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LLA 1991-156CITY OF LA QUINTA PLANNING & DEVELOPMENT DEPARTMENT 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 APPLICATION FOR LOT LINE ADJUSTMENT ------------------------------------------- -- OFFICE USE ONLY11 II Zoning: LLA No. �� �S(o If Related Cases: i if Reviewed By: Date: 1 APPLICANT Name: Address: a3-7-7 p,!_ ib 30o Daytime (Mailing)-rcy-rAo Gg o60� Phone: 310 (P(E-36,Oo (City) (State) (Zip) PROPERTY OWNERS Owner "A" Name: W / Address: (City) (State) (Zip) Phone: Owner "B" Name: Address: Phone: (City) (State) (zip) st 1 Owner "C" Name: �1 Address: Phone: (City) (State) (zip) \r> /i V PROPERTY DATA Property A: Assessor's Parcel Number: la04- 056-Oyu Street Address (if any): Property B: Assessor's Parcel Number: 05 O — O.%5 Street Address (if any): Property C: Assessor's Parcel Number: oso- o:Dg , oat Street Address (if any): D:0- REASON FOR REQUEST: I/We hereby certify that: 1) I am/We are the record owner(s) of all parcels proposed for merger by this Application; (2) I/We have knowledge of and consent to the filing of this Application; and, 3) The information submitted in connection with this Application is true and correct. Owner "A": Name Date Owner "B": Name Date Owner "C": Name Date Representative Signature: (Attach Letter(s) of Authorization) z6e_ lL`d--@-x MR/FORMLLA.001 JUNE 1989 Date ClTy OF LA QUINTA O�5�82 tO 7i9O Oi`24`92 iO MI%C. �O134�y0340�0 i i25.00 t0 CA%H i TOTAL ! TENDERED i2�'0O �HANGE �25^OO ,i•�. RECORDING REQUESTED BY RECORDING REQUESTED BY W� STEWART TITLE CO. AND WHEN RECORDED MAIL TO r name Washington/Adams Partnership 'trees 2377 Crenshaw Boulevard, #300 Wdren ;;ty & Torrance, CA 90501 ;fate L MAIL TAX STATEMENTS TO r- Vame SArAE AS A80VG street Wdren ]ity & hate L CAT, NO. NNO0586 TO 1925 CA (11-83) -rye —_------- - on "060860 Int'iLUrr �" Co;!n y r,'1 RIVERSIDE CC,U CA'_!FORiil 0 I SPACE ABOVE THIS LINE FOR RECORDER'S USE Partnership Grant Deed THIS FORM FURNISHED BY TICOR TITLE INSURERS 060- 00,E V- The undersigned grantor(s) declare(s): Documentary transfer tax is $ ( No COA)SAEgATTON ( ) computed on full value of property conveyed, or ( X ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( x ) City of La Ouinta , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Washington/Adams Partnership, a California General Partnership a partnership organized under the laws of the State of calif ornia hereby GRANTS to Washington/Adams Partnership, a California General Partnership the following described real property in the County of Riverside , State of California. See Exhibits "A" and "B" attached hereto and made a part hereof. This deed reflects Lot Line Adjustment No. 91-156 as approved by the City of La Quinta. WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership By: SC ENTERPRISES, a California Limited Partnership, General_Pa tner �0 Surl Curci, General Partner By: WASHINGTON PLAZA ASSOCIATES, a California General -Partnership, STATE OF CALIFORNIA SS. COUNTY OF Riverside On February 4 1992 before toe, (here insert flame and title of the officer), personaRyappeared " MICHAEL J. SHOVLIN personally known to me (or proved to me on the basis of satisfactory evidence) to be the petson(s) whose names) Ware subscribed to the widtin tasU m1ent and acknowledged to me tbarWsWdry execto d the samo in Wslhmld eir authorized capwity(Lea), and that by Idslherftkwir signature(S) on the instrument the persm(s), or the crttiry upon behalf of which the n(a) amed, exectued the instrument. OFFICIAL SEAL official ESTNER T. MARTINEZ wlrtaFssmy / M1 �NCTARYPUBLIC-CALIFORNIA RIVERSIDE COUNTY Signature MY COW. EXP. AUG. 9,1993 E THER T. MARTINEZ Natoe C►y'Ped or Pritttod) / RECORDING REQUESTED BY RECORDING BY STEWART TITLE CO. AND WHEN RECORDED MAIL TO r Name Washington/Adams Partnership Street 2377 Address Crenshaw Boulevard, #300 City & Torrance, CA 90501 State L J MAIL TAX STATEMENTS TO r � Name sF1mE A5 AeoVG Street Address City & State L J CAT. NO. NNO0586 TO 1925 CA (11-93) 0 SPACE ABOVE THIS LINE FOR RECORDER'S USE Partnership Grant Deed Ye:IC1S 1L'�3�LT.II`ISId ITi APN o G o4 - o 5o - oo,3 v- Oav{ i The undersigned grantors) declare(s/): a Documentary transfer tax is $ (IVO Co,JS11seil-r'ioN ( ) computed on full value of property conveyed, or ( x ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( x ) City of La ouinta , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Washington/Adams Partnership, a California General Partnership a partnership organized under the laws of the State of California hereby GRANTS to Washington/Adams Partnership, a California General Partnership the following described real property in the County of Riverside , State of California. See Exhibits "A" and "B" attached hereto and made a part hereof. This deed reflects Lot Line Adjustment No. 91-156 as approved by the City of La Quinta. WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership I By: SC ENTERPRISES, a California Limited Partnership, General,Pa ner S'url Curci, General Partner By: Dated: STATE OF CALIFORNIA COUNTY OF } SS. On before me, the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person_ who exe- cuted the within instrument as of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. WITNESS my hand and official seal. WASHINGTON PLAZA ASSOCIATES, a California General Partnership, General Partner Micha l J. mFlilfi, General Partner By Partner By Partner Signature Title Order No. Escrow or Loan No. (This area for official nogarial seal) Arl EXHIBIT "A" LOT LINE ADJUSTMENT PARCEL A THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY LINE OF SAID PARCEL 1, SAID SOUTHWESTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, SAID POINT BEING NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°26'19" FROM THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, A RADIAL TO SAID POINT BEARS NORTH 37*59141" EAST; THENCE NORTH 44*09100" EAST 318.90 FEET; THENCE SOUTH 46"04'04" EAST 23.25 FEET; THENCE NORTH 43*55156" EAST 137.00 FEET; THENCE NORTH 46*04104" WEST 7.00 FEET; THENCE NORTH 43*55156" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42048104" EAST; THENCE NORTHWESTERLY 630.49 FEET ALONG SAID CURVE AND SAID NORTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF 18003144" TO THE MOST NORTHERLY CORNER OF SAID PARCEL 19, THENCE ALONG THE WEST LINE OF SAID PARCEL 19 SOUTH 0017'55" EAST 53.67 FEET; THENCE NORTH 89*42105" EAST 23.39 FEET; THENCE SOUTH 61°44135" EAST 107.90 FEET; THENCE SOUTH 52°55'19" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50*38128"; THENCE SOUTH 2°16'51" EAST 72.66 FEET; THENCE SOUTH 89°42'05" WEST 154.11 FEET; THENCE SOUTH 44*42105" WEST 12.73 FEET; THENCE SOUTH 89°42'05 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE SOUTH 5°42'56" EAST 9.04 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 19 AND AN ANGLE POINT IN THE WESTERLY LINE OF SAID PARCEL 1; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING; SOUTH 33*04106" WEST 41.90 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1438.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 85*56118" EAST; THENCE SOUTHERLY 65.67 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°37'00"; THENCE NORTH 89`42'05" EAST 124.29 FEET; THENCE SOUTH 0°17155" EAST 84.74 FEET; THENCE SOUTH 45*51100" EAST 44.27 FEET; THENCE SOUTH 1 of 6 ersonaUy appeared MICHAEL J. SHUVLiN ersonally known tonic (orproved to me on the basis of satisfactory evidence) lobe the persons) whose name(s) Jare subscribed to the within insUtnnent and adagwiedged to me iltu JsheJUtey executed the sameio hISN1Cl/diInr udtonzed capacity(ies), and that by his/her/their signatures) on the instrument the person(s), or the unity upon ehalf of which theAm*on(s) acted, executed the instrument. nI'NESS my OFFICIAL SEAL igtutute T. MARTINEZ or RIVERSIDE COUNTY 0°17'55" EAST 123.11 FEET; THENCE SOUTH 89°42'05" WEST 155.61 FEET; THENCE SOUTH 0°17155" EAST 21.23 FEET TO THE SOUTHWESTERLY CORNER OF SAID PARCEL 1, SAID SOUTHWESTERLY CORNER BEING ON THE ARC OF SAID HEREINBEFORE DESCRIBED CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 34*38148" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3`20153" TO THE POINT OF BEGINNING. CONTAINS 3.482 ACRES 2 of 6 personally appeared MIGHAtL J. anuv�iry personally known to me (or proved m me on the basis of satisfactory evidence) to be the person(s) whose oame(s) i,iare subscribed to the within iaomecm and acknowledged to me tharhelsh d cy executed the sarnein his+>rerltheir authorized capacity Cles). and that by htslherhkir signatttre(s) out the iasWment the Pmson(s), or the entity upon behalf of which the n(s) acted, executed the instrument. OFFICIAL SEAL IART official ESTHER T. M oRNI �vrrNESS my J 6 NOTARY PUBLICART NEZ r RIVERSIDE COUNTY signature MY COMM. EXP. AUG. 9, 1993 E THER T. MARTINEZ Name flVoed or Printed) - PARCEL B THAT PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK'172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, SAID CORNER BEING ON THE ARC OF A NON —TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 45-26100" EAST; THENCE NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7-26119" TO A POINT TO WHICH A RADIAL BEARS NORTH 37'59141" EAST; THENCE NORTH 44'09100" EAST 318.90 FEET; THENCE SOUTH 46'04104" EAST 23.25 FEET; THENCE NORTH 43'55'56" EAST 137.00 FEET; THENCE NORTH 46*04104" WEST 7.00 FEET; THENCE NORTH 43055'56" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON —TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42*4810411 EAST; THENCE SOUTHEASTERLY 39.48 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1'07'52" TO THE SOUTHEASTERLY TERMINUS THEREOF; THENCE SOUTH 46004104" EAST 220.77 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 1 AND 2,' THENCE SOUTH 43-55156" WEST 109.00 FEET; THENCE NORTH 46'04104" WEST 7.00 FEET; THENCE SOUTH 43'55'56" WEST 137.00 FEET; THENCE SOUTH 46'04104" EAST 62.00 FEET; THENCE SOUTH 44*0910011 WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45*51100" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44'09'00" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 2; THENCE NORTH 40'39'11" WEST 25.44 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL.2 TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 17; THENCE ALONG THE SOUTHEASTERLY, NORTHEASTERLY AND NORTHWESTERLY LINES OF SAID PARCEL 17 THE FOLLOWING; NORTH 51'11'40" EAST 84.25 FEET; THENCE NORTH 44'09100" EAST 40.52 FEET; THENCE NORTH 45051100" WEST 137.71 FEET; THENCE SOUTH 84034'51" WEST 88.07 FEET; THENCE SOUTH 44009100" WEST 46.11 FEET TO THE POINT OF BEGINNING. CONTAINS 3.903 ACRES. 3 of 6 prr$onuuyappeared MICHAEL J. SHOVLIN personally known to me (of proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrttnxat sod ad mwiedged to me tharbrAhe4ley ezecrucd the sa=m hislbG /d=r authoriudcapacityGes).�tmbyhislherlthcirsignatnre(s)oa[beinsWmenttheperson(s),ortheenmtyupon behalf of which the petfon(s) acted, executed the instrument. WITNESS my Signature OFFICIAL SEAL ER T. MART RIVERSIDE COUNTY EXP. AUG. 9.1993 EeTHER T. MARTINEZ / — Name (Typed or Primed) PARCEL C THAT PORTION OF PARCELS 2, 3, AND 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID PARCEL 3; THENCE SOUTH 40°39'11" EAST 15.06 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL 3 TO THE MOST WESTERLY CORNER OF PARCEL 16 AS SHOWN ON SAID PARCEL MAP; THENCE ALONG THE NORTHWESTERLY AND NORTHEASTERLY LINES OF SAID PARCEL THE FOLLOWING; NORTH 44-09100" EAST 140.81; THENCE SOUTH 45°51'00" EAST 27.03 FEET; THENCE SOUTH 59*44129" EAST 17.59 FEET; THENCE SOUTH 45051'00" EAST 122.73 FEET; THENCE SOUTH 36°04'48" EAST 44.79 FEET; THENCE SOUTH 41008109" EAST 150.13 FEET TO THE MOST EASTERLY CORNER OF SAID PARCEL 16; THENCE SOUTH 45*51100" EAST 89.92 FEET ALONG THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP; THENCE NORTH 43*55156" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON —TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39*24139" WEST; THENCE NORTHWESTERLY 355.12 FEET ALONG SAID CURVE, AND ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 3 AND 4, THROUGH A CENTRAL ANGLE OF 4'31'17" TO THE NORTHWESTERLY TERMINUS THEREOF; THENCE NORTH 46*04104" WEST 363.50 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 2 AND 3 TO A POINT WHICH IS SOUTH 46004104" EAST 220.77 FEET FROM THE NORTHWESTERLY TERMINUS OF THAT CERTAIN COURSE SHOWN AS "NORTH 46*04104" WEST 584.27 FEET" ON SAID PARCEL MAP. THENCE SOUTH 43055'56" WEST 109.00 FEET; THENCE NORTH 46°04'04" WEST 7.00 FEET; THENCE SOUTH 43*55156" WEST 137.00 FEET; THENCE SOUTH 46`04104" EAST 62.00 FEET; THENCE SOUTH 44009'00" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45051100" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44°09'00" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE PCINT OF BEGINNING. CONTAINS 6.986 ACRES 4 of 6 pe��yappeared MICHAEL J. SHOVLIN personalty known [o me (or proved t4 the on the basis of sadstact0ty evidence) to be the person($) whose names) is/= subscnbod to the, within insuunj stand acknowledged to the i]tazMlsheJthcy exectned the $,mein his it amhoriudcapacityCtes), and thin by hislherldrir sigoatuce(s) oa tbn instrument the PeTsrn'(s). °r'h<e"tity ry uPpon behalf of which the n(s) acted, executed the inMumetlt. OFFICIAL SEAL official ESTHER T. MARTINEZ iYITNESS my ' NCTARY PUBLIC-CAUFORNIA RIVERSIDE COUNTY Signatme MY COMM. EXP. AUG. 9,1993 E THER T. MARTINEZ Name (Typed or Printed) . PARCEL D THAT PORTION OF PARCEL 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP'SOUTH 45'51'00" EAST 89.92 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL 15; THENCE NORTH 43'55'56" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON —TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39024139" WEST; THENCE SOUTHEASTERLY 916.29 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11'40'00" TO THE NORTHEASTERLY CORNER OF SAID PARCEL 4; THENCE ALONG THE SOUTHEASTERLY AND SOUTHWESTERLY LINES OF SAID PARCEL THE FOLLOWING; SOUTH 33909100" WEST 398.87 FEET; THENCE SOUTH 24050,021, EAST 156.64 FEET; THENCE SOUTH 31*49108" WEST 288.77 FEET; THENCE SOUTH 47'09'24" WEST 33.60 FEET; THENCE NORTH 41*51145" WEST 45.82 FEET; THENCE NORTH 25'25'26" WEST 167.16 FEET; THENCE SOUTH 48051'51" WEST 178.84 FEET; THENCE NORTH 40*39111" WEST 399.50 FEET; THENCE NORTH 48'51151" EAST 173.97 FEET; THENCE NORTH 41'08'09" WEST 253.13 FEET; THENCE NORTH 45*51100" WEST 24.79 FEET; THENCE NORTH 41008'09" WEST 282.88 FEET; THENCE NORTH 45'51100" WEST 20.06 FEET TO THE POINT OF,BEGINNING. EXCEPT THEREFROM THAT PORTION THEREOF INCLUDED WITHIN PARCEL A AS SHOWN ON SAID PARCEL MAP. CONTAINS 14.920 ACRES. 5 of 6 vn V MICHAEL J. SHOVLIN personally appearod personally known to me (or proved to me on the basis of sadsfactoty evWeacc) to be the persons) whose name(s) Islam subscribed to fhe within inst»m>ent and wAanowledged to me 0=hdshchhey exaured the samcin his+Lcrrdtcir authorized cai=itYCles). and that by hWher/their signatures) on the instrument the Pmsm(s), or the entity upon s acted, executed the instrument. behalf of which tlfe ( ) Ieessera�L WrrNP.SS my �� 'j" o .�-N ESTHER T. MARTI RNI _ 1y, �,� i� OTnRY PUBLIC-CALIFORNIA . Signamm RIVERSIDE COUNTY EXP. AUG. 9.7993 ( E&HER T. MARTINEZ / / 1 Name (ljrped or Primed) (`-/J ' PARCEL E THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL 19 SOUTH 00°17'55" EAST 53.67 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL; THENCE NORTH 89*42105" EAST 23.39 FEET; THENCE SOUTH 61044'35" EAST 107.90 FEET; THENCE SOUTH 52055119" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50*38128"; THENCE SOUTH 2°16'51" EAST 72.66 FEET; THENCE SOUTH 89*42105" WEST 154.11 FEET; THENCE SOUTH 44°42'05" WEST 12.73 FEET; THENCE SOUTH 89°42105 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE THE FOLLOWING; NORTH 5042'56" WEST 9.04 FEET; THENCE NORTH 52055'06" WEST 35.43 FEET TO A POINT ON A NON —TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1400.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 83'32126" WEST; THENCE NORTHERLY 150.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6'09139"; THENCE NORTH 44042'05" EAST 28.28 FEET; THENCE NORTH 00017155" WEST 33.84 FEET TO THE POINT OF BEGINNING. CONTAINS 0.897 ACRES PREPARED UNDER MY SUPERVISION: LA;JD OCENSES#5749, OLLIE, P.L.S. » Exp.t[;;;,'f6• EXPIRES 12/31/95 q$74c �%%\'� 9f _Ile `_ JOB #4189—LD2 F Df CAL,F�6 12/19/91 6 of 6 on ­ VV SHOVLIN personaly appeared MI personally known to me (or Proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrun catand acknowledged to me tbath drjdtey executed the sa win his+berld, authorized capacityCtes), and that by hislheflthcif sigaature{s) on [be nswment the person (s), of du c+mty upon behalf of which the,peOn(s) acted, executed the ingtfaTIBIC11t. .. n ^ OGFIC IAL SEAL wnwEss my Signature E THER T. MARTINEZ Name (typed. or Printed) STHER T. MARTINEZ rARY PUBLIC-CALIFORNIA RIVERSIDE COUNTY EXP. AUG. 9,7993 M /STATE OF CALIFORNIA ) SS. COONTY OF LOS ANGELES ) On �y//�/�i �1 /y�'Z before me '�a�tDc1 a Notary Public, 'personally appearedsonally known to me (or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her authorized capacity, and that by his/her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. =PUBLIC - SEAL mith m NOTARY ALIFORNIAOUNTY N ry PUb11c ov. 1. IM personally alb CVppe - MICHAEL J. SWHN pe- be the personally known W the (or proved W me on the basis of satis(actoq evidence) W �xe. ed the samein hisfbLrJtheir islare subscribed W the within Wwwnca¢and acknowledged tome *XbdsWdley authorizedcapaairyCjes). and that by hsslherlthcif signawre(s) on the inUrameot the person(s)r or the unity upon behalf of which the�petjoa(s) acted, executed the mstmmeor. WTrms my official Signrtture E THER T. MARTINEZ OFFICIAL SEAL STHER T. MARTINEZ TARP PUBLIC-CALIFORNIA RIVERSIDE COUNTY EXP. AUG. 9,1993 S Name (typed or rnn=j Sanctity of Contract MEMO... TO City of La Quinta OF RIVERSIDE COUNTY 2002 IOWA AVENUE, SUITE 100 o RIVERSIDE, CALIFORNIA 92507 (714) 276-2700 DATE February 25, 1992 78-105 Calle Estado FROM Parks, V.P. La Quinta, Ca. 92253 Attn: Stan B. Sawa OUR NO 95856-P YOUR NO: Lot Line Adjustment 1191-156 Parcel Man 25865 MESSAGE Per your request, enclosed is a copy of your letter of 1-28-92, along with a county conformed copy of Partnership Deed. I 7FRD) All FED z 6 19n 1 f f,J7Y OF La Gl1li0'({1 PL`1NNIN° DEPARTF,sF.I'T ST,O6 ® H E C I T Y 00 on own ow LU linta ,Q 1982 - 1992 Ten Cara[ Decade January 28, 1992 Washington/Adams LTD Mr. Colm Macken 2377 Crenshaw Boulevard, Suite 300 Torrance, CA 90501-3333 SUBJECT: LOT LINE ADJUSTMENT 91-156, PARCEL MAP 25865 Dear Colm: The Lot Line Adjustment submitted for the above parcel map is hereby approved, pursuant to the enclosed exhibit. You are hereby authorized to proceed with the recording of the deeds for this Lot Line Adjustment provided the changes given to your Engineer over the phone have been made. In addition, all deeds must show the following statement, "this Deed reflects Lot Line Adjustment 91-156". Please note that this Lot Line Adjustment is not valid until the deeds have been recorded. After the above deeds have been recorded please submit copies to this Department. Failure to do so may delay issuance of any future building permits effected by this adjustment. If you have any questions regarding the above, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR 5lian . ram. e�)av - Stan B. Sawa Principal Planner SBS:ccs Enclosure "> cc: Building & Safety City of La Quinta Pos office Box 1504 ♦ 78-105 Calle Estado La Quinta, California 92253 Phone (619) 564-2246, Fax (619) 564-5617 Desgn 8 PrWuMan: Mal Palmer Oes9n. 619'6 6 0772 LTRSS.075/CS H E C I T Y 0� 1G� a:4 ♦s e♦ AR La umta 1981 - 199, Ten Carat Decade January 28, 1992 Washington/Adams LTD Mr. Colm Macken 2377 Crenshaw Boulevard, Suite 300 Torrance, CA 90501-3333 SUBJECT: LOT LINE ADJUSTMENT 91-156, PARCEL MAP 25865 Dear Colm: The Lot Line Adjustment submitted for the above parcel map is hereby approved, pursuant to the enclosed exhibit. You are hereby authorized to proceed with the recording of the deeds for this Lot Line Adjustment provided the changes given to your Engineer over the phone have been made. In addition, all deeds must show the following statement, "this Deed reflects Lot Line Adjustment 91-156". Please note that this Lot Line Adjustment is not valid until the deeds have been recorded. After the above deeds have been recorded please submit copies to this Department. Failure to do so may delay issuance of any future building permits effected by this adjustment. If you have any questions regarding the above, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR !*n, ram.5av a, Stan B. Sawa Principal Planner SBS:ccs Enclosure cc: Building & Saf@tV City of La Quinta PosfOffice Box 1504 ♦ 78-105 Calle Estado La Quinta, California 92253 Phone (619) 564-2246, Fax (619) 564-5617 Desgn d PrWumon MaM1 Palmer 6sign. 61934&0772 ® H E C I T Y 0 e J& La Qui to 1982 - 1992 Ten Carat Decade January 28, 1992 Washington/Adams LTD Mr. Colm Macken 2377 Crenshaw Boulevard, Suite 300 Torrance, CA 90501-3333 SUBJECT: LOT LINE ADJUSTMENT 91-156, PARCEL MAP 25865 Dear Colm: The Lot Line Adjustment submitted for the above parcel map is hereby approved, pursuant to the enclosed exhibit. You are hereby authorized to proceed with the recording of the deeds for this .Lot Line Adjustment provided the changes given to your Engineer over the phone have been made. In addition, all deeds must show the following statement, "this Deed reflects Lot Line Adjustment 91-156". Please note that this Lot Line Adjustment is not valid until the deeds have been recorded. After the above deeds have been recorded please submit copies to this Department. Failure to do so may delay issuance of any future building permits effected by this adjustment. If you have any questions regarding the above, please contact the undersigned. Very truly yours, JERRY HERMAN PLANNING & DEVELOPMENT DIRECTOR 5f n ,- e7, lava. Stan B. Sawa Principal Planner SBS:ccs Enclosure cc: Building & Safety City of La Quinta os Office Box 1504 e 78-105 Calle Estado La Quinta, California 92253 Phone (619) 564-2246, Fax (619) 564-5617 Ilesgn 6 Produtlion Marl, Palmer Desgn. 619346 0772 LTRSS.075/CS STATE OF CALIFORNIA ) SS. COUNTY OF LOS ANGE S ) 1 On before me, a Notary Public,'personally appeared— _SHuc/ personally known to me ( or proved to me on the basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same in his/her authorized capacity, and that by his/her 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. [qOFFICIAL SEAL Trudy W. Smith vm: NCLOS NGELESCOUNTYNiAlomANGELEs COUNTY MY Comm. Expires Nov. 1. 1995 N Cy Public RECORDING REQUESTED BY 11 AND WHEN RECORDED MAIL TO r � Name Washington/Adams Partnership Street 2377 Crenshaw Boulevard, #300 Address City & Torrance, CA 90501 State L J MAIL TAX STATEMENTS TO r Name Street Address City & State L J CAT. NO. NNO0586 TO 1925 CA (11-83) I SPACE ABOVE THIS LINE FOR RECORDER'S USE Partnership Grant Deed THIS FORM FURNISHED BY TICOR TITLE INSURERS The undersigned grantor(s) declare(s): Documentary transfer tax is ( ) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( x ) City of La Ouinta , and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Washington/Adams Partnership, a California General Partnership da partnership organized under the laws of the State of California hereby GRANTS to Washington/Adams Partnership, a California General Partnership the following described real property in the County of Riverside , State of California. See Exhibits "A" and "B" attached hereto and made a part hereof. This deed reflects Lot Line Adjustment No. 91-156 as approved by the City of La Quinta. Dated: STATE OF CALIFORNIA COUNTY OF } SS. On before me, the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person_ who exe- cuted the within instrument as of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. WITNESS my hand and official seal. WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership By: SC ENTERPRISES, a California Limited Partnership, General Pa tner By: —! shurl Curci, General Partner By: WASHINGTON PLAZA ASSOCIATES, a California General Partnership, General Partner By: Michael J. Shovlin, General Partner By - By Partner Signature Title Order No. Escrow or Loan No. (This area for official notarial seal) EXHIBIT "A" LOT LINE ADJUSTMENT PARCEL A THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY LINE OF SAID PARCEL 1, SAID SOUTHWESTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, SAID POINT BEING NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°26'19" FROM THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, A RADIAL TO SAID POINT BEARS NORTH 37*59141" EAST; THENCE NORTH 44*09100" EAST 318.90 FEET; THENCE SOUTH 46°04'04" EAST 23.25 FEET; THENCE NORTH 43*55156" EAST 137.00 FEET, THENCE NORTH 46*04104" WEST 7.00 FEET; THENCE NORTH 43°55'56" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42°48'04" EAST; THENCE NORTHWESTERLY 630.49 FEET ALONG SAID CURVE AND SAID NORTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF 18°03'44" TO THE MOST NORTHERLY CORNER OF SAID PARCEL 19, THENCE ALONG THE WEST LINE OF SAID PARCEL 19 SOUTH 0°17'55" EAST 53.67 FEET; THENCE NORTH 89°42105" EAST 23.39 FEET; THENCE SOUTH 61*44135" EAST 107.90 FEET; THENCE SOUTH 52°55'19" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50`38128"; THENCE SOUTH 2*16151" EAST 72.66 FEET; THENCE SOUTH 89°42'05" WEST 154.11 FEET; THENCE SOUTH 44*42105" WEST 12.73 FEET; THENCE SOUTH 89042'05 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE SOUTH 5*42156" EAST 9.04 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 19 AND AN ANGLE POINT IN THE WESTERLY LINE OF SAID PARCEL 1; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING; SOUTH 33*04106" WEST 41.90 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1438.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 85056'18" EAST; THENCE SOUTHERLY 65.67 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2*37100"; THENCE NORTH 89042'05" EAST 124.29 FEET; THENCE SOUTH 0°17'55" EAST 84.74 FEET; THENCE SOUTH 45*51100" EAST 44.27 FEET; THENCE SOUTH 0'17'55" EAST 123.11 FEET; THENCE SOUTH 89*42105" WEST 155.61 FEET; THENCE SOUTH 0°17'55" EAST 21.23 FEET TO THE SOUTHWESTERLY CORNER OF SAID PARCEL 1, SAID SOUTHWESTERLY CORNER BEING ON THE ARC OF SAID HEREINBEFORE DESCRIBED CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 34*38148" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°20'53" TO THE POINT OF BEGINNING. CONTAINS 3.482 ACRES PARCEL B THAT PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: AT THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, SAID CORNER BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 45026'00" EAST; THENCE NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7026'19" TO A POINT TO WHICH A RADIAL BEARS NORTH 37°59'41" EAST; THENCE NORTH 44°09'00" EAST 318.90 FEET; THENCE SOUTH 46*04104" EAST 23.25 FEET; THENCE NORTH 43`55'56" EAST 137.00 FEET; THENCE NORTH 46*04104" WEST 7.00 FEET; THENCE NORTH 43055156" EAST 108,.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42*48104" EAST; THENCE SOUTHEASTERLY 39.48 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°07'52" TO THE SOUTHEASTERLY TERMINUS THEREOF; THENCE SOUTH 46"04'04" EAST 220.777 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 1 AND 2; THENCE SOUTH 43-55156" WEST 109.00 FEET; THENCE NORTH 46004104" WEST 7.00 FEET; THENCE SOUTH 43°55'56" WEST 137.00 FEET; THENCE SOUTH 46004104" EAST 62.00 FEET; THENCE SOUTH 44*09000" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45°51'00" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44009100" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 2; THENCE NORTH 40039'11" WEST 25.44 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL 2 TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 17; THENCE ALONG THE SOUTHEASTERLY, NORTHEASTERLY AND NORTHWESTERLY LINES OF SAID PARCEL 17 THE FOLLOWING; NORTH 51*11'40" EAST 84.25 FEET; THENCE NORTH 44°09100" EAST 40.52 FEET; THENCE NORTH 45051100" WEST 137.71 FEET; THENCE SOUTH 84034'51" WEST 88.07 FEET; THENCE SOUTH 44*09100" WEST 46.11 FEET TO THE POINT OF BEGINNING. CONTAINS 3.903 ACRES. PARCEL C THAT PORTION OF PARCELS 2, 3, AND 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID PARCEL 3; THENCE SOUTH 40°39'11" EAST 15.06 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL 3 TO THE MOST WESTERLY CORNER OF PARCEL 16 AS SHOWN ON SAID PARCEL MAP; THENCE ALONG THE NORTHWESTERLY AND NORTHEASTERLY LINES OF SAID PARCEL THE FOLLOWING; NORTH 44009100" EAST 140.81; THENCE SOUTH 45°51'00" EAST 27.03 FEET; THENCE SOUTH 59*44129" EAST 17.59 FEET; THENCE SOUTH 45051'00" EAST 122.73 FEET; THENCE SOUTH 36°04'48" EAST 44.79 FEET; THENCE SOUTH 41008109" EAST 150.13 FEET TO THE MOST EASTERLY CORNER OF SAID PARCEL 16; THENCE SOUTH 45°51'00" EAST 89.92 FEET ALONG THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP; THENCE NORTH 43055156" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39*24139" WEST; THENCE NORTHWESTERLY 355.12 FEET ALONG SAID CURVE, AND ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 3 AND 4, THROUGH A CENTRAL ANGLE OF 4`31117" TO THE NORTHWESTERLY TERMINUS THEREOF; THENCE NORTH 46004104" WEST 363.50 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 2 AND 3 TO A POINT WHICH IS SOUTH 46004'04" EAST 220.77 FEET FROM THE NORTHWESTERLY TERMINUS OF THAT CERTAIN COURSE SHOWN AS "NORTH 46°04'04" WEST 584.27 FEET" ON SAID PARCEL MAP. THENCE SOUTH 43°55'56" WEST 109.00 FEET; THENCE NORTH 46°04'04" WEST 7.00 FEET; THENCE SOUTH 43*55156" WEST 137.00 FEET; THENCE SOUTH 46°04'04" EAST 62.00 FEET; THENCE SOUTH 44909'00" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45°51'00" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44*09100" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE POINT OF BEGINNING. CONTAINS 6.986 ACRES PARCEL D THAT PORTION OF PARCEL 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP SOUTH 45051'00" EAST 89.92 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL 15; THENCE NORTH 43*55156" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39024'39" WEST; THENCE SOUTHEASTERLY 916.29 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11°40'00" TO THE NORTHEASTERLY CORNER OF SAID PARCEL 4; THENCE ALONG THE SOUTHEASTERLY AND SOUTHWESTERLY LINES OF SAID PARCEL THE FOLLOWING; SOUTH 33*09100" WEST 398.87 FEET; THENCE SOUTH 24*50,02" EAST 156.64 FEET; THENCE SOUTH 31*49108" WEST 288.77 FEET; THENCE SOUTH 47°09'24" WEST 33.60 FEET; THENCE NORTH 41`51145" WEST 45.82 FEET; THENCE NORTH 25*25126" WEST 167.16 FEET; THENCE SOUTH 48°51'51" WEST 178.84 FEET; THENCE NORTH 40*39111" WEST 399.50 FEET; THENCE NORTH 48*51151" EAST 173.97 FEET; THENCE NORTH 41008'09" WEST 253.13 FEET; THENCE NORTH 45*51100" WEST 24.79 FEET; THENCE NORTH 41"08'09" WEST 282.88 FEET; THENCE NORTH 45051100" WEST 20.06 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THAT PORTION THEREOF INCLUDED WITHIN PARCEL A AS SHOWN ON SAID PARCEL MAP. CONTAINS 14.920 ACRES. PARCEL E THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL 19 SOUTH 00°17'55" EAST 53.67 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL; THENCE NORTH 89*42105" EAST 23.39 FEET; THENCE SOUTH 61"44'35" EAST 107.90 FEET; THENCE SOUTH 52*55119" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50°3812811; THENCE SOUTH 2°16'51" EAST 72.66 FEET; THENCE SOUTH 89*42105" WEST 154.11 FEET; THENCE SOUTH 44°42'05" WEST 12.73 FEET; THENCE SOUTH 89*42105 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE THE FOLLOWING; NORTH 5042156" WEST 9.04 FEET; THENCE NORTH 52°55'06" WEST 35.43 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1400.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 83*32126" WEST; THENCE NORTHERLY 150.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6*09139"; THENCE NORTH 44`42'05" EAST 28.28 FEET; THENCE NORTH 00*171155" WEST 33.84 FEET TO THE POINT OF BEGINNING. CONTAINS 0.897 ACRES PREPARED UNDER MY SUPERVISION: S�0 LAND SA cl> �O E. SOLLIE, P.L.S. . Exp.72,1. CENSE #5749, EXPIRES 12/31/95 r # 749 JOB #4189-LD2 �f CALE� 12/19/91 6 of 6 WASH NGTON/ADAMS L.P. 0001 27 5 DATE INVOICE NO. :SCRIPTION INVOICE A'dG DEDUCTION BALANCE 01/06/92 010692 PLAN CHECK -LOT LINE ADJUSTMENT 125.00 125.0 DA EK > 01/06/92 I NUMBER > 12i$ I TOTALS, 125.00 _�% V 125.00 PLEASE DETACH THIS PORTION AND RETAIN FOR YOUR RECORDS. Ell Transpacific Development C o m p a n y VIA UPS OVERNIGHT TRANSMITTAL MEMO TO: Mr. Steve Speer CITY OF LA QUINTA 78-105 Calle Estado P.O. Box 1504 La Quinta, CA 92253 SUBJECT: One Eleven La Quinta Center Corporate Headquarters 2177 Cren,hnw Itotdr,ard s Low 100 Torrance. CA ')0- 11 f310)61X-?610 (310) 3201a242 la, DATE: January 6, 1992 FILING CODE: ENCLOSURES: Check No. 1275 for $125.00 for Lot Line Adjustment. REQUESTED ACTION/ COMMENTS: For plan check. Sincerely, WASHINGTON/ADAMS, L.P. By: Transpacific Development Company (V t L_%cIh.e c� fy"_ Colm Macken Vice President, Development CM: mak Enclosure qP HALL & FOREMAN, INC. 3170 Redhill Avenue COSTA MESA, CALIFORNIA 92626-3428 V L> IEUTEM 0V IVEMSMODUM (/711�4) 641-8777 FAX (7114)�641.0170 To l�l��i �L QylYl� DATE — /j _ TV JOB NO. ATTENTION �{a n � WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via_ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ the following items: ❑ Samples ❑ Specifications COPIES I DATE I NO. I DESCRIPTION r , THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER' 1LOIA,N TO US REMARKS U3 r ( ('l.l.l� C� _1 � N ❑ Resubmit copies for approval ❑ Submitcopies for distribution ❑ Return corrected prints I a (0St-2- I loesft ed d it-e- c vl d COPY TO l� C11 C u "l CI C / `sTe� �^� fc-, ) l,� SIGNED: PROOINT 21 3 �Iuc, Gmbh. Me, 01471 If arrclofuroe am not as noted, kindly notify ua at once. _ nnn®IIII�AAI HALL 11 FOREMAN, 1NC Civil Engineering-Larrd Flanning-Land SUr VeyinQ 3170 Red hiI1 Avenue Costa Mesa, California 92626-3428 Telephone (71.4; 641--8777 CLOSURE AND AREA CALCULATIONS REPORT LDT LINE ADJUSTMENT Dec(rcmber 17, 199'_ DSK2:41.88C.REFC32,553 Closure Traverses were run usi.ng... Iistance=., rounded to the nearest: 1/1.0000 of a Foot, and l3earinos raundvd to the 1-1f_0.r0St 1./10 of c Sec and. MISCELLANEOUS AREAS (MSC)-#-�t:'-�:# Closure: lot line adjustment # - Closure: LLA C/L **-I** End Point Start End Stored Coordinates Point Dearing Distance Point North East 26 3426.6956 3985.5169 26 N 41 08 35. 3; W 1324. 7400 25 4424. 3154 31 13. 9144 25 N Al 08 35.3 W 449.9800 24 4763.1511 2817.8535 24 S 48 51 24.7 W (R) 2375. 0000 23 3200. 5682 1.029. 3162 Arc Data: B.C. Pt. = 24 E. C, Pt. = 21 Rad. Pt. =: 23 Delta = 015 08 04.7 Arc = 627,3545 Tan = 315.5140 Radius = 2375.00', 23 N 33 43 20.0 E (R) 2375.0000 21 5175.9480 2347.8379 21 N 00 17 55, 0 W 752. 6899 22 5928. 6276 2343. 9151 MSC LENGTH is 3154.7648 feet. I Above MSC is not a closed area. PaQ& i •;' CIOsn.)re: L LA. I3DR1' +--- ii* - End Point: Start Er,d Stored Coordinates Faint Dearinc Dis tan Ce Pa.T1t NOrth East 221 3690.2247 3B64.5486 221 N 40 39 11. 2 W 399.4958 192 3993. 3093 3604. 2861 192 N 46 51 51.0 E i73.9662 791 4107.7536 3735.3106' 191. N 41 C)S C8. 9 W 253. 1293 189 42?S. 39e6 3568. 7905 1.89 N 45 51. 00.0 W 24.7925 188 131'5.6677 3551.0012 183 N 41 OL 02.ci W 282.8803 184 452S.7196 3364.9095 164 N 45 5C) 59.9 W I0r'.9792 180 4605.3245 3285.9975 1SO N 41. 08 02.9 W 1-90.1.273' 179 A716 3932 3187.2366 179 N 36 O4 48.2 W 44.7927 178 4754.5945 3160.8577 17E3 N 45 51 00.0 4J 122.7294 177 4840.0803 3072.7970 177 N 59 44 28.6 W 17.5897 1.76 4848.9438 3057.6038 176 N 45 51 00. C t-1 27. 0334 175 4867. 7736 3035. 2069 175 5 44 O9 00.0 W 140,8067 174 4766.7422 2940.1295 174 N 40 39 1!.2 W 40.4988 167 4797.4674 2913.7454 1.67 N 51 11 40.0 E 84.2501 166 4850.2652 2979.3996 166 N 44 09 00,0 E; 10.5242 .165 4819.3421 3007.6262 165 N 45 51 00.0 W 137,7053 164 4975,2591 2908.8202 164 S 84 34 51.1 W 62.0663 163 4966.941.9 2821.1455 163 S 44 09 00. C W 46. 1052 162 4933. 8605 2769. 031.4 162 S 45 26 00.3 W (R1 2470.0000 23 3200.5682 1.029.3162 Art Data: D. C. Ft. _' i62 E. C, Pt. = 1-15 Rad. Pt. = 23 Delta = 010 47 12.5 Arc == 465.0152 Tan = 233.1968 Radius = 2470.00 23 N 34 38 47.8 c (R7 2470.0004 145 5232.5731 2433,5440 145 N OO 17 55.0 W 21.2309 141, 525j? 8038 2433.4333 14i. N 89 42 05.0 E 1.55.6056 14z' 5254.6147 2589,0368 144 N 00 1i" 5'5.0 W 123.11,16 1.40 5377.7277 2585.3952 14O N 45 51 00.0 W 44.2726 139 540e.5653 2556.6288 139 N 00 17 55.0 W 84.7450 1.43 5493.3092 2556.1871 143 S 69 42 05.0 W 124.2862 142 5492.6614 2431.9006 1.42 S 8S 33 1.7.5 W (R) 1438.0000 1166 5456.3977 994.3579 Arc_ Data: D. C. P4. _= 142 E. C. Pt. == 3.177 Rad. Pt. = 1166 Delta = 002 36 59.7 Arc _ 65.6706 Tar: = 32.841.0 Radius = 1438.0000 i166 N 85 56 18.1 E (R) 1438.0000 1177 5558.2507 2426.7463 1.177 N 33 04 06.0 E 41.9031 154 5593.3663 1-451.6102 154 N 89 42 05.0 E 75.8100 153 5593.7614 2527,4192 153 S 00 1,7 55.0 E (R) 30.0000 152 5563.761E 2527.5756 Arc.: Data'. D. C. Pt. 153 E., C. Pt. = 1.51. Rad. Pt. = 152 Delta == 026 43 51. O Arc - 13, 9962 Tan = 7.1279 Radius = 30.0000 152 N 26 25 56. 0 E (R) 30.0000 151 5590. 6257 2540. 9297 151 S 63 34 04. O E 25. 7793 150 5579. 1503 2564. 0141 150 N 24 09 00,0 E 21.2.1868 149 5772.7678 2650.6262 1.49 S 31 51 34.8 W (R) 2000.0000 38 407-1.0811 1595.1447 Art Data: D. C. Ft. = 141T E. C. Pt. = 39 Rad. Pt. = 38 Delta = 012 04 21,.3 Arc = 421..4127 Tan = 211.4594 Radius = 2000.00 3S N 43 55 56.1 E (R) 2000.0000 39 5514.4025 2982.7592 39 5 46 04 03.9 E 584.2700 40 5109,0318 3403.5275 40 N 43 55 56.1 E (R) 11500.0000 4'1 8349.7551 6525.6602 Arc Data: D. C. Pt. = 40 E. C. Pt. _= 229 Rad. Pt. = 41 Delta = 016 11 17,0 Arc = 1271.4069 Tan = 639.9663 Radius = 4500.0 Page 2 41 S 27 44 39.1 W (R) 4500.0000 229 4367.0983 4430.7986 229 S 33 09 00.0 W 398.8660 228 4033.1511 4212.6856 223 S 24 50 02.1 E 156.6408 227 3690.9950 4278.4730 227 S 31 49 08.4 W 288.7714 226 3645.6207 4126.2219 226 S 47 09 24.4 W 33,6003 224 3622.7727 4101.5856 224 N Al 51 44.7 W 45.8241 223 3656.9001 4071,0052 223 N 25 25 26.3 W i67.1609 222 3807.6725 3999.2408 222 S 48 51 51.1 W 178.8375 221 3690.2247 3864.5486 Closure ERROR: S 74 30 1& 1 E: 0.0003 ft. 3690.224H 3864-5483 Closure Precision: 1 / 23949621 -0.0001 0.0003 MSC PERIMETER is 7184.8864 feet. AREA of MSC. No. 2 is 1285072.615 SF.... or 29.001.2 Acres v Closure: LLA PCL A (REM. PCL. 1) ***** ::tart Point Bearing 1.45 N 00 17 55.0 W 141 N 69 42 05.0 E 144 N 00 17 55.0 W 1.40 N 45 51. 00.0 W 139 N 00 1.7 55.0 W 143 S 89 42 WO W 142 S 8S 33 17.6 W Arc Data: B.C. Pt. Delta = 002 36 59.7 1166 N 85 56 12.1 E 1177• N 33 04 06.0 E 154 N 05 42 56.0 W i497 N 69 42 05.0 E 1498 N 44 42 05.0 E 1499 N 89 42 05.0 E 1500 N 02 16 51.0 W 1501. S 87 43 09,0 W Arc Data: WC. Pt. Delta = 050 38 26.0 1502 N 37 04 41.0 E 1503 N 52 55 19.0 W 1504 N 61 44 35.0 W 1505 S 89 42 05.0 W 1506 N 00 17 55.0 W 37 S 24 44 20.3 W Arc Data: B' C. Ft. Delta == 010 03 43.9 36 N 42 48 04. 2 E 1.394 S 43 55 56.1 W 1395 S 46 04 03.9 E (R) (R) (R) (R) (R) (R) End Distance Paint 145 21.2309 141 155. 6056 144 123.1146 140 44.2726 139 64.7450 143 124.2882 142 1438.0000 1166 142 E. C. Pt. _ Arc = 65,6706 Tan 1436.0000 1177 41.9031 154 5.0400 1497 25,0000 1498 12.7300 1499 154. 1100 1500 72.6600 1501 80.0000 1502 1501 E.C. Pt- _ Arc = 70.7083 Tan 80.0000 1503 66.8700 1504 107. 9000 1 505 23.3858 1506 53.6653 37 2000.0000 38 37 E. C. Pt. = 1.394 Arc == 630. 4695 Tan = 2000.0000 1394 1.08. 6.103 1395 7.0000 1396 End Point Stored Coordinates North East 5232.5731 2433.5440 5253.8038 2433.4333 5254,6147 2585.0366 5377.7277 2586.3952 5408.5653 2556.62SS 5493.3092 2556.1871 5492. 6614 2431. 9006 5456.3977 994.3579 1177 Rad. Pt. = 1166 32.8410 Radius = I438.0000 5558.2507 2426.7463 5593.3663 2451.6102 5602.3614 2450.7099 5602.4917 2475. 7096 561.1. 5399 2484. 6640 5612. 3431 2636. 771.9 5684.9455 2635.8803 5681.7617 2555.9436 1.503 Rad. Pt. = 1502 = 37.8509 Radius = 60.0000 5745.5869 2604.1753 5785.9030 2550.2260 5836.9857 2455,7640 5636.6638 2432.3946 5690.5284 2432.1149 4074.0811 1.595.1447 Rad. Pt. = 38 317.8817 Radius = 2000.00 5541.5134 2954-0569 5463.2965 2878.7023 5458.4399 2883.7434 Page 3 1.396 S 43 55 56.1 W 137,0000 1427 5359.7779 2786.6918 1427 N 46 04 03.9 W 23.2500 1428 5375. 9089 2771. 94B1 1428 S 44 09 00.0 W 316.8965 1429 51.47.0932 2549,8228 1429 S 37 59 41.2 W (R) 2470.0000 23 3200.5682 1029.3162 Arc Data: B. C. Pt. == 1429 E. C. Pt. = 145 Rad. Pt. = 23 Delta = 003 20 53.4 Arc = 144.3362 Tan = 72.1897 Radius = 2470.000 23 N 34 38 47.6 E (R) 2470,0000 145 5232.5731 2433.5440 Closure ERROR: N 40 24 35.9 W 0.0006 ft. 5232.5725 2433.5445 Closure Precision: I / 3223112 0.0006-0.0005 MSC PERIMETER is 262& 4899 feet. AREA. of MSC No. 3 is 15i6.94.243 SF ..... or 3.4624 Acres > Closure: LLA PCL B- ALBERTSON (PTN6 PCLS 1,2,3) **** * Start Point Bearing 1429 N 44 09 00.0 E 1428 S 46 04 03.9 E 1427 N 43 55 56.1 E 1396 N 46 04 03.9 W 1395 N 43 55 56.1 E 1394 S 42 48 04.2 W Arc Data: B. C. Pt. Delta = 001 07 51.9 38 N 43 55 56.1 E 39 S 46 04 03.9 E 1353 S 43 55 56.1 W 1392 N 46 04 03.9 W 1391 S 43 55 56.1 W 1390 S 46 04 03.9 E 1389 8 44 09 00.0 W 13BB S 45 51 00.0 E 1387 S 44 09 00.0 W 168 N 40 39 11.2 W 167 N 51 11 40.0 E 166 N 44 09 00.0 E 165 N 45 51. 00.0 W 164 S 84 34 51.1 W 163 S 44 09 00.0 W 162 S 45 26 00.3 W Arc Data: B. C. Pt. Delta = 007 26 19.1 23 N 37 59 41.2 E End Distance Point 1429 318. 8965 1428 23.2500 1427 137.0000 1396 7.0000 1395 108.6103 1394 (R) 2000.0000 38 = 1594 E.C. Pt. Arc = 39.4823 Tan (R) 2000. 0000 39 220. 7700 1393 1040000 1392 7.0000 1391 137. 0000 1390 62,0000 1389 180.8968 138E 198. 4642 1387 138. 9424 168 25.4369 167 84,2501 166 40.5242 165 137.7053 164 88.0663 163 46.1052 162 (R) 2470. 0000 23 162 E. C. Pt. _ Arc = 320.6770 T (R) 2470.0000 1429 Closure ERROR: S 50 29 51.0 E 0.0010 ft Closure Precision: i / 2431101 End Point Stored Coordinates North East 5147.0932 2549.B228 5375.9089 2771.9461 5359. 7779 2788. 6918 5456.4399 2883.7434 5463. 2965 2876.7023 5541.5134 2954.0569 4074.0811 1595.1447 39 Rad. Pt. = 38 = 19,7418 Radius = 2000.0000 5514.4025 an 2982,7592 5361.2307 3141.7491 5282.7332 3066.1241 5287.5898 3061.0830 5168.9278 2966.0314 5145. 9118 3010. 6613 5016. 1150 2664. 6797 4677.8629 3027.0952 4778. 1692 2930.3170 4797. 4674 2913. 7454 4850.2652 2979.3996 4B79. 3421 3007. 6263 4975. 2591 290B. 8202 4966.9419 2821.1455 4933.8605 2789.0314 3200. 5682 1029. 3162 1429 Rad. Pt. = 23 = 160. 5641 Radius = 2470.00 5147. 0932 2549. 8228 5147. 0938 2549.8220 -0. 0006 0.0008 Page 4 MSC PERIMETER is 2431.1011 feet. AREA of MSC No. 4 is 170011..112 SF ..... or 3.9029 Acres =-# Closure: LLA PCL C (PTN PCLS 3 & 4) ****# End Point Start End Stored Coordinates Point Bearing Distance Point North East 166 4778. 1692 2930. 3170 166 N 44 09 00.0 E 1.38. 9424 1387 4877. B629 3027. 0958 1.387 N 45 51 00.0 W 1,78.4842 1388 t016.1150 2884.6797 138E N 44 09 00.0 E 180. 8966 1389 5145. 911.8 3010. 6813 1389 N 46 04 03.9 W 62.0000 1370 5188. 927B 2566. 0314 IWO N 43 55 56.1 E 137. 0000 1391 5287. 5898 3061. 0830 1391 S 46 04 03.9 E 7.0000 1392 5282.7332 3066.1241 1392 N 43 55 56.1 E 109.0000 1393 5361.2307 3141.7491 1393 S 46 04 03.9 E 363.5000 40 5109.0318 3403.5275 40 N 43 55 56.1 E (R) 4500.0000 41 8349.7551 6525.6602, Arc Data: B.C. Pt. = 40 E.C. Pt. = 1471 Rad. Pt. = 41 Delta = 004 31 17.4 Arc: = 355,1178 Tan = 177.6511 Radius = 4500.00 41 S 39 24 38.7 W (R) 4500.0000 1.471 4872.9894 3668.7212 1471 S 43 55 56.1 W 456.6401 1472 4542.6948 3350. 5134 1472 N 45 50 59.9 W 89.9154 ISO 4605.3245 32B5.9975 ISO N Al OS 08.9 W 150. 1273 179 4718. 3932 31S7. 2368 179 N 36 04 46.2 W 44.7927 1.78 4754.5945 3160.S577 178 N 45 51 00.0 W 122. 7294 177 4640. 0803 3072. 7970 177 N 59 44 28.6 W 17.5897 176 4648. 9438 3057. 603E 176 N 45 51 00.0 W 27.0334 175 4867.7736 3038,2069 175 5 44 09 00.0 W 140.6067 1.74 4766.7422 2940.1295 1.74 N 40 39 11.2 W 15.0619 166 4778.1692 2930.3170 Closure ERROR: S 51 29 44.9 E 0.0007 ft. 4778.1696 2930.3165 Closure Precision: 1 / 3740911-0.0004 0.0005 MSC PERIMETER is 0618,6383 feet. AREA of MSC No. 5 is 304319.546 SF ..... or 6.9862 Acres *** Closure: LLA PCL D (REM. PCL 4) **#*# End Point Start End Stored Coordinates Point Bearing Distance Point North East 1472 4542.6948 3350.5134 1472 N 43 55 56.1 E 45S.6401 1471 4872,9894 3666.7212 1471 N 39 24 38.7 F_ (R> 4500,0000 41 8349.7551 6525.6602 Arc Data: B. C. Pt. = 1471 E.C. Pt. = 229 Rad. Pt. = 41 Delta = 011 39 59.6 Arc == 916.2391 Tan = 459,7341 Radius = 4500.00 41 5 27 44 39.1 W ( R ) 4500. 0000 229 4367. 0983 4430. 7966 Page 5 229 S 33 09 00.0 W 39B.8660 228 403S.151i 4212.6856 2 2 S S 24 50 02.1 E 156.6408 227 3890.9950 4278.4730 227 E 3.1 49' 08.4 W 288, 7714 21-6 3645. 6207 4126.2219 226.- S 47 09 24.1 W 33.6003 224 3622, 77 27 41.01.5856 224 N, 41 5, 44. 7 W 45. 8241 223 3656. 9001 4071. 0052 22C2 N 25 25 2b. W 167.1609 222 3807.8725 3999.2408 222 S 4S 51. 51. 1 W 17& a379 221 3690. 2217 3664. 54S6 221. N 40 39 11. 2 W 399. 4958 192 3993, 3093 3604. 2861 1.92 N 4B 51 514,0 E 173.9682 191 4107.7536 3735.3106 191 N 41 08 08.9 W 253,1293 1P5 4296.3986 356S.790" 139 ld 45 51 00. O W 24. 7928 182 4315. 6677 3551. 0012 ias N 41 08 08.9 W 2.82.BE03 184 452E.7196 3364.9095 IS4- N 45 50 59.9 W 20, 0638 1472 4542.6945 3350.5134 Clo=_ure ERROR: N 48 4E. 54.3 W 0. 0005 ft, 4542. 6945 3350. 5132 Closure Precision: I / 7597919 0. 0003 --0.0004 NEC PERIMETER is 3798,9599 feet. AREA o= MSC No. 6 is 667954.258 SF ..... o, 15.3341 Acres =-s Closure: LLA R/W 1ii & WASH **A** End Point Start End Stored Coordinates Paint BeaT'in9 Distance Point North East i152 3494.9770 4032.2103 1152 N 40 39 11.2 W 1732.9572 1153 4E09.7164 2903.2270 1152 S 49 20 49.0 W (R) 2470.0000 23 3200.5682 1029.31.62 t-i Data: B. C. Pt. = 1153 E. C. Pt. = 145 Rad. Pt. = 23 Delta = 014 42 01.2 Arc == 633.7260 Tan = 318.6127 Radius = 2470.00 23 N 34 38 47. 8 E (PI 24 70. 0000 145 5232. 5731 2433. 5440 145 N 00 17 55.0 W 231.3222 1167 5463.8922 2432.3384 1167 S 69 42 05.0 W (R) 143E.0000 1166 5456.3977 994,3579 A.rc Data: B. C. Pt. _ 1167 E. C. Ft. = 1177 Rad. Ft. = 1166 D::1ty = 003 45 46.9 Arc = 94.4436 Tan = 47,23P.9 Radius = 1438.0000 1. 166 N D5 56 18. 1 VE (R i : lt;>8. 0000 1177 5558. 2507 2428. 7463 i 1'77 N 33 04 06. 0 E 41.9031 1.54 5593. 3663 2451. 6102 154 N 05 42 56.0 W 16.0800 117B 5611.3564 2449.8097 1178 N 52 55 06.0 W 35.4303 1165 5632.7193 2421.5441 116'_'.• N E3 32 25, 8 F (R1 1400. 0000 1164 5790.2205 3812. 6564 Arc Data: B.C. Pt. = 1165 E. C, Pt. = 1163 Rad. Ft. = 1164 Delta = 006 09 39.2 Arc -- 150.5389 Tar: = 75.3421 Radius = 1400.000 1164 S 89 42 05.0 W (Ri 1400,0000 1163 5722.9241 2412-6754 1 i 6113 N 44 42 05. 0 E 2S. 2843 1162 5803. 0261 2432. 5709 1162 N 00 37 55.O W e7.5015 37 5B90.5284 2432.1149 MSC LENGTH i5 3054.1876 feet. Abc4e MSC is not a closed area. Pace 6 �-=** -* tC1o: u r e : L.LA PCL E (PCL19; End Point S'hurt Erid Stored Coordinates Feint Bearing Distance Point North East 1497 5602.3614 2450.7099 149'7 N' 89 42 05. O E 25, 0000 7.49E 5602. 4917 2475. 7096 1498 �N 44 42 05.0 E 12.7300 1499 561i.5399 2454.6640 1495' �N 89 42 05.0 E 154.1100 1500 5612.3431 2638.7719 1 500 � N 02 16 . -. 10 W 72, 6600 1501 5664. 9455 2635. 8503 1501 S 87 43 09.0 W (R.) 80.0000 1502 5681.7617 2555.9436 '.rc Data: B.C. Pt. = i501 E.C. Ft. = 1.503 Rad. Pt. = 1502 Delta = 050 38 -.e.{) ATc - -10.7082 Ton == 37.6509 Radius = 80.0000 1502 N 37 04 41, 0 E ( R ) 80. 0000 1503 5745. 5669 2604. 1*758 1503 --N 52 55 19. 0 W 66. 8700 1504 5785, 9030 2550. 8260 1 504 . +,t 61 44 35. 0 W 107. 9000 1 505 5836. 9657 2455. 7640 150"' -£ 89 42 05.0 W 23.389E 1506 5836.863e 2432.3946 1506 ._5 00 17 5`%%.0 E 33.6362 1162 5303,0281 2432,5709 1162 --'c 44 42 05.0 W 28.2H43 1163 57E2.9241 2412.6754 1163 -N 89 42 05.0 E (R) i400.0000 1164 5790.2205 3812.6564 Arc Data: B C. Ft. = 1163 E. C. Pt. -= 1165 Red. Ft. = 1164 Delta = 006 09 39.2 Arc = 150.5389 Tan = 75.3421 Radius = 1400.000 1 164 -S Ef3 32 25. 8 L•41 (R) 1 400. 0000 1 1 65 5632. 7193 2421. 5441 11 S 52 55 06,0 E 35.4303 1178 5611.3564 2449.8097 117E S 05 42 56,0 E 9.0400 1497 560*2.3614- 2450.7099 Closure, ERROR: S 50 58 23.6 E 0,0001 ft. 5602.361.4 2450.7099 Closure Precision: 1 / 7904979 0.0000 0.0000 Mt;C PERIMETER is 790.4979 feet. AREA of MSC Na. B is 39083.764 SF.. -or 0.8972 Acres. a-e,rs Report Summary ***** MSC Area = 2618135.540 SF ..... or 60.1041 Acres ENI) OF REPORT Page 7 0. tWelt.rM Irtlwurtn w OTINART TITLE COMPANY , AM WHO ONOMM WA TRANS PACIFIC OtYELO►NEN1 C �+r+ 2777 CRININAN OOULEYARD, SU ..„LTPIRAMCtr CA 90501-/12S we w ow,�Oorw a �SAME AS ABOVE aoa,. L. J Error \tlu+,�,.Q.��-_:la-- - p - 0 g t,.t 11 r i t�C �. Wr » a « i 300 VAS{ I WOR FOIL Ni70NONR'lo tloevinemary InK,ete 10% I. (Sf,Ii..AAarTl/t, GKhnted en Ion tort Werrprery tyt�, l* ' Co,ryMe/ oK f04 roll* IN' I:wn 1 nYw( Nett i romieloF llia -n at tlaw OI ,Ne, r� . p t'olKrep,onttl ora city or I& WA7.rA.. a RI>a: toll. Oa0_ of(o w f:frl Grant Deed br3�'!y0-Do�¢f1d� w orywaor »ru M„rOwr or nr000lOe Cor./rr , Mit A VALUABLE ODNSIDFJIATION, mdp of aviJ& to h"1, 4 eukA.rledpd,. YASHINGTDN PLAZA ASSOCIATES, A GENERAL PARTNERSHIP krrrhr CRANT(S) to MASMINCTONIAOANS L. Pot A Collfernlo Lloltotl Pvrtnerohip the lelbrlh f deoerltvd rat r W Y 10 dte CItY of Le Quints, twooly of , slob of Callfw"I RIVERSIDE AS PER THE LEGAL DESCRIPTION ATTACHED HERtTO AND MADE A PART HEREOF AS THOUGH CONTAINED HERttN. Ai +Amish A, uln-.li,1Pl9 YAfmlNct�N �t 6snr3AliE +• ,,.. -: ,ei� ,°q'�`M1 • anrrsl preeoFONiN fT _ HICKEL JCAWUN, CORRAL PARTNER YUM tofeolRo►o It11teF ,ANr taee,d Ito Wt OsM twOomO'tIMMOC fAAR NOTARY YAL OR OTAMP v i! 10 cc i STSNART TITLE CONPAN► } aft w" arwr W^ to . w-ft TRANS PACIFIC DEVILMENT CO, m000mm 1177 CRENSHAW SDULEVARD, SUIT .g TORRANCE, CA 00501-8115 J ,wn w rr,statsM N ..y SoNE AS ABOVE 1 PRO 40 UPACR ADovt +tuR 4rtR PeR N.00w.nt. vrs�t��� Urcvaewa,r) trt..wt In SC.S�i-.AT'.lAGIl6a.Aiff�fR�. (] C W*Wd rw log rohw of"0" .r .X. {q �pd M too u1w "ptm iwr,r ; tt a't ;:,"*a drr.,a a rim of silt. _ 10!:0. w,wL SaOMtM11�M•a1r,Mlrrarrls•' w tiowr, 0I ZOS160 O Vnint6ipo.ard otto Gtf 9015.. bUA1.T A» Ermw No. t lnno w P__-- AAl): wy- oae- ow .� o►y Tick Or&t P. nt Deed t:Ia-yro.00a,roo� re - [ nnr Igaw IYIINMNq Mt trywAaf Tr,ra aaIIM,N W AwtM.Ot taVwrr Of ,rbkA k odwavtrd FOR A YAWABLE ODNSIDtS1AT1Oft. tralp 1e+AF N� " `• HASH MON PLAZA ASSOCIATES, A SENERAL PARTNERSHIP "y CRANTf3! a j: WASH INOTOR/ADANS L. P., A California Llwitad Partnarabtp lbr toAowlnt awflw ml prwprtlT is dM City of La Quint&, tmo,uw A CaUlara4i nIpRIVERSIDE AS PER THE LEGAL DESCRIPTION ATTACHED HERETO AND NADE A PART HEREOF AS THOU6H CONTAINED HEREIN • A: &xmis/T ,� ,oae wA6xtRcraN PLAu�;E�^^,•�a DNTIO!!ACY .. i Gnrral portnarsbfp twi,,e..n dtin.w+41 STUL PARTNER r STAT% OF CALNOAWA M.rwwwa'wram cvumdw R vartilda =s0 rraoa„1MMW 0, January 12,_1989 Gtew w,,rM•olwMrd., Ndsn PrtM lt,atMaalMM rslwalA' �•^--•••----- ,nrntar..r. !uwtv�tr _ i I H 0 I W v4 a. Milli A a i IO�RCtL lr That portion of the Northeast quarter of the Northeast quarter of Settled 30, Township 3 South, Ranp 7 Seat, Ban Sornardise Sets and Meridian, according to the Official ►lot thereof, daserfad as fallouts 190INNING at the Ilorth*att corror of Said section[ TNSN6t $"thirty 348.70 feet on the test line of said $action to the intarsoatlan with the Northeasterly line of the Coachella Valley County Water District Flood Control Channel, at deseribod In doed recorded Nareh 23, 1961 as tattrua"at No. 24660 in look 2972 page S09 of Official lecorde of Riverside County, California, being a polst on o curve concave Northeasterly having a rediva of 4,000 feet and with a tangent bearing at this point of North 67e36'32" Wosti TgtNM Northwesterly on the are of *aid our" through a central angie of 1063511IS" for an ors distant* of M.81 feet to a point on the Nortk line of @aid $action{ TN1NC[ Sootorly on void Northerly Ilea 651.46 feet to the point of Beginning. TARCt6 2i That portion of the Northeast quarter of aaetios 30, Township S South, Ran{{o 7 cast, ton Bernardino tau and 16orl4146, according to the Official Plat thereof, lying Routhweaterly of the gouthwedtorly line of the Ceechaila Valley County Water District hood Control Channel. described in dead recorded March 13, 1961 as Inettwrat No. 146SO in took 2372 pap 509 of Official Records of Rivereido County, Californis, and lyieg Northeasterly of the Northeasterly line of that portion described in dtod to the State of California, recorded Doc*wbor 14, 1931 as Iastrwweat No. 844 in took M pap $21 of official Records of Niveraide County, California[ SUM that portion described in Parcel l of the dead to the Steae of ColiforaLs recorded October 9, 1967'as tnstruMat No. 08601 of official Records of Rivers/da Canty, Califerniet A4I0 UCKIPTINO a parcel of load 1a the Northeast quarter of Section 30, Township 3 South, Ranp 7 test, Mad bornerdino base and IerLdion, more particularly described as followei -toetieued- 9 s t,, e. r" UOINNINO at a point on the North line of section 301-10mohip ) South, Rasp 1 Rest, fall Mrnaralne Seer and Ngridian, 1465.93 feet Vogt of the Northeast corner{ TMOX southeasterly along the are of s curve concave to the loft Whoa tanpat boars South 48s20'12" st*t be+Ing a radius of 4-500.00 loft through a central galls of 10039,53" a distance of 861.79 fort{ tWYM North 71,10,13" last a distance of 1)6).31 feet to the said North 1!ne of said section 301 T00% North 890)1144" seat along said North line, a distance of 766.36 feet to the 9oint of beginning. P4cgL 31 A portal of land in the Nertha■ot quartor of $active 3D, Tawnshia ) south, low 7 Sect, son lorneroiao logo and taridisn, sort particularly described as follows: UCIM1N0 at a point on the North line of section 30, Tomohip ) South, Range 7 last, San Bernardino Rest and thriditn, l465.93 toot vast of the Northeast cotnerl TNC"Cs southea*ttrly along the are of a cur" cents" to the deft Whose tangent bear• $ouch 48620'12" tat having 4 radius of 46500.00 het through a control angle of 10.99'53" a distance of 363.I9 fttti Tnpa North 11,20,15" Vtat a distance of 1565.51 toot to the said North line of get# Nation 301 tMSNCs North 69'Sl'44" last along *aid North line, s distance of 7$6.34 toot to the point of beginning, ►ARGIL 41 That portion of the southeast %varter of the sewthesst %usrcer of Section 19. Townshtp ) South, Range I bat, son larnerdlno Sao* and Neridtat, ►hording to as Official plat of sell land filed is the District tend Office, descri"A as foltwrt WINNING en the South line of the Southwat quarter of the Southeast quarter of raid Notion, at the point of ►gttreectlett with the NortMaotorly line of that certain portal of lead conveyed to the state of a■ Instroument,No. 1h044hway purposes. to look 363 pate 490drecorded Februarof official Re ord$l7. of 1935 Rivorside County, California{ T09009 North 89 31'3)" Sat 139.9) lost to the South line of said section, to a point oh the Southwesterly line of that certain portal coo+eyed to theCaehella Talley County Valor District, by dad got Just 11, 1960 as taetregont No. 5)916 is seek 2I15 Palo 466 e! official Records of Nl"taldf Qounty, Californtal said Southwesterly line being on a our", tones" Northeasterly with a radius of 430O feet, with a consent wbicb bears Nortb 4 *10'ti" vast{ -ceatiened- , a 0 i f , /Y f ` 12N2211 A 001 1190 . T11211a Northwesterly ob the are at said carve through a antral &561* of 2015'52" tot an are distance of 177.67 toot to a point of toopecyl TRUCK North 46'04'20" Rest 564.27 feet on said Soothwesterly Ifns. to the btginaing of a curve, concave to the Southwest, baring a radius et 2WO toott TR6NCS Northwesterly on the are of said curve, through a central aegis of 20'44121" for on are distance of 721.93 toot. to a pint en the sooterly lire. of Marshall Street (R►ahtnit*n Street); TRSMCS South 00'19'30" Seat 701.09 test M said Restarly line to the Norcboostarty line of that certain parrot tonged to the state of California, for highway purposes, by dead borate6ova referred to; said Northe starly line being on a ear", eontsve to the southwest. having a radius of 2530 feet, A radial line at acid point bears North 34032'24" So►t$ TN61401 Southeasterly on the are of sold curve, through s central eagl* at 6916,52" for an arc distant* of 368.36 toot to the point Of Beginning. $aid pioportyLs also shown on Nscord at Survey ea tit* Ln Book l6 page $S, of Records of Survey. Records of Niierelde County,California; Bxcgniwc therefrosw that portion conveyee to the State of C*iitorala, by dead recorded July 30, 1966 to tmttvftnt No. 71496 of Official Records of Rivarotdo County, California; i ALSO UCtpT1No therefrom that portion oonveyed to the County of - Slversids, by dead recorded "arch 19. 197$ as Instrument No' 31422 of official Records at Riverside County, California. ALSO 910E►TtOO therefrom that portion Conveyed to the City of La I Quint&, by deed recorded December 13. 1962 se fostrumebt Mo. 214646 of official Records of livereide County, Colitorniol ALSO 17,CIPTiNO therefrom that portion of the Southwest qu*rtsr at the Southoast qusfter of Section 19. Township $ south, Rab6a 7 last, son Bernardino We and Moridfan, deaeribed a■ tollowds EXCINN1R0 at the South quarter corner of said Section 19; TNSNCS atolls the South line thereof, North 69.31'35" loot 377.19 ett Twgwcg North 0918125" Rest 44.00 lost to a point on a line parall :, with and 44.00 toot North, &soured at right 858148, Ira* -t'd sw=th line, said poiat being the TRUE po1NT OF WINNING; TNSNCI along said parallel line, north S9'S1'33" Bost 121.31 teat$ TMBNC9 North 38'06,54" last 17.31 teat; TRSNCS North Sl'S3106" Whet 147.03 Coati TNBNCI south 3s'06'S4" Wet IS1.30 test; 701109 south S1433106" Boot 46,SS teat to the "04 ►OINT 0r RO1NNtN0. Continued- Yt, 1 d IMIOIT A CMMK%b fAtCEL St That vorttom of the loathwest quarter of the B"thfa#t quarter of Slettaft Ito TOWROMP 5 South, 24ASS I toot, Ban Berardino lose and Meridian, described as follow: WGINNINO at the South quarter tore,, of said goettom 191 TRKMCI along the South line thereof, worth $9631,35" test 371.19 test, TRSNCR North 0*96123h West " .00test to a Point an a lift parallel with and 44-00 feat North, measured at right angles, from said South liftl said polat being the TIUR ?OtWr of gSO:"lpQ; TWEACK along said parallel Uft, Worth 89431933" gait MJ? test$ TN6NC9 North 30006154h gas% ??.$I toot$ TYANCE North 11053106" West 141.03 fw; TUM South 38,06136h Vast 151.30 f4etj TOSMS 100th 51O33'060 toot 46.53 foot to the ?IV& FOlWr Op Vg9lXNfM. 0 RECORDING REQUESTED BY AND WHEN RECORDED MAIL THIS DEED AND, UNLESS OTHERWISE SHOWN BELOW, MAIL TAX STATEMENTS TO: NAMerWashington/Adams L.P. -1 STREET 2377 Crenshaw Blvd. ADDREBE Suite 300 CITT, Torrance, CA 90501 L STAT EI :I, J Title Order No ............................. Escrow No........................... This spore for Recorder's use Grant Deed THE UNDERSIGNED GRANTOR(s) DECLARE(s) DOCUMENTARY TRANSFER TAX isE ❑ unincorporated area IN City ofla-Diu n to Parcel No. _ ❑ computed on full value of property conveyed, or ❑ computed on full value less value of liens or encumbrances remaining at time of sale, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Washington/Adams L.P., a California Limited Partnership By: SC Enterprise, A California Limited Partnership, General Partner hereby GRANT(S) to Washington/Adams L.P., A California Limited Partnership By: SC Enterprise, A California Limited Partnership, General Partner the following described real property in the county of Riverside , state of California: See Exhibits "A" and "B" attached hereto and made apart hereof This deed reflects Lot Line Adjustment No. by the City of La Quinta. Dated STATE OF CALIFORNIA COUNTY OF SS. On this day or in the year before me, the undersigned, a Notary Public in and rot said County and State, personally appeared personally known to me for proved to me on the basis of satisfactory evidence) to be the person whose name subscribed to the within instrument and acknowledged that executed the same. Signature Washington/Adams L.P Limited Partnership By: SC Enterprise, Limited Partnership, Partner as approved , A California A California General Name (Typed orPrinted) FOR NOTARY SEAL OR STAMP Notary Public in and for said County and State MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SO SHOWN, MAIL AS DIRECTED ABOVE Name Street Address City h .State I.IM " I a EXHIBIT "A" LOT LINE ADJUSTMENT PARCEL A THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHWESTERLY LINE OF SAID PARCEL 1, SAID SOUTHWESTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, SAID POINT BEING NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°26'19" FROM THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, A RADIAL TO SAID POINT BEARS NORTH 37059141" EAST; THENCE NORTH 44°09'00" EAST 318.90 FEET; THENCE SOUTH 46°04'04" EAST 23.25 FEET; THENCE NORTH 43*55156" EAST 137.00 FEET; THENCE NORTH 46°04104" WEST 7.00 FEET; THENCE NORTH 43055,56" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42*48104" EAST; THENCE NORTHWESTERLY 630.49 FEET ALONG SAID CURVE AND SAID NORTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF 18°03'44" TO THE MOST NORTHERLY CORNER OF SAID PARCEL 19, THENCE ALONG THE WEST LINE OF SAID PARCEL 19 SOUTH 0°17'55" EAST 53.67 FEET; THENCE NORTH 89°42105" EAST 23.39 FEET; THENCE SOUTH 61°44135" EAST 107.90 FEET; THENCE SOUTH 52°55'19" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50,38128"; THENCE SOUTH 2016151" EAST 72.66 FEET; THENCE SOUTH 89°42'05" WEST 154.11 FEET; THENCE SOUTH 44'42105" WEST 12.73 FEET; THENCE SOUTH 89*42105 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE SOUTH 5°42156" EAST 9.04 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 19 AND AN ANGLE POINT IN THE WESTERLY LINE OF SAID PARCEL 1; THENCE ALONG SAID WESTERLY LINE THE FOLLOWING; SOUTH 33004106" WEST 41.90 FEET TO A POINT ON A NON - TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 1438.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 85*56118" EAST; THENCE SOUTHERLY 65.67 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2°37100"; THENCE NORTH 89°42'05" EAST 124.29 FEET; THENCE SOUTH 0*17155" EAST 84.74 FEET; THENCE SOUTH 45°51100" EAST 44.27 FEET; THENCE SOUTH 1 of 6 0 0°17'55" EAST 123.11 FEET; THENCE SOUTH 89-42105" WEST 155.61 FEET; THENCE SOUTH 0°17155" EAST 21.23 FEET TO THE SOUTHWESTERLY CORNER OF SAID PARCEL 1, SAID SOUTHWESTERLY CORNER BEING ON THE ARC OF SAID HEREINBEFORE DESCRIBED CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 34°38148" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°20'53" TO THE POINT OF BEGINNING. CONTAINS 3.482 ACRES 2 of 6 PARCEL B THAT PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF PARCEL 17 AS SHOWN ON SAID PARCEL MAP, SAID CORNER BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2470.00 FEET, A RADIAL TO SAID CORNER BEARS NORTH 45°26'00" EAST; THENCE NORTHWESTERLY 320.68 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7°26'19" TO A POINT TO WHICH A RADIAL BEARS NORTH 37*59141" EAST; THENCE NORTH 44°09'00" EAST 318.90 FEET; THENCE SOUTH 46"04'04" EAST 23.25 FEET; THENCE NORTH 43°55'56" EAST 137.00 FEET; THENCE NORTH 46'04104" WEST 7.00 FEET; THENCE NORTH 43*55156" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 1, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 2000.00 FEET, A RADIAL TO SAID POINT BEARS NORTH 42°48104" EAST; THENCE SOUTHEASTERLY 39.48 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1°07'52" TO THE SOUTHEASTERLY TERMINUS THEREOF; THENCE SOUTH 46*04104" EAST 220.77 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 1 AND 2, THENCE SOUTH 43°55'56" WEST 109.00 FEET; THENCE NORTH 46*04104" WEST 7.00 FEET; THENCE SOUTH 43'55'56" WEST 137.00 FEET; THENCE SOUTH 46*04104" EAST 62.00 FEET; THENCE SOUTH 44*09100" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45°51'00" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44*09100" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 2; THENCE NORTH 40*39111" WEST 25.44 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL 2 TO THE MOST SOUTHERLY CORNER OF SAID PARCEL 17; THENCE ALONG THE SOUTHEASTERLY, NORTHEASTERLY AND NORTHWESTERLY LINES OF SAID PARCEL 17 THE FOLLOWING; NORTH 51*11'40" EAST 84.25 FEET; THENCE NORTH 44°09'00" EAST 40.52 FEET; THENCE NORTH 45°51100" WEST 137.71 FEET; THENCE SOUTH 84°34'51" WEST 88.07 FEET; THENCE SOUTH 44*09100" WEST 46.11 FEET TO THE POINT OF BEGINNING. CONTAINS 3.903 ACRES. 3 of 6 PARCEL C THAT PORTION OF PARCELS 2, 3, AND 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST WESTERLY CORNER OF SAID PARCEL 3; THENCE SOUTH 40°39'11" EAST 15.06 FEET ALONG A SOUTHWESTERLY LINE OF SAID PARCEL 3 TO THE MOST WESTERLY CORNER OF PARCEL 16 AS SHOWN ON SAID PARCEL MAP; THENCE ALONG THE NORTHWESTERLY AND NORTHEASTERLY LINES OF SAID PARCEL THE FOLLOWING; NORTH 44*09100" EAST 140.81; THENCE SOUTH 45°51'00" EAST 27.03 FEET; THENCE SOUTH 59*44129" EAST 17.59 FEET; THENCE SOUTH 45*51100" EAST 122.73 FEET; THENCE SOUTH 36`04'48" EAST 44.79 FEET; THENCE SOUTH 41*08109" EAST 150.13 FEET TO THE MOST EASTERLY CORNER OF SAID PARCEL 16; THENCE SOUTH 45°51'00" EAST 89.92 FEET ALONG THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP; THENCE NORTH 43*55156" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON -TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39*24139" WEST; THENCE NORTHWESTERLY 355.12 FEET ALONG SAID CURVE, AND ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 3 AND 4, THROUGH A CENTRAL ANGLE OF 4-31117" TO THE NORTHWESTERLY TERMINUS THEREOF; THENCE NORTH 46°04104" WEST 363.50 FEET ALONG THE NORTHEASTERLY LINE OF SAID PARCELS 2 AND 3 TO A POINT WHICH IS SOUTH 46°04'04" EAST 220.77 FEET FROM THE NORTHWESTERLY TERMINUS OF THAT CERTAIN COURSE SHOWN AS "NORTH 46°04'04" WEST 584.27 FEET" ON SAID PARCEL MAP. THENCE SOUTH 43°55'56" WEST 109.00 FEET; THENCE NORTH 46°04'04" WEST 7.00 FEET; THENCE SOUTH 43*55156" WEST 137.00 FEET; THENCE SOUTH 46*04104" EAST 62.00 FEET; THENCE SOUTH 44°09'00" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LINE, AND ITS NORTHWESTERLY PROLONGATION, OF SAID PARCEL 17; THENCE SOUTH 45°51'00" EAST 198.48 FEET ALONG SAID PARALLEL LINE TO THE SOUTHEASTERLY LINE OF SAID PARCEL 2; THENCE SOUTH 44*09100" WEST 138.94 FEET ALONG SAID SOUTHEASTERLY LINE TO THE POINT OF BEGINNING. CONTAINS 6.986 ACRES 4 of 6 PARCEL D THAT PORTION OF PARCEL 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF PARCEL 15 AS SHOWN ON SAID PARCEL MAP'SOUTH 45°51'00" EAST 89.92 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL 15; THENCE NORTH 43*55156" EAST 458.64 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL 4, SAID NORTHEASTERLY LINE BEING ON THE ARC OF A NON —TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 4500.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 39*24139" WEST; THENCE SOUTHEASTERLY 916.29 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11°40'00" TO THE NORTHEASTERLY CORNER OF SAID PARCEL 4; THENCE ALONG THE SOUTHEASTERLY AND SOUTHWESTERLY LINES OF SAID PARCEL THE FOLLOWING; SOUTH 33"09100" WEST 398.87 FEET; THENCE SOUTH 24*50102" EAST 156.64 FEET; THENCE SOUTH 31°49108" WEST 288.77 FEET; THENCE SOUTH 47°09'24" WEST 33.60 FEET; THENCE NORTH 41°51145" WEST 45.82 FEET; THENCE NORTH 25°25126" WEST 167.16 FEET; THENCE SOUTH 48°51'51" WEST 178.84 FEET; THENCE NORTH 40*39111" WEST 399.50 FEET; THENCE NORTH 48*51151" EAST 173.97 FEET; THENCE NORTH 41°08'09" WEST 253.13 FEET; THENCE NORTH 45°51100" WEST 24.79 FEET; THENCE NORTH 41°08'09" WEST 282.88 FEET; THENCE NORTH 45°51100" WEST 20.06 FEET TO THE POINT OF BEGINNING. EXCEPT THEREFROM THAT PORTION THEREOF INCLUDED WITHIN PARCEL A AS 631 1+121 �til Q M&NO a D7 7:1t "Zohi m b iei al Kole MV.110v&lot9&*7'd@1C47 430 5 of 6 PARCEL E THAT PORTION OF PARCELS 1 AND 19 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL 19 SOUTH 00°17'55" EAST 53.67 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCEL; THENCE NORTH 89°42105" EAST 23.39 FEET; THENCE SOUTH 61°44'35" EAST 107.90 FEET; THENCE SOUTH 52*55119" EAST 66.87 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 80.00 FEET; THENCE SOUTHEASTERLY 70.71 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 50*38128"; THENCE SOUTH 2°16'51" EAST 72.66 FEET; THENCE SOUTH 89042105" WEST 154.11 FEET; THENCE SOUTH 44°42'05" WEST 12.73 FEET; THENCE SOUTH 89*42105 WEST 25.00 FEET TO SAID WEST LINE OF PARCEL 19; THENCE ALONG SAID WEST LINE THE FOLLOWING; NORTH 5°42'56" WEST 9.04 FEET; THENCE NORTH 52°55'06" WEST 35.43 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1400.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 83*32126" WEST; THENCE NORTHERLY 150.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6*09139"; THENCE NORTH 44°42'05" EAST 28.28 FEET; THENCE NORTH 00017155" WEST 33.84 FEET TO THE POINT OF BEGINNING. CONTAINS 0.897 ACRES PREPARED UNDER MY SUPERVISION: 0 E. SOLLIE, P.L.S. CENSE *5749, EXPIRES 12/31/95 JOB *4189-LD2 12/19/91 Q LAND `� Ci »LN-574-9 ..'drj i ; 6 of 6 Transpacific Development C o m p a n y TRANSMITTAL MEMO VIA UPS OVERNIGHT TO: Mr. Stan Sawa CITY OF LA QUINTA 78-105 Calle Estado La Quinta, CA 92253 SUBJECT: One Eleven La Quinta Center Corporate Headquarters 1377 Crenshaw Boulevard Suite 300 Torrunce, CA 90501 (310)619-3600 (310)320-9242 Fax DATE: January 20, 1992 FILING CODE: ENCLOSURES: Site plan showing parcels and Parcel Map 25865. REQUESTED ACTION/ COMMENTS: CM: mak Enclosures For your use. Sincerely, WASHINGTON/ADAMS PARTNERSHIP By: Transpacific Development Company Colin Macken Vice President, Development