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HomeMy WebLinkAboutResolution 2003-038 dedication of dove mountain boulevard phase IV, secret springs drive and a portion of saguaro forest loop public right of way F. ANN RODRIGUEZ, RECORDER RECORDED BY: PSG DEPUTY RECORDER 9394 PE1 SMARA TOWN OFMAP~NA ATTN: TOWN CLERK 13251 N LON ADAMS RD MARANA AZ 85653 DOCKET: 12085 PAGE~ 2445 NO. OF PAGES~ 32 SEQUENCE: 20031280574 07/03/2003 RES 15549 HAIL AMOUNT PAID $ 21.50 MARANA RESOLUTION NO. 2003-38 Marana Resolution No. 2003-38, originally recorded by the Pima County Recorder on May 19, 2003, in Docket 12053, pages 4013 and 4014, is being re-recorded to correct the signature date and to include exhibits that were unintentionally omitted. The changes and additions are as follow: Paue 2, Paragraph 4: WAS: 6m day of May, 2003 6m day of April, 2003 Legal descflption - Dove Mountain Boulevard Phase ~V (12.2 acres) public fights-of-way Legal descripUon - Secret Springs Drive (6.388 acres) public rights-of-way Exhibit C Legal description - Saguaro ForeSt Loop (2.362 acres) public fights-of-way Legal description - Public Roadway and Drainage Easement 0 S F. ANN RODRI~UEZ, RECORDER ~ ~CO~D~ 9394 ~' PE1 TOWN OF MARANA ATTN~ TOWN CLERK 13251 N LON ADAMS RD MARANA AZ 85653 DOCKET: 12053 PAGE: _ 4013 NO. OF PAGe'.' 2 SEQUENCE: 20~0960645 05/1~/2003 RES MAIL AMOUNT PAID $ 8.00 MARANA RESOLUTION NO. 2003-38 A RESOLUTION OF THE MAYOR AND TOWN COUNCIL OF THE TOWN OF MARANA, ARIZONA, ACCEPTING THE DEDICATION OF DOVE MOUNTAIN BOULEVARD PHASE IV, SECRET SPRINGS DRIVE, AND A PORTION OF SAGUARO FOREST LOOP AS PUBLIC RIGHT-OF-WAY AND A PUBLIC ROAD WAY AND DRAINAGE EASEMENT ALONG THE ABOVE PROPOSED PUBLIC RIGHTS-OF-WAY, IN ACCORDANCE WITH THE DOVE MOUNTAIN SPECIFIC PLAN. WHEREAS, the Dove Mountain Specific Plan was adopted by the Marana Town Council on March 28, 2000; and WHEREAS, the Redhawk Specific Plan, Dove Mountain Specific Plan I, and Dove Mountain Specific Plan II, have been renamed collectively as the "Dove Mountain Specific Plan" by the Mayor and Council on this same day; and WHEREAS, the Dove Mountain Specific Plan "Circulation Concept Plan" states all roadways within the project boundary will be public and will be dedicated to and maintained by the Town of Marana or other appropriate jurisdiction/district unless designated as private roads in the subdivision approval process; and WHEREAS, in accorc~ance with the Dove Mountain Specific Plan Circulation Concept Plan, Lawyers Title of Arizona, Inc. Trust No. 7804-T and 7805-T, has requested to conveyto the Town of Marana real property for public road right-of-way and public utility purposes consisting of Dove Mountain Boulevard Phase IV, Secret Springs Drive, and Saguaro Forest Loop; and WHEREAS, in accordance with the Dove Mountain Specific Plan Circulation Concept Plan, Lawyers Title of Arizona, Inc. Trust No. 7804-T and 7805-T, has also requested to convey to the -Town ofMarana a public roadway and drainage easement along the above mentioned alignments; and WHEREAS, it has been determined by the Mayor and Council that the Dove Mountain Boulevard Phase IV (12.2 acres) public rights-of-way, as shown on the attached map and legally described on Exhibit A, attached hereto and incorporated herein by this reference, are acceptable for dedication to the Town; and WHEREAS, the Mayor and Council have further determined that the Secret Springs Drive (6.388 acres) public rights-of-way, as shown on the attached map and legally described on Exhibit B, attached hereto and incorporated herein by this reference, are acceptable for dedication to the Town; and Page 1 of 2 PW/JRD/MF/04/30/03 6:54 PM o_~ Marana, Arizona Resolution No. 2003-38 WHEREAS, the Mayor and Council accept to the dedication of the Saguaro Forest Loop (2.362 acres) public rights-of-way, as shown on the attached map and legally described on Exhibit C, attached hereto and incorporated herein by this reference; and WHEREAS, as determined by the Mayor and Council, the Public Roadway and Drainage Easement, as shown on the attached map and legally described on Exhibit D, attached hereto and incorporated herein by this reference, is acceptable for dedication to the Town; and NOW, THEREFORE, BE IT RESOLVED by the Mayor and Council of the T6wn of Marana, Arizona, that the Town of Marana shall accept the dedication of the public rights-of-way of Dove Mountain Boulevard Phase IV, Secret Springs Drive, Saguaro Forest Loop and the Public Roadway and Drainage Easement, more fully depicted within the respective attached maps and legally described within the respective attached Exhibit's A, B, C, and D. PASSED AND ADOPTED bythe Mayor and Council of the Town of Marana, Arizona, this day of May, 2003. ~_ Mayor I~I~B~ SUTTON, YR. ATTEST: APPROVED AS TO FORM: z/'b~niel J.~Iochuli ~.~ As Town Attorney and not personally 4 4 4 PW/JRD/IVlFI04130103 6:54 PM Marana, Arizona Rcsolution No. 2003-38 Page 2 of 2 Exhibit A LEGAL DESCRIPTION "A" OPW JOB NO. 96013-602 .~LL OF THOSE PORTiONS OF SECTIONS 22 AND 23, TOWNSHIP 11 SOUTH. RANGE 12 EAST, G&SRBM, PIMA COUNTY, .Mo,.IZONA, MORE PARTICULARLY DESQRIBED AS FOLLOWS: COMIV[ENCING AT THE SOUTHB'-EST CORNrER OF SECTION 25, TO'9,~SHIP $1 SOUTH, R.~GE 12 EAST (BEING A STEEL PLATE CAPPED PIPE STAMPED 26125 35i36 ), FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 25 (BEING A 1/2" REBAR TAGGED LS4080) BEARS N 00° 01' 40" W AT A DISTANCE OF 2627.16 FEET AND THE SOUTHEAST CORNER OF SAID SECTION 25 (BEING AN ALUMLN~ CAPPED PIPE ST~VmED LS16597) BEARS S 890 43' 06" E AT A DISTANCE OF 5263.67 FEET A.ND THE SOUTHEAST CORNER OF SAID SECTION 35 (BEING A Pr NAIL WITH CROSS-OUTS, SINCE OBLITERATED) BEARS S 00° 07' 05" W AT A DISTANCE OF 5305.49 FEET, THENCE S 89043' 06" E, ALONG THE SOUTH LINE OF SAID SECTION 25, A DISTANCE OF 380.43 FEET TO A POINT; THENCE N 00° 16' 54" E. A DISTANCE OF 75.00 TO POINT ON THE NORTH LINE OF THE EXISTING MOORE ROAD RIGi-ZT-OF-WAY AS P~ECORDED IN BOOK 8 AT PAGE 61 OF ROAD MAPS, ALSO BEING A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 460 35' 57" E; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, ~rHICH HAS A R.MPlUS OF 1675.00 FEET AND A CENTRAL ANGLE OF 19o 22' 38% AN ARC LENGTH OF 566.48 FEET TO A POINT OF TANGENCY; THENCE N 620 46' 41" E, A DISTANCE OF 1610.44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO ~ LEFT, WH/CH I-LiS A R_4_DIUS OF 3125.00 FEET AND A CENTRAL ANGLE OF 90o 21' 51 ", A.N ARC LENGTH OF 4928.60 PEET TO A POINT OF TANGENCY; THENCE N 270 35' 10" W, A DISTANCE OF 1191.34 FEET TO A POIN-f OF CURVATURE; THENCE NORTHWESTERLY A.LONG A CURVE TO THE LEFT, Wi-I/CH HiS A R.kDIUS OF 2125.00 FEET.kNrD A CENTRAL,iNGLE OF 31 o 24' 50", .iN ARC LENGTH OF 1165.09 FEET TO A POINrr OF TANGENCY; THENCE N 590 00' 00" W, A DISTANCE OF 559.70 FEET TO A PoINrl', SA.ID POLNT .ALSO DESCRIBED IN THE REDHAWK BOULEVARD RIGHT-OF-WAY DEDICATION AS RECORDED INDOCKET 10293 AT PAGE 1013; THENCE CONTINUING N 590 00' 00" W, A DISTANCE OF 98.02 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, W-KICH HAS A R_-M3IUS OF 2425.00 FEET AND A CENTRAL ANGLE OF 27o 35' 01 ", AN ARC LENGTH OF 1167.45 FEET TO A POINT OF TANGENCY; 4 4 Page 1 of 3 96013\600~le_.~ls\dmb-exclgl THENCE N g6° 35' 01" W, A DISTANCE OF 2634.04 FEET TO THE PO~*T OF TERMINUS DOVE MOU.'NTAIN BOULEVARD AS RECORDED IN DOCKET 10765 AT PAGE 1049 'DtEREOF, S.MD POINT BEING THE TRUE POINT OF BEGINNING. THENCE N 86°35'01" W, A DISTANCE OF 159.04 FEET TO A POINT; D-I~NCE N 78°35'35'' W, A DISTANCE OF 357.95 FEET TO A POINT; THENCE V~STERLY, ALOlqG A TANGENT CURVE TO THE RIGHT WITH A ~-~DIUS OF 2550.00 FEET AND A CENTRAL ANGLE OF 19°46'17'', A LENGTH OF 879.94 FEET TO A POINT; THENCE N 58°49'18" W, A DISTANCE OF 2720.15 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY, ALONG SAID TANGENT CURVE TO THE LEFT WITH A P,-'~d)IUS OF 2450.00 FEETAND A CENTRAL ANGLE OF 08°1622' ......, A LENGTH OF o>~.7~ FEET TO A POINT ON A CURVE FROM WHICH THE RADiUS BEARS N 38o 06' 08" W; THENCE, ALONG SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 100.00 FEET, A CENrlXAL ANGLE OF 299°59'24", WITH A RADIAL L~x-E IN OF N 38°06'08" W AND A RADIAL LINE OUT OF S 81°53'16" W FOR AN ARC LENGTH OF 523.58 FEET TO A POl~rf ON A CURVE FROM WHICH THE RADIUS BEARS S 22°51'56"W; 'FrlENCE SOUTHEASTERLY, ALONG SAID NON-TANGENT CURVE TO THE RIGHT HAVING A RA_DIUS OF 2550.00 FEET, A CEN'i'RAL ANGLE OF 08 ° 18'45', WITH A RADIAL LINrE IN OF S 22°5156" W AND A RADIAL LINE OUT OF N 31o10'42'' E FOR AN LENGTH OF 369.96 FEET TO A POI2N-T; THENCE S 58°49'18'' E, A DISTANCE OF 2117.18 FEET TO A POINT; THENCE N 31 ° 10'42" E, A DISTANCE OF 25.00 FEET TO A POINT; TI-{ENCE S 5g°49'18'' E, A DISTANCE OF 602.97 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, ALONG A TANGENT CURVE TO THE LEFT %rlTH A R_-'~DIUS OF 2425.00 FEET .4ND A CENTRAL ANGLE OF 27°45'42'', A LENGTH OF 1174.99 FEET TO A POINT; THENCE S 86°35'01'' E, A DISTANCE OF 159.04 FEET TO A POINT; THENCE S 03024'59'' W, A DISTANCE OF 150.00 FEET TO THE POINT OF BEGE~L'NING. S.~ID PARCEL CONTAINING 12.2 ACRES. 8 8 S 4 4 9 Page 2 of 3 96013X600~legalsXdmb-extlgl m 0 'I Z 0 0 m 0 0 0 4 0 Exhibit B LEGAL DESCRIPTION "B' OPW JOB NO. 96013-602 .,~LL OF THOSE PORTIONS OF SECTIONS lq, 15 AND 22, TOWNSHIP 11 SOUTH. RANGE 12 EAST, G&SRBM, PIMA COUNTY, ARIZONA, MORE PARTICUL.~dLLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25, TOWNSHIP'I 1 SOUTH, RANGE 12 EAST (BEING A STEEL PLATE CAPPED PIPE STAMPED 26125 35136 ), FROM WH2CH ~ ~rEST QUARTER CORNrER OF SAID SECTION 25 (BEING A i/2" REBAR TAGGED LS4080) BEARS N 00° 01' 40" W Ar A DISTANCE OF 2627.16 FEET AND TH]E SOUTHEAST CORNER OF SAID SECTION 25 (BEING AN ALUM~rUM CAPPED PIPE STAMPED LS16597) BEARS S 89o 43' 06" E AT A DISTANCE OF 5263.67 FEET A2xrD TH2E SOUTH]EAST CORNER OF SAID SECTION 35 (BEING A PK NAIL WITH CROSS-OUTS, SINCE OBLITERATED) BEARS S 00° 07' 05" W AT A DISTANCE OF 5305.49 FEET, TI-{ENCE S 89043' 06" E, ALONG TH2E SOUTH LINE OF SAID SECTION 25, A DISTANCE OF 380.43 FEET TO A POINT; THENCE N 00° 16' 54" E, A DISTANCE OF 75.00 TO POINT ON THE NORTH LINrE OF THE EXISTING MOORE RO.tQ3 RIGHT-OF-WAY AS RECORDED 134 BOOK 8 AT PAGE 61 OF ROAD MA.PS, ALSO BEING A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 460 35' 57" E; THENCE NORTH]EASTERLY ALONG A CURVE TO THE RIGHT, WI-t/CH HAS A RADIUS OF 1675.00 FEET AND A CENTRAL ANGLE OF 19° 22' 38", AN ARC LENGTH OF 566.48 FEET TO A POINT OF TANGENCY; THENCE N 620 46' 41" E, A DISTANCE OF I6t0.44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A 1LA. DIUS OF 3125.00 FEET AND A CENTRAL ANGLE OF 90o 21' 51", AN ARC LENGTH OF 4928.60 FEET TO A POINT OF TANGENCY; THENCE N 27o 35' 10" W, A DISTANCE OF 1191.34 FEET TO A POINT OF CURVATU'RE; TIKENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 2125.00 FEET .aND A CENTRAL ANGLE OF 31 ° 24' 50", AN ARC LENGTH OF 1165.09 FEET TO A POINT OF TANGENCY; TH2ENCE N 59° 00' 00" W, A DISTANCE OF 539.70 FEET TO A POINT, SAID POINT .(LSO DESCRIBED LN THE REDHAWK BOULEVARD RIGHT-OF-WAY DEDICATION AS RECORDED IN DOCKET 10293 AT PAGE 1013; THENCE CONTINUING N 590 00' 00" W, A DISTANCE OF 98.02 FEET TO A POINT OF CURVATUtLE; THENCE NORTHWESTERLY ALONG A CURxrE TO THE LEFT, WHICH I-LiS A 1L~.DIUS OF _,4_5.00FEETANDACENTRALANGLEOF_.7 oD 01 , AN ARC LENGTH OF l167.45 FEET TO A POINT OF TA?GENCY; ! 0 8 P Page 1 of 6 96013\600~EGALS~SDRIVE.LGL THENCE N g6° 35' 01" W, A DISTANCE OF 2634.04 FEET TO THE TEKMI~rUS OF DOVE MOUNTAIN BOULEVA_KD AS RECORDED 1N DOCKET 10765 AT PAGE 1049 THEREOF; THENCE N g6°35'01"WA, DISTANCE OF 159.04 FEET TO A POINT; THENCE N 7g°35'35'' W, A DISTANCE OF 357.95 FEET TO A POINT OF CURVATUqLE; THENCE ~STERLY, ALONG A T,~d'qGENT CURVE TO THE RIGHT ~rITH A tL~DIUS OF 2550.00 FEET AND A CENTRAL ANGLE OF 19°46'17", A LENGTH OF 879.94 FEET TO A POINT OF TANGENCY; THENCE N 58 °49'18" W, A DISTANCE OF 2720.15 FEET TO A POLNT OF CURVATURE; THENCE NORTHWESTERLY, ALONG SAID TANGENT CURVE TO THE LEFT WiTH A RADIUS OF 2450.00 FEET AND A CENTRAL ANGLE OF 08°16'22''. A LENGTH OF 353.75 FEET TO A POINT ON A CURVE FROM WHICH TI-rE RADIUS BE.~RS N 38006'08'' WEST; Tt-IENCE, .~LONG SAID NON-TANGENT CURVE TO THE RIGHT FL~.VING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 206°37'00'', WITH A R_&DIAL LINE IN OF N 38006'08'' W AND A RADIAL LINE OUT OF S 11029'07'' E FOR .4N .~R.C LENGTH OF 360.61 FEET TO A POINT ON A ,_':;RVE, S~a'-'D POINT BEING THE TRUE POINT OF B EGINh'LN'G;; THENCE NORTHERLY, ALONG SAID CURVE TO THE RIGHT FL~.\rLNG A tL&DIUS OF 481.00 FEET, A CENTRAL ANGLE OF 17°41 '44", WITH A RADIAL LINE IN OF S 77°49'55" E AND A R.&DIAL LINE OUT OF N 60°08'11" W FOR AN ARC LENGTH OF 148.55 FEET TO A POINT OF TANGENCY; THENCE N 29051'49'' E, A DISTANCE OF 367.44 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, ALONG A TANGENT CURVE TO ~ RIGHT WITH A RADIUS OF 530.00 FEET AND A CENTRAL ANGLE OF 09°56'11'', A LENGTH OF 91.91 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTI-tERLY, ALONG S)dD REVERSE CURVE TO THE LEFT WITH A IC&DIUS OF 470.00 FEET AND A CENTRAL .&NGLE OF 09°56'11'', A LENGTH OF 81.51 FEET TO A POINT; THENCE N 29°51'49'' E, A DISTANCE OF 39.40 FEET TO A POINT OF CURVATLrP..E; THENCE NORTHERLY, ALONG SAID TANGENT CURVE TO TI-rE LEFT V¢ITH A RADIUS OF 570.00 FEET AND A CENTRAL .&NGLE OF 19°39'55", A LENGTH OF 195.64 FEET TO A POINT OF REVERSE CURVATURE; THENCE NOR'I;I-IERLY, ALONG A REVERSE CURVE TO THE.RIGHT ~T'FH A RADIUS OF 630.00 FEET .(t',,rD A CENTRAL ANGLE OF 30°03'12'', A LENGTH OF 330.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, ALONG A REVERSE CURVE TO THE LEFT ~TI'H A RADIUS OF 482.00 FEET .~ID A CENTRAL ANGLE OF 13°43'01", A LENGTH OF !15.39 FEET TO A POINT; 4 Page 2 of 6 960!3~600~LEGALSBSDRIVE.LG;L THENCE N 26°32'04'' E, A DISTANCE OF 341.05 FEET TO A POD,,'T OF CURVATURE; THENCE NORTHERLY, ALONG A TANGENT CURVE TO THE RIGHT WITH A RADiUS OF 530.00 FEET AND A CENTRAL ANGLE OF 08004'03'', A LENGTH OF 74.63 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, ALONG SAID REVERSE CURVE TO THE LEFT WITH A RADIUS OF 482.00 FEET AND A CENTRAL .ANGLE OF 07o49'48", A LENGTH OF 65.87 FEET TO A POINT OF REVERSE CURVATLVRE; - THENCE NORTHEASTERLY. ALONG A REVERSE CURVE TO ~ RIGHT WITH A tL~DIUS OF 1280.00 FEET AND A CENTRAL ANGLE OF 35°21'18'', A LENGTH OF 789.84 FEET TO A POINT OF TANGENCY; THENCE N 62°07'36" E, A DISTANCE OF 263.73 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLy, ALONG A TANGENT CURVE TO THE LEFT WITH A RADiUS OF 370.00 FEET A_ND A CENTRAL ANGLE OF 48039'40'', A LENGTH OF 314.24 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHEASTERLY, ,ALONG A REVERSE CURVE TO THE RIGHT WITH A RADIUS OF 430.00 FEET AND A CENTRAL .ANGLE OF 42°36'5Y', A LENGTH OF 319.82 FEET TO A POINT OF TANGENCY; THENCE N 56°04'50" E, A DISTANCE OF 122.47 FEET TO A POINT OF CURVATURE; TI-iENCE NORTHEASTERLY, .ALONG A T.ANOENT CURVE TO THE RIGHT WiTH A R-M)IUS OF 430.00 FEET .AND A CENTRA& .ANGLE OF 24o46'04'', A LENGTH OF 185.88 FEET TO A POINT; THENCE E.~STERLY, ALONG A COMPOUND CURVE TO THE RIGHT WITH A tLiDIUS OF 230.00 FEET AND A CENTRAL ANGI~E OF 36°47'2Y', A LENGTH OF 147.68 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A R_~DIUS OF 205.00 FEET .a24D A CENTRAL .ANGLE OF 30°14'2Y', A LENGTH OF 108.20 FEET TO A POINT; THENCE S 01°19'12" E, A DISTANCE OF 60.01 FEET TO A POINT ON A CURVE; THENCE WESTERLY, ALONG S,~ID NON-TANGENT CURVE TO THE RIGHT HAVING A P,.~DIUS OF 265.00 FEET, A CENWRAL ANGLE OF 29056'59'', WITH A RADIAL L12,,q: IN OF N 02°18'41" W AND A RADIAL LINE OUT OF S 27°38'17" W FOR AN .ARC LENGTH OF 138.52 FEET TQ A POINrr OF REVERSE CURVATURE; THENCE WESTERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 170.00 FEET .~2qD A CENTRAL .ANGLE OF 36°47'2Y', A LENGTH OF 109.16 FEET TO A POINT; THENCE SOUTHWESTERLY, .ALONG A COMPOUND CURVE TO .'HE LEFT WITH A RADIUS OF 370.00 FEET AINrD A CENTRAL ANGLE OF 24046'04", A LENGTH OF 159.94 FEET TO A POINT OF TANGENCY; 4 Page 3 of 6 96015~600~LEGALS'.SSDRp, rE.LGL THENCE S 56°04'50" W, A DISTANCE OF I22.47 FEET TO A POINT OF CURVATUP,.E; THENCE SOUTHWESTERLY, ALONG A TANGENT CURVE TO ~ LEFT WITH A RADIUS OF 370.00 FEET AND A CENTRAL ANGLE OF 42°36'53", A LENGTH OF 275.19 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY, ALONG A REVERSE CURVE TO THE RIGHT WITH A ~' 8 3940 . A LENGTH-OF ~6~ 20 R_~d)IUS OF -~o0.00 FEET AND A CENTRAL ANGLE OF 4 ° ' ". ~ - FEET TO A POINT OF TANGENCY; THENCE S 62°07'36" W, A DIST.ANCE OF _6o.73 FEET TO A POINT OF CURVATU'RE; THENCE SOUTHWESTERLY, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1220.00 FEET AINrD A CENTRAL ANGLE OF 33016'56'', A LENGTH OF 708.68 FEET TO A POINT; THENCE SOUTHERLY, ALONG A COMPOUND cURVE TO THE LEFT WITH A R. ADIUS OF 482.00 FEET AND A CENTRAL ANGLE OF 11 °37'34", A LENGTH OF 97.80 FEET TO A POINT OF REVERSE CURVATURE; THEN~=er~rrcrcor v ^, c,,:~ ~ Pr'mz'c~:t'Irn'x~TC~THERIGHTWlTHARADIUSOF 534.00 FEET AND A CENTRAl..:d'~GLE 01z 09-~i8'57'I, A LENGTH OF 86.82 FEET TO A POINT; THENCE S _6 02 04 W, A DISTANCE OF 291.08 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, ALONG A TANGENrF CURVE TO THE RIGHT WITH A P,.~DIUS OF 6.-54.00 FEET AND A CENTP,_~,.L ANGLE OF 19°53'50", A LENGTH OF 223.64 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A tL~J)FUS OF 282.00 FEET AND A CENTtL~L ANGLE OF 21057'47", A LENGTH OF 108.10 FEET TO A POINT OF T.a2qGENCY; THENCE S 24°28'07'' W, A DIST.~S'qCE OF 9.34 FEET TO A POINT OF CURVATURE; THENCE SOUTi--[ERLY, ALONG A TANGE.NV'i' CURVE TO THE LEFT WITH A P,_-XDIUS OF 567.88 FEET AND A CENTRAL .~d'qGLE OF 15°56'58'', A LENGTH OF 158.08 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY, ALONG A REVERSE CURVE TO THE RIGHT WITH A RADIUS OF 620.81 FEET AND A CENTRAL ANGLE OF 19°42'30'', A LENGTH OF 213.54 FEET TO A POINT OF TANGENCY; THENCE S 28 ts ~9 W, A DISTANCE OF 21o.~0 FEET TO A POINT; THENCE S 29051'49'' W, A DISTANCE OF 354.47 FEET TO A POINT; THENCE SOUTHERLY, ALONG A TANGENT CURVE TO THE LEFT WITH A R.~DIUS OF 607.00 FEET AND A CENTRAL ANGLE OF 11°39'37'', A LENGTH OF 123.53 FEET TO A POINT ON A CURVE; Page 4 of 6 96013\600~LEGAI~$SDR.B"E.LGL ~'i2-~ENCE WESTERLY, ALONG A NON-TANGENT CURVE TO THE LEFT FL~VING A RADIUS OF I00.00 FEET, A CENTRAL ANGLE OF 50°57'52", WITH A RADIAL LINE IN OF S 39°28'45" W AND A RADIAL LINE OUT OF N I 1 °29'07" W FOR AN ARC LENGTH OF 88.95 FEET TO THE POINT OF BEGINNq~NG. SA.ID PARCEL CONTAINING 6.388 ACRES. 1 Page 5 of 6 96013x600~LEGALSLSSDRBrE.LOL 0 0 z ;..q z rtl C) o 0 .':0 m r'q 0 0 m 0 0 0 0 8 S 4 Exhibit C LEGAL DESCRIPTION "C" OPW JOB NO. 96013-602 ALL OF THAT PORTION OF SECTION 15,' TOWNSHIP 11 SOUTH_ RANGE 12 EAST, G&SRBM, PIMA COLTNTY,.M>dZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH'C, rEST CORNrER OF SECTION 25, TOg.'.'NSHIP l 1 SOUTH, R.~-dqGE 12 EAST, (BEING A'STEEL PLATE CAPPED PIPE STAMPED 26!25 35136 ), FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 23 (BEING A 1/2" REBAR TAGGED LS4080) BEARS N 00° 0t' 40" W AT A DISTANCE OF 2627.16 FEET .&NrD THE SOUTHEAST CORNrER OF SAID SECTION 25 (BEING AN ALUM2~'UM CAPPED PIPE STAMPED LS16597) BEARS S 89* 43' 06" E AT A DISTANCE OF 5263.67 FEET ANrD THE SOUTHEAST CORNER OF SAID SECTION 35 (BEING A PK NAIL WITH CROSS-OUTS, SINCE OBLITERATED) BEARS S 00° 07' 05" W AT A DISTANCE OF 5305.49 FEET, THENCE S 89° 43' 06" E, ALONG THE SOUTH LINE OF SAID SECTION 25, A DIST.~NCE OF 380.43 FEET TO A POINT; THENCE N 00° I6' 54" E, A DISTANCE OF 75.00 TO POINT ON THE NORTH LINE OF TIIE EXISTING MOORE ROAD RIGHT-OF-WAY AS RECORDED IN BOOK 8 AT PAGE 61 OF ROAD IvL&PS, .~T..S O BEING A POINT ON A CURVE FROM WHICH THE RADIUS S 46° 35' 57" E; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WH/CH HAS A P,_&DIUS OF 1675.00 FEET AND A CENTRAL ANGLE OF 190 22' 38", AN ARC LENGTH OF 566.48 FEET TO A POINT OF TANGENCY; THENCE N 62° 46' 41" E, A DISTANCE OF 1610.44 FEET TO A POINT OF CURVATURE; THENCE NORTI-IEASTERLY ALONG A CURVE TO THE LEFT, WH/CH HAS A R.~,_DIUS OF 3125.00 FEET .&ND A CENTRAL ANGLE OF 90° 21' 51 ", AN ARC LENGTH OF 4928.60 FEET TO A POINT OF TANGENCY; THENCE N 270 35' I0" W, A DISTANCE OF 1191.34 FEET TO A PO12x'T OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A R.~DIUS OF 2125.00 FEET .~q'D A CENTRAL ANGLE OF 31 o 24' 50 ", AN ARC LENGTH OF 1165.09 FEET TO A POINrr OF TANGENCY; THENCE N 59° 00' 00" W, A DISTANCE OF 539.70 FEET TO A POINT, SAID POINrr .ALSO DESCP. ZBED IN THE REDHAWK BOULEVARD RIGHT-OF-WAY DEDICATION AS RECORDED IN. DOCKET 10293 AT PAGE 1013; THENCE CONTINrU1NG N 590 00' 00" W, A DISTANCE OF 98.02 FEET TO A POINrT OF CURVATURE:, TI-fENCE NOR'I HWESTERLY ALONG A CURVE TO THE LEFT, WHICH ~.S A RADIUS OF 2425.00 FEET AND A CENTRAL ANGLE OF 27° 35' 01", .Mq ARC LENGTH OF 1167.45 FEET TO A POINT OF TANGENCY; THENCE N 86° 35' 61" W, A DISTANCE OF 2634.04 FEET TO A PO~'T OF TER_MINUS OF DOVE MOU.'NTAIN BOULEVARD AS RECORDED IN DOCKET 10765 AT PAGE 1049 THEREOF; Page 1 of 5 96013\600'2,EGALS\SAGFLOOP.LGL THENCE N 86 .~5 01 W, A DISTg_NCE OF 159.04 FEET TO A PO12N'T; THENCE N 7g°35'35'' W, A DISTANCE OF 357.95 FEET TO A POD,ti OF CURVATURE; THENCE V,~STERLY, .aLONG A TANGENT CURVE TO THE RIGHT WITH A tL~DIUS OF 2550.00 FEET AND A CENTRAL ANGLE OF 19°46'17'', A LENGTH OF 879.94 FEET TO A POINT; THENCE N 58°49'18" W, A DISTANCE OF 2720.15 FEET TO A PO~T OF CURVATURE; THENCE ~'-ESTERLY, .aLONG SAID TANGENT CURVE TO T-kIE LEFT WITH A RADIUS OF 2450.00 FEET ANrD A CENTILA. L ANGLE OF 08o16'22", A LENGTH OF 353.75 FEET TO A POINT ON A CURVE FROM WHICH RADIUS BEARS N 3g°06'0g'' W; THENCE NORTHWESTERLY, ALONG SAID NON-TANGENT CURX, rE TO THE RIGHT HAVING A IL&DIUS OF 100.00 FEET, A CENTRAL ANGLE OF 206% 7'00", WITH A RADL4L LINE IN OF N 38o06'08" W A_ND A RADIAL LINE OUT OF S 11029'07" E FOR AN ARC LENGTH OF 360.61 FEET TO A POINT ON A CURVE; THENCE NORTHERLY, ALONG A CL~VE TO TF~ RIGHT HAVING A R. ADIUS OF 481.00 FEET, A CENTRAL ANGLE OF i 7'4i 44", ¢,'i¥H .4 ~'-_DIAL LINE IN OF S 77049'55" E AND A RADIAL LINE OUT OF N 60°08'11" W FOR AN ARC LENGTH OF 148.55 FEET TO A POINT; THENCE N 29051'49" E, A DISTANCE OF 367.44 FEET TO A POINT; THENCE NORTI--IERLY, .~.ONG A TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 530.00 FEET AND A CE~ .tuNGLE OF 09°56'11'', A LENGTH OF 91.91 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A tLq~DIUS OF 470.00 FEET A.ND A CENTRAL ANGLE OF 09°56'11", A LENGTH OF 81.51 FEET TO A POINT; THENCE N 29°51'49" E, A DIST?._NCE OF 39.40 FEET TO A POINT: THENCE NORTHERLY, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF 570.00 FEET ?2qD A CENTRAL ANGLE OF 19°39'55", A LENGTH OF 195.64 FEET TO A POINT OF RE\tERSE CURVATURE; THENCE NORTHERLY, ALONG A REVERSE CURVE TO THE RIGHT x3,rlTH A tL4JDIUS OF 630.00 FEET .-MND A CENTRAL ANGLE OF 30°03'12'', A LENGTH OF 330.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 482.00 FEET .~d'4D A CENTRaL ANGLE OF 13°43'01'', A LENGTH OF 115.39 FEET TO A POINT; THENCE N 26°32'04'' E, A DISTANCE OF 185.37 FEET TO A POINT OF CURVATLrlLE, SAID POINT BEING TI-IE TRUE POINT OF BEGINNING;; THENCE NORTHWESTERLY, ALONG A CURVE TO THE LEFT HAVING A 1L~DIUS OF 82.00 FEET, A CENTRaL ANGLE OF 75 °01'35", A TANGENT LENGTH OF 62.95 FEET, ~ LONG CHORD OF WHICH BEARS N I 0°5g'43" W FOR A DISTANCE OF 99.87 FEET BrlTH 4 Page 2 of 5 96013\600',.LEGALS\SAGFLOOP.LGL A RADIAL LINE IN OF N 63°27'56" W AND A RADIAL LINrE OUT OF N 41 °30'29" E FOR AN ARC LENGTH OF 107.38 FEET TO A POINT; THENCE N 48029'31" W, A DISTANCE OF 74.80 FEET TO A POINT OF CURVATURE; THENCE H'ESTERLY, .aLONG A TANGENT CURVE TO TI'rE LEFT WITH A R.<DIUS OF 320.00 FEET AND A CENTRAL A_NGLE OF 37°15'49'', A LENGTH OF 208.12 FEET TO A POINT; THENCE N 85045'20'' W, A DISTANCE OF 696.99 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, .aLONG A TA_NGENT CURVE TO THE RIGHT WITH A P,.a. DI'US OF 530.00 FEET .~ND A CENTRAL ANGLE OF 13°56'19", A LENGTH OF 128.94 FEET TO A POINT ON A CURVE; THENCE WESTERLY, ALONG A NON-TANGENT CURVE TO THE RIGHT HAVING A P,_~DIUS OF 214.54 FEET, A CENTRAL ANGLE oF 12°39'56", A TANGENT LENGTH OF 23.81 FEET, THE LONG CHORD OF WHICH BEARS N 75°15'22" W FOR A DIST.~-NCE OF 47.33 FEET 'WITH A RADIAL LINE IN OF N 08024'40'' E AND A RADIAL LINE OUT OF S 21004'36" W FOR AN .aRC LENGTH OF 47.43 FEET TO A POINT; THENCE N 68°55'24" W, A DISTA.NCE OF 135.26 FEET TO A POINT OF CURVATLrRE; THENCE WESTERLY, .~LONG A TANGENT CURVE TO THE LEFT HqTH A R_aJDIUS OF 475.65 FEET ?aND A CENTRAL ANGLE OF 26°14'45", A LENGTH OF 217.89 FEET TO A POINT; THENCE N 0o 29 lo E, A DISTANCE OF 68.29 FEET TO A POINT; THENCE N 77°50'58'' E, A DISTANCE OF 120.00 FEET TO A POINT ON A CUP..VE; THENCE SOUTHEASTERLY, ALONG A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 56°46'21", A TANGENT LENGTH OF 43.23 FEET, THE LONG CHORD OF WHICH BEARS S 40°32'13'' E FOR A DIST.kNCE OF 76.07 FEET WITH A RADIAL LINE IN OF N 77°50'58" E AND A RADLaL LL-N~E OUT OF S 21°04'36'' W FORAN .aRC LENGTH OF 79.27 FEET TO A POINT; THENCE S 68°55'24'' E, A DISTANCE OF i15.23 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, ALONG A TANGENT CURVE TO THE LEFT WITH A RADIUS OF I85.00 FEET A2,ID A CENTRAL ANGLE OF 09°30'19", A LENGTH OF 30.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG A REVERSE CURVE TO THE RIGHT WITH A RADIUS OF 231.00 FEET AND A CENTRAL A_NGLE OF 16°01'21", A LENGTH OF 64.60 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG A REVERSE CURVE TO THE LEFT WITH A RADIUS OF 185.00 FEET AND A CENTRAL A.NGLE OF ~~ ou i~ , A LENGTH OF 72.66 FEET TO A POINT; THENCE EASTERLY, ALONG A COMPOUND CURVE TO THE LEFT ~TH A t~a..Di'US OF 470.00 FEET AND 'A CENTRAL ANGLE OF 00°50'42", A LENGTH OF 6.93 FEET TO A POINT; Page 3 of 5 96013\600X&EGALS\SAGFLOOP-LGL THENCE S 85'45'20'' E, A DISTANCE OF 8.45 FEET TO A POINT OF CURVATU]:LE; THENCE EASTERLY, ALONG A TANGENrF CURVE TO THE LEFT WITH A tLiDi'US OF 470.00 FEET AND A CENTRAL ANGLE OF 08°52'34% A LENGTH OF 72.81 FEET TO A POINT OF REVERSE CURVATURE; ZHENCE EASTERLY, ALONG A REVERSE CURVE TO THE RIGHT WITH A RADIUS OF 532.00 FEET AND A CENTR_kL ANGLE OF 17°45'09% A LENGTH OF 164.83 i:~EET TO A POINT OF REVERSE CURVATURE; _THENCE EASTERLY, AJ.,ONG A REVERSE CURVE TO THE LEFT WITH A tLiDIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 08°52'34% A LENGTH OF 72.81 FEET TO A POINT OF TANGENCY; 7HENCE S 85°45'20" E, A DISTANCE OF 379.33 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, A.LONG A TANGElxrr CURVE TO THE RIGHT WITH A tLkDIUS OF 380.00 FEET AND A CENTRAL ANGLE OF 29°59'30", A LENGTH OF 198.91 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY, ALONG A REVERSE CLrRVE TO THE LEFT WITH A tLkDIUS OF 335.00 FEET AND A CENTRAL .~'~GLE OF 07°51'37'', A LENGTH OF 44.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY, ALONG A REVERSE CURVE TO ~ RIGHT WITH A RADIUS OF 381.00 FEET AND A CENTRAL ANGLE OF 14°36'18", A LENGTH OF 97.12 FEET TO A POIN~r OF REVERSE CURVATURE; THENCE EASTERLY, ALONG A REVERSE CURVE TO THE LEFT ~,rlTH A RADIUS OF 20.00 FEET A.ND A CENTRAL ANGLE OF 103°19'12% A LENGTH OF 36.07 FEET TO A POINT ON A CURVE FROM WHICH THE tLkDIUS BEARS S 63°00'20'' E; THENCE SOUTHERLY, ALONG A COMPOUND CURVE TO THE LEFT WITH A tLkDIUS OF 530.00 FEET AND A CENTRAL ANGLE OF 01°27'36", A LENGTH OF 13.50 FEET TO A POINT; THENCE S 26°32'04'' W, A DISTANCE OF 155.68 FEET TO A POINrr TO THE POINT OF BEGINNING. SAID PARCEL CONTAZNING 2.362 ACRES. Page 4 of 5 96013\600~LEGALS\SAGFLOOP.LGL 0 m z i'll Z m m C) 0 z 0 m 0 m '1 0 o 0 m EXHIBIT "D" PUBLIC ROAD AND DRAINAGE EASENEEN'r LEGAL DESCRIPTION OPW JOB NO. 96013-602 ALL OF THOSE PORTIONS OF SECTIONS 14, 15, 22 AND 23, TOWNSHIP 11 SOUTH. tLazNGE 12 EAST, G&SRBM, PIMA COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 25, TOWNSHYP 11 SOUTH, RANGE 12 EAST (BEING A STEEL PLATE CAPPED PIPE STAMPED 26!25 35136 ), FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 25 (BEING A ½" REBAR TAGGED LS4080) BEAP, S N 00° 01' 40"'W AT A DISTANCE OF 2627.16 FEET ~24D THE SOUTHEAST CORNER OF SAID SECTION 25 (BEING AN ALUMINLrM CAPPED PIPE STAMPED LS16597) BEARS S 890 43' 06" E AT A DISTANCE OF 5263.67 FEET AND THE SOLrrHEAST CORNER OF SAID SECTION 35 (BEING A Pr N~dL WITH CROSS-OUTS. SINCE OBLITE TED) BEARS S 00° 07' 05" W AT A DISTANCE OF 5305.49 FEET, THENCE S 890 43' 06" E, ALONG THE SOUTH LINE OF SAID SECTION 25, A DIST.~NCE OF 380.43 FEET TO A POINT; THENCE N 00° 16' 54" E, A DISTANCE OF 75.00 TO POINrl' ON THE NORTH LINE OF THE EXISTING MOORE ROAD RIGHT-OF-WAY AS RECORDED IN BOOK 8 AT PAGE 61 OF ROAD MAPS, ALSO BEING A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 46° 35' 57" E; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 1675.00 FEET AND A CEN-i'RAL ANGLE OF 19o 22' 38", AN ARC LENGTH OF 566.48 FEET TO A POL-NT OF TANGENCY; THENCE N 62° 46' 41" E, A DISTANCE OF 1610.44 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 3125.00 FEET AND A CENTRAL ANGLE OF 90° 21' 5 I", AN ARC LENGTH OF 4928.60 FEET TO A POINT OF TANGENCY; THENCE N 270 35' 10" W, A DISTANCE OF 1191.34 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 2125.00 FEET AND A CENTRAL ANGLE OF 31° 24' 50", AN ARC LENGTH OF I 165.09 FEET TO A POINT OF TANGENCY; THENCE N 590 00' 00" W, A DISTANCE OF 539.70 FEET TO A POINT. SAID POINT ALSO DESCRIBED IN THE REDHAWK BOULEVARD RIGHT-OF-WAY DEDICAtiON AS RECORDED IN DOCKET 10293 AT PAGE 1013; THENCE CONTINUING N 590 00' 00" W, A DISTANCE OF 98.02 FEET TO A POINT OF CURVATURE; -..-. THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A P,-&DIUS OF 2425.00 FEET AND A CENTR.a~ ANGLE OF 270 35' 01", AN ARC LENGTH OF 1167.45 FEET TO A POINT OF TANGENCY; 1 4 Page 1 of 13 .THENCE N 86035' 01" W, A DISTANCE OF 2634.04 FEET TO THE POINT OF TER/vlEx-L'S OF DOVE MOUNTAIN BOULEVA~R.D AS RECORDED IN DOCKET 10765 AT PAGE 1049 THEREOF; THENCE N 86°35'01" W, A DISTANCE OF 159.04 FEET TO A POINT; THENCE N 78°35'35" W, A DISTANCE OF 109.79 FEET TO THE TRUE POINT OF BEGINNING OF P.MRCEL 1; THENCE S 1 I°24'25" W, A DISTANCE OF 35.00 FEET TO A POINT; ~ THL-NCE N 78°35'35" W, A DISTANCE OF 70.00 FEET TO A POINT; THENCE N 11024'25" E, A D ~ ISTANCE OF ?5.00 FEET TO A POINT HERELNAFTER REFERRED TO AS POINT "A"; TH2ENCE S 78°35'35" E, A DISTANCE OF 70.00 FEET TO THE POINT OF BEGL-~.'NING OF PA_RCEL 1; COMMENCING AT THE AFOREMENTIONED POINT "A", THENCE N 78035'35" W, A DISTANCE OF 178.15 FEET TO A POINT OF CURVATURE; ~CE WESTERLY, ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 2550.00 FEET AND A CENTRAL ANGLE OF 19°46'17", AN ARC LENGTH OF 879.94 FEET TO A POINT OF T.a2qGENCY; THENCE N 58°49'18'' W, A DISTANCE OF 219.42 FEET TO THE TRUE POINT OF BEGI/Vhq~NG OF P.kRCEL 2; THZNCE S 31 °10'42" W, A DISTANCE OF 15.00 FEET TO A POINT; THENCE N 58°49'18'' W, A DISTANCE OF 80.00 FEET TO A POINT; THENCE N 31010'42'' E, A DISTANCE OF 15.00 FEET TO A POINT HERELNAFTER REFERRED TO AS POINT "B"; THENCE S 58°49'18" E, A DISTANCE OF 80.00 FEET TO ~ TRUE POI~'T OF BEGL-N~'ING OF P3~RCEL 2; COMMENCING AT THE AFOREMENTIONED POINT"B", THENCE N 58°49'18" W, A DISTANCE OF 286.22 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 3; THENCE S 31°10'42" W, A DISTANCE OF 20.00 FEET TO A POINT; THZ'NCE N 58°49'18" W, A DISTANCE OF 105.00 FEET TO A POINT; THENCE N 3 l°10'42" E, A DISTANCE OF 20.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C"; THENCE S 58°49'18" E, A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 3; COM2MENCING AT THE AFOREIVlENTIONED POINT "C", THENCE N 58°49'18" W, A DISTANCE OF 278.04 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 4; Page 2 of 13 TI-IENCE S 31°10'42'' W, A DISTANCE OF 20.00 FEET TO A POINT; THENCE N 58~49'18'' W, A DISTANCE OF 600.00 FEET TO A POINT; THENCE N 31°10'42'' E, A DISTANCE OF 20.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "D"; THENCE S 58°49'18'' E, A DISTANCE OF 600.00 FEET TO THE TRUE POINT OF BEGIN~ING OF PARCEL 4; ~ C O.VLMENCING AT THE AFOREMENTIONED POINT "D", THENCE N 58 °49'I 8" W, A DISTANCE OF 101.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 5; THENCE S 3I°10'42'' W, A DISTANCE OF 20.00 FEET TO A POINT; THENCE N 58°49'18'' W, A DISTANCE OF 60.00 FEET TO A POINT; THENCE N 31°10'42" E, A DISTANCE OF 20.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "E"; THENCE S 58°49'18" E, A DISTANCE OF 60.00 FEET TO THE TRUE POINT OF B EGLNhlN'G OF PARCEL 5; COMMENCING AT THE AFOREMENTIONED POINT "E", THENCE N 58 °49'18" W, A DISTA2NCE OF I32.05 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 6; THENCE S 31°10'42" W, A DISTANCE OF 10.00 FEET TO A POINT; THENCE N 58°49'18" W, A DISTANCE OF 15.00 FEET TO A POINT; THENCE N 31 o 10'42" E, A DISTANCE OF 10.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "F"; THENCE S 58°4 ' " 9 18 E, A DISTANCE OF 15.00 FEET TO THE TRUE POI3'T OF BEGIh.'NING OF PARCEL 6; COMMENCING AT THE AFOREMENTIONED POINT"F", THENCE N 58°49'18" W, A DISTANCE OF 57.42 FEET TO THE TRUE POINT OF BEGINhTNG OF PARCEL 7; THENCE S 31010'42" W, A DISTANCE OF 15.00 FEET TO A POINT; TI-1E2qCE N 58°49'18'' W, A DISTANCE OF 45.00 FEET TO A POINT; THENCE N 31 °10'42" E, A DISTANCE OF 15.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "G"; THENCE S 58°49'18" E, A DISTANCE OF 45.00 FEET TO THE TRUE POINT OF BEGEYh~NG OF PARCEL 7; COMMENCING AT THE AFOREMENTIONED POINT "G", THENCE N 58°49'18" W, A DISTANCE OF 55.00 FEET TO THE TRUE POl~fr OF BEGINNING OF PARCEL 8; THENCE S 31 ° 10'42" W,'A DISTANCE OF 25.00 FEET TO A POINT; 1 Page 3 of 13 · TI-~-NCE N 5g°49'18" W, A DISTANCE OF 270.00 FEET TO A POINT; THZNCE N 31°10'42" E, A DISTANCE OF 25.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT ....II', THENCE S 58=49'18" E, A DISTANCE OF 270.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 8; COM2MENCING AT THE AFOREMENTIONED POINT"H", THENCE N 58°49'18" W, A DISTANCE OF 156.14 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 9; TI-[ENCE S 3i°I0'42" W, A DISTANCE OF 25.00 FEET TO A POINT; TI-[ENCE N 58'49'18'' W, A DISTANCE OF 85.00 FEET TO A POINT; THENCE N 31 ° 10'42" E, A DISTANCE OF 25.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINq' "F'; THENCE S 58°49'18" E, A DISTANCE OF 85.00 FEET TO THE TRUE POINT OF BEGI~NING OF P)flt. CEL 9; COIvlMENCING AT THE AFOREMENTIONED POINT 'T', TH2ENCE N 58°49'18" W, A DISTANCE OF 118.11 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 10; T!-I2ENCE S 31°10'42" W, A DISTANCE OF 20.00 FEET TO A POINT; THENCE N 58°49'18'' W, A DISTANCE OF 35.00 FEET TO A POINT; TH2ENCE N 31 * 10'42" E, A DISTANCE OF 20.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "J"; ~CE S 58°49'18" E, A DISTANCE OF 35.00 FEET TO TH~ TRUE POI3,~r OF BEGLNSVING OF P)2RCEL 10; COMS,~NCING AT THE AFOREMENTIONED POINT "J", THENCE N 58°49'18" W, A DISTANCE OF 36.76 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 2450.00 FEET A_ND A CENTRAL ANGLE OF 01 °25'24", AN ARC LENGTH OF 84.38 FEET TO THE TRLrE POIh~r OF BEGINNING OF PARCEL 11; THENCE S 29° 12' 18" W, A DISTANCE OF 25.00 FEET TO A POINT; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 2425.00 FEET _a2q-D A CENTRAL ANGLE OF 01°17'58'', AN ARC LENGTH OF 55.00 FEET TO A POLN~; THENCE N 29°12'18" E, A DISTANCE OF 25.00 FEET TO A POINT H2EREINAFTER REFERRED TO AS POINT "K"; THENCE SO~STERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 2450.00 FEET AND A CENTRAL ANGLE OF 01 °I 7'58", AN ARC LENGTH OF 55.57 FEET TO THE TRUE POlh~r OF BEGINNING OF P.a~q. CEL 11; 2 4 S Page 4 of 13 , C O-~IENCEX; G AT THE AFOREMENTIONED PO1NT"K", THENCE NORTHWESTERLY ALONG A CL-RVE TO THE LEFT, WHICH HAS A RADIUS OF 2450.00 FEET AND A CENTtLAL ANGLE OF 05°00'00", .iN ARC LENGTH OF 213.80 FEET TO A POEN'r ON A CURVE FROM VCHICH THE 1LtDIUS BEARS N 38° 06' 08" W; TH~-NCE NORTHWESTERLY ALONG A NON-TANGENT CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 206o37'00", AN.iRC LENGTH OF 360.61 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 77°49'55"E; T THENCE NORTHERLY ALONG A CURVE TO TIIE RIGHT, WHICH HAS A RADIUS OF 481.00 FEET AND A CENTRAL ANGLE OF 17°41'44'', AN ARC LENGTH OF 148.55 FEET TO A POINT OF T.~NGENCY; THENCE N 29°5I'49'' E, A DISTANCE OF 367.44 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 530.00 FEET AND A CENTRAL ANGLE OF 09°56'11 ", AN ARC LENGTH OF 91.91 FEET TO A POINT OF RE'~RSE CURVATURE; THENCE NORTHERLY ALONG A CURVE TO THE LEFT. WHICH HAS A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 09°56'11", AN ARC Lt~NGTH OF 81.51 FEET TO A POINT; THENCE N 29°51'49'' E, A DISTANCE OF 39.40 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG A CURVE TO THE LEFT. WHICH HAS A RADIUS OF 570.00 FEET AND A CENTRAL ANGLE OF 19°39'55'', AN ARC LliNGTH OF 195.64 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG A CURVE TO ~ RIGHT, WHICH HAS A RADIUS OF 630.00 FEET AND A CENTRAL ANGLE OF 30°0Y12'', AN ARC LENGTH OF 330.45 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 482.00 FEET AND A CENTRAL ANGLE OF 13°4Y01", AN ARC LENGTH OF 115.39 FEET TO A POINT; THENCE N 26°32'04'' E, A DISTANCE OF 134.53 FEET TO THE TRUE POI~r OF BEGINgqlNG OF P.~d~CEL 12; THENCE N 63°27'56'' W, A DISTANCE OF 5.00 FEET TO A POINT; THENCE N 26°32'04" E, A DISTANCE OF 30.00 FEET TO A POINT; THENCE S 63 °27'56" E, A DISTANCE OF 5.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "L"; THENCE S 26032'04'' W, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 12; COIVfiMENCING AT THE AFOREMENTIONED POINT "L", THENCE N 26°32'04'' E, A DISTANCE OF 20.84 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 82.00 FEET, A CENTP~tL ANGLE OF 75°01'35'', AN ARC LENGTH OF 107.38 FEET TO A POINT OF ! 2 4 -5-- Page 5 of 13 , TA-NGENCY; THENCE N 48°29'31" W, A DISTANCE OF 33.17 FEET TO THE TRUE POIN'T OF BEGINS~ING OF PARCEL 13; THENCE S 41o30'29'' W, A DISTANCE OF 15.00 FEET TO A POINT; THENCE N 48°29'31" W, A DISTANCE OF 40.00 FEET TO A POINT; THENCE N 41°30'29" E, A DISTANCE OF 15.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "M:; THENCE S 48029'31" E, A DISTANCE OF 4q.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 13; COMMENCING AT THE AFOREMENTIONED POINT"M", TItENCE N 48°29'31" W, A DISTANCE OF 1.64 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 320.00 FEET AND A CENTRAL ANGLE OF 37°15'49'', AN ARC LENGTH OF 208.12 FEET TO A POINT; THENCE N 85°45'20" W, A DIST.~NCE OF 31.43 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 14; THENCE S 04°I4'40" W, A DISTANCE OF 22.00 FEET TO A POINT; THENCE N 85°45'20'' W, A DISTANCE OF 60.00 FEET TO A POINT; THENCE N 04°14'40'' E, A DISTANCE OF 22.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "N"; THENCE S 85°45'20'' E, A DISTANCE OF 60.00 FEET TO THE TRUE POIN'T OF BEGINNING OF PARCEL 14; COMMENCING AT TH2E AFOREMENTIONED POINT "N", THENCE N 85 °45'20" W, A DIS TANCE OF 605.57 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 530.00 FEET AND A CENTRAL ANGLE OF 11 °06'44", AN ARC LENGTH OF 102.79 FEET TO THE TRUE POINq' OF BEGINNING OF PARCEL 15; 71' 4" THENCE S 15° _ 2 W, A DISTANCE OF 25.00 FEET TO A POINT; THENCE WESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 555.00 FEET AND A CENTRAL ANGLE OF 02°36'34% AN ARC LENGTH OF 25.28 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS N 08055'49'' E; THENCE WESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 239.54 FEET AND A CENTRAL ANGLE OF 12°08'47'!, AN ARC LENGTH OF 50.78 FEET TO A POINT OF TANGENCY; THENCE N 68° 55' 27" W, A DISTANCE OF 135.25 FEET TO A POINT OF CURVATURE; Page 6 of 13 22-1ENCE WESTERLY ALONG A CURVE TO THE LEFT, "~5-IICH HAS A RADIUS OF 450.65 FEET · AX'D A CENTIL~kL ANGLE OF 02°22'28'', AN ARC LENGTH OF 18.68 FEET TO A POINT; THENCE N 18° 42' 08" E, A DISTANCE OF 25.00 FEET TO A POINT ON A CURVE FROM WHICH TI-rE RADIUS BEARS S 18o42'08'' W, HEREINAFTER REFERRED TO AS POINT "O"; THENCE EASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A tL&DIUS OF 475.65 FEET ANT) A CENTRAL ANGLE OF 02°22'28'', AN ARC LENGTH OF 19.71 FEET TO A POINT OF T.~NGENCY; - THENCE S 68° 55' 24" E, A DISTANCE OF 135.25 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 214.54 FEET ANT) A CENTRAL ANGLE OF 12' ' " ' ~ 39 56, AN ARC LENGTH OF 47.4, FEET TO A POEx'T FROM Vv2dlCH THE RADIUS BEARS N 18o10'59'. E; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A R.~DIUS OF 530.00 FEET ANT) A CENTRAL ANGLE OF 02°49'36'', AN ARC LENGTH OF 26.15 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 15; COMMENCING AT THE AFOREMENTiONED POINT "O", THENCE WESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 475.65 FEET AND A CENTRAL ANGLE OF 15°12'55", AN ARC LENGTH OF 126.31 FEET TO A POINT; THENCE N 03°29'13'' E, A DISTANCE OF 68.39 FEET TO A POINT; THENCE N 77°50'58" E, A DISTANCE OF 120.00 FEET TO A POINT ON A CURVE FROM V,?HICH THE RADIUS BEARS N 77°50'5g" E; TI-'rENCE SOUTHEASTERLY ALONG A NON-TANGENT CURVE TO THE LEFT, W'HICH HAS A RADIUS OF 80.00 FEET AND A CENTRAL ANGLE OF 56°46'21'', AN ARC LENGTH OF 79.27 FEET TO A POINT; THENCE S 68°55'24" E, A DISTANCE OF 115.23 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A R.~DIUS OF 185.00 FEET AND A CENTRAL ANGLE OF 09°30'19", AN ARC LENGTH OF 30.69 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A IL~DIUS OF 231.00 FEET ANT) A CENTRAL ANGLE OF 16°01'21", AN ARC LENGTH OF 64.60 FEET TO A PO/NT OF REVERSE CURVATURE; THENCE EASTERLY AJ_,ONG A CURVE TO THE LEFT, WHICH HAS A IL,~.DIUS OF 185.00 FEET ANrD A CENTRAL ANGLE OF 22°30'17'', AN ARC LENGTH OF 72.66 FEET TO A POINT; THENCE EASTERLY ALONG A CURVE TO THE LEFT, ~IICH HAS A IL4DIUS OF 470.00 FEET ANrD A CENTRAL ANGLE OF 00°50'42", AN ARC LENGTH OF 6.93 FEET TO A POINq'; THENCE S 85045'20'' E, A DISTANCE OF 8.43 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 0g°52'34'', AN ARC LENGTH OF 72.81 FEET TO A POl3,rr OF Page 7 of 13 · REVERSE CURVATURE; THENCE EASTERLYALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 532.00 FEET ANT) A CENTRAL ANGLE OF 17°45'09", AN ARC LENGTH OF 164.83 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG A REVERSE CURVE TO THE LEFT, WHICH HAS A R.~dDIUS OF 470.00 FEET )2xrD A CENTRAL ANGLE OF 08052'34'', AN ARC LENGTH OF 72.81 FEET TO A POINT OF TANGENCY; - 22-tENCE S 85°45'20" E, A DISTANCE OF 198.91 FEET TO THE TRUE POEh'T OF BEGIh~ING OF PARCEL 16; THENCE N 04o14'40'. E, A DISTANCE OF I0.00 FEET TO A POINT; THENCE S 85°45'20" E, A DISTANCE OF 170.00 FEET TO A POINT; THENCE S 04o14'40'' W, A DISTANCE OF I0.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "P"; THENCE N 85o45'20'' W, A DISTANCE OF 170.00 FEET TO THE TRUE POE'qT OF BEGIh~ING OF PARCEL 16; CO.¥[MENCING AT THE AFOREMENTIONED POINT "P", THENCE S 8>'° 4~"~_0 "E, A DISTANCE OF 93.41 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG A CURVE TO ~ RIGHT, WHICH HAS A P,_4DIUS OF 380.00 FEET ANT) A CENTRAL ANGLE OF 29°59'30'', AN ARC LENGTH OF 198.91 FEET TO A POINT OF REXrERSE CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 335.00 FEET ANrD A CE~ ANGLE OF 07°31'37", AN ARC LENGTH OF 44.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A 1Lt~DIUS OF 381.00 FEET A_ND A CENTRAL ANGLE OF 14°36'18'', AN ARC LENGTH OF 97.12 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 20.00 FEET AND A CENTRAL ANGLE OF 103°19'12'', AN ARC LENGTH OF 36.07 FEET TO A POINrr ON A CURVE FROM WHICH THE RADIUS BEARS S 60 00,0 E; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 530.00 FEET AND A CENTRAL ANGLE OF 06° 36' 27", AN ARC LENGTH OF 61.12 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 482.00 FEET AND A CENTRAL ANGLE OF 07°49'48 ", AN ARC LENGTH OF 65.87 FEET TO A POINT OF RE\tERSE CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A IL-SDIUS OF 1280.00 FEET AND A CEN'IXAL ANGLE OF 35°21'18", AN ARC LENGTH OF 789.84 FEET TO A POINrr OF TANGENCY;, Page 8 of 13 THENCE N ~°'~" ...... · . u_ u~oo z:, A DISTANCE OF 263.73 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT, WHICH I-LAS A RADIUS OF 370.00 FoEFET AND A CENTRAL ANGLE OF 48°39'40% .'UN ARC LENGTH OF 314.24 FEET TO A POINT REVERSE CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WIHCH HAS A RADIUS OF 430.00 FEET AND A CENTRAL ANGLE OF 42°36'5Y', AN ARC LENGTH OF 319.82 FEET TO A OEX T OF T.~_N GENCY; THENCE N 56°0450'' E, A DISTANCE OF 122.47 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 430.00 FEET ANrD A CENTRAL ANGLE OF ° ' " POIN'T OF CONCENTRIC CURVATURE; 24 46 04 , AN ARC LENGTH OF 185.88 FEET TO A THENCE EASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 230.00 FEET AND A CENTRAL ANGLE OF 36047'23'', AN ARC LENGTH OF 147.68 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 205.00 FEET AND A CENTRAL ANGLE OF 30°14'23", AN ARC LENGTH OF 108.20 FEET TO A POiNT; THENCE S 01°19'12'' E, A DISTANCE OF 60.01 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS N 02°18'41" W; THENCE WESTERLy ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 265.00 FEET, A CENTRAL ANGLE OF 12°59'24", AN ARC LENGTH OF 60.08 FEET TO THE TRUE POE~'T OF BEGINNING OF PARCEL 17; THENCE S 10° 40' 43" W, A DISTANCE OF 32.00 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS N 10040'43'' E; THENCE WESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 297.00 FEET AND A CENTRAL ANGLE OF 160 57' 34", AN ARC LENGTH OF 87.91 FEET TO A POINT OF REVERSE CURVATURE; THENCE WESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 138.00 FEET AND A CENTRAL ANGLE OF 19° 33' 01", AN ARC LENGTH OF 47.09' TO A POINT; THENCE N 08° 05' 16" E, A DISTANCE OF 32.00 FEET TO A POINT ON A CURVE FROM V~q-~CH THE RADIUS BEARS S 08° 05'16" W, HEREINAFTER REFERRED TO AS POINT "Q"' TI-iETNCE EASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 170.00 FEET AND A CENTRAL ANGLE OF 19° 33' 01", AN ARC LENGTH OF 58.01 FEET TO A POINT OF REVERSE CURVATURE; THENCE EASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 265.00 FEET AND A CENTRAL ANGLE OF 160 57' 34", AN ARC LENGTH OF 78.44 FEET TO THE TRUE POLNT OF' BEGINNING OF' PARCEL 17; COMMENCING AT THE AFOREMENTIONED POINT "Q", THENCE WESTERLY ALONG A CURVE TO THE LEFT, ,WHICH HAS A RADIUS OF 170.00 FEET AND A CENTRAL ANGLE OF ! 0 8 2 4 7 0 Page 9 of 13 J7° 14 22 , A_X .iRC LENGTH OF 51.15 FEET TO A POINT OF COMPOU~D CURVATURE; THENCE SObTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 370.00 FEET A~NT) A CENTRAL ANGLE OF 24°46'04", AN ARC LENGTH OF 159.94 FEET TO A POL'NT OF TANGENCY; THENCE S 56°04'50" W, A DISTANCE OF 16.54 FEET TO THE TRUE POINT OF BEGINhTNG OF PARCEL 18; THENCE S 33o 55' 10" E, A DISTANCE OF 5.00 FEET TO A POINT; THENCE S 56o 04' 50" W, A DISTANCE OF 40.00 FEET TO A POINT; THENCE N 33° 55' 10" W, A DISTANCE OF 5.00 FEET TO A POINT I-IEREtNAFTER REFERRED TO AS POLkrr "R"; THENCE N 56o 04' 50" E, A DISTANCE OF 40.00 FEET TO THE TRUE POIN'r OF BEGINNING OF PARCEL 18; COMMENCING AT THE AFOREMENTIONED POINT"R", THENCE S 56° 04' 50" W, A DI STANCE OF 65.94 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 370.00 FEET AND A CENTRAL ANGLE OF 23°28'07", AN ARC LENGTH OF 151.55 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 19; - oT,, 17" THENCE S ~7 _o E, A DISTANCE OF 5.00 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 57O23' 17" E; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, WI-I/CH HAS A RADIUS OF 365.00 FEET 724D A CENTRAL ANGLE OF 07° 59' 58", AN ARC LENGTH OF 50.96 FEET TO A POLk*T; THENCE N 65o 23' 16" W, A DISTANCE OF 5.00 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BE.iRS S 65o23' 16" E, HEREINAFTER REFERRED TO AS POINT "S"; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 370.00 FEET.~.ND A CENTRAL ANGLE OF 07° 59' 58", AN ARC LENGTH OF 51.66 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 19; COMMENCING AT THE AFOREMENTIONED POINT "S", THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 370.00 FEET AND A CENTRAL ANGLE OF 1 l°08'48% AN ARC LENGTH OF 71.98 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 430.00 FEET AND A CENTRAL ANGLE OF 25 °57'11", AN ARC LENGTH OF 194.78 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 20; THENCE S 50034' 53" E, A DISTANCE OF 5.00 FEET TO A POINT ON A CURVE FROM WI{ICH THE R.~DIUS BEARS N 50034' 53" W; ! 0 ? 1 Page I0 of 13 · THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A R.~d3IUS OF 435.00 FEET .&N-D A CENTRAL ANGLE OF 090 52' 43", AN' ARC LENGTH OF 75.00 FEET TO A POINT; THENCE N 40042' 10" W, A DISTANCE OF 5.00 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS N 40o42' 10" W, HEREINAFTER REFERRED TO AS POINT "T'; THENCE NORTI-tZASTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 430.00 FEET AND A CENrrRAL ANGLE OF 09052' 43", AN ARC LENGTH OF 74.14 FEET TO ~ TRUE POINT OF BEGINNING OF PARCEL 20; COMMENCING AT THE ABOVE MENTIONED POINT"T", THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 430.00 FEET AND A CENTRAL ANGLE OF 12°49'46'', .&N ARC LENGTH OF 96.28 FEET TO A POINT OF TANGENCY; THENCE S 6_ 0706 W, A DISTANCE OF 263.73 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 1220.00 FEET AND A CENTRAL ANGLE OF 33°16'56'', AN ARC LENGTH OF 708.68 FEET TO A POINT OF COMPOUND CURVATURE; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 482.00 FEET AND A CENTRAL ANGLE OF I1°37'34'', AN ARC LENGTH OF 97.80 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY ALONG A CURVE TO THE RIGHT. WHICH HAS A RADIUS OF 534.00 FEET AND A CENTRAL ANGLE OF 09°18'57'', AN ARC LE~qGTH OF 86.82 FEET TO A POINT; THENCE S 26032'04'' W, A DISTANCE OF 30.34 FEET TO THE TRUE POINT OF BEGLNhlNG OF PARCEL 21; (PARCEL 21 IS A TEMPORARY ROADWAY EASEMENT) THENCE S 63~7'56" E, A DISTANCE OF 10.00 FEET TO A POINT; THENCE S 2603?04" W, A DISTANCE OF 90.00 FEET TO A POINT; THENCE N 6o _7 ~6 W, A DISTANCE OF 10.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT .....U', THENCE N 26°32'04'' E, A DISTANCE OF 90.00 FEET TO THE TRUE POIh"r OF BEGINNI'NG OF PARCEL 21; COMMENCING AT THE AFOREMENTIONED POINT "U", THENCE S 26°32'04'' W, A DISTANCE OF 170.74 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 644.00 FEET AND A CENTRAL ANGLE OF 19°53'50'', AN ARC LENGTH OF 223.64 FEET TO A POINT OF REVERSE CURVATURE; TI-I~NCE SOUTHERLY ALONG A CURVE TO.THE LEFT, WHICH HAS A RADIUS OF 282.00 FEET AND A CENTRAL ANGLE OF 21°57'47'', AN ARC LENGTH OF 108.10 FEET TO A POINT OF TANGENCY; THENCE S 24°28'07'' W,,A DISTANCE OF 9.34 FEET TO A POINT OF CURVATURE; 4 7 Page 11 of 13 .THENCE SOUTHERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 567.88 FEET ANT) A CENTtL~U., ANGLE OF 15°56'58% AN ARC LENGTH OF 158.08 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHERLY ALONG A CURVE TO THE RIGHT, WHICH H. iS A RADIUS OF 620.81 FEET AND A CENTRAL .iNGLE OF 19°42'30'', AN ARC LENGTH OF 213.54 FEET TO A POINT OF TANGENCY; THENCE S 28013'39" W, A DISTANCE OF 213.30 FEET TO A POINT; - THENCE S 29051' 49" W, A DISTANCE OF 150.35 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 22; (PARCEL 22 IS A TEMPORARY ROADWAY EASEMENT) THENCE S 600 08' 11" E, A DISTANCE OF 15.00 FEET TO.A POINT; THENCE S 29o 51' 49" W, A DISTANCE OF 85.00 FEET TO A POINT; THENCE N 60o 08' 11" W, A DISTANCE OF 15.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "V"; THENCE N 29o 51' 49" E, A DISTANCE OF 85.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 22; COIvlMENCING AT THE AFOREMENTIONED POINT "V", THENCE S 29051 '49" W. A DISTANCE OF 354.47 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG A CURVE TO THE LEFT, WHICH HAS A RADIUS OF 607.00 FEET AND A CENTRAL ANGLE OF 11°39'37", AN ARC LENGTH OF 123.53 FEET TO A POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 39028'45" W; THENCE SOLrlI-1EASTERLY ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 100.00 FEET AND A CENTRAL ANGLE OF 420 24' 32", AN ARC LENGTH OF 74.02 FEET TO A. POINT ON A CURVE FROM WHICH THE RADIUS BEARS S 22051'56'' W; THENCE SOUTHEASTERLy ALONG A CURVE TO THE RIGHT, WHICH HAS A RADIUS OF 2550.00 FEET AND A CENTRAL ANGLE OF 08° 18' 45", AN ARC LENGTH OF 369.96 FEET TO A POINT OF TANGENCY; TI-fENCE S 58°49'18" E, A DISTANCE OF 161.83 FEET TO TH~ TRUE POINT OF BEGINNING OF PARCEL 23; THENCE N 310 10' 42" E, A DISTANCE OF 35.00 FEET TO A POINT; THENCE S 58°49'18'' E, A DISTANCE OF 520.00 FEET TO A POINT; THENCE S 31°I0'42'' W, A DISTANCE OF 35.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "W"; THENCE N 58° 49' 18" W, A DISTANCE OF 520.00 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 23; COMMENCING AT THE AFOREMENTIONED POINT "W", THENCE S 580495 8" E, A DISTANCE OF 130.34 FEET TO THE TRUE POINT OF BEGINNING OF PARCEL 24; ? Page 12 of 13 'THENCE N 31 °10'42" E, A DISTANCE OF 10.00 FEET TO A POINT; THENCE S 58°49'18" E, A DISTANCE OF 40.00 FEET TO A POINT; THENCE S 31 °10'42" W, A DISTANCE OF 10.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "X'; THENCE N 58°49'18" W, A DISTANCE OF 40.00 FEET TO THE TRUE POINT OF B-EG1Z~IING OF PARCEL 14; COMMENCING AT THE AFOREIViENTIONED POINT ")C', THENCE S 58°49'18" E, A DISTANCE OF 82.14 FEET TO THE TRUE POll~'r OF BEGINNING OF PARCEL 25; THENCE N 31o10'42" E, A DISTANCE OF 10.00 FEET TO A POINT; THENCE S 58°49'18" E, A DISTANCE OF 40.00 FEET TO A POINT; THENCE S 31°10'42" W, A DISTANCE OF 10.00 FEET TO A POINT; THENCE N 58°49'18" W, A DISTANCE OF 40.00 FEET TO THE TRUE POE~T OF BEGLNNING OF PARCEL :15. CM:cm March 26, 2003 C:~Doc51 \96013\600~LEGALSh-oadesmts.wpd i Page 13 of 13 EXHIBIT "D" ~OINT Q PARCEL 18 --,, POINT R -- POINT PARCEL 15' SAGUARO FOREST LOOP ~OINT POINT N POINT ~CEL 21 PARCEL 13POiNT >OINT U PARCEL PARCEL 17 ~ARCEL 19 )OINT S kRCEL 20 NTT NORTH SCALE: 1" =500' ~ARCEL 22 POINT V OPW JOB NO. 96013-60; YRIC, HT OPW x. ASSOC. INC. 21 L.L.C. _ ~ .~:~?? la.~.~ DRAINAL~,-. ,-- ...........