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Deed 2007/RDA to CITY, 12 SRR parcelsGRANT DEED DOC #2007-0076268, RECORDED 02/01/2007, FROM RDA TO CITY TRANSFERRING SILVERROCK PARCELS 1,2,3,4,5,11,17,19,20,22,23 AND B WAS CORRECTED BY THE FOLLOWING TWO DEEDS: 1. GRANT DEED DOC #2008-0037787, RECORDED 01/24/2008, FROM CITY TO RDA TRANSFERRING SILVERROCK PARCELS 1,2,3,4,5,7,11,17,19,20,22,23,AND B 2. GRANT DEED DOC #2008-0041848, RECORDED 01/28/2008, FROM RDA TO CITY TRANSFERRING SILVERROCK PARCELS 1,2,7,17 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City of La Quinta 78-495 Calle Tampico La Quinta, California 92253 Attention : City- Clerk DDC # 2007-0076268 02/01/2007 08:00A Fee:NC Page 1 of 57 Recorded in Official Records County of Riverside Lar,ry W.. -Ward Assessor, Courit.y.JClerk,B.Recorder SPACE ABOVE'1'HiS LINK NUR KEC;UKDEWS USE (EXEMPT FROM RECORDERS FEE PURSUANT TO GOVERNMENT CODE SECTIONS_27383 AND 6103) :! TAWN80DID1' FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate and politic (the "Grantor"), hereby grants to the CITY OF LA QUINTA, a California' municipal corporation and charter city ("Grantee"), that certain real property located in, the City of La Quinta, County of Riverside, State of California, described in the legal description attached hereto as Attachment No. 1 and incorporated herein by this reference, with all improvements thereon (collectively, the "Property") subject to all matters of record, and.f irther subject to the following: A. Conveyance in Accordance With Redevelopment Plan. The Property, is conveyed in accordance . with and subject to the Redevelopment Plan for Project .Area No. 1 ("Redevelopment Plan'), a copy of which is on file with the City Clerk of the City of La. Quinta, California. All uses on the Property shall conform to the uses permitted by the Redevelopment Plan. The foregoing shall remain in effect untili the expiration of the Redevelopment Plan. B. Nondiscrimination. Grantee, on behalf of itself and its successors and assigns to all or any portion of the Property, covenants and agrees as follows: 1. There. shall be no discrimination against, or segregation of, any persons, or . group of persons, on account of race, color, creed, religion, sex, marital status, ancestry, or national origin in the sale, lease, or rental or in the use, occupancy,, or enjoyment of.the Property, nor shall the grantee itself, or any person claiming under or through it, establish or .permit any such practice or practices of discrimination or segregation with reference to the selection, location, number, use,. or occupancy of tenants, lessees, subtenants, sublessees, or vendees of the Property or any portion thereof. The foregoing covenants . shall run with the land and shall remain in effect in perpetuity. 2. The grantee shall refrain from restricting the rental, sale, or lease of any portion of the Property, or contracts relating to the Property, on the basis of race, color, creed; religion, sex, marital status, age, Iancestry, or national origin of. any person. All such - deeds, leases or contracts shall contain or be subject to substantially the following nondiscrimination or nonsegregation clauses: 882/015610-0084 745512.01 a09/13/06 -1- a. In deeds: "The grantee herein. covenants by and for itself, its heirs, executors, administrators, and. assigns, and all persons claiming under or through them, that there shall be no discrimination against or segregation of any person or group of persons on account of, race, color, creed, religion,. sex, marital status, age,, ancestry, or, national origin in the sale, lease, sublease, transfer, use, occupancy, .tenure, or enjoyment of.the land herein conveyed, nor shall . the grantee itself, or any persons claiming, under or through it, establish or permit any such practice or practices of discrimination or segregation with reference to '.the selection, location, number, use,. or occupancy of tenants, lessees, subtenants, sublessees, or vendees in the land herein conveyed. The foregoing covenants shall run with the. land." b. In leases: ."The lessee herein covenants by and for itself, its heirs, executors, administrators, and assigns, and all persons claiming under or through it, and this lease is made and accepted upon and subject to the following conditions: `That there shall be no discrimination against or segregation of any person or group of persons on account of race, color, creed, religion, sex, marital status, age, ancestry; or national origin in' the leasing, subleasing, transferring, use, occupancy, tenure, or enjoyment of the land herein leased, nor shall the lessee itself, or any person claiming .under or through it, establish or permit .any such. practice .or practices of discrimination or segregation with reference to the selection, location, number, use, or occupancy of tenants, lessees, sublessees, subtenants;or.vendees in the land herein leased."' c. In contracts pertaining to the realty: "There shall be no discrimination against or segregation of any persons or group of persons on account of race, color, creed, religion, sex, .marital status, age, ancestry, or .national origin in the sale, lease, transfer, use, occupancy, tenure, or enjoyment of land, nor shall the transferee itself, or any person claiming under or through it, - establish or, permit, any such: practice or practices of discrimination or segregation with reference to the selection; location; number; use, or occupancy of tenants, lessees, subtenants, sublessees, or vendees of land." The foregoing nondiscrimination covenants shall remain in effect in perpetuity. [end—signature page follows] I IIIIII II + X407-p0?8�68 VIII VIII IIII IIIIII VIII VIII III VIII II 02 01 /2067 02 : 00R IIIIII 2 of 57 882/015610-0084 745512.01 a09/13/06 -2- "Grantor" LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate andpoli 'c Date: By:� Gu�Y�r�yc_ Executive Director ,3, ATTEST:; Y c- t APPRO .... TOf r RUjE rfF, 5 Agen C ; sel - «Grantee" CITY OF LA QUINTA, a California municipal corporation and charter city By� City Manager r APPR(��' T' City o ey 200747-6268 2 IIIIII 1111111 VIII IIII IIIIII VIII VIII III VIII IIII IIII 0210 3 a£ 057 800R 882/015610-0084 745512.01 a09/13/06 -3- STATE :OF CALIFORNIA ) COUNTY OF RIVERSIDE ) ss. CITY OF LA QUINTA ) On January 16, 2007 before me, Regenia Hensley, Notary Public, personally appeared THOMAS P. GENOVESE, personally known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person .acted, executed the instrument. WITNESS my hand and official seal. (Seal) �Zn�"n&/ REC�ENIA HENSLEY e�' Notary Public Commission # 1521423 Expiration: October 23, 2008 REGENIA HEN$L" Commisslon 15L1423 Nota ;Pu Cditorhicl ` 0-1 Rrversly,c Expk�S.©Gt INNIII�INI�IIIINhllll@III�IIIIIINIII�IflI n2wm��w• EXHIBIT "A" LOT 1 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 6, THE NORTHEAST QUARTER OF SECTION 7, THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5 AND THE NORTH WEST QUARTER OF THE NORTH WEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 5, THENCE NORTH 0005'35" EAST ALONG THE WESTERLY LINE OF SAID SECTION 5, A DISTANCE OF 1122.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89055'34" EAST 214.65 FEET; THENCE SOUTH 46056'31" EAST 183.45 FEET; THENCE SOUTH 78°28'38" EAST 164.75 FEET TO THE BEGINNING OF A NON -TANGENT 484.50 FEET RADIUS CURVE CONCAVE EASTERLY HAVING A RADIAL TO WHICH BEARS SOUTH 78040'20" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 48041'07" A DISTANCE OF 411.69 FEET TO A POINT OF REVERSE CURVATURE WITH A 419.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13040'29" A DISTANCE OF 100.12 FEET; THENCE SOUTH 46'52'17" EAST 259.37 FEET; THENCE SOUTH 35040'137' EAST 45.17 FEET; SOUTH 37000'02" EAST 420.32 FEET TO THE BEGINNING OF A 830.50 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 26013'42" A DISTANCE OF 380.18 FEET; THENCE SOUTH 63°13'44" EAST 276.58 FEET; THENCE SOUTH 26046'16" WEST 10.00 FEET; THENCE SOUTH 63°13'44" EAST 127.85 FEET TO THE BEGINNING OF A 835.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3040'30" A DISTANCE OF 53.56 FEET TO A POINT OF COMPOUND CURVATURE WITH A 42.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44013'48" A DISTANCE OF 32.81 FEET TO A POINT OF REVERSE CURVATURE WITH A 62.50 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 79002'42" A DISTANCE OF 86.22 FEET TO A POINT OF REVERSE CURVATURE WITH A 42.50 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46036'44" A DISTANCE OF 34.58 FEET TO A POINT OF COMPOUND CURVATURE WITH A 832.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5021'01" A DISTANCE OF 77.69 FEET; THENCE SOUTH 42024'23" EAST 132.50 FEET TO THE BEGINNING OF A 273.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG r-007-0676268 /0 , lil THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 23035'12" A DISTANCE OF 112.38 FEET; THENCE SOUTH 22'56'12" EAST 128.47 FEET; THENCE SOUTH 61000'18" EAST 627.90 FEET; THENCE SOUTH 0'07'12" EAST 72.66 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE ALONG SAID RIGHT OF SOUTH THE FOLLOWING COURSES: NORTH 89°52'35" WEST 121.73 FEET; THENCE SOUTH 0'00'13" EAST 1318.99 FEET; THENCE SOUTH 89°56'20" WEST 20.00 FEET; THENCE SOUTH 0000'13" EAST 420.29 FEET TO THE BEGINNING OF A 796.20 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28030'00" A DISTANCE OF 396.04 FEET; THENCE DEPARTING SAID RIGHT OF WAY SOUTH 28026'57" EAST 74.10 FEET TO THE BEGINNING OF A 636.20 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 11007'51" A DISTANCE OF 123.59 FEET; THENCE NORTH 61°18'32" WEST 59.48 FEET; THENCE NORTH 74000'12" WEST 188.00 FEET; THENCE NORTH 35'10'12" WEST 68.00 FEET; THENCE NORTH 40'35'12" WEST 111.50 FEET; THENCE NORTH 40050'12" WEST 115.50 FEET; THENCE NORTH 75'35'12" WEST 93.50 FEET; THENCE NORTH 36'40'12" WEST 162.00 FEET; THENCE NORTH 19034'16" EAST 61.50 FEET; THENCE NORTH 36°00'03" WEST 172.49 FEET; THENCE NORTH 45015'12" WEST 214.00 FEET; THENCE NORTH 43'10'12" WEST 173.00 FEET; THENCE NORTH 45'25'12" WEST 146.00 FEET; THENCE NORTH 13055'12" WEST 198.50 FEET; THENCE SOUTH 81°59'48" WEST 182.00 FEET; THENCE NORTH 58°15'12" WEST 187.50 FEET; THENCE NORTH 46000'12" WEST 180.50 FEET; THENCE NORTH 31'50'12" WEST 108.00 FEET; THENCE NORTH 5055'12" WEST 209.00 FEET; THENCE NORTH 10019'48" EAST 180.50 FEET; THENCE NORTH 4°39'48" EAST 111.00 FEET; THENCE NORTH;, 2040'12" WEST 88.50 FEET: THENCE NORTH 14'00'12" WEST 202.00 FEET; THENCE NORTH 64040'12" WEST 186.00 FEET; THENCE NORTH 67'50'12" WEST 187.00 FEET; THENCE SOUTH 76°54'48" WEST 124.00 FEET; THENCE SOUTH 37009'48" WEST 122.00 FEET; THENCE SOUTH 89°29'48" WEST 135.00 FEET; THENCE NORTH 71'15'12" WEST 153.50 FEET TO THE BEGINNING OF A 70.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 72024'45" A DISTANCE OF 88.47 FEET; THENCE NORTH 63°24'57" WEST 59.00 FEET TO THE BEGINNING OF A NON -TANGENT 135.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL BEARING TO WHICH BEARS NORTH 26034'48" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77030'00" A DISTANCE OF 182.61 FEET TO A POINT OF REVERSE CURVATURE WITH A 47.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 105045'44" A DISTANCE OF 86.76 FEET; THENCE SOUTH 88°19'48" WEST 75.49 FEET; THENCE NORTH 72020'12" WEST 64.00 FEET; THENCE SOUTH 89049'48" WEST 88.50 FEET; THENCE NORTH 48010'12" WEST 89.50 2 FEET; THENCE NORTH 38'35'12" WEST 230.50 FEET TO THE BEGINNING OF A 90.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 97045'00" A DISTANCE OF 153.55 FEET; THENCE NORTH 8°04'30" EAST 116.00 FEET; THENCE NORTH 7°05'05" WEST 293.00 FEET; THENCE NORTH 45°45'12" WEST 143.00 FEET; THENCE NORTH 53'25'12" WEST 284.00 FEET; THENCE NORTH 0004'37" EAST 988.43 FEET; THENCE NORTH 89°55'34" EAST 663.04 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL OF LOTS B, 19, 20 AND 22 OF TPM 33367 WHOSE LEGAL DESCRIPTIONS ARE ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 6,339,139 SQ. FT. 145.53 ACRES GROSS LOTS B, 19, 20, -790,211 -18.15 5,548,928 127.38 NET LOT B 20,424 SQ. FT. 0.47 ACRES LOT 19 600,614 SQ. FT. 13.79 ACRES LOT 20 105,642 SQ. FT. 2.43 ACRES LOT 22 63,531 SO.FT. 1.46 ACRES TOTAL 790,211 SQ. FT. 18.15 ACRES 1!►�p 3VRt;;v 65 .913 * No. 466 ; .913o10a OHN F. YOUN LS 46 DA/TE/ IINIVIIIYII�IN�IIIIINIIVIn�I�NIu�INN ���'��W- 3 LA AVENUE 52 SCALE. 1 "= 600' EXHIBIT "B" !T I GOLF COURSE/OPEN SPACE �I \ _SECTION LINE JOHN F. YOUNG LS 4665 DA TE CONSTRUCTION TESTING & ENGINEERING, INC. PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 REVISED TENTATIVE PARCEL MAP 33367 LOT 1 SHEET 1 OF 2 15-0068 1"=600' /O6 Jk EXHIBIT "B" LOT I SHEET 2 OF 2 DATA TABLE No. DEL TA BEARING RADIUS LENGTH 1 N895534"E - 214.65 2 S4656'31 "E - 183.45 3 S782838"E - 164.75' 4 A =48'41'01 " 484.50' 411.69' 5 0 =13'40'29" 419.50' 100.12 6 S4652'17"E - 259.37 7 S35 40'13"E - 45.17 8 S3700'02"E - 420.32 9 A =267342" 830.50' 380.18' 10 S637344 "E - 276.58 11 S26 46'16"W - 10.00 12 S637344 "E - 127.85 13 A =03'40'30" 835.00' 53.56' 14 0 =447348" 42.50' 32.81' 15 0 79 0242" 62.50' 86.22' 16 0 =463644 42.50' 34.58' 17 A =0521'01" 832.00' 77.69' 18 S422423"E - 132.50 19 A =2335'12 273.00' 112.38' 20 S2256'12"E - 128.47 21 S00 07'12"E - 72.66 22 S895235 "W - 121.73 23 S895456"W - 20.00 24 S00 00'13"E: - 420.29 25 A=2830'00 796.20' 396.04' 26 S282956"E - 74.10 27 0 =1107'51 " 636.20' 123.59' 28 N6178'32"W - 59.48 29 N74 00'12"W - 188.00 30 N3570'12"W - 68.00 31 N40'35'12"W - 111.50 32 N4050'120W - 115.50 33 N7535'12"W - 93.50 34 N36 40'12"W - 162.00 35 N1934'16"E - 61.50 SHEET 2 OF 2 INNIU�INI�IIIINNIII@III�IIIIIINIII�INI 11 o°m �a REVISED TENTATIVE im Mr. 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SME 1"=600' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 54*9 1441 MONTIEL ROAD, SUITE 115 ESCON0IDO CA. 92026, PH:(760) 746.4955 LOT I 0A1E °RA'"' 11/6/06 JPR DATA TABLE No. DEL TA BEARING RADIUS LENGTH 36 N36 00'03"W - 172.49' 37 N4575'12"W - 214.00'- J8 N4370'12"W - 173.00' 39 N4525'12"W - 146.00 40 N1355'12"W - 198.50 41 S815948"W - 182.00 42 N5875'12"W - 187.50 43 N46 00'12"W - 180.30-r- 44 N3150'12"W - 108.00 45 N0555'12"W - 209.00 46 N107948"E - 180.50 47 N043948"E - 111.00 48 NO2 40'12"W - 88.50'- 49 N14 00'12"W - 202.00 50 N64 40'12"W - 186.00 51 N6750'12"W - 187.00 52 S76 *5448"W - 124.00 53 S37'09'48"W - 122.00 54 S892948"W - 135.00 55 N7175'12"W - 153.50 56 A=722445" 70.00' 88.47' 57 N632457"W - 59.00 58 L =77'30'00" 135.00' 182.61' 59 A =105 4544" 47.00' 86.76' 60 S88'1948"W - 75.49 61 N7220'12"W - 64.00 62 S894948"W - 88.50 63 N4870'12"W - 89.50 64 N3835'12"W - 230.50 65 A =9745'00" 90.00' 153.55' 66 N08 04'30"E - 116.00 67 N0705'05"W - 293.00 68 N45 45'12"W - 143.00 69 N5325'12"W - 284.00 INNIU�INI�IIIINNIII@III�IIIIIINIII�INI 11 o°m �a REVISED TENTATIVE im Mr. 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SME 1"=600' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 54*9 1441 MONTIEL ROAD, SUITE 115 ESCON0IDO CA. 92026, PH:(760) 746.4955 LOT I 0A1E °RA'"' 11/6/06 JPR EXHIBIT "A" LOT 2 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE SOUTH 89052'13" WEST, ALONG THE SOUTHERLY LINE OF SAID SECTION 8, SAID LINE ALSO BEING THE CENTERLINE OF AVENUE 54, A DISTANCE OF 2257.27 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89052'13" WEST, ALONG SAID SOUTHERLY LINE OF SECTION 8 A DISTANCE OF 390.45 FEET TO THE SOUTH '/ COR OF SAID SECTION 8; THENCE NORTH 89°31'34 WEST 462.84 FEET TO THE EASTERLY RIGHT-OF-WAY OF THE ALL AMERICAN CANAL ALSO KNOWN AS COACHELLA CANAL, SAID POINT BEING ON THE ARC OF A NON -TANGENT 1372.40 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 56028'17" EAST; THENCE NORTHEASTERLY ALONG SAID RIGHT-OF- WAY THE FOLLOWING COURSES: THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1034'00" A DISTANCE OF 37.53 FEET; THENCE NORTH 34037'04" EAST A DISTANCE OF 812.91 FEET TO THE BEGINNING OF A 1492.40 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 6026'22" A DISTANCE OF 167.73 FEET; THENCE NORTH 28010'42" EAST 273.84 FEET TO THE BEGINNING OF A 776.20 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 56040'38" A DISTANCE OF 767.82 FEET; THENCE NORTH 28029'56 WEST 74.10 FEET TO THE BEGINNING OF A 656.20 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28030'00" A DISTANCE OF 326.41 FEET; THENCE NORTH 0000'13" WEST 420.44 FEET; THENCE SOUTH 89056'20" WEST 10.00 FEET; THENCE NORTH 0000'13" WEST 953.10 FEET TO THE BEGINNING OF A 236.49 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 89052'26" A DISTANCE OF 370.96 FEET; THENCE NORTH 89052'48" EAST 94.00 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY THE FOLLOWING COURSES: THENCE SOUTH 37036'08" EAST 102.14 FEET; THENCE SOUTH 42039'54" EAST 47.50 FEET; THENCE SOUTH 40°04'06" EAST 64.22 FEET TO THE BEGINNING OF A NON -TANGENT 100.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 73038'29" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35032'06" A DISTANCE OF 62.02 FEET; THENCE SOUTH 19°10'35" WEST 27.25 FEET TO THE BEGINNING OF A NON -TANGENT 56.00 FEET RADIUS CURVE CONCAVE 111111Hill 11111111111111111111111111111111111 �uuuiii �q°�.�e;�57 �. SOUTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 33022'15 EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28038'36" A DISTANCE OF 28.00 FEET; THENCE SOUTH 27059'09" WEST 16.70 FEET TO THE BEGINNING OF A NON -TANGENT 82.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 31°14'30" EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54026'03" A DISTANCE OF 77.90 FEET TO A POINT OF REVERSE CURVATURE OF A 250.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22050'21" A DISTANCE OF 99.65 FEET; THENCE SOUTH 27°09'48" WEST 40.67 FEET TO THE BEGINNING OF A NON -TANGENT 37.00 FEET RADIUS CURVE CONCAVE EASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 64005'02" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54007'55" A DISTANCE OF 34.96 FEET; THENCE SOUTH 28°12'57" EAST 19.28 FEET; THENCE SOUTH 16050'59" EAST 18.54 FEET; THENCE SOUTH 4°13'09" EAST 26.65 FEET TO THE BEGINNING OF A NON -TANGENT 47.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 69020'41" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29029'38" A DISTANCE OF 24.19 FEET THENCE SOUTH 50008'57" EAST 134.38 FEET TO THE BEGINNING OF A 82.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75009'02" A DISTANCE OF 107.55 FEET TO A POINT OF REVERSE CURVATURE WITH A 37.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50026'40" A DISTANCE OF 32.58 FEET TO A POINT OF REVERSE CURVATURE WITH A 210.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47034'55" A DISTANCE OF 174.40 FEET; THENCE SOUTH 22009 10 WEST 99.07 FEET TO THE BEGINNING OF A 187.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46004'51" A DISTANCE OF 150.40 FEET TO A POINT OF REVERSE CURVATURE WITH A 196.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44008'01" A DISTANCE OF 150.97 FEET; THENCE SOUTH 20011'30" WEST 110.44 FEET TO THE BEGINNING OF A 196.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45049'59" A DISTANCE OF 156.79 FEET; THENCE SOUTH 26006' 10"EAST 72.34 FEET; THENCE SOUTH 33048'46" EAST 52.19 FEET; THENCE SOUTH 33048'22" EAST 21.80 FEET TO THE BEGINNING OF A NON -TANGENT 96.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 56010'27" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63020'45" A DISTANCE OF 106.14 FEET TO A POINT OF REVERSE CURVATURE WITH A 67.00 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH iiauumruiuii'uuiuiiumuuii�umuii �v1°°PFe,Pw. , A CENTRAL ANGLE OF 39012'28" A DISTANCE OF 45.85 FEET; THENCE SOUTH 57030'10" EAST 13.27 FEET TO THE BEGINNING OF A NON -TANGENT 46.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 32°30'25" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87031'26" A DISTANCE OF 70.27 FEET; THENCE SOUTH 71'08'19" EAST 28.67 FEET; THENCE SOUTH 24022'35" EAST 28.48 FEET; THENCE SOUTH 56°38'44" EAST 26.25 FEET TO THE BEGINNING OF A NON -TANGENT 100.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL BEARING TO WHICH BEARS SOUTH 46°27'04" WEST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67016'50" A DISTANCE OF 117.43 FEET TO A POINT OF COMPOUND CURVATURE WITH A 72.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64022'26" A DISTANCE OF 80.89 FEET; THENCE SOUTH 88°06'20 WEST 44.44 FEET TO THE BEGINNING OF A 46.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84c39'14" A DISTANCE OF 67.96 FEET TO A POINT OF REVERSE CURVATURE WITH A 220.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18049'53" A DISTANCE OF 72.31 FEET; THENCE SOUTH 22°16'59" WEST 85.32 FEET TO THE BEGINNING OF A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37034'59" A DISTANCE OF 41.32 FEET; THENCE SOUTH 15018'00" EAST 77.53 FEET TO THE BEGINNING OF A 128.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45009'13" A DISTANCE OF 100.87 FEET TO A POINT OF REVERSE CURVATURE WITH A 130.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88002'34" A DISTANCE OF 199.76 FEET TO A POINT OF COMPOUND CURVATURE WITH A 290.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53043'38" A DISTANCE OF 271.94 FEET; THENCE NORTH 68005'01" EAST 58.78 FEET TO THE BEGINNING OF A NON -TANGENT 62.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 0°18'48" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 105017'29" A DISTANCE OF 113.94 FEET; THENCE SOUTH 14°58'41" WEST 34.12 FEET TO THE BEGINNING OF A NON -TANGENT 100.00 FEET RADIUS CURVE CONCAVE NORTHERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 53°35'27" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 79020'50" A DISTANCE OF 138.49 FEET; THENCE NORTH 61°36'03" WEST 41.69 FEET TO THE BEGINNING OF A 72.00 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43057'59" A DISTANCE OF 55.25 FEET; THENCE SOUTH 74025'58" WEST 61.44 FEET TO THE BEGINNING OF A 100.00 FEET RADIUS ���We;a�. CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54033'50" A DISTANCE OF 95.23 FEET; THENCE SOUTH 19°52'08" WEST 12.16 FEET TO THE BEGINNING OF A 60.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 38002'27" A DISTANCE OF 39.84 FEET TO A POINT OF REVERSE CURVATURE WITH A 90.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39004'30" A DISTANCE OF 61.38 FEET; THENCE SOUTH 15°43'24" WEST 20.77 FEET TO THE BEGINNING OF A 28.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 52037'10" A DISTANCE OF 25.71 FEET; THENCE SOUTH 36°53'46" EAST 37.34 FEET; THENCE SOUTH 45015'10" EAST 63.29 FEET; THENCE SOUTH 38°14'26" EAST 26.81 FEET TO THE BEGINNING OF A 45.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 79035'14" A DISTANCE OF 62.51 FEET TO A POINT OF COMPOUND CURVATURE WITH A 80.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63035'37" A DISTANCE OF 88.79 FEET; THENCE SOUTH 42009'44" WEST 154.67 FEET; THENCE SOUTH 25°18'24" WEST 571.74 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING: 2,047,376 SQ. FT. 47.00 ACRES REFERENCE IS MADE TO EXHIBIT B ATTACHED HERETO AND MADE A PART HEREOF. * No. 4665 OHN F. YO G, PL 65 T 11111111111111111111111111111111111111111111111111111111111111llll 02/01/2007 08: il o N282956"W 41 74.10 0=56*40'38) 44 R=776.20'� 45 o L=76782' 46 ... ... ..... 47 49 ral 2 55 56 51 ti 6 59 606 65 LE 1 500 L 0"7r' 2 SCA 147.00 AGRA58 66 aOOPEN INKE 67 SPA CE =0134'00 R=U72.4, ca ca L= J753 114 S C 8 P.O.B. o VENUE 8 1W�NF17- 462 145W' 2�7J7�_W N89 *Jl'j4 "W —J_;`�S2-95-1 T q) �8945920 8 --j JOHN F. YOUNG 0 )o Exp. 9-30-08 No. 4665 JOHN F YOU /1 -LS 4665 6A TE Or I REVISED TENTATIVE -- 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 %4E f--500' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL WE- DRAWN 811 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 2 In EXHIBIT "B" SHEET 1 OF 2 LOT 2 8952 R=236.49, jl 3 7 .96 L=370.96 ALL AMMAN CANAL I 4 1 129 0 6 20 23 10 24 1 26 -Fa: In A=2830 00 R=656.20' co co 01- r - CD 0 CZD L=326.41' S5730701E ow -u CD % 13.27' r (25 cu cu 32 R '4 36 o N282956"W 41 74.10 0=56*40'38) 44 R=776.20'� 45 o L=76782' 46 ... ... ..... 47 49 ral 2 55 56 51 ti 6 59 606 65 LE 1 500 L 0"7r' 2 SCA 147.00 AGRA58 66 aOOPEN INKE 67 SPA CE =0134'00 R=U72.4, ca ca L= J753 114 S C 8 P.O.B. o VENUE 8 1W�NF17- 462 145W' 2�7J7�_W N89 *Jl'j4 "W —J_;`�S2-95-1 T q) �8945920 8 --j JOHN F. YOUNG 0 )o Exp. 9-30-08 No. 4665 JOHN F YOU /1 -LS 4665 6A TE Or I REVISED TENTATIVE -- 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 %4E f--500' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL WE- DRAWN 811 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 2 In EXHIBIT "B" LOT 2 SHEET 2 OF 2 DATA TABLE No. DEL TA BEARING RADIUS LENGTH 1 L = 06 2622" 1492.40' 167.73' 2 N2870'42"E - 273.84' 3 S8956'20"W - 10.00' 4 N895248"E - 94.00 5 S3736'08"E - 102.14 6 S423954"E - 47.50 7 S40 04'06"E - 64.22 8 L =3532'06" 100.00' 62.02' 9 S1970'35"W - 27.25 10 A =283836 56.00' 28.00' 11 S2759'09"W - 16.70 12 A =54 26'03 82.00' 77.90' 13 0 =2250'21 " 250.00'99.65' 271.94' 14 S2709'48"W - 40.67 15 0 =54 07'55" 37.00' 34.96' 16 S287257"E - 19.28 17 S1650'59"E - 18.54 18 SO473'09"E - 26.65 19 0 =29 2938 47.00' 24.19' 20 S50 08'57"E - 134.38 21 L =75 09'02" 82.00' 107.55' 22 A =50'26'40" 37.00' 32.58' 23 A =473455" 210.00' 174.40' 24 S22 09'10"W - 99.07 25 L =46'0451" 187.00' 150.40' 26 L =44'08'01" 196.00' 150.97' 27 S2071'30"W - 110.44 28 A=454959 196.00' 156.79' 29 S26 06'10"E - 72.34 30 S33 48'46"E- 45.00' 52.19 31 S33'48'22"E - 21.80' 32 0 -6320'45" 96.00' 106.14' 33 0 =39'12'28" 67.00' 45.85' 34 A 8731'26" 46.00' 70.27' 35 S71 '08'19"E - 28.67 SHEET 2 OF 2 INI�I�uININIIIIB�NI�III�IIIIIINVIVINI n=mmm�°��• REVISED TENTATIVE 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SMILE i"=500' 9*9 PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL LOT 2 ME. � 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 11 /9/06 JPR DATA TABLE No. DEL TA BEARING RADIUS LENGTH 36 S24 22'35"E - 28.48' 37 S563844"E - 26.25' 38 p =6776'50" 100.00' 117.43' 39 A =64 2226" 72.00 80.89' 40 S88 06'20"W - 44.44 41 p =8439'14" 46.00 67.96' 42 p =18'495J" 220.00' 72.31 ' 43 S227659"W - 85.32 44 p =37'3459 63.00' 41.32' 45 S1578'00"E - 77.53 46 A =45 09'13" 128.00' 100.87' 47 A =88'0234" 130.00' 199.76' 48 A =534338" 290.00' 271.94' 49 N68'05'01 "E - 58.78 50 A=1057729" 62.00' 113.94' 51 S14 58'41 "W - 34.12 52 A =79 20'50 100.00' 138.49' 53 N6136'03"W - 41.69 54 0 =43'5759" 72.00' 55.25' 55 S742558"W - 61.44 56 Z =5433'50" 100.00' 95.23' 57 S1952'08"W - 12.16 58 L =38 02'27" 60.00' 39.84' 59 A =39 04'30" 90.00' 61.38' 60 S15 4324"W - 20.77 61 L =5237'10" 28.00' 25 71' 62 S365346"E - 37.34 63 S4575'10"E - 63.29 64 S3874 26"E - 26.81 65 L =7935'14 45.00' 62.51' 66 p =633537" 80.00' 1 88.79' 67 S42 0944 "W - 1 154.67 INI�I�uININIIIIB�NI�III�IIIIIINVIVINI n=mmm�°��• REVISED TENTATIVE 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SMILE i"=500' 9*9 PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL LOT 2 ME. � 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 11 /9/06 JPR EXHIBIT "A" LOT 3 THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE NORTH 0003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1988.75 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 0007'12" EAST 123.24 FEET TO THE BEGINNING OF A 183.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32034'49" A DISTANCE OF 104.06 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36054'12" A DISTANCE OF 171.97 FEET TO A POINT OF REVERSE CURVATURE WITH A 333.00 FEET RADIUS CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8017'50" A DISTANCE OF 48.22 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41006'44" A DISTANCE OF 22.96 FEET TO A POINT OF REVERSE CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 122032'06" A DISTANCE OF 134.73 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28040'23" A DISTANCE OF 316.78 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9020'38" A DISTANCE OF 103.23 TO A POINT OF REVERSE CURVATURE WITH A 497.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16058'36" A DISTANCE OF 147.26 FEET TO A POINT TO A POINT OF COMPOUND CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42036'50" A DISTANCE OF 198.58 FEET TO A POINT OF COMPOUND CURVATURE WITH A 567.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF IIIIIIIU��II�IBI�IuwNIN�I�uN �e:u�'� SAID CURVE THROUGH A CENTRAL ANGLE OF 27030'21" A DISTANCE OF 272.20 FEET; THENCE SOUTH 7'10'16 WEST 124.73 FEET TO THE BEGINNING OF A NON -TANGENT' 29.50 FEET RADIUS CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL TO WHICH BEARS NORTH 84042'41" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 107036'27" A DISTANCE OF 55.40 FEET TO A POINT OF REVERSE CURVATURE WITH A 614.85 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1011'10" A DISTANCE OF 12.73 FEET; THENCE SOUTH 21'42'36" WEST 75.54 FEET TO A POINT ON THE ARC OF A NON -TANGENT 539.31 FEET RADIUS CURVE CONCAVE SOUTHERLY HAVING A RADIAL TO WHICH BEARS SOUTH 21042'36" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0046'06" A DISTANCE OF 7.23 FEET TO A POINT OF COMPOUND CURVATURE OF A NON -TANGENT 22.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL TO WHICH BEARS SOUTH 25052'36" WEST; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60017'57" A DISTANCE OF 23.15 FEET TO A POINT OF REVERSE CURVATURE WITH A 93.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24034'17" A DISTANCE OF 39.88 FEET TO A POINT OF REVERSE CURVATURE WITH A 37.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51057'48" A DISTANCE OF 33.56 FEET TO A POINT OF REVERSE CURVATURE WITH A 508.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 2600051 1" A DISTANCE OF 230.55 FEET; THENCE SOUTH 89°10'29" WEST 235.22 FEET; THENCE SOUTH 00000'00" EAST 140.01 FEET; THENCE SOUTH 89010'29" WEST 273.96 FEET; THENCE NORTH 24022'35" WEST 22.27 FEET; THENCE NORTH 33058'41" WEST 7.49 FEET; THENCE NORTH 71°08'05" WEST 26.96 FEET TO THE BEGINNING OF A NON -TANGENT 46.00 FEET "RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87031'26" A DISTANCE OF 70.27 FEET; THENCE NORTH 57029'35" WEST 12.72 FEET TO THE BEGINNING OF A 67.00 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 39040'43" A DISTANCE OF 46.40 FEET TOA POINT OF REVERSE CURVATURE WITH A 96.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63020'45" A DISTANCE OF 106.14 FEET; THENCE NORTH 33048'46" WEST 21.80 FEET; THENCE NORTH 33048'46" WEST 52.19 FEET; THENCE NORTH 26006'10" WEST 72.34 FEET TO THE BEGINNING OF A NON -TANGENT 196.00 FEET RADIUS CURVE CONCAVE EASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 64021'31" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45049'59" A DISTANCE OF 156.79 FEET; THENCE NORTH 2001.1'30" EAST 116.45 FEET TO THE BEGINNING OF A 196.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG I�IRIIIaIIIINNIIIIUIIII�III�I�NI��IhN W��' 8 THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44008'01" A DISTANCE OF 150.97 FEET TO A POINT OF REVERSE CURVATURE WITH A 187.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46°04'51" A DISTANCE OF 150.40 FEET; THENCE NORTH 22'09'10" EAST 99.07 FEET TO THE BEGINNING OF A NON -TANGENT 210.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 67051'40" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47034'55" A DISTANCE OF 174.40 FEET TO A POINT OF REVERSE CURVATURE WITH A 37.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50026'40" A DISTANCE OF 32.58 FEET TO A POINT OF REVERSE CURVATURE WITH A 82.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 64°59'55 WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 75009'02" A DISTANCE OF 107.55 FEET; THENCE NORTH 90000'00" EAST 428.65 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 855,764 SQ.FT. 19.646 ACRES liq 11111111111111111111111111111111111111111111111111uu •��eem��,,�w SCALE: 1 "=300' I i I, I I I � � I I I I I I I I I I I I I I I I I I I I I I I 1 1 \ \ RIVERSIDE COUNTY CALIFORNIA SHEET 1 OF 2 11 EXHIBIT B LOT 3 TPM 33367 _ —ALL —AMERICAN CANAL 895248"W T 1988.75' 2 I 4 I 5 I I I 6 l �I � N 7 \ �I r.P.O.B. L07' JJ oo ®B, 7 ACFr-S 22 S90'00'00 "E — _ — — — — 428.65" 21 9 \ I p=473455" lO LOT J R=210.00' — N---- L=174.40' \ 4E.9 �C,'FfEB 11 I Lor 3p=273421 ° 1 49.66' ACRES I R=567.00' p=4604 51 " L=272.2' R=187.00' —L_150.40-- -- --- —� /2,4S e-6 F. YOUNG 4665 DATE LAND f _ REVISED TENTATIVE JUB ND: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 3336'7 SCALE 1°=300' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL LOT el DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:)760) 746-4955 11/15/06 JPR L1=44,0601 R=196.00' 12 L=150.97' !