CURVE DELTA= 67-55-59 R= 24.500 L= 29.049 T= 16.505 CH= 27.377 A= -77.705 4379 N 28-47-20 W 24.50 4997.716 10529.701 4936 S 61-12-40 W 14.99 4990.497 10516.564 4249 N 28-47-20 W 61.50 5044.396 10486.947 CURVE DELTA= 23-55-22 R= 61.500 L= 25.678 1= 13.029 CH= 25.492 A= 22.743 4945 S 4-51-58 E 61.50 4983.117 10492.163 4378 S 85-08-02 W 32.33 4980.375 10459.950 4244 S 4-51-59 E 31.50 4948.988 10462.622::11 CURVE DELTA= 85-18-43 R= 31.500 L= 46.903 T= 29.023 CH- 42.688 A= -244.252 4377 S 89-49-18 W 31.50 4948.890 10431.122 4376 S 0-10-42 E 124.65 4824.241 10431.310 4375 S 89-42-54 W 37.00 4824.057 10394.511 CLOSURE: N 32-26-25 E 0.006 PERIMETER= 671.54 FT. AREA = 10581.3 SQ. FT. AREA = 0.24291 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. C PARCEL C (LEGENDS WAY, EXCL'G ENTR. PAR. A - @ FRONT OF LOTS 2-37 & PAR. I) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST Page 4 Ella38-1.out START- 5346 5042.307 10517.941 5339 N 88-45-00 E 17.31 5042.685 10535.247 5338 N 57-10-00 E 25.11 5056.299 10556.346 4247 N 67-45-10 E 81.50 5087.156 10631.779 CURVE DELTA- 67-55-36 R= 81.500 L= 96.622 T= 54.897 CH= 91.062 A= -859.641 4354 S 0-10-26 E 81.50 5005.656 10632.026 4353 N 89-49-34 E 737.41 5007.894 11369.433 4297 N 0-10-26 W 300.00 5307.893 11368.522 CURVE DELTA= 63-25-42 R= 300.000 L= 332.110 T= 185.386 CH= 315.409 A= -9569.597 4352 S 63-36-08 E 300.00 5174.512 11637.241 4351 N 26-23-52 E 61.50 5229.600 11664.584 4294 N 63-36-08 W 300.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 300.000 L= 139.129 1= 70.839 CH- 137.885 A= -740.079 4350 N 89-49-34 E 300.00 5363.890 11695.864 4655 N 0-10-26 W 256.50 5620.389 11695.085 4949 N 89-49-34 E 37.00 5620.501 11732.085 4386 S 0-10-26 E 256.50 5364.003 11732.864 4294 S 89-49-34 W 337.00 5362.980 11395.865 CURVE DELTA= 26-34-18 R= 337.000 L= 156.288 T= 79.575 CH= 154.891 A= 933.890 4385 S 63-36-08 E 337.00 5213.150 11697.726 4384 S 26-23-52 W 61.50 5158.062 11670.383 4297 N 63-36-08 W 337.00 5307.893 11368.522 CURVE DELTA- 63-25-42 R= 337.000 L= 373.070 T= 208.251 CH- 334.310 A= 12075.662 4383 S 0-10-26 E 337.00 4970.894 11369.545 4382 S 89-49-34 W 737.41 4968.656 10632.138 4247 N 0-10-26 W 118.50 50B7.156 10631.779 CURVE DELTA= 39-19-05 R= 118.500 L= 81.318 1= 42.334 CH- 79.732 A= 369.345 4381 S 39-08-39 W 118.50 4995.252 10556.973 5346 N 39-40-16 W 61.14 5042.312 10517.94211- CLOSURE: S 12-12-27 W 0.005 PERIMETER= 3429.92 FT. AREA = 61816.9 SQ. FT. AREA = 1.41912 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. D PARCEL D (MUIRFIELD VILLAGE - W'LY OF PAR. I, LOTS P,38,39, & 69-77) COURSE BEARING START- 5328 5215 S 79-37-01 W CURVE DELTA= 12-17-01 T= 2.636 5214 N 67-20-00 E 5209 N 22-40-00 W 4252 S 67-20-00 W CURVE DELTA- 10-39-55 T= 27.396 4408 N 56-40-05 E DISTANCE 24.50 R= 24.500 CH= 5.242 24.50 10.79 293.50 R= 293.500 CH= 54.554 293.50 Page 5 C O O R D I N A T E S NORTH EAST 5202.991 10482.961 5198.575 10458.863 L= 5.253 A= -0.492 5208.017 10481.470 5217.973 10477.312 5104.867 10206.481 L= 54.633 A=-46.220 5266.142 10451.701 Ella38-l.out 4407 N 33-19-55 W 114.28 5361.623 10388.905 4255 N 56-40-05 E 98.50 5415.748 10471.202 CURVE DELTA= 33-09-29 R- 98.500 L= 57.004 T= 29.325 CH- 56.212 A= 154.104 4406 S 89-49-34 W 98.50 5415.449 10372.703 4933 N 0-10-26 W 135.00 5550.449 10372.293 4922 N 89-49-34 E 118.50 5550.808 10490.792 CURVE DELTA- 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH= 50.275 A= 90.602 4932 N 65-40-45 W 118.50 5599.612 10382.809 4924 N 65-40-45 W 81.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 81.500 L= 69.685 T= 37.133 CH= 67.581 A= -333.568 4931 N 65-19-53 E 81.50 5667.193 10382.604 4926 N 65-19-53 E 11B.50 5716.651 10490.289 CURVE DELTA= 24-29-41 R= 118.500 L= 50.660 T= 25.723 CH- 50.275 A= 90.602 4930 S 89-49-34 W 118.50 5716.292 10371.790 4959 N 0-10-26 W 832.08 6548.368 10369.264 4419 N 89-49-34 E 37.00 6548.480 10406.264 4929 S 0-10-26 E 832.08 5716.404 10408.789 4926 N 89-49-34 E 81.50 5716.651 10490.289 CURVE DELTA- 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH- 34.578 A= -42.856 4928 S 65-19-53 W 81.50 5682.636 10416.227 4924 S 65-19-53 W 118.50 5633.177 10308.542 CURVE DELTA= 48-59-22 R= 118.500 L- 101.321 1= 53.990 CH= 98.262 A= 705.191 4935 S 65-40-45 E 118.50 5584.374 10416.525 4922 S 65-40-45 E 81.50 5550.808 10490.792-'[] CURVE DELTA- 24-29-41 R= 81.500 L= 34.842 T= 17.691 CH= 34.578 A= -42.856 4934 S 89-49-34 W 81.50 5550.561 10409.293 4319 S 0-10-26 E 135.00 5415.561 10409.703 4255 N 89-49-34 E 61.50 5415.748 10471.202 CURVE DELTA= 37-49-34 R= 61.500 L= 40.602 T= 21_072 CH= 39.868 A= -88.737 4363 S 52-00-00 W 61.50 5377.B85 10422.740 4362 S 38-00-00 E 82.00 5313.268 10473.224 4252 S 52-00-00 W 338.50 5104.867 10206.482 CURVE DELTA- 15-20-00 R= 338.500 L= 90.588 T= 45.566 CH- 90.318 A= 182.357 4361 N 67-20-00 E 338.50 5235.314 10518.837 4360 S 22-40-00 E 19.18 5217.616 10526.229 4937 S 67-20-00 W 298.50 5102.583 10250.784 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.067 10528.873 5330 N 88-00-00 W 24.55 5211.924 10504.338 3328 S 67-20-00 W 23.17 5202.993 10482.957 CLOSURE: S 43-17-23 E 0.006 PERIMETER. 2842.28 FT. AREA = 52033.1 SQ. FT. AREA = 1.19452 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. G Page 6 Ella38-1.out PARCEL G (LANDSCAPE STRIP BETWEEN PAR. H & PAR. B) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5224 4823.928 10367.732 5225 N 88-05-30 W 1160.00 4862.557 9208.376 CURVE DELTA= 7-32-38 R= 1160.000 L= 152.732 1= 76.477 CH= 152.622 A= -255.727 5226 N 84-21-52 E 1160.00 4976.470 10362.769 5227 N 89-49-18 E 8.03 4976.495 10370.799 52:28 N 0-10-42 W 8.00 4984.495 10370.774 5229 N 89-49-18 E 8.00 4984.519 10378.774 5230 N 89-49-18 E 49.00 4984.672 10427.774 CURVE DELTA= 85-18-44 R= 49.000 L= 72.960 T= 45.146 CH= 66.404 A= 591.035 5231 N 4-51-58 W 49.00 5033.495 10423.617 5232 N 85-08-02 E 7.00 5034.089 10430.592 5233 N 4-51-58 W 8.00 5042.060 10429.913 5234 N 85-08-02 E 8.00 5042.739 10437.885 52.35 N 4-51-58 W 8.00 5050.710 10437.206 5236 N 85-08-02 E 56.00 5055.460 10493.004 5237 S 4-51-58 E 8.00 5047.489 10493.683 5°42 N 85-08-02 E 13.19 5048.608 10506.825 5341 S 11-40-00 E 6.65 5042.095 10508. 170_Y1 5340 N 88-45-00 E 3.18 5042.165 10511.349 4249 N 84-45-23 W 24.50 5044.404 10486.952 CURVE DELTA- 79-53-25 R= 24.500 L= 34.162 T= 20.518 CH- 31.461 A= 123.014 4369 S 4-51-58 E 24.50 5019.992 10489.030 4373 S 85-08-02 W 32.33 5017.250 10456.816 4244 S 4-51-58 E 68.50 4948.997 10462.627 CURVE DELTA= 85-18-44 R= 68.500 L= 101.995 1= 63.113 CH= 92.831 A= -1155.054 4274 S 89-49-18 W 68.50 4948.783 10394.127 4375 S 0-10-42 E 124.72 4824.064 10394.516 5224 S 89-42-54 W 26.78 4823.931 10367.736 CLOSURE: S 56-07-54 W 0.004 PERIMETER= 687.73 FT. AREA = 8670.8 SQ. FT. AREA = 0.19905 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MIS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. H PARCEL H (LANDSCAPE STRIP - S'LY OF ENTR. PAR. A & ADJACENT TO MADISON ST.) COURSE BEARING START- 5223 5219 N 0-10-42 W 5220 N 33-30-53 E 5221 N 89-49-34 E 5203 N 0-10-26 W CURVE DELTA= 4-41-32 T= 14.483 5222 S 4-51-58 E C O O R D I N A T E S DISTANCE NORTH EAST 4976.407 10344.039 51.43 5027.836 10343.879 41.47 5062.412 10366.777 30.00 5062.503 10396.777 353.50 5416.001 10395.704 R= 353.500 L= 28.950 CH= 28.942 A= -5.718 353.50 5063.775 10425.691 Page 7 a Ella38-1.out 4368 N 85-08-02 E 59.40 5068.814 10484.876 4249 S 4-51-58 E 24.50 5044.402 10486.955 CURVE DELTA- 60-36-58 R= 24.500 L= 25.920 T= 14.321 CH- 24.728 A= 56.003 5344 N 55-45-00 E 24.50 5058.191 10507.206 5343 S 55-45-00 W 2.50 5056.784 10505.140 5342 S 11-40-00 E 8.35 5048.607 10506.828 5237 S 85-08-02 W 13.19 5047.488 10493.686 5236 N 4-51-58 W 8.00 5055.439 10493.007 5235 S 85-08-02 W 56.00 5050.709 10437.209 5234 S 4-51-58 E 8.00 5042.737 10437.888 5233 S 85-08-02 W 8.00 5042.059 10429.916 5232 S 4-51-58 E 8.00 5034.088 10430.595 5231 S 85-08-02 W 7.00 5033.494 10423.620 5230 S 4-51-58 E 49.00 4984.670 10427.777 CURVE DELTA= 85-18-44 R= 49.000 L= 72.960 1= 45.146 CH= 66.404 A= -591.035 5229 S 89-49-18 W 49.00 4984.518 10378.777 5228 S 89-49-18 W 8.00 4984.493 10370.777 5227 S 0-10-42 E 8.00 4976.493 10370.8021-1--1 5223 S 89-49-18 W 26.76 4976.410 10344.042 CLOSURE: S 42-06-34 W 0.004 PERIMETER= 471.93 FT. AREA = 5708.7 SQ. FT. AREA = 0.13105 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MIS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. I PARCEL I (LANDSCAPE LOT - ADJOINING PARS. A, C, D, LOTS 37, P & Q) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA- 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH= 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 5337 N 57-10-00 E 2.94 5057.892 10558.812 5336 N 10-05-00 W 18.50 5076.106 10555.573 5335 S 81-45-00 W 4.50 5075.460 10551.119 4247 N 81-45-00 E 81.50 5087.155 10631.776 CURVE DELTA= 5-50-00 R= 81.500 L= 8.298 T= 4.152 CH= 8.294 A= 0.584 4358 S 87-35-00 W 81.50 5083.718 10550.348 4359 N 2-25-00 W 31.48 5115.170 10549.021 4937 S 87-35-00 W 298.50 5102.584 10250.787 CURVE DELTA- 15-55-00 R= 298.500 L= 82.923 T= 41.730 CH= 82.656 A= -158.570 5334 N 71-40-00 E 298.50 5196.475 10534.135 5333 N 71-40-00 E 4.00 5197.734 10537.932 5-132 N 19-40-00 W 14.00 5210.917 10533.221 5331 N 88-00-00 W 4.35 5211.069 10528.873 4937 S 68-41-20 W 298.50 5102.584 10250.785 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 43'i60 N 67-20-00 E 298.50 5217.617 10526.229 Page 8 1 Ella38-Lout 2664 N 74-10-22 E 10.16 5220.388 10536.004 2560 N 74-10-22 E 100.00 5247.662 10632.213 CURVE DELTA= 44-59-57 R= 100.000 L= 78.538 T= 41.421 CH- 76.535 A= -391.436 4672 S 29-10-25 W 100.00 5160.347 10583.467 4355 S 0-10-26 E 139.14 5021.208 10583.889 CLOSURE: S 1-54-44 E 0.003 PERIMETER= 451.08 FT. AREA = 5065.7 SQ. FT. AREA = 0.11629 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. J El El PARCEL J (LANDSCAPE & TUNNEL PAR. J - N'LY OF LNDSCP. PAR. K) C 0 0 R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5326 5197.762 10478.783 5242 S 85-08-02 W 4.50 5197.380 10474.299 5243 S 4-51-58 E 8.00 5189.409 10474.978 5244 S 85-08-02 W 35.00 5186.440 10440.104 5245 N 4-51-58 W 8.00 5194.411 10439.425 5246 S 85-08-02 W 8.00 5193.733 10431.454 5247 N 4-51-58 W 8.00 5201.704 10430.775 5248 N 4-51-58 W 44.00 5245.545 10427.043 CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 T= 48.580 CH- 65.224 A= 652.962 5249 N 89-12-05 W 44.00 5246.159 10383.047 5250 N 89-12-05 W 8.00 5246.270 10375.048 5251 N 0-47-55 E 8.00 5254.269 10375.160 5252 N 89-12-05 W 8.03 5254.381 10367.130 5253 N 89-35-47 W 1160.00 5262.553 9207.159 CURVE DELTA= 6-19-00 R= 1160.000 L= 127.886 T= 64.008 CH- 127.821 A= -150.164 5254 N 84-05-13 E 1160.00 5382.055 10360.987 5255 N 84-05-13 E 840.00 5468.591 11196.518 CURVE DELTA= 2-16-58 R= 840.000 L= 33.467 T= 16.736 CH= 33.465 A= 3.718 4947 S 86-22-11 W 840.00 5415.404 10358.203 4406 N 89-49-34 E 14.50 5415.448 10372.703 4255 N 89-49-34 E 98.50 5415.747 10471.203 CURVE DELTA= 33-09-29 R= 98.500 L= 57.004 T= 29.325 CH= 56.212 A= -154.104 4407 S 56-40-05 W 98.50 5361.622 10388.906 4408 S 33-19-55 E 114.28 5266.141 10451.702 4252 S 56-40-05 W 293.50 5104.666 10206.482 CURVE DELTA- 10-39-55 R= 293.500 L= 54.633 1= 27.396 CH= 54.554 A= 46.220 52:09 N 67-20-00 E 293.50 5217.972 10477.313 5214 S 22-40-00 E 10.79 5208.016 10481.471 5215 S 67-20-00 W 24.50 5198.574 10458.863 CURVE DELTA- 12-17-01 R= 24.500 L= 5.253 T= 2.636 CH- 5.242 A= 0.492 5326 N 79-37-01 E 24.50 5202.990 10482.962 5327 S 67-20-00 W 4.84 5201.124 10478.49E 5326 S 4-51-58 E 3.38 5197.757 10478.789 Page 9 1 Ella38-1.out CLOSURE: N 2-31-28 E 0.006 PERIMETER= 595.03 FT. AREA = 12119.7 SQ. FT. AREA = 0.27823 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 BLOCK ID BDRY LOT NO. K LC PARCEL K (LANDSCAPE PARCEL N'LY OF ENTR. PAR. A & ADJACENT TO MADISON ST.) C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 3022 5169.411 10366.449 3024 N 33-51-50 W 41.46 5203.838 10343.347 5239 N 0-10-26 W 50.67 5254.708 10343.193 5251 S 89-12-05 E 31.97 5254.262 10375.159 5250 S 0-47-55 W 8.00 5246.263 10375.048 5249 S 89-12-05 E 8.00 5246.151 10383.047 5248 S 89-12-05 E 44.00 5245.538 10427.043 CURVE DELTA= 95-39-53 R= 44.000 L= 73.465 T= 48.580 CH= 65.224 A= -652.962 5247 S 4-51-58 E 44.00 5201.697 10430.775 5246 S 4-51-58 E 8.00 5193.726 10431.454 5245 N 85-08-02 E 8.00 5194.404 10439.425 5244 S 4-51-58 E 8.00 5186.433 10440.104 5243 N 85-08-02 E 35.00 5189.402 10474.978 5242 N 4-51-58 W 8.00 5197.373 10474.299 5326 N 85-08-02 E 4.50 5197.755 10478.783 5345 S 4-51-58 E 11.96 5185.838 10479.797 5215 N 58-42-05 W 24.50 5198.566 10458.863 CURVE DELTA= 53-50-07 R= 24.500 L= 23.020 T= 12.439 CH= 22.183 A= 39.700 5216 S 4-51-58 E 24.50 5174.154 10460.941 5217 S 85-08-02 W 44.49 5170.380 10416.611 5203 N 4-51-58 W 246.50 5415.992 10395.701 CURVE DELTA- 4-41-32 R= 246.500 L= 20.187 T= 10.099 CH- 20.181 A= 2.780 5218 S 0-10-26 E 246.50 5169.493 10396.449 3C22 S 89-49-34 W 30.00 5169.402 10366.450 CLOSURE: N 1-23-31 W 0.009 PERIMETER= 414.92 FT. AREA = 5579.4 SQ. FT. AREA = 0.12809 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 COMPLETION OF BLOCK ID: BDRY BLOCK AREA= 187465.7 SQ.FT. TOTAL LOT AREA = 187469.4 SQ.FT. 4.30362 ACRES 4.30371 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL B EXCEPTION Page 10 Ella38-1.out C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5213 5051.339 10510.451 5346 S 39-40-16 E 11.73 5042.310 10517.939 5340 S 88-45-00 W 6.59 5042.166 10511.350 4249 N 84-45-23 W 24.50 5044.405 10486.953 CURVE DELTA- 21-41-25 R= 24.500 L= 9.275 T= 4.694 CH- 9.220 A= -2.694 5213 N 73-33-12 E 24.50 5051.342 10510.450f1:_ CLOSURE: S 3-00-34 E 0.003 PERIMETER= 27.60 FT. AREA = 27.6 SQ. FT. AREA = 0.00063 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL D EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5210 5200.270 10484.706 5329 N 22-40-00 W 3.18 5203.204 10483.480 5330 N 67-20-00 E 22.61 5211.917 10504.344 5347 S 88-00-00 E 7.63 5211.651 10311.969 5210 S 67-20-00 W 29.54 5200.267 10484.711 CLOSURE: N 63-58-04 W 0.006 PERIMETER= 62.96 FT. AREA = 83.0 SQ. FT. AREA = 0.00191 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL D, INCLUSION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5214 5208.017 10481.470 5329 S 22-40-00 E 5.21 5203.209 10483.478 5328 S 67-20-00 W 0.56 5202.993 10482.961 5215 S 79-37-01 W 24.50 5198.578 10458.862 CURVE DELTA- 12-17-01 R= 24.500 L= 5.253 T= 2.636 CH= 5.242 A= -0.492 5214 N 67-20-00 E 24.50 5208.019 10481.470 CLOSURE: S 2-15-59 E 0.003 PERIMETER= 11.02 FT. AREA = 1.0 SQ. FT. AREA = 0.00002 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL D, INCLUSION B COURSE BEARING DISTANCE START- 4360 Page 11 C O O R D I N A T E S NORTH EAST 5217.611 10526.230 Z 4937 CURVE 5331 5 34 7 4360 CLOSURE: LOT LINE ADJ Ella38-1.out S 67-20-00 W 298.50 5102.579 10250.785 DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH- 7.062 A= 0.098 N 68-41-20 E 298.50 5211.063 10528.874 N 88-00-00 W 16. 92 5211.653 10511.964LJL: N 67-20-00 E 15.46 5217.611 10526.230 S 89-17-33 W 0.000 PERIMETER= 39.44 FT. AREA = 54.7 SQ. FT. AREA = 0.00126 ACRES TRAVERSE CALCULATION AND ANALYSIS 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL G EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5238 5048.961 10511.025 4249 S 79-16-38 W 24.50 5044.402 10486.953 CURVE DELTA= 15-57-59 R= 24.500 L= 6.827 T= 3.436 CH= 6.805 A= 1.078 5340 S 84-45-23 E 24.50 5042.163 10511.350 5341 S 68-45-00 W 3.18 5042.094 10508.171 5342 N 11-40-00 W 6.65 5048.607 10506.826 52:38 N 85-08-02 E 4.21 5048.964 10511.021 CLOSURE: S 53-22-43 E 0.005 PERIMETER= 20.87 FT. AREA = 25.8 SQ. FT. AREA = 0.00059 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL H EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5238 5048.961 10511.025 5342 S 85-08-02 W 4.21 5048.604 10506.830 5343 N 11-40-00 W 8.35 5056.781 10505.142 5344 N 55-45-00 E 2.50 5058.188 10507.208 4249 S 55-45-00 W 24.50 5044.399 10486.957 CURVE DELTA= 23-31-38 R= 24.500 L= 10.060 T= 5.102 CH= 9.990 A= 3.434 5238 N 79-16-38 E 24.50 5048.958 10511.029 CLOSURE: N 52-55-45 W 0.005 PERIMETER= 25.12 FT. AREA = 33.1 SQ. FT. AREA = 0.00076 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL I, EXCEPTION A C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4360 5217.611 10526.230.1;: Page 12 ti Ella38-1.out 4937 S 67-20-00 W 298.50 5102.579 10250.785 CURVE DELTA- 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= 0.098 5331 N 68-41-20 E 298.50 5211.063 10528.874 5332 S 88-00-00 E 4.35 5210.911 10533.222 5333 S 19-40-00 E 14.00 5197.728 10537.933 5334 S 71-40-00 W 4.00 5196.470 10534.136 4937 S 71-40-00 W 298.50 5102.578 10250.787 CURVE DELTA= 2-58-40 R= 298.500 L= 15.514 T= 7.759 CH- 15.512 A= -1.042 5331 N 68-41-20 E 298.50 5211.062 10528.876 4937 S 68-41-20 W 298.50 5102.578 10250.787 CURVE DELTA= 1-21-20 R= 298.500 L= 7.062 T= 3.531 CH= 7.062 A= -0.098 4360 N 67-20-00 E 298.50 5217.611 10526.232 CLOSURE: N 75-05-13 W 0.002 PERIMETER= 51.99 FT. AREA = 58.2 SQ. FT. AREA = 0.00134 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MEN CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL I, EXCEPTION B C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 4355 5021.205 10583.890 4247 N 35-58-59 E 81.50 5087.154 10631.775 CURVE DELTA= 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH- 44.614 A= 92.924 5338 S 67-45-10 W 81.50 5056.298 10556.341 4247 N 67-45-10 E 81.50 5087.154 10631.775 CURVE DELTA= 13-59-50 R= 81.500 L= 19.910 T= 10.005 CH- 19.861 A= 8.046 5335 S 81-45-00 W 81.50 5075.459 10551.118 5336 N 81-45-00 E 4.50 5076.105 10555.571 5337 S 10-05-00 E 18.50 5057.891 10558.810 5338 S 57-10-00 W 2.94 5056.297 10556.340 4247 N 67-45-10 E 81.50 5087.153 10631.773 CURVE DELTA- 31-46-11 R= 81.500 L= 45.191 T= 23.193 CH- 44.614 A= -92.924 4355 S 35-58-59 W 81.50 5021.204 10583.888 CLOSURE: N 54-37-48 E 0.002 PERIMETER= 136.23 FT. AREA = 77.4 SQ. FT. AREA = 0.00178 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 PARCEL J EXCEPTION COURSE BEARING START- 5241 5326 S 85-08-02 W 5327 N 4-51-58 W 5328 N 67-20-00 E TRACT NO.: 28838-1 C O O R D I N A T E S DISTANCE NORTH EAST:,:: 5198.152 10483.359 4.59 5197.762 10478.785 3.38 5201.130 10478.499 4.84 5202.995 10482.965 Page 13 1 1-1 Ella38-1.out 5215 S 79-37-01 W 24.50 CURVE DELTA- 11-22-25 R= 24.500 T= 2.440 CH= 4.855 5241 S 89-00-34 E 24.50 5198.580 10458.866 L= 4.863 A= 0.391 5198.156 10483.362 CLOSURE: S 38-02-53 W 0.006 PERIMETER= 17.67 FT. AREA = 19.3 SQ. FT. AREA = 0.00044 ACRES TRAVERSE CALCULATION AND ANALYSIS LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 PARCEL K EXCEPTION C O O R D I N A T E S COURSE BEARING DISTANCE NORTH EAST START- 5241 5198.152 10483.359 5215 N 89-00-34 W 24.50 5198.575 10458.863 CURVE DELTA- 30-18-29 R= 24.500 L= 12.960 T= 6.635 CH= 12.809 A= 7.301 5345 S 58-42-05 E 24.50 5185.848 10479.797 5326 N 4-51-58 W 11.96 5197.764 10478.783 5241 N 85-08-02 E 4.59 5198.154 10483.356 CLOSURE: S 53-59-57 E 0.004 PERIMETER= 29.51 FT. AREA = 34.8 SQ. FT. AREA = 0.00080 ACRES.:"_, LOT ACREAGE FOR TRACT 28838-1 PAGE 1 LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 BLOCK ID LOT NO. ACRES (SQ. FEET) PERIMETER BDRY A 0.594 25893.9 829.47 BDRY B 0.243 10581.3 * 671.54 BDRY C 1.419 61816.9 3429.92 BDRY D 1.195 52033.1 2842.28 BDRY G 0.199 8670.8 * 687.73 BDRY H 0.131 5708.7 * 471.93 BDRY I 0.116 5065.7 * 451.08 BDRY J 0.278 12119.7 595.03 BDRY K 0.128 5579.4 * 414.92 ❑LIDO Traverse Analysis and Checking (PTRAV) LOT LINE ADJ. 00-XXX - PGA WEST (440-00) - MDS CONSULTING - JUNE 13, 2000 TRACT NO.: 28838-1 DATE: 6/13/** TIME: 12:05 POINT FILE: 1891 POINTS= 6000 DIRECTORY PATH: DATA FILE: 28838-1.P Page 14 Ella38-1.out Page 15 TO: FROM: DATE: TRANSMITTAL MEMO _CITY MANAGER _PARKS DEPARTMENT _BUILDING & SAFETY -CODE ENFORCEMENT _FIRE MARSHAL SUBJECT: CASE: PUBLIC WORKS DEPARTMENT _JERRY HERMAN _STAN SAWA COMMUNITY DEVELOPMENT DEPARTMENT - LESLIE MOURIQUAND PROJECT REVIEW PLEASE REVIEW AND PROVIDE ANY COMMENTS YOU MAY HAVE ONTHEATTACHEDITEM BY 0 l COMMENTS: 79-799 Old Avenue 52 La Quinta, CA 92253 VOICE: 760-771-4013 FAX: 760471-4073 E-MAIL: mdsllaouintaOMcisconsultina.net NO. OF ITEMS: DESCRIPTION: T D A AI C &A ITT A I To: City of La Quinta, Community Dev. Date: July 18, 2000 Address: 78-495 Calle Tampico Job #: 440-00 La Quinta, CA 92253 Attention: Christine Di lorio Subject: LLA-2000- From: Victor Villeneuve cc: File, Rielly Homes 1 Ea Completed City of La Quinta Application for Lot Line Adjustment 1 Ea Grant deed between PGA West Master Association, PGA West Fairways Association, and Rielly Homes 1 Ea Exhibit "A" and Exhibit "B", metes & bounds legal description of new parcels Ea Check No. 2980 in the amount of $250.00 for Lot Line Adjustment fee 1 Ea Check No. 2978 in the amount of $400.00, and Check No. 3000 in the amount of $50.00, for Public Works Department plan check fee 9 lots X $50/lot 2 Ea Clousure calculations for newly adjusted parcels THE ABOVE ITEMS ARE SUBMITTED: Q AT YOUR RI:.QUEST LR.1 FOR YOUR (REVIEW r3 FOR YOUR (FILES L.J FOR YOUR APPROVAL r] FOR YOUR USE Q FOR YOUR (INFO THE ABOVE ITEMS ARE TRANSMITTED: Alf HEREWITH VIA DELIVERY UNDER SEPARATE COVER MESSAGE: