Loading...
LLA 1992-164SENT BY!TDC ; 9-10-92 ; 2:01PM ; 31078284284 27✓ WASVTON ADAMS FAX NO. 619564 Qm[ OF ja Mun"TA PLANNINQ 6 OBVRLOPDIB,N,; 0$PARTNENT 78-10S CALLR ESTA00 LA OUINPAa CALIF=NIA 92253 APPLICATION FOR LOT LIN$ A=STMHPT 6195646297;# 2 P. 04 OFFICE USE ONLY----i36a��p 8oninyt LA'S LLA No. �—_ (0 Related Cases: Reviewed By, Dater a�accranaan.;==-raeoaacsrro=peC�esasrs;se:�.ws�ccra�a // aaaex�a�x rr LlC T fic bevel t Addresst 7 Crenatraw BZevard 0 Daytime (Mailing) Torrane C99 Phonet(Atp 31 &M - Owner 'rA� amer Wa 2ehinghon/Adams Partnership Addressr 2377nenaw Boulevard �• ToC Y Stets P ?bons.- qq Owner "0" ls,H am6s WeBlvna 4(...F - 'T�L 8-42i25.00io Addresst 2377 Cren Partasrship straw Pn7g_rd a�nn"""" 9 Phone: (31A) 618-36a (C ty (State) (tip owner "o" Nams: Addresst ty) State) g P) Phone: P. RQ_ERTY DATA eroPesty Al A8zecsorrs Parcel NQdnrt tercel 19 of r i n 2cac5 Street Address (if any)t ---------------- Property Be Asesasor's Parcel Numbers parcqj L O:F p e Street Address (it any)e Property Cr Assessoris Pecoel Number: Street Address (it apy)t PJMSTDXNT RBQVSSTSD: sm_ AttaChed DRAGON FOR RECUESTe i SENT BY:TDC ; 9-10-92 7 2:02PM 310782 B" 6195646297;# 3 SEP-16-92 AED 9:27 WA 'iON ADAMS ... FAX 9.0. 6195641F P. 0.5 ' Wasraaai�m�a� �apppexrrrr=�c�aas.-.o� asaa=wee=��sYaa�c��sm�n I/We hereby certify thats 1) I am/we are the record owrnerts) of all parcels exoposed for merger by this Application] (2) I/We have knowledge or and conaent to the filing of this ADplicationj and, 3) The information submitted in connection with t�hlia Application is true and correct. Owner "A": By Transpacific DeveloEcent Cvnparw Name corm MaCken Date Owner "H"i By Transpacific Developmnt Caq=W By. e�- Name Co.1m Macken Date owner "C"s Rama T . Date Representative te<nber 19, 1992 Signatures Z)ate' — (Attach Letter(s) of Authorization) line/FORM A.001 JUNK 1989 CITY OF LA QUINTA 005182 10 2186 09-58-92 SO MISC. i 125.00 0053400034050 i25.00 SO CASH 1 TOTAL 1 125.00 j. AMOUNT TENDERER CHANGE .00 THANK YOU RECORDING REQUESTED AND WHEN RECORDED MAIL THIS DEED AND, UNLESS WISE SHOWN BELOW. MAIL TAX STATEMENTS TO: ri 11 NAME rWashington/Adams Partnership AODREY 2377 Crenshaw Boulevard, #300 anrA Torrance, CA 90501 STATE zip L Title Order No. Escrow No. J SPACE ABOVE THIS LINE FOR RECORDER'S USE PARTNERSHIP GRANT DEED The undersigned declares that the documentary transfer taxis $ ..0..(no . cnnsid?.ration . paidi ...and is ❑ computed on the full value of the interest or property conveyed, or is ® computed on the full valueless the value of liens or encumbrances remaining thereon at the time of sale. The land, tenements or realty is located in ❑ unincorporated area ® city of... La ..Quints...................................and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Washington/Adams Partnership, a California General Partnership a hereby GRANT(S) to partnership organized under the laws of the State of 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. 92-164 as approved by the City of La Quinta. Dated WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership By: SC ENTERPRISES, a California Limited Parntership, General Partner By: Shurl Curci, General Partner By: WASHINGTON PLAZA ASSOCIATES a California General Partnership, General Partner By. Michael J. Shovlin, General Partner By: STATE OF CALIFORNIA By " COUNTY OF S.S. On this the day of 19 before m», the undersigned, a Notary Public in and for said County and Starr, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature Partner Partner FOR NOTARY SEAL OR STAMP Assessor's Parcel No .............. MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SO SHOWN, MAIL AS DIRECTED ABOVE Name Street Address City & State EXHIBIT "A" LOT LINE ADJUSTMENT NO. 92-164 PARCEL F THAT PORTION OF PARCELS A AND E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL A; THENCE NORTH 44009'00" EAST 318.90 FEET; THENCE SOUTH 46"04'04" EAST 23.25 FEET; THENCE NORTH 43*55156" EAST 137.00 FEET, THENCE NORTH 46°04'04" WEST 7.00 FEET; THENCE NORTH 43*55156" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL A, 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 A; THENCE SOUTH 0017'55" EAST 73.83 FEET ALONG THE WESTERLY LINE OF SAID PARCEL A; THENCE NORTH 89°42'05" EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61044'35" EAST 65.71 FEET; THENCE SOUTH 52055'19" 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 TO THE SOUTHEASTER CORNER OF SAID PARCEL E; THENCE SOUTH 89*42105" WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WESTERLY LINE AND ALONG THE WESTERLY LINE OF SAID PARCEL A SOUTH 5'42'56" EAST 18.08 FEET; THENCE SOUTH 33004'06" 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 85'56'18" 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 45051100" 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 A, SAID SOUTHWESTERLY 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 34°38'48" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°20'53" TO THE POINT OF BEGINNING. CONTAINS 3.508 ACRES. LOT LINE ADJUSTMENT NO. 92-164 PARCEL G THAT PORTION OF PARCEL E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL E SOUTH 00'17'55" EAST 73.83 FEET FROM THE MOST NORTHERLY CORNER OF PARCEL A AS DESCRIBED IN SAID LOT LINE ADJUSTMENT; THENCE NORTH 89*42105" EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61044'35" EAST 65.71 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 50038'28"; THENCE SOUTH 2*16151" EAST 72.66 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL E; THENCE SOUTH 89*42105" WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WEST LINE 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 83032126" 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 00*17155" WEST 13.67 FEET TO THE POINT OF BEGINNING. CONTAINS 0.871 ACRES PREPARED UNDER MY SUPERVISION: (� Q4 \�Np� LAryps SOLLIE, P.L.S. E #5749, EXPIRES 12/31/95 ExD 12/31/95 * k5749 JOB #4189-LD7 sr� JES/CS/KD OF 8/25/92 EXHIBIT "B" SHEET 1 OF 2 SHEETS LLJ Ld ry VI O z_ V) Q I 88' r00 z ry0 I a 1VVL oc 0kr 0 II I � 3 � - 00 0 a ad NI Z nl 86' CJ��fI a S44 0N89 Q (RgO) PARCEL �r N52'55'06OW 35.43' e 2�.00/ r'J. w rn U PARCEL SEE DETAIL SHEET 2 -S33'04'06*W 41.90' N85'5618 E (RAD) R=1438.00' 0=2'37'00"L=65.67' S88'33'18"W 3(RAD 124 29' S89.42'05•w � � PARCEL F a r 3.508 ACRES co 8 Z Ir r O yy'Lp :. n o l '� „� r N � 42 Q5-W lP �j� a2 *i APPROVED BY PLANNING & DEVELOPIMENTDEPA ENT BY �� % DATE `I l`t; 2. .77- �,ax EXHIBIT - -1 CASE Nn __ L-L-A c)a- IG4 TITLE: LOT LINE ADJUSTMENT NO. 92_164 Epr ffiH & Fmmw� Im. A CM neor ErpYq • ewv" • Su` ft • N* Nbtb Be 13821 NftPM As. &2W • liftCA W680-78M - ?U/544-3/W S46'04'04 7.00 S46'04'040E 23.25' THIS LOT LINE ADJUSTMENT WAS PREPARED UNDER MY SUPERVISION. / //,- E. SOLLIE CENSED SURVEYOR NO. 5749 EXPIRES 12/31 /9\oNa� LAND S041 o � or Up.12/31/95 A * 115749 �lgTf OF C kv%E � LEGEND EXISTING PARCEL LINE TO BE ADJUSTED EXISTING PARCEL LINE TO REMAIN NEW PARCEL LINE CS' EXHIBIT "B" SHEET 2 OF 2 SHEETS N89'42'05"E 60.45' -13.67' s� S44.42'050w - 28.28' It 9 ui � Lo N p � cr. J <j, PARCEL G 0.871 ACRES ro S Al r- S52'55'06" E 35.43' TITLE: LOT LINE ADJUSTMENT NO. 92-1 Epr HO & Fbremw� Im. CM EnoiewNp • PlemiV • Sur*A • Pubk Vbft 13821 ►towW Are. WW 200 • ImK CA 92NO-M - 714/544-3404 'A �s3o o00. 1 DETAIL 1 "-60' n PARCEL F -1 APPROVED BY PLANININ%8 DEJEIAI'MENT DEPARTMENT BY ��5aw�. C:: : Ai �i2 EXHIBIT f CASENO. LI.A '11.1(04 ATION: 8/2-5-79-2--1 JOB NO. 41 HALL & FOREMAN, [NO 13821 Newport Avenue Suite 200 TUSTIN, CALIFORNIA 92680-7803 LIEUTEPOIF 4G3G^ MO v11 URL (714) 544.3404 FAX (714) 544-3155 TO 1 � �-, O-C (_)In 4d > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order ❑ Plans DATE _ j JOB NO "rrEr.rIoR r� rIn ��Iann1 RE 1 C4 J �� ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION b 1, 7 •J( �-. 1 �r � I !.A PI I 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 ❑ ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑' FOR BIDS DUE 19 ❑ RETURNED AFTER LOAN TOIUS FO REMARKS I (c:4n (.till' I CI I I IAA I"Q_l,� (c'-1 ^PRINTS �U l�I2 or Ili CL� kJ i Y _� on (-Dcas r(-) �-- --fLQ_- Lo-F LIB N C� ( j3- -F ril I `ttii,._ � )D .� I I WIN COPY TO lit Arvt I vlC'�[\V 1 I \-9) II- vr 40%Pre-Consumer Content-10%Post-Consumer Content f1 // � SIGNED: PROoutrNU �[K Calm. WE 01471 It enclosures are not as noted kindly notify us at once. RECORDING REQUESTE1 0 4ND WHEN RECORDED MAIL THIS DEED AND. UNLESS OTH VISE SHOWN BELOW. MAIL TAX STATEMENTS TO: NAH.FWashington/Adams Partnership kwws• 2377 Crenshaw Boulevard, #300 Cr, . Torrance, CA 90501 STAT Z., L J Title Order No. Escrow No. SPACE ABOVE THIS LINE FOR RECORDER'S USE PARTNERSHIP GRANT DEED The undersigned declares that the documentary transfer taxis $ ..0..(no . conside �x�on. pa.�di ...and is ❑ computed on the full value of the interest or property conveyed, or is ® computed on the full valueless the value of liens or encumbrances remaining thereon at the time of sale. The land, tenements or realty is located in ❑ unincorporated area city of ... La ..Quinta................................... 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 hereby GRANT(S) 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 11B" attached hereto and made a part hereof. This deed reflects Lot Line Adjustment No. of La Quinta. as approved by the City WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership By: SC ENTERPRISES, a California Limited Parntership, General Partner By: Shurl Curci, General Partner By: WASHINGTON PLAZA ASSOCIATES a California General Partnership, General Partner Dated ---- By: -- Michael J. Shovlin, General Partner By: ------------ -____------------- Partner STATE OF CALIFORNIA By: __.. S.S. COUNTY OF_Partner _. _. On this the ___ -_. _ day of - _ _ __ - - _ 19 _____ before me, -------- ---- — ----- - - the undersigned, a Notary Public in and for said County and State, Personally appeared - - - -- -- -. _-personally known to me or proved to me on the basis of satisfactory evidence to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature - FOR NOTARY SEAL OR STAMP Assessor's Parcel No. ..._____ ..... ... ..... .._. MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SO SHOWN, MAIL AS DIRECTED ABOVE Name CAL-3/CT (Rev 2-88) Street Address City & State RECORDING REQUESTEUMV to iND WHEN RECORDED MAIL THIS DEED AND. UNLESS VISE SHOWN BELOW, MAIL TAX STATEMENTS TO: NAPE rWashington/Adams Partnership .DONE.. 2377 Crenshaw Boulevard, #300 C,,, . Torrance, CA 90501 STATE r. L J Title Order No. Escrow No. SPACE ABOVE THIS LINE FOR RECORDER'S USE PARTNERSHIP GRANT DEED The undersigned declares that the documentary transfer taxis $ ..0..(no . cvrtside.> at j oq, paidl ...and is ❑ computed on the fullvalue of the interest or Property conveyed, or is ® computed on the full value Less the value of liens or' encumbrances remaining thereon at the time of sale. The land, tenements or realty is located in ' ❑ unincorporated area © city of... La..Quinta............. .....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 hereby GRANT(S) 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 "B11 attached hereto and made a part hereof. This deed reflects Lot Line Adjustment No. of La Quinta. as approved by the City WASHINGTON/ADAMS PARTNERSHIP, a California General Partnership By: SC ENTERPRISES, a California Limited Parntership, General Partner By: Shurl Curci, General Partner By: WASHINGTON PLAZA ASSOCIATES a California General Partnership, General Partner Dated ___ Michael. J. ho Svlin, General Partner By: ---------------- Partner STATE OF CALIFORNIA B COUNTY OF S.S. Par tneT On this the day of _.— _ .. - .19 _.. before me, ------ — - -------- ------ -- - - - -- - - - the undersigned. a Notary Public in and for said County and State, personaoy appeared ... ... __.,personally known to me or proved to me on the basis of satisfactory evidence to be of the partners of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. Signature FOR NOTARY SEAL OR STAMP Assessor's Parcel No. ............ _... ............ .._._....... MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE; IF NO PARTY SO SHOWN. MAIL AS DIRECTED AFSOVE Name Street Address City & State CA,3rCT ,Rev o. w. EXHIBIT "A" LOT LINE ADJUSTMENT PARCEL F THAT PORTION OF PARCELS A AND E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL A; 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"04'04" WEST 7.00 FEET; THENCE NORTH 43*55156" EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL A, 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 A; THENCE SOUTH 0017'55" EAST 73.83 FEET ALONG THE WESTERLY LINE OF SAID PARCEL A; THENCE NORTH 89*42105" EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61°44'35" EAST 65.71 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 TO THE SOUTHEASTER CORNER OF SAID PARCEL E; THENCE SOUTH 89°42105" WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WESTERLY LINE AND ALONG THE WESTERLY LINE OF SAID PARCEL A SOUTH 5°42'56" EAST 18.08 FEET; THENCE SOUTH 33"04'06" 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 85056118" EAST; THENCE SOUTHERLY 65.67 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2037'0011; THENCE NORTH 89°42'05" EAST 124.29 FEET; THENCE SOUTH 0°17155" EAST 84.74 FEET; THENCE SOUTH 45°51'00" 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 A, SAID SOUTHWESTERLY 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 34°38'48" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°20'53" TO THE POINT OF BEGINNING. CONTAINS 3.508 ACRES. PARCEL G THAT PORTION OF PARCEL E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL E SOUTH 00°17'55" EAST 73.83 FEET FROM THE MOST NORTHERLY CORNER OF PARCEL A AS DESCRIBED IN SAID LOT LINE ADJUSTMENT; THENCE NORTH 89°42'05" EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61°44'35" EAST 65.71 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°38'28"; THENCE SOUTH 2°16'51" EAST 72.66 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL E; THENCE SOUTH 89°42'05" WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WEST LINE 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°32'26" 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*17155" WEST 33.84 FEET TO THE POINT OF BEGINNING. CONTAINS 0.871 ACRES PREPARED UNDER MY SUPERVISION: � CNE S AtD,ll Ezp.12/31/95 J E. OLLIE, P.L.S. * #5749 CENSE 45749, EXPIRES 12/31/95 ��gTfOFCWF���\P JOB #4189-LD7 JES/CS/KD 8/25/92 EXHIBIT #B" SHEET 1 OF 2 SHEETS 3, 188' LO US �00 1 pS� O o z ti cu � oc o 0 II 0 00 Z 0 (0 a 00 o Z N ^I CD Z I ( I 86' I � ry ,- N 3 LO 28.28' 0) 42OS^F v� (RAO) p PARrr I �r N52'55'06"W 35.43' r ?000 00, l\ PARCEL G SEE DETAIL SHEET 2 '--S33'04'06"W 41.90' N85'56'18"E (RAD) R=1438.00' A=2'37'00"L=65.67' S88'33'18"W 3(RAD 124. I " a ) � PARCEL F S89'4205W 4- ro 3.508 ACRES o S+ z c .Cc` 1 .lJi't U9si5``C < ye p0?�. w L titi F / oIFLO i �� z z �x y ^ N 01 1�C60 S89'42'05"W Ile Q\ 155.61' �0� A \ �7 V 7 1' TITLE: LOT LINE ADJUSTMENT NO. NEFFm Ha & Fbremwl hic, Civil Enilineering • PlenNng • Surveying • Public Works 13821 Newport Ave., Sub 200 • Tustin, CA 92680-7803. 714/544-3404 S46'04'04" 7.00' 1\1 S46'04'04"E 23.25' THIS LOT LINE ADJUSTMENT WAS PREPARED UNDER MY SUPERVISION. ON E. SOLLIE CENSED SURVEYOR NO. 5749 XPIRES 12/31 /9\oNPL LAND S Cr LEGEND 1 Exp.12/31/95 * 85749 �T�TEOF CAUE�¢� EXISTING PARCEL LINE TO BE ADJUSTED EXISTING PARCEL LINE TO REMAIN NEW PARCEL LINE EXHIBIT fVB" SHEET 2 OF 2 SHEETS I o 0 Qn N 89'42'05"E 60.45' w ILOOCq N Q� U � M 7 cn rl 8g3 o 00 �� O5r z 13.6 S44'42'05"W 6S�3S, Ro? 28.28' 't'S 000 z p M PARCEL G ``~�/ ��� 0�0 63O19, I-- I o $ 00 0.871 ACRES `J a� � ona Q � J Ld Ld 6��2Rp�01 3 S U) I S52'55'06"E 35.43' to QN r (V U) N89'42'05"E 188.96' z PARCEL F to - �l rn o 006 , DETAIL 1"=60, TITLE: LOT LINE ADJUSTMENT NO. M & Fbrffnai� Inc. Gdl Engineering • Planning • Surveying • Public Works 13821 Newport Ave., Sulte 200 • Twin, CA 92680-7803. 714/544-3404 DATE OF PREPARATION: 8 25 92 JOB NO. 4189 EXHIBIT "A" LOT LINE ADJUSTMENT PARCEL F THAT PORTION OF PARCELS A AND E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST SOUTHERLY CORNER OF SAID PARCEL A; THENCE NORTH 44°09'00" EAST 318.90 FEET; THENCE SOUTH 46*0410411 EAST 23.25 FEET; THENCE NORTH 43*5515611 EAST 137.00 FEET; THENCE NORTH 46°04'04" WEST 7.00 FEET; THENCE NORTH 43°5515611 EAST 108.61 FEET TO A POINT ON THE NORTHEASTERLY LINE OF SAID PARCEL A, 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 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 A; THENCE SOUTH 0"17'5511 EAST 73.83 FEET ALONG THE WESTERLY LINE OF SAID PARCEL A; THENCE NORTH 89*4210511 EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61°44'35" EAST 65.71 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*1615111 EAST 72.66 FEET TO THE SOUTHEASTER CORNER OF SAID PARCEL E; THENCE SOUTH 89`4210511 WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WESTERLY LINE AND ALONG THE WESTERLY LINE OF SAID PARCEL A SOUTH 5°42'56" EAST 18.08 FEET; THENCE SOUTH 33°04'06" 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°37'0011; THENCE NORTH 89°42'05" EAST 124.29 FEET; THENCE SOUTH 0*1715511 EAST 84.74 FEET; THENCE SOUTH 4505110011 EAST 44.27 FEET; THENCE SOUTH 0017'5511 EAST 123.11 FEET; THENCE SOUTH 89°42105t1 WEST 155.61 FEET; THENCE SOUTH 0°17'5511 EAST 21.23 FEET TO THE SOUTHWESTERLY CORNER OF SAID PARCEL A, SAID SOUTHWESTERLY 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 34°38'48" EAST; THENCE SOUTHEASTERLY 144.34 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3°20'5311 TO THE POINT OF BEGINNING. CONTAINS 3.508 ACRES. PARCEL G THAT PORTION OF PARCEL E OF LOT LINE ADJUSTMENT NO. 91-156 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PER LOT LINE ADJUSTMENT RECORDED FEBRUARY 24, 1992 AS INSTRUMENT NO. 60860, OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PARCEL E SOUTH 00°17'55" EAST 73.83 FEET FROM THE MOST NORTHERLY CORNER OF PARCEL A AS DESCRIBED IN SAID LOT LINE ADJUSTMENT; THENCE NORTH 89°42105" EAST 60.45 FEET TO THE NORTHEASTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID NORTHEASTERLY LINE SOUTH 61°44'35" EAST 65.71 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 TO THE SOUTHEAST CORNER OF SAID PARCEL E; THENCE SOUTH 89*421051, WEST 188.96 FEET ALONG THE SOUTH LINE OF SAID PARCEL E TO THE WESTERLY LINE OF SAID PARCEL E; THENCE ALONG SAID WEST LINE 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"17155" WEST 33.84 FEET TO THE POINT OF BEGINNING. CONTAINS 0.871 ACRES PREPARED UNDER MY SUPERVISION: S�pNP� EA&,D p o�c , SO��jF FL / A Ezp.12/31/95 JIN E. 80LLIE, P.L.S. t15749 CENSE #5749, EXPIRES 12/31/95 lFOFCAI�Fp��\� JOB #4189-LD7 JES/CS/KD 8/25/92 EXHIBIT '$B" SHEET 1 OF 2 SHEETS z_ Q ci r `"b/J rl 3 S44'42'05' 4q io a0'O6"W LO 35.43- PARCEL SEE DETAIL Z SHEET 2 n4'O6"W 41.90' t�4 18 E (RAD) 00' 0=2'37'00"L=65.67' 33'18"W (RAD 6ss LO 5"W PARCEL F r 3.508 ACRES I N N Al s z '� i',• RS• R �/J,n'� ys�00, w LO / Z I 0 Z 2y of S89'42'05"W y <; 155.61' �0J• cj F TITLE: LOT LINE ADJUSTMENT NO. ® r Hall & Fbreniai , Inc. ME• Clvtl Engineering • Plenring • Surveying • Pubic Works 13821 Newport Ave. Suite 200 • Tudr& CA 92680-7803. 714/5"-3404 h' G S46'04'04 7.00 S46'04'04"E 23.25' THIS LOT LINE ADJUSTMENT WAS PREPARED UNDER MY SUPERVISION. rN E. SOLLIE ICENSED SURVEYOR NO. 5749 EXPIRES 12/31 /9 ak LAND N 9 Qr,S�o�E SOl�� Pao i Exp.12,31/9b * 115749 pTgTf OF CAv\4n�\ LEGEND EXISTING PARCEL LINE TO BE ADJUSTED EXISTING PARCEL LINE TO REMAIN NEW PARCEL LINE EXHIBIT "B" SHEET 2 OF 2 SHEETS / 2.N89*42'O5"E 60.45� l_l"63°° O5f Zc._ `13.67' 6' -3 S44'42'05"W ��' y' 'Q. 28.28' I N@ R 0,5-;;- ~, 66 z \ ti 3 p Mom PARCEL G o �R9 1 _ I o $ �0 0.871 ACRES o `��, pp, a rn ads `It i1 n Q CC J LJ w 03 �2R p 3 S � 552'S5'06"E 35.43' cn c� r N89'42'05"E 188.96' r Z 0' PARCEL F 3 0 4 00 z oo DETAIL 1 "=60' TITLE: LOT LINE ADJUSTMENT NO. mr.IP Hail & Fbremai> Inc. Civil Engineering • Planning• Surveying • Public Wake 13821 Newport Ave., SbIte 200 • Tuetin, CA 92680-7803. 714/544-3404 ATION: 8/25/92 1 JOB N ........0 ............ 0 ........ HALL & FOREMAN, INC. Civil Engineering -Land Planning -Land Surveying 13821 Newport Avenue, Suite 200 Tustin, California 92680 Telephone (714) 544-3404 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSURE AND AREA CALCULATIONS REPORT August 25, 1992 DSK2:4188C.REP[32,55] ********** MISCELLANEOUS AREAS (MSC) ********** ***** Closure: lot line adjustment ***** ***** Closure: LLA PCL F (OLD PCL A) ***** End Point Start End Stored Coordinates Point Bearing Distance Point North East 145 5232.5731 2433.5440 145 N 00 17 55 W 21.23 141 5253.8038 2433.4333 141 N 89 42 05 E 155.61 144 5254.6147 2589.0368 144 N 00 17 55 W 123.11 140 5377.7277 2588.3952 140 N 45 51 00 W 44.27 139 5408.5653 2556.6288 139 N 00 17 55 W 84.74 143 5493.3092 2556.1871 143 S 89 42 05 W 124.29 142 5492.6614 2431.9006 142 S 88 33 18 W (R) 1438.00 1166 5456.3977 994.3579 Arc Data: B.C. Pt. = 142 E.C. Pt. = 1177 Rad. Pt. = 1166 Delta = 002 37 00 Arc = 65.67 Tan = 32.84 Radius = 1438.00 Chord Bear. = N 02 45 12 W Chord Len. = 65.67 1166 N 85 56 18 E (R) 1438.00 1177 5558.2507 2428.7463 1177 N 33 04 06 E 41.90 154 5593.3663 2451.6102 154 N 05 42 56 W 18.08 1178 5611.3564 2449.8097 1178 N 89 42 05 E 188.96 1500 5612.3413 2638.7720 1500 N 02 16 51 W 72.66 1501 5684.9455 2635.8803 1501 S 87 43 09 W (R) 80.00 1502 5681.7617 2555.9436 Arc Data: B.C. Pt. = 1501 E.C. Pt. = 1503 Rad. Pt. = 1502 Delta = 050 38 28 Arc = 70.71 Tan = 37.85 Radius = 80.00 Chord Bear. = N 27 36 05 W Chord Len. = 68.43 1502 N 37 04 41 E (R) 80.00 1503 5745.5869 2604.1758 1503 N 52 55 19 W 66.87 1504 5785.9030 2550.8260 1504 N 61 44 35 W 65.71 1505 5817.0129 2492.9445 1505 S 89 42 05 W 60.45 1506 5816.6979 2432.4997 Page 1 ,37 S 24 44 20 WO) 2000.00 38 4074.0811 1595.1447 Arc Data: B.C. Pt. = 37 E.C. Pt. = 1394 Rad. Pt. = 38 Delta = 018 03 44 Arc = 630.49 Tan = 317.88 Radius- 2000.00 Chord Bear. = S 56 13 48 E Chord Len. = 627.88 38 N 42 48 04 E (R) 2000.00 1394 5541.5134 2954.0569 1394 S 43 55 56 W 108.61 1395 5463.2965 2878.7023 1395 S 46 04 04 E 7.00 1396 5458.4399 2883.7434 1396 S 43 55 56 W 137.00 1427 5359.7779 2788.6918 1427 N 46 04 04 W 23.25 1428 5375.9089 2771.9481 1428 S 44 09 00 W 318.90 1429 5147.0932 2549.8228 1429 S 37 59 41 W (R) 2470.00 23 3200.5682 1029.3162 Arc Data: B.C. Pt. = 1429 E.C. Pt. = 145 Rad. Pt. = 23 Delta = 003 20 53 Arc = 144.33 Tan = 72.19 Radius = 2470.00 Chord Bear. = N 53 40 45 W Chord Len. = 144.31 23 N 34 38 48 E (R) 2470.00 145 5232.5731 2433.5440 Closure ERROR: N 00 43 13 W 0.0215 ft. 5232.5516 2433.5443 Closure Precision: 1 / 123148 0.0215 -0.0003 MSC PERIMETER is 2647.69 feet. AREA of MSC No. 3 is 152808.61 SF ..... or 3.5080 Acres ***** Closure: LLA PCL G (OLD PCL E) ***** Start End Point Bearing Distance Point 1500 1500 N 02 16 51 W 72.66 1501 1501 S 87 43 09 W (R) 80.00 1502 Arc Data: B.C. Pt. = 1501 E.C. Pt. Delta = 050 38 28 Arc = 70.71 Tan = Chord Bear. = N 27 36 05 W Chord Len. 1502 N 37 04 41 E (R) 80.00 1503 1503 N 52 55 19 W 66.87 1504 1504 N 61 44 35 W 65.71 1505 1505 S 89 42 05 W 60.45 1506 1506 S 00 17 55 E 13.67 1162 1162 S 44 42 05 W 28.28 1163 1163 N 89 42 05 E (R) 1400.00 1164 Arc Data: B.C. Pt. = 1163 E.C. Pt. Delta = 006 09 39 Arc = 150.54 Tan Chord Bear. = S 03 22 45 E Chord Len. 1164 S 83 32 26 W (R) 1400.00 1165 1165 S 52 55 06 E 35.43 1178 1178 N 89 42 05 E 188.96 1500 Closure ERROR: S 70 14 03 E 0.0051 ft. Closure Precision: 1 / 147703 Page 2 End Point Stored Coordinates North East 5612.3413 2638.7720 5684.9455 2635.8803 5681.7617 2555.9436 = 1503 Rad. Pt. = 1502 37.85 Radius = 80.00 = 68.43 5745.5869 2604.1758 5785.9030 2550.8260 5817.0129 2492.9445 5816.6979 2432.4997 5803.0281 2432.5709 5782.9241 2412.6754 5790.2205 3812.6564 = 1165 Rad. Pt. = 1164 75.34 Radius = 1400.00 150.47 5632.7193 2421.5441 5611.3564 2449.8097 5612.3413 2638.7720 5612.3430 2638.7673 -0.0017 0.0047 AREA of MSC No. 8 is 37969.40 SF ..... or 0.8717 Acres ***** Report Summary ***** MSC Area = 190778.01 SF ..... or 4.3797 Acres END OF REPORT Page 3 ® ............ 0 ........ HALL & FOREMAN, INC. Civil Engineering -Land Planning -Land Surveying 13821 Newport Avenue, Suite 200 Tustin, California 92680 Telephone (714) 544-3404 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSURE AND AREA CALCULATIONS REPORT August 25, 1992 DSK2:4188C.REP[32,55] ********** MISCELLANEOUS AREAS (MSC) ********** ***** Closure: lot line adjustment ***** ***** Closure: LLA PCL F (OLD PCL A) ***** Start End Point Bearing Distance Point 145 145 N 00 17 55 W 21.23 141 141 N 89 42 05 E 155.61 144 144 N 00 17 55 W 123.11 140 140 N 45 51 00 W 44.27 139 139 N 00 17 55 W 84.74 143 143 S 89 42 05 W 124.29 142 142 S 88 33 18 W (R) 1438.00 1166 Arc Data: B.C. Pt. = 142 E.C. Pt. Delta = 002 37 00 Arc = 65.67 Tan = Chord Bear. = N 02 45 12 W Chord Len. 1166 N 85 56 18 E (R) 1438.00 1177 1177 N 33 04 06 E 41.90 154 154 N 05 42 56 W 18.08 1178 1178 N 89 42 05 E 188.96 1500 1500 N 02 16 51 W 72.66 1501 1501 S 87 43 09 W (R) 80.00 1502 Arc Data: B.C. Pt. = 1501 E.C. Pt. Delta = 050 38 28 Arc = 70.71 Tan = Chord Bear. = N 27 36 05 W Chord Len. 1502 N 37 04 41 E (R) 80.00 1503 1503 N 52 55 19 W 66.87 1504 1504 N 61 44 35 W 65.71 1505 1505 S 89 42 05 W 60.45 1506 Page 1 End Point Stored Coordinates North East 5232.5731 2433.5440 5253.8038 2433.4333 5254.6147 2589.0368 5377.7277 2588.3952 5408.5653 2556.6288 5493.3092 2556.1871 5492.6614 2431.9006 5456.3977 994.3579 1177 Rad. Pt. = 1166 32.84 Radius = 1438.00 = 65.67 5558.2507 5593.3663 5611.3564 5612.3413 5684.9455 5681.7617 = 1503 Rad. 37.85 Radius = 68.43 5745.5869 5785.9030 5817.0129 5816.6979 2428.7463 2451.6102 2449.8097 2638.7720 2635.8803 2555.9436 Pt. = 1502 80.00 2604.1758 2550.8260 2492.9445 2432.4997 37 S 24 44 20 Ve) 2000.00 38 04074.0811 1595.1447 Arc Data: B.C. Pt. = 37 E.C. Pt. = 1394 Rad. Pt. = 38 Delta = 018 03 44 Arc = 630.49 Tan = 317.82 Radius = 2000.00 Chord Bear. = S 56 13 48 E Chord Len. = 627.88 38 N 42 48 04 E (R) 2000.00 1394 5541.5134 2954.0569 1394 S 43 55 56 W 108.61 1395 5463.2965 2878.7023 1395 S 46 04 04 E 7.00 1396 5458.4399 2883.7434 1396 S 43 55 56 W 137.00 1427 5359.7779 2788.6918 1427 N 46 04 04 W 23.25 1428 5375.9089 2771.9481 1428 S 44 09 00 W 318.90 1429 5147.0932 2549.8228 1429 S 37 59 41 W (R) 2470.00 23 3200.5682 1029.3162 Arc Data: B.C. Pt. = 1429 E.C. Pt. = 145 Rad. Pt. = 23 Delta = 003 20 53 Arc = 144.33 Tan = 72.19 Radius = 2470.00 Chord Bear. = N 53 40 45 W Chord Len. = 144.31 23 N 34 38 48 E (R) 2470.00 145 5232.5731 2433.5440 Closure ERROR: N 00 43 13 W 0.0215 ft. 5232.5516 2433.5443 Closure Precision: 1 / 123148 0.0215 -0.0003 MSC PERIMETER is 2647.69 feet. AREA of MSC No. 3 is 152808.61 SF ..... or 3.5080 Acres ***** Closure: LLA PCL G (OLD PCL E) ***** Start End Point Bearing Distance Point 1500 1500 N 02 16 51 W 72.66 1501 1501 S 87 43 09 W (R) 80.00 1502 Arc Data: B.C. Pt. = 1501 E.C. Pt. Delta = 050 38 28 Arc = 70.71 Tan = Chord Bear. = N 27 36 05 W Chord Len. 1502 N 37 04 41 E (R) 80.00 1503 1503 N 52 55 19 W 66.87 1504 1504 N 61 44 35 W 65.71 1505 1505 S 89 42 05 W 60.45 1506 1506 S 00 17 55 E 13.67 1162 1162 S 44 42 05 W 28.28 1163 1163 N 89 42 05 E (R) 1400.00 1164 Arc Data: B.C. Pt. = 1163 E.C. Pt. Delta = 006 09 39 Arc = 150.54 Tan Chord Bear. = S 03 22 45 E Chord Len. 1164 S 83 32 26 W (R) 1400.00 1165 1165 S 52 55 06 E 35.43 1178 1178 N 89 42 05 E 188.96 1500 Closure ERROR: S 70 14 03 E 0.0051 ft. Closure Precision: 1 / 147703 Page 2 End Point Stored Coordinates North East 5612.3413 2638.7720 5684.9455 2635.8803 5681.7617 2555.9436 1503 Rad. Pt. = 1502 37.85 Radius = 80.00 = 68.43 5745.5869 2604.1758 5785.9030 2550.8260 5817.0129 2492.9445 5816.6979 2432.4997 5803.0281 2432.5709 5782.9241 2412.6754 5790.2205 3812.6564 = 1165 Rad. Pt. = 1164 75.34 Radius = 1400.00 150.47 5632.7193 5611.3564 5612.3413 5612.3430 -0.0017 2421.5441 2449.8097 2638.7720 2638.7673 0.0047 - "AREA of MSC No. 8 is 969.40 SF ..... or 0.8717 Acres ****************************************************************************** ***** Report Summary ***** MSC Area = 190778.01 SF ..... or 4.3797 Acres END OF REPORT Page 3 � Necowrlwaaalwul- ! � pEGpRDIN011L'OUESTED SY ® (�� W STEINARTI=C06 ' U AM wman NatORDID MAIL TO r .r ft" Washington/Adams Partnership N �� w.w CD Add" 3377 Crenshaw Boulevard, 130O' N � ehTa Torrance, CA 90501 J sews L MAIL TAX STATTMINrato , r SAIne AS A80VG C 9 O a J !/t i L SPACE ABOVE THIS LINE FOR RECORDER'S USE u PaftershIn Grant Deed CAT. NO. NNoom To lasaeA It 1-431 TNIseMY1YwN1aMi0wncw TlTLa1MVRMe The undersigned grantor(s) declsre(s): Documentary transfer tar is,9 [ f�/p �-^�rt��QariON Ooi�, ( ) computed on full value of property conveyed, or (X) computed on full value less value of liens and encumbrances remaining at time of sale. and ( ) Unincorporated area: ( x ) City of La Ouinta FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Nashington/Adams Partnership, a California General Partnership a partnership organized under the laws of the Sure of California hereby GRANTS to Nashinaton/Adams Partnership, a California General Partnership the following described real property in the County of Riverside See Exhibits "A" and "B" attached hereto This dead reflects Lot Line Adjustment , State of California. and made a part -hereof. No. 91-156 as approved by the City of Ls Quints. NASHINGTON/ADAHS PARTNERiHIP, a California General partnership By: SC ENTERPRISES, a California Limited Partnership, Lmera]l-Partnor rJo O- S rl, Curcio General Partner By, WASHINCTON PL%2A ASSOCIATES, a California General Partnership, General Partner r By- r:ic I J. ov , General Partner STATE OF CALIFORNIA } �. By COVNTY OF nor on won BYhnner me. the enders ". a Notary TgUc bi and for add Stan. p"ronaBy appeared 1 peronaBy known to ale oe Prwad to me on the buis of MtbfsmM mrWeece to be the For who ear noted the within kuenlmem M of eke pumas of the part t hip Nat <aeeereA the -.�• :.' �rr'.�.ii.:«: - wrre .i w ",e V,M w,ew eeemord the tame. pp�mmahip WITNESS my hand and offiew zed. $Volnre - (This area for offiew notarial am) _::r;; G08GO Ex11IBIT "A" LOT LINE ADJUSTMENT 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 21 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 1U.ING A RADIUS O: 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'C4" 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 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' 42' 05" EAST 23.39 FEET; THENCE SOUTH 61.44035" EAST 107.90 FEET; THENCE SOUTH 52'55'1Q" F.LCT CF.A./ _FEET m� '•'•� u'1viii;iwG vF if -ANlaENT, 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'2116151" EAST 72.66 FEET, THENCE SOUTH 89.42'05" WEST 154.11 FEET; THENCE SOUTH 44.42005" 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 AH ANCT.F. 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 2.37100". THENCE NORTH 89'42'05" EAST 124.29 FEET; TNFxCE So7r." O'17155" EAyT 84.74 FEET; THENCE SOUTH 45*51100" EAST 44.27 FEET: THENCE SOUTH 1 of 6 GOSGO 0.17155" EAST 123.11 FLETJ THENcT SOUTH 89.42405" NEST 155.61 FEETt THENCE SOUTH 0'17055" EAST 21.:7 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, ARADIAL TO SAID CORNER BEARS NORTH 34'38048" EASTi THENCE SOUTHEASTERLY 144.24 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 3*20157" TO THE POINT OF BEGINNING. CONTAINS 3.482 ACRES 2 of 6 60860 THAT PORTION OF PARCELS 1 AND 2 OF PARCEL MAP NO. 25865 IN THE CITY OF I.A QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNYA PER NAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUI:TY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE HOST WESTERLY CORNER OF PARCEL 17 AS SIiOWN 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 45.261000 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 44.09900" EAST 318.90 FEET; THENCE SOUTH 46.041040 EAST 23.25 FEET; THENCE NORTH 43.55156" EAST 137.00 FEET; THENCE NORTH 46.04104" WEST 7.00 FEET; THENCE NORTH 43*55056" 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 NOkTH 42*48104" EAST; THENCE SOUTHEASTERLY 39.48 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 1'07'52" TO THE SOUTHEASTERLY TERMINUS THEREOFt THENCE SOUTH 46.04204" EAST 220.77 FEET ALONG THE .H NORTHEASTERLY LINE OF SAID PARCELS 1 AND 2,* THENCE SOUTH 43-55056" WEST 109.00 FEET; THENCE NORTH 46'0004" WEST 7.00 FEET; THENCE SOUTH 43*55956" WEST 137.00 FEET; THENCE SOUTH 46104104" EAST 62.00 FEET; THENCE SOUTH 44*091000 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 45.51900" 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 2t 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 FOLLOWT;:Qp NORTH 51'11'10" P 4.25 FEET; THENCE NURT11 44*091001 EAST 40.52 FEET; THENCE NORTH 45.51000" WEST 137.71 FEET: THENCE SOUTH 84*34451" WFc? 88.07 FEET; THENCE SOUTH 44*09100" WEST 46.11 FEET TO THE POINT OF BEGINNING. CONTAINS 3.903 ACRES. 3 0! 6 G118GU 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 YAP RECORDED IN BOOR 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTYi DESCRIB?D AS FOLLOWS BEGINNING AT THE MOST WESTERLY CORNER OF SAID PARCEL ' • 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 140.01; THENCE SOUTH 45*51100" EAST 27.03 FEET; THENCE -SOUTH 59.44029" EAST 17.59 FEET; THENCESOUTH -45*51900" EAST 122.73 FEET; THENCE SOUTH 36*041480 EAST 44.79 FEET} THENCE SOUTH 41.08109" 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 43'55'56" 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 45J3.00 FEET, A, RADIAL TO SAID POINT BEARS SOUTH 39.24139" WEST; THENCE NORTHWESTERLY 355.12 FEET ALONG SAID CURVE, AND ALONG THE NORTHEASTERLY LIKE OF SAID PARCELS 3 AND 4, THROUGH A CENTRAL ANGLE OF 4-31817" 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*04104" EAST 220.77 FEET FROM THE NORTHWESTERLY TERMINUS OF THAT CERTAIN COURSE SHOWN Ass "NORTH 46.04.04E WEST 584.27 FEET" ON SAID PARCEL MAP. THENCE SOUTH 49.55'56" 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 44.09100" WEST 180.90 FEET TO A LINE WHICH IS PARALLEL WITH AND NORTHEASTERLY 12.50 FEET FROM THE NORTHEASTERLY LIKE, 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 44.09100" WEST 138.94 FEZT ALONG SAID SOUTHEASTERLY LINE _TO THE POINT OF BEGINNING. CONTAINS 6.986 ACRES 4 of 6 PARCEL soaso THAT PORTION OF PARCEL 4 OF PARCEL MAP NO. 25865 IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATS OF CALIFORN:IA PER MAP RECORDED IN BOOK 172 OF PARCEL MAPS, PAGES 21 THROUGH 2.7 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 MI.P SOUTH 45'51'CO" EAST 139.92 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 ..ORTHEASTER*,Y 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*40100" TO THE NORTHEASTERLY CORNER OF SAND PARCEL 4; THENCE ALONG THE SOUTHEASTERLY AND SOUTHWESTERLY LIKES OF SAID PARCEL THE FOLLOWING; SOUTH 33'09000" WEST 398.87 FEET; THENCE SOUTH 24*50102" EAST 156.64 FEET; THENCE SOUTH 31149008" WEST 288.77 FEET; THENCE SOUTH 47.09124" WEST 33.60 FEET; THENCE NORTH 4:1'51145" WEST 45.82 FEET; THENCE NORTH 251251260 WEST 167.16 FEET; THENCE SOUTH 48.51151" WEST 178.84 FEET; THENCE NORTH 40':39011" WEST 399.50 FEET; THENCE NORTH 48.511510 EAST 173.97 FEET; THENCE NORTH 41.08'09" WEST 253.13 FEET; THENCE NORTH 45'51100" WEST 24.79 FEET; THENCE NORTH 41*08109" WEST 282.88 FEET; THENCE NORTH 45.511000 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 PARCEL P. Gosw 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 BOOR 172 OF PARCEL MAPS, PAGES 21 THROUGH 27 INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DE.RCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID PA ^EL 19 SOUTH 00*17455" EAST 53.67 FEET FROM THE MOST NORTHERLY CORNER OF SAID PARCELi THENCE NORTH 89*42105" EAST 23.39 FEET; THENCE SOUTH 61.44135" EAST 107.90 FE5P; 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 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 5*42156" WEST 9.04 FEET; THENCE NORTH 52055106" WEST 35.43 FEET TO A POINT ON A i:ON-TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 1400.00 FEET, A RADIAL TO SAID POINT BEARS SOUTH 83.32026% WEST; THENCE NORTHERLY 150.54 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 6.09139"; THENCE NORTH 44.42105" EAST 28.28 FEET; THENCE NORTH 00.1711550 WEST 33.64 FEET TO THE POINT OF BEGINNING. CONTAINS.0.897 ACRES PREPARED UNDER MY SUPERVISION: E. SOLLIE, P.L.S. CENSE 15749, ZXPIRES 12/31/95 JOB #4189-LD2 12/19/91 6 of 6 • hp. :2'iL� j i � # STATE QF. CALIFORNIA ) ' I SS. COUNTY OF LOS ANGELES ) (;t►8G0 On!�9W�9, /5'9z- be[ore me,p) ,C.viH e Notary Publlc,'pereonelYeppeered _S;q" /_ _� mac/ gnraone y known to me or proved to me on Ehe bee s o srtisfactory 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 hie/her signature on the instrument the person, or the ent_ty upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. w ECM aeu. Trudy W. Smna Pub i wn r,s c. N ry c H E C I T Y 0 Alk 0 OBE CIE September 21, 1992�„ La Quetta 1982 - 1992 Ten Cara[ Decade Mr. Colm Macken Transpacific Development Company 2377 Crenshaw Blvd., Suite 300 Torrance, CA 90501 SUBJECT: LOT LINE ADJUSTMENT 92-164 (ARCO PARCEL) Dear Colm: This is to inform you that your request for a lot line adjustment regarding Parcel #1 and #19 of Parcel Map 25865 is hereby approved. Enclosed is the documentation necessary for recordation. The Grant Deed still needs to be notarized prior to recordation. Once the lot line adjustment is recorded, please send a copy of the recorded documents to this office for our records. The lot line adjustment is not considered final by the City until we have a copy of the recorded documents. Should you have any questions, please do not hesitate to contact the undersigned. Very truly yours, p - d awo. STAN B. SAWA, Current Planning Principal Planner Enclosures cc: Hall & Foreman, Inc. Engineering Department Ci[y of La Quinta Post Office Box 1504 0 78-105 Calle Estado La Quinta, California 92253 Phone (619) 564-2246, Fax (619) 564-5617 LTRSS.229 Dei B Production Mark Palmer Design. 619J46-0]]2 YI® HALL & FOREMAN, INC. + Civil Engineering -Land Planning -Land Surveying '13821 Newport Avenue, Suite 200 Tustin, California 92680 Telephone (714) 544-3404 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLOSURE AND AREA CALCULATIONS REPORT August 25, 1992 DSK2:4188C.REP(32,55] ********** MISCELLANEOUS AREAS (MSC) ********** ***** Closure: lot line adjustment ***** ***** Closure: LLA PCL F (OLD PCL A) ***** Start End Point Bearing Distance Point 145 145 N 00 17 55 W 21.23 141 141 N 89 42 05 E 155.61 144 144 N 00 17 55 W 123.11 140 140 N 45 51 00 W 44.27 139 139 N 00 17 55 W 84.74 143 143 S 89 42 05 W 124.29 142 142 S 88 33 18 W (R) 1438.00 1166 Arc Data: B.C. Pt. = 142 E.C. Pt. Delta = 002 37 00 Arc = 65.67 Tan = Chord Bear. = N 02 45 12 W Chord Len. 1166 N 85 56 18 E (R) 1438.00 1177 1177 N 33 04 06 E 41.90 154 154 N 05 42 56 W 18.08 1178 1178 N 89 42 05 E 188.96 1500 1500 N 02 16 51 W 72.66 1501 1501 S 87 43 09 W (R) 80.00 1502 Arc Data: B.C. Pt. = 1501 E.C. Pt. Delta = 050 38 28 Arc = 70.71 Tan = Chord Bear. = N 27 36 05 W Chord Len. 1502 N 37 04 41 E (R) 80.00 1503 1503 N 52 55 19 W 66.87 1504 1504 N 61 44 35 W 65.71 1505 1505 S 89 42 05 W 60.45 1506 Page 1 End Point Stored Coordinates North East 5232.5731 2433.5440 5253.8038 2433.4333 5254.6147 2589.0368 5377.7277 2588.3952 5408.5653 2556.6288 5493.3092 2556.1871 5492.6614 2431.9006 5456.3977 994.3579 1177 Rad. Pt. = 1166 32.84 Radius = 1438.00 = 65.67 5558.2507 2428.7463 5593.3663 2451.6102 5611.3564 2449.8097 5612.3413 2638.7720 5684.9455 2635.8803 5681.7617 2555.9436 = 1503 Rad. Pt. = 1502 37.85 Radius = 80.00 = 68.43 5745.5869 2604.1758 5785.9030 2550.8260 5817.0129 2492.9445 5816.6979 2432.4997 r 37 S 24 44 20 W ! ) 2000.00 38 Arc Data: B.C. Bi = 37 E.C. Pt. _ Delta = 018 03 44 Arc = 630.49 Tan Chord Bear. = S 56 13 48 E Chord Len. 38 N 42 48 04 E (R) 2000.00 1394 1394 S 43 55 56 W 108.61 1395 1395 S 46 04 04 E 7.00 1396 1396 S 43 55 56 W 137.00 1427 1427 N 46 04 04 W 23.25 1428 1428 S 44 09 00 W 318.90 1429 1429 S 37 59 41 W (R) 2470.00 23 Arc Data: B.C. Pt. = 1429 E.C. Pt. Delta = 003 20 53 Arc = 144.33 Tan Chord Bear. = N 53 40 45 W Chord Len. 23 N 34 38 48 E (R) 2470.00 145 Closure ERROR: N 00 43 13 W 0.0215 ft. Closure Precision: 1 / 123148 MSC PERIMETER is 2647.69 feet. 4074.0811 1595.1447 1394 Rad. Pt. = 38 = 317. 8 Radius = 2000.00 = 627.88 5541.5134 2954.0569 5463.2965 2878.7023 5458.4399 2883.7434 5359.7779 2788.6918 5375.9089 2771.9481 5147.0932 2549.8228 3200.5682 1029.3162 = 145 Rad. Pt. = 23 = 72.19 Radius = 2470.00 = 144.31 5232.5731 2433.5440 5232.5516 2433.5443 0.0215 -0.0003 AREA of MSC No. 3 is 152808.61 SF ..... or 3.5080 Acres ***** Closure: LLA PCL G (OLD PCL E) ***** Start End Point Bearing Distance Point 1500 1500 N 02 16 51 W 72.66 1501 1501 S 87 43 09 W (R) 80.00 1502 Arc Data: B.C. Pt. = 1501 E.C. Pt. Delta = 050 38 28 Arc = 70.71 Tan = Chord Bear. = N 27 36 05 W Chord Len. 1502 N 37 04 41 E (R) 80.00 1503 1503 N 52 55 19 W 66.87 1504 1504 N 61 44 35 W 65.71 1505 1505 S 89 42 05 W 60.45 1506 1506 S 00 17 55 E 13.67 1162 1162 S 44 42 05 W 28.28 1163 1163 N 89 42 05 E (R) 1400.00 1164 Arc Data: B.C. Pt. = 1163 E.C. Pt. Delta = 006 09 39 Arc = 150.54 Tan Chord Bear. = S 03 22 45 E Chord Len. 1164 S 83 32 26 W (R) 1400.00 1165 1165 S 52 55 06 E 35.43 1178 1178 N 89 42 05 E 188.96 1500 Closure ERROR: S 70 14 03 E 0.0051 ft. Closure Precision: 1 / 147703 Page 2 End Point Stored Coordinates North East 5612.3413 2638.7720 5684.9455 2635.8803 5681.7617 2555.9436 1503 Rad. Pt. = 1502 37.85 Radius = 80.00 = 68.43 5745.5869 2604.1758 5785.9030 2550.8260 5817.0129 2492.9445 5816.6979 2432.4997 5803.0281 2432.5709 5782.9241 2412.6754 5790.2205 3812.6564 = 1165 Rad. Pt. = 1164 75.34 Radius = 1400.00 150.47 5632.7193 5611.3564 5612.3413 5612.3430 -0.0017 2421.5441 2449.8097 2638.7720 2638.7673 0.0047 AREA of MSC No. 8 is 0969.40 SF ..... or 0.8717 As ****************************************************************************** ***** Report Summary ***** MSC Area = 190778.01 SF ..... or 4.3797 Acres END OF REPORT Page 3 4 MEMORANDUM TO: Stan Sawa, Principal Planner FROM: Romano Verlengia, Assistant Engineer DATE: September 18, 1992 RE: Lot Line Adjustment 92-164 (Arco Property) I have completed my review of the legal descriptions and Platt sheets for this lot line adjustment. Both parcels "F" & "G" close within acceptable limits along their new boundaries. The Deed needs to have the L.L.A. number filled -in. RV/ry CC: Steve Speer, Assistant City Engineer File