- S0770'16" �_ J X14 124.73 �_-- I 16 A=45'49'59" 17 p R=196.00' L=156.79' N334846"W 18 21.80'p=3940'43" I N26'06'10"W p=2600'i1° 72.34' R= 67.00' R=508.00' N33'48'46"W L= 46.40' L=20.5 3 5 I I 52.19' p=873126" S89'1029"W A=020'45" R= 46.00' `" L= 70.27' 23522''% I R= 96.00' L= 106.14' o o 19 - 7 I 0 N572935"W 589'1029W o .77 cFr_ ; 12.72 27396 I U 20 I I I 17116 N2422"J5'W 22'27' I I SEC Ti N COR ,ter J � II I /2,4S e-6 F. YOUNG 4665 DATE LAND f _ REVISED TENTATIVE JUB ND: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 3336'7 SCALE 1°=300' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL LOT el DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:)760) 746-4955 11/15/06 JPR RIVERSIDE COUNTY CALIFORNIA EXHIBIT 'B' .LOT 3 IMMIIINI�VIIII�IMI��I�IUIIIII�I�RINI 20°'•`7E8 of 5.P• SHEET 2 OF 2 REVISED TENTATIVE JV° IVU 15-0068 ,07 CONSTRUCTION TESTING &ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=100' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:)760) 746-4955 LOT 3 11/15/061 JPR DATA TABLE No. DEL TA IBEARING RADIUS LENGTH 0 S00 07'12 "E - 123.24' ❑2 p=323448" 18300' 104.06' 3 p =36 54'12" 267.00' 171.97' 4 S00 03'16"W - 48.18' 5 L =4106'44" 32.00' 22.96' 6 p =122 32'06 " 63.00' 134.73' 7 L =434549" 32.00' 24.44' 8 L =28'40'2J" 633 00' 316.78' ❑9 p = 09 20'38 " 633.00' 103 23' 10 p =16 *58J6 " 497.00' 147.26' 11 p = 42 *J6'50" 267.00' 198.58' 12 p =107 3627" 29.50' 55.40' 13 p =01 °11 '10" 614.85' 12.73' 14 S214236 "W - 75.54' 15 p = 00 46'06 " 539.31 ' 7.23' 16 p =60'17'57" 22.00' 23.15' 17 L =24 34'17" 93 00' 39.88' 18 p =515748" 37.00' 33.56' 19 N33 58'41 "W - 7.49' 20 N7108'05 "W - 26.96' 21 p=5026'40" 37.00' 32.58' 22 p =282447" 1 82.00' 40.66' IMMIIINI�VIIII�IMI��I�IUIIIII�I�RINI 20°'•`7E8 of 5.P• SHEET 2 OF 2 REVISED TENTATIVE JV° IVU 15-0068 ,07 CONSTRUCTION TESTING &ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=100' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:)760) 746-4955 LOT 3 11/15/061 JPR EXHIBIT "A" LOT 4 THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE NORTH 0003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1988.75 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 0007'12" EAST 123.24 FEET TO THE BEGINNING OF A 183.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32034'48" A DISTANCE OF 104.06 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36054'12" A DISTANCE OF 171.97 FEET TO THE BEGINNING OF A 333.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 08017'50" A DISTANCE OF 48.22 FEET TO THE BEGINNING OF A 32.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41006'44" A DISTANCE OF 22.96 FEET TO A POINT OF REVERSE CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 122032'06" A DISTANCE OF 134.73 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28040'23" A DISTANCE OF 316.78 FEET; THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9020'38" A DISTANCE OF 103.23 TO A POINT OF REVERSE CURVATURE WITH A 497.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16058'36" A DISTANCE OF 147.26 FEET TO A POINT TO A POINT OF COMPOUND CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42036'50" A DISTANCE OF 198.58 FEET TO A POINT OF COMPOUND CURVATURE WITH A 567.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27030'21" A DISTANCE OF 272.20 FEET; THENCE SOUTH 7'10'16 WEST 124.73 FEET TO muuMiuinminuiiuiiiiumuiniiiiuuiuu ,;m,m�°� THE BEGINNING OF A NON -TANGENT 29.50 FEET RADIUS CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL TO WHICH BEARS NORTH 84042'41" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 107036'27" A DISTANCE OF 55.40 FEET TO A POINT OF REVERSE CURVATURE WITH A 614.85 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1011'10" A DISTANCE OF 12.73 FEET; THENCE SOUTH 21042'36" WEST 75.54 FEET TO A POINT ON THE ARC OF A NON -TANGENT 539.31 FEET RADIUS CURVE CONCAVE SOUTHERLY HAVING A RADIAL TO WHICH BEARS SOUTH 21042'36" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0046'06" A DISTANCE OF 7.23 FEET TO A POINT OF COMPOUND CURVATURE OF A NON -TANGENT 22.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL TO WHICH BEARS SOUTH 25°52'36" WEST; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60017'57" A DISTANCE OF 23.15 FEET TO A POINT OF REVERSE CURVATURE WITH A 93.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24034'17" A DISTANCE OF 39.88 FEET TO A POINT OF REVERSE CURVATURE WITH A 37.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51057'48" A DISTANCE OF 33.56 FEET TO A POINT OF REVERSE CURVATURE WITH A 508.00 FEET RADIUS CURVE CONCAVE SOUTH EASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 26000'11" A DISTANCE OF 230.55 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 4008'25" A DISTANCE OF 36.71 FEET; THENCE SOUTH 6034'32" EAST 103.90 FEET; THENCE SOUTH 89010'29" WEST 250.00 FEET; THENCE NORTH 0°00'00" EAST 140.01 FEET; THENCE NORTH 89'10'29" EAST 235.22 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 33,888 SQ.FT. 0.78 ACRES /z S oG DA E V►ND No. 4605 KP. 9/30/04 r 1111111IlIuh�N�IIMI��IN�I� .A����;w ti a 0 RIVERSIDE COUNTY CALIFORNIA SHEET 1 OF 2 EXHIBIT "B" LOT 4 TPM 33367 - I ALL AMERICAN CANAL 4 8952'48"W 1988.75' 910 I l i LJC 19.66 a CREu A=273 21 " ��mM1 R=567.00' fti0 O I N � �@ \ �I Cu cu 7 ®���` L o7 ll fu m JOHN F. YOUNG r.;, Exp. 9-30-08 12//O 6 \\�� No. 4665 /\Q TOHN F. YOUNG` L" LS 4665 DA TE'��cplol"'�- REVISED TENTATIVE JOB No: 15-00618 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=300' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL ons DRAWN BY. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 4 11/15/06 JPR 910 l i LJC 19.66 a CREu A=273 21 " R=567.00' L=272.2(1' S07 0'16 124.7.1 11 I � � 3 I � 1516 I • 17 zl � 18 0=2600'11" / R=508.00' L=230.55' TP.O.B. , N897029 E I 0=040825" 0 23522' R=508.00' L= 3671' o o LOT 4 cs,iB AOf1�6 S0634J2"E I S897029"W 103.90' 8 9 250.00' I III 1716 J I L07' I�I I SECTI N COR JOHN F. YOUNG r.;, Exp. 9-30-08 12//O 6 \\�� No. 4665 /\Q TOHN F. YOUNG` L" LS 4665 DA TE'��cplol"'�- REVISED TENTATIVE JOB No: 15-00618 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=300' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL ons DRAWN BY. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 4 11/15/06 JPR RIVERSIDE COUNTY CALIFORNIA EXHIBIT 'B' LOT 4 n��a; o �mi�nui��u�nu1im����Nuu , SHEET 2 OF 2 REVISED TENTATIVE JUe No: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=300' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92626, PH:(760) 746-4955 LOT 4 1 1 15 O6 DNawN JPR DATA TABLE No. I DEL TA BEAR/NG RADIUS LENGTH 11 1 S00 07'12 "E - 123.24' 2 1 A =323448" 183.00' 104.06' J1 I A =3654'12" 267.00' 171.97' 4 0 =08'17'50" 333.00' 48.22' 5 0 =410644" 32 00' 22.96' 6 A =122 32'06 " 63.00' 134.73' 7 A =43'4549" 32.00' 24.44' 81 A =28'40'2J" 633.00' 316.78' 9 0 =09:20'J8" 633.00' 103.23' 10 O =16 5836" 497.00' 147.26' 111 4276'50 " 267.00' 198.58' 11:21 1 0 =1073627" 29.50' 55.40' 13 I 0 =01'11'10" 614.85' 12.73' 14 1 5214236 "W - 75.54' 15 A=00'46'06" 539.31' 7.23' 16 A=60'1757" 22.00' 23.15' 17 A =24 34'17" 93.00' 39.88' 18 A =515748" 37.00' 33.56' n��a; o �mi�nui��u�nu1im����Nuu , SHEET 2 OF 2 REVISED TENTATIVE JUe No: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=300' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92626, PH:(760) 746-4955 LOT 4 1 1 15 O6 DNawN JPR EXHIBIT "A" LOT 5 THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE NORTH 0003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1988.75 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 0007'12" EAST 123.24 FEET TO THE BEGINNING OF A 183.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32034'49" A DISTANCE OF 104.06 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36054'12" A DISTANCE OF 171.97 FEET TO A POINT OF REVERSE CURVATURE WITH A 333.00 FEET RADIUS CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8017'50" A DISTANCE OF 48.22 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41006'44" A DISTANCE OF 22.96 FEET TO A POINT OF REVERSE CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 122032'06" A DISTANCE OF 134.73 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28040'23" A DISTANCE OF 316.78 FEET; THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9020'38" A DISTANCE OF 103.23 TO A POINT OF REVERSE CURVATURE WITH A 497.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16058'36" A DISTANCE OF 147.26 FEET TO A POINT TO A POINT OF COMPOUND CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 42036'50" A DISTANCE OF 198.58 FEET TO A POINT OF COMPOUND CURVATURE WITH A 567.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 27030'21" 11111 11Vm1u�iu��n�mmuil1 A�`°n�e:,,� A DISTANCE OF 272.20 FEET; THENCE SOUTH 7'10'16 WEST 124.73 FEET TO THE BEGINNING OF A NON -TANGENT 29.50 FEET RADIUS CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL TO WHICH BEARS NORTH 84042'41" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 107036'27" A DISTANCE OF 55.40 FEET TO A POINT OF REVERSE CURVATURE WITH A 614.85 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1 ° 11' 10" A DISTANCE OF 12.73 FEET; THENCE SOUTH 21042'36" WEST 75.54 FEET TO A POINT ON THE ARC OF A NON -TANGENT 539.31 FEET RADIUS CURVE CONCAVE SOUTHERLY HAVING A RADIAL TO WHICH BEARS SOUTH 21042'36" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0046'06" A DISTANCE OF 7.23 FEET TO A POINT OF COMPOUND CURVATURE OF A NON -TANGENT 22.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL TO WHICH BEARS SOUTH 25°52'36" WEST; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60017'57" A DISTANCE OF 23.15 FEET TO A POINT OF REVERSE CURVATURE WITH A 93.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 24034'17" A DISTANCE OF 39.88 FEET TO A POINT OF REVERSE CURVATURE WITH A 37.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51057'48" A DISTANCE OF 33.56 FEET TO A POINT OF REVERSE CURVATURE WITH A 508.00 FEET RADIUS CURVE CONCAVE SOUTH EASTERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30008'36" A DISTANCE OF 267.26 FEET; THENCE SOUTH 6°34'32" EAST 103.90 FEET; TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 6°34'32" EAST 240.83 FEET TO THE BEGINNING OF A 1312.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13051'15" A DISTANCE OF 317.24 FEET; THENCE SOUTH 7016'43" WEST 281.12 FEET; THENCE NORTH 90000'00" WEST 248.02 FEET TO THE A POINT ON THE ARC OF A NON -TANGENT 62.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 75'01'19" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CUREVE THROUGH A CENTRAL ANGLE OF 105017'29" A DISTANCE OF 113.94 FEET; THENCE SOUTH 68°05'01" WEST 58.78 FEET TO THE BEGINNING OF A 290.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 53043'38" A DISTANCE OF 271.94 FEET TO A POINT OF COMPOUND CURVATURE WITH A 130.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88002'34" A DISTANCE OF 199.76 FEET TO A POINT OF REVERSE CURVATURE WITH A WITH A 128.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 45009'13" A DISTANCE OF 100.87 FEET; THENCE NORTH 15018'00" WEST 77.53 FEET TO THE uiuinmuu�uuiiu�NiNimiiiuiimuuim ���p°,�Fm. BEGINNING OF A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37°34'59" A DISTANCE OF 41.32 FEET; THENCE NORTH 22°16'59" EAST 85.32 FEET TO THE BEGINNING OF A 220.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 18049'53" A DISTANCE OF 72.31 FEET TO A POINT OF REVERSE CURVATURE WITH A 46.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE NORTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84039'14" A DISTANCE OF 67.96 FEET; THENCE NORTH 88°06'20" EAST 44.44 FEET TO THE BEGINNING OF A 72.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64022'26" A DISTANCE OF 80.89 FEET TO A POINT OF COMPOUND CURVATURE WITH A 100.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67016'50" A DISTANCE OF 117.43 FEET; THENCE NORTH 56038'44" WEST 26.25 FEET; THENCE NORTH 89°10'29" EAST 523.96 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 517,687 SQ.FT. 11.88 ACRES 1JWD No. 4665 f JOHN Fyr"7 . YO G, PL 4665 /z S o6 DATE RIVERSIDE COUNTY CALIFORNIA EXHIBIT 99B SS LOT 5 TPM 33367 Lor 2 46.9 ACRES SCALE: 1 "=400' SHEET 1 OF 2 89 5248 W 1988.75' I I I I 4 5 ( I 6 � � I 7 Lar ii 2.6 ACRES `t9t' \ N I i RIVERSIDE COUNTY CALIFORNIA EXHIBIT 99B SS LOT 5 TPM 33367 Lor 2 46.9 ACRES SCALE: 1 "=400' SHEET 1 OF 2 89 5248 W 1988.75' I I I I 4 5 ( I 6 � � I 7 Lar ii 2.6 ACRES `t9t' \ N I FI -11 � I A=2730'21 " R=567.00' LOT 3 ` L=272.20' 19.65 ACRES I ---------- ------ 50770'16"W I 124.73' I .14� _ 16 �� I 1 A=30'08'36" R=508.00' L=267.26' J2'E I 7eai REJ S0634 N89'1 29 E JJ I 103.90' Q!) 523.96' o I TPOB 119 Lor iG Q) I I �I I Lor 6 1 I 19.86 ACIWS I I - I 819 ® I 17 16 © I SEC TI N COR LAND Sly JOHN F. YOUNG Exp. 9-30-08 No. 4665 \� BHN F. YOUNP' 6/ LS 4665 / 4A TE REVISED TENTATIVE JOB NO: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=400' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 5 12/05/06 DTG RIVERSIDE COUNTY CALIFORNIA SHEET 2 OF 2 EXHIBIT V LOT 5 �NIIIINNINIIII��UI�IIIdIIIIIINI�INI�I �'06,ae;�8• REVISED TENTATIVE JUH NO. 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=400' PLANNING - CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL LOT DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 12/05/061 DTG DATA TABLE No: DEL TA BEARING RADIUS LENGTH ❑1 S00 07'12"E - 123.24' ❑2 A =32 34'48" 183.00' 104.06' 03 A =J654'12" 267.00' 171.97' ® z�, =0877'50" 333.00' 48.22' ❑5 p =41-0644" 32.00' 22.96' © p =122 32'06 " 63.00' 134.73' ❑7 0 = 43'4,5'49 " 32.00' 24.44' ® A =28'40'2J" 633.00' 316.78' 09 , =09 20'38" 633.00' 103.23' 10 L =16 5836" 497.00' 147.26' 11 A =4236'50" 267.00' 198.58' 12 p =1073627" 29.50' 55.40' 13 0 =01 °11'10" 614.85' 12.73' 14 S2142 36 "W - 75.54' 15 A = 00'46'06 " 539.31 ' 7.23' 16 0 =60'17'57" 22.00' 23.15' 17 0 =2434'17" 93.00' 39.88' 18 0 =5157'48" 37.00' 33.56' 19 S06 *J4,32 "E -240.8J 21 0 =13 51 '15" 1312.00' 317.24' 22 S07'16'43"W - 281.12' 23 N90 °00'00 "W - 248.02' 24 p =105 °17'29 " 62.00' 113.94' 25 S68 05'01 "W - 58.78' 26 0=534338" 290.00' 271.94' 27 A =88-02J4" 130.00' 199.76' 28 L =45 09'13" 128.00' 100.87' 29 N 15 °18'00 "W - 77.53' 30 A =373459" 63.00' 41.32' 31 N22 '1659 E - 85.32' 32 0=18°4953" 220.00' 7231' 33 A=8439'14" 46.00' 67.96' 34 N88'06'20 "E - 44.44' 35 L = 64 2226 " 72.00' 80.89' 36 L =67°16'50" 100.00' 34.40' 3B N563844"W - 26.25' �NIIIINNINIIII��UI�IIIdIIIIIINI�INI�I �'06,ae;�8• REVISED TENTATIVE JUH NO. 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=400' PLANNING - CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL LOT DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 12/05/061 DTG EXHIBIT "A" LOT 7 THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE SOUTH 89052'13" WEST, ALONG THE SOUTHERLY LINE OF SAID SECTION 8, SAID LINE ALSO BEING THE CENTERLINE OF AVENUE 54, A DISTANCE OF 1542.28 FEET; THENCE NORTH 0°02'04" EAST 30.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'52'13" WEST ALONG A LINE PARALLEL TO AND 30.00 FEET NORTHERLY MEASURED AT RIGHT ANGLES TO SAID CENTERLINE OF AVENUE 54 AND SAID SOUTHERLY LINE OF SECTION 8 A DISTANCE OF 430.28 FEET; THENCE NORTH 0002'58" WEST 112.77 FEET; THENCE NORTH 36052'45" EAST 375.22 FEET; THENCE NORTH 89059'08" EAST 202.36 FEET; THENCE SOUTH 0°09'02" EAST 136.29 FEET; THENCE SOUTH 89057'56" EAST 2.64 FEET; THENCE SOUTH 0°02'04" WEST 275.69 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 143,364 SQ. FT. 3.29 ACRES * � No. 4843 6 i EM. 91301081 /JOHNF.YO. G , PL 665 DAt E I IIE, INE Il, ill Iqt 111 lill 14111111 � °;32 of 57 RIVERSIDE COUNTY CALIFORNM EXHIBIT 'B' LOT 7 TPM 33367 N8959'08"E 20� Lor 5 S 895756" 2.64' !v v o V 7.P O.B. o ! N8952'13"E J-7 430.28' 0 AVENUE 54 SEC77ON LINE & I j AVE. 54 2 Q O N -4 N 00' 02' 04" E /-- JO. 00' S 89' 52'13" W 1542.28' Q v JOHN F. YOUNG Exp. 9-30-08 c No. 4665 OHN F. YOUNG . W4665 IDA TE OF CA��F SCALE. 1 "-100' AMENDED TENTATIVE 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 1,_—loo, i PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 FOR LOT 7 4f%M&/ne mm Ino EXHIBIT "A" LOT 11 THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE NORTH 0003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1922.75 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 0007'12" EAST 123.24 FEET TO THE BEGINNING OF A 117.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32034'48" A DISTANCE OF 66.53 FEET TO A POINT OF REVERSE CURVATURE WITH A 333.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28027'17" A DISTANCE OF 165.38 FEET TO A POINT OF INTERSECTION WITH A NON -TANGENT 150.00 FEET RADIUS CURVE HAVING A RADIAL LINE TO WHICH BEARS SOUTH 0°03'38" EAST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47019'48" A DISTANCE OF 123.91 FEET TO A POINT OF REVERSE CURVATURE WITH A 899.20 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 20039'06" A DISTANCE OF 324.11 FEET TO A POINT OF COMPOUND CURVATURE WITH A 450.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41017'02" A DISTANCE OF 317.27 FEET; THENCE NORTH 75°20'02" EAST 130.18 FEET TO THE BEGINNING OF A 200.00 FEET RADIUS CURVE CONCAVE SOUTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50029'26" A DISTANCE OF 176.25 FEET; THENCE SOUTH 54°10'32" EAST 36.66 FEET TO THE BEGINNING OF A 75.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 71028'15" A DISTANCE 93.56 FEET; THENCE SOUTH 17017'43" WEST 74.78 FEET TO THE BEGINNING OF A 90.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 65055'38" A DISTANCE OF 103.56 FEET; THENCE SOUTH 48°37'55 EAST 196.68 FEET TO THE BEGINNING OF A 125.00 FEET RADIUS CURVE CONCAVE WESATERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 73004'09" A DISTANCE OF 159.41 FEET; THENCE SOUTH 24026'14" WEST 59.02 FEET TO THE BEGINNING OF A 175.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG 2007-0076268�,imuuimiuiuimNiiiiAumiuiiiiwmiiuii THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 65°24'55: A DISTANCE OF 189.12 FEET; THENCE SOUTH 89°51'09" WEST 116.33 FEET TO THE BEGINNING OF A 140.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 94018'57" A DISTANCE OF 230.46 FEET; THENCE NORTH 4°10'06 EAST 111.79 FEET TO THE BEGINNING OF A 115.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 81018'13" A DISTANCE OF 149.84 FEET; THENCE NORTH 77008'07" WEST 16.05 FEET TO A POINT OF INTERSECTION WITH A 333.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 68°39'29" WEST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41027'06" A DISTANCE OF 240.91 FEET TO A POINT OF COMPOUND CURVATURE WITH A 563.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16058'36" A DISTANCE OF 166.82 FEET TO A POINT OF REVERSE CURVATURE WITH A 567.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37017'37" A DISTANCE OF 369.06 FEET TO A POINT OF COMPOUND CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50025'57" A DISTANCE OF 28.17 FEET TO A POINT OF REVERSE CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 63051'20" A DISTANCE OF 70.21 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54046'50" A DISTANCE OF 30.60 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 5019'20" A DISTANCE OF 24.80 FEET TO A POINT OF COMPOUNF CURVATURE WITH A 333.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8026'55" A DISTANCE OF 49.10 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 375,971 SQ.FT. 8.631 ACRES No. 4085 0� W. 2' gin.... JOHN F. Y G, P 665 D E Iiiiimimuiuiiouuiu�uimiuiuwiuuuii ��am���a 0 0 I 0 0 N LJ7 2 48.94 ACR5u I II I IE -4 IIS I� I� II I I 1 \ F. SCALE: 1 "=300' S 4665 RIVERSIDE COUNTY CALIFORNIA EXHIBIT "B" LOT 11 TPM 33367 COACHELLA CANAL 8952'48"W'_ T__ 1922.75 /Z/S/a6 \I II I 1 II III Wil JOHN F. YOUNG)53 Exp. 9-30-08 No. 4665 SHEET 1 OF 2 I I I I I I coo 0'. 0C. (Z) rE M N — — I K-- !c N it W I � — 14 j I- I I = 15 I I I� �I of I zl C I ! — I — I i 8 9 17116 SECTI N COR REVISED TENTATIVE tl 0 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"=300' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 7,6.4955 LOT 1 DRAWN BY.11/20/06 JPR RIVERSIDE COUNTY CALIFORATA SHEET 2 OF 2 EXHIBIT 'B' LOT 11 FI ItlW111NII11I11MIIIuuII�I11uININI11NIInN 7 .f 57� REVISED TENTATIVE "° "" 15-oo68 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 �°`E r --loo' PLANNING -CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL LUT IL 1441 MONTI EL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH: (760) 746-4955 11 /onIna IDD DATA ' TABLE No. DELTA AEARING RADIUS LENGTH 11 S00'07'12"E - 123.24 2 0=32;3448" 117.00' 66.53' J1 I A=2827'17" 333.00' 165.38' 41 1 A =477948" 150.00' 123.91 ' 5 0 =2OU9 06 899.20' 324.11' 61 0 =4177'02" 450.00' 324.24' 71 N7520'02"E - 130.18' 8 A =502926" 200.00' 176.25' 9 S5470'32"E - 36.66 10 0 =712815 75.00' 93.56' 111 1 S177743"W - 74.78 12 ,L =6555 38 90.00' 103.56' IJI I S48'37'55"E - 196.68' YJ I A= 7J'04'09 " 125.00' 159.41' 151 1 S2426'14"W - 59.02 161 1 A =652455" 175.00' 199.80' 171 1 S89 51'09"W - T- 116.33 181 1 L =947857" 140.00' 230.46' 19 N0470'06"E - 111.79 0 L =8178'13" 115.00' 163.19' 1 N7708'07"W - 16.05 2 L =4127'06" 333.00' 240.91' 3 A= 16'58J6 " 563.00' 166.82' 4 0 =371737" 567.00' 369.06' 5 L =502557" 32.00' 28.17' 2 0 =6351'20" 63.00' 70.21' . 0 =54 46'50" 32.00' 30.60' 8 0 =0579'20" 267.00' 24.80' 9 L =082655" 333.00' 1 49.10' FI ItlW111NII11I11MIIIuuII�I11uININI11NIInN 7 .f 57� REVISED TENTATIVE "° "" 15-oo68 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 �°`E r --loo' PLANNING -CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNICAL LUT IL 1441 MONTI EL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH: (760) 746-4955 11 /onIna IDD EXHIBIT "A" LOT 17 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 8; THENCE SOUTH 89051'03" WEST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 1467.15 FEET; THENCE SOUTH 2°17'09" EAST 135.45 FEET TO A POINT OF CUSP ON THE ARC OF A 2140.00 RADIUS CURVE CONCAVE NORTHERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 3037'22" EAST, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 2017'09" EAST 1186.76 FEET TO THE NORTHERLY RIGHT OF WAY OF THE ALL AMERICAN CANAL ALSO KNOWN AS COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID NORTHERLY RIGHT OF WAY 470.22 FEET; THENCE NORTH 1'32'13" WEST 1266.54 FEET TO A POINT ON THE ARC OF SAID 2140.00 FEET RADIUS CURVE; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 12°26'21" A DISTANCE OF 464.60 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 562,787 SQ. FT. 12.92 ACRES V�gp�fr. YpGW�� No. 4885 ao.9130106 Q, OF vl;f6HN F. YOLY, PLS ..: 1-2-1110,6 DAT IN�IIININVIIIIIB�I�N�II�I�I�II�INI a=M:���• 3 a r< ti EXHIBIT 'B' LOT 17 TPM 33367 52-- VENU- - `52 5 4 SECTION LINE» 1;2140 —� cn S 895103 W D; L —464, 60' 1467.15' ,2',26 T. P. 0. B. PI -II 33361rr �—/ Lor 1� LJr l7 073 YS z �o o m I N'L Y ROW — % COACHELLA CANAL S895248"W 470.22' SCALE: 1 "=200' ��. cu Dm �. '- w CO "z, m `moi ' @ m fti fU � r � cu cu 0 I i� I I� JOHN F. YOUNG Exp. 9-30-08 No. 4665 � JON F. YOUNG S 4665 IMF F of CA��F°��\� REVISED TENTATIVE JOB NO: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1°-200' PLANNING - CIVIL ENGINEERING - LAND SURVEYING -GEOTECHNICAL FOR LOT 17 DATE DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA, 92026, PH:(760) 746-4955 10/30/06 DTG EXHIBIT "A" LOT 19 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 6, THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 5 AND THE NORTH WEST QUARTER OF THE NORTH WEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE NORTH 89052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 433.99 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 41057'54" WEST 674.79 FEET; THENCE NORTH 88027'35" WEST 244.20 FEET; THENCE NORTH 7'47'15" WEST 289.62 FEET; THENCE NORTH 83°26'27 EAST 398.98 FEET; THENCE SOUTH 29°58'01" EAST 952.82 FEET; THENCE SOUTH 52039'03" EAST 485.41 FEET; THENCE SOUTH 57016'16" EAST 463.15 FEET; THENCE SOUTH 30058'20" WEST 183.52 FEET TO THE BEGINNING OF A NON -TANGENT 60.00 FEET RADIUS CURVE CONCAVE SOUTHERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 10057'45" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32047'26" A DISTANCE OF 34.34 FEET TO A POINT OF COMPOUND CURVATURE WITH A 118.00 FEET RADIUS CURVE HAVING A RADIAL TO WHICH BEARS SOUTH 21'49'41" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 51027'56" A DISTANCE OF 105.99 FEET; THENCE SOUTH 40°20'08" WEST 78.20 FEET TO THE BEGINNING OF AN 86.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30032'16" A DISTANCE OF 45.84 FEET; THENCE SOUTH 28000'41" EAST 18.67 FEET; THENCE SOUTH 61'59'19" WEST 26.20 FEET TO THE BEGINNING OF A 240.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTH WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 57000'22" A DISTANCE OF 238.79 FEET TO A POINT ON A 227.84 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 20004'07" EAST; THENCE NORTH WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36031'16" A DISTANCE OF 145.23 FEET; THENCE NORTH 33024'37" WEST 99.07 FEET; THENCE NORTH 66°23'28" EAST 120.28 FEET; THENCE NORTH 23038'13" WEST 532.29 FEET; THENCE NORTH 41057'54" WEST 149.34 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 600,614 SQ. FT. 13.79 ACRES J_"No. 41666 .c. 0!30106 OHN F. YO , PL 665 DA �� iiiiumiwi�iuimumiuuimiuiuuniwum ,� � o�e�� a Q cb I EXHIBIT 'B' LOT 19 � I N y Tp. \ \ S-1 ACUSS_ ROM FT 4.1,99 Lor A \ \ N LOT A 066-23 N3374'37'W 97..14' � 1:2-1110,6 JOHN F. YOU S 4665 DA TE CONSTRUCTION TESTING & ENGINEERING, INC. PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT 19 `_A---51f 1f d=1;2; 711" L 2 SB159J9-W 20.28 JOHN F. YOUNG Exp. 9-30-08 L Na ,665 REVISED TENTATIVE PARCEL MAP 33367 FOR LOT 19 SCALE. l--300' 15-0068 IME l._300, EXHIBIT "A" LOT 20 THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE NORTH 89052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 1321.32 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER FEET OF SAID SECTION 8; THENCE SOUTH 0°00'57" WEST ALONG THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER 896.07 FEET; THENCE NORTH 84057'26" EAST 115.10 FEET; THENCE SOUTH 80°55'40" EAST 31.00 FEET TO A POINT ON THE ARC OF A NON -TANGENT 950.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 80057'11 " WEST, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3040'19" A DISTANCE OF 60.88 FEET; THENCE SOUTH 30001'54" EAST 271.72 FEET; THENCE SOUTH 43°18'12" EAST 180.71 FEET TO THE BEGINNING OF A NON -TANGENT 60.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 46033'01" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44008'05" A DISTANCE OF 46.22 FEET; THENCE SOUTH 0°41'06" WEST 95.11 FEET; THENCE NORTH 79039'49" WEST 503.52 FEET; THENCE NORTH 24'13'40" EAST 50.28 FEET; THENCE NORTH 24011'42" EAST 78.02 FEET; THENCE SOUTH 69°51'12 EAST 40.59 FEET; THENCE NORTH 20'03'17" EAST 15.59 FEET; THENCE NORTH 48018'02" EAST 13.21 FEET TO THE BEGINNING OF NON -TANGENT 57.00 FEET RADIUS CURVE CONCAVE NORTHERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 37037'19" EAST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50056'06" A DISTANCE OF 50.67 FEET; THENCE NORTH 70°05'07" EAST 5.56 FEET; THENCE NORTH 59028'05" EAST 5.26 FEET; THENCE NORTH 57'17'10" EAST 6.01 FEET; THENCE NORTH 63023'36" EAST 6.23 FEET; THENCE NORTH 61045'27" EAST 4.67 FEET; THENCE NORTH 48°16'59" EAST 4.08 FEET TO THE BEGINNING OF A NON -TANGENT 57.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL LINE FROM WHICH BEARS NORTH 45030'55" WEST; THENCE NORTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66018'23" A DISTANCE OF 65.96 FEET; THENCE NORTH 8017'25" WEST 35.32 FEET; THENCE NORTH 10036'56" EAST 57.87 FEET; THENCE NORTH 10058'24" EAST 69.75 FEET TO THE TRUE POINT OF BEGINNING. 11111111111111111111111111111111111111111111111111111110.0WmPw°� 1 REFERENCE IS MADE TO EXHIBIT `B" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 105,642 SQ. FT. 2.43 ACRES + No. 4665 OHN F. Y4 , LS 466 DA E 111111111111111ll�llllllfll �p";w°`��• 2 6 5 7 8 N8932'23 E 1321.32' I RIVERSIDE COUNTY CALIFORNIA SHEET 1 _OF 2 EXHIBIT 'B' LOTS 20 & 22 — \�\ SEC77ON LINE�' L07' A L07' B LAND L0'A i Q. � Go �cua,�r, co 0'. wno 0 1 @� m Im SCALE.- 1 "=100' 1 0 I - JOHN F. YOUNG Exp. 9-30-08 No. 4665 JOHN F. YOUNG LS 4665 DA TE �9TF °F ca\'-' � REVISED TENTATIVE JOB No: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"-100' 1441NMONTIEL OIADESUITEE1151ESCONDIDO CAR 92026GPH:(760) 746-[495 5 1' QR LOTS 2� BC 21 oar oeawN BY: 10/27/06 JPR RIVERSIDE COUNTY CALIFORNIA SHEET 2 OF 2 EXHIBIT 'B' LOTS 20 & 22 AIVIII�IIIINYIIIIVIIIIInIIIII�IAI�NIIIn20147-0076268 20 REVISED TENTATIVE '' 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 WALE 1'=100' PLANNING -CIVIL ENGINEERING -LAND SURVEYING -GEOTECHNICAL FOR LOTS 20 & 21 �n/n-r/neDPIM inn 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA, 92026, PH:(760) 746.4955 DATA TABLE No. DEL TA IBEAR/NG RAD/US LENGTH 11 A =J40'19" 950.00 60.88' 21 0 =44'08'05" 60.00' 46.22' 3 I N2473'40"E — 50.28' 41 1 S69 51'12"E — 40.59 5 N20 03'17"E — 15.597--- 61 N4878'02"E — 13.21' 7 L =5056 06 57.00' 50.67 81 1 N70 05'07"E — r'-- 5.56 91 1 N5928'05"E — 5.26 101 1 N5777'10"E — 6.01 Ill I N632336"E — 6.23 121 1 N61 '4527"E — 4.67 13 N4876'S9"E — 4.08 14 S087725"E — 35.32' 15 S8055'40"E — 31.00' AIVIII�IIIINYIIIIVIIIIInIIIII�IAI�NIIIn20147-0076268 20 REVISED TENTATIVE '' 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 WALE 1'=100' PLANNING -CIVIL ENGINEERING -LAND SURVEYING -GEOTECHNICAL FOR LOTS 20 & 21 �n/n-r/neDPIM inn 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA, 92026, PH:(760) 746.4955 EXHIBIT "A" LOT 22 THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER AND THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE NORTH 89052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 1321.32 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 8; THENCE SOUTH 0000'57" WEST ALONG THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER 896.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 84°57'26" EAST 115.10 FEET; THENCE SOUTH 80055'40" EAST 31.00 FEET; THENCE SOUTH 10°58'24" WEST 69.75 FEET; THENCE SOUTH 10°36'56" WEST 57.87 FEET; THENCE SOUTH 8017'25" EAST 35.32 FEET TO THE BEGINNING OF A NON -TANGENT 57.00 FEET RADIUS CURVE CONCAVE WESTERLY, A RADIAL LINE TO WHICH BEARS SOUTH 68°10'42" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66018'23" A DISTANCE OF 65.96 FEET; THENCE SOUTH 48°16'59" WEST 4.08 FEET; THENCE SOUTH 61045"27" WEST 4.67 FEET; THENCE SOUTH 63°23'36 WEST 6.23 FEET; THENCE SOUTH 57017'10" WEST 6.01 FEET; THENCE SOUTH 59°28'05" WEST 5.26 FEET; THENCE SOUTH 70°05'07 WEST 5.56 FEET TO THE BEGINNING OF A NON -TANGENT 57.00 FEET RADIUS CURVE CONCAVE NORTHERLY, A RADIAL LINE TO WHICH BEARS NORTH 13018'47" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50056'06" A DISTANCE OF 50.67 FEET; THENCE SOUTH 48°18'02" WEST 13.21 FEET; THENCE SOUTH 20'03'17" WEST 15.59 FEET; THENCE NORTH 69°51' 12" WEST 40.59 FEET; THENCE SOUTH 24'11'42" WEST 78.02 FEET; THENCE NORTH 64037'29" WEST 151.50 FEET; THENCE NORTH 29°10'52" EAST 266.14 FEET; THENCE NORTH 84057'26" EAST 53.90 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 639531 SQ. FT. 1.46 ACRES V >O .�. No. 4665 OHN F. YOUW, PLS 466Y DATt I I O N O O 0 N a CZ 0 J 6 5 7 8 N8952'23 -E RIVERSIDE COUNTY CALIFORNIA EXHIBIT V LOTS 20 & 22 U -k---- 1321.32' I i� 0 a 0 +3 h A ly N845. N8457'26"E y- 115 Lor A SECAON UNE ---' JOHN F. YOUNG Exp. 9-30-08 No. 4665 SHEET 1 OF 2 1 SCA LE. 1 "=100' S 9G Z rl Iwmw r� flO R tU CU ¢' 0 MM I� w!!! REVISED I 1_ REVISED TENTATIVE i"'" 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE I.=l00' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL FOR LOTS 20 & 21 ,n/nom 1— inn 1441 MONTIEL ROAD, SUITE 11.5 ESCONDIDO CA. 92026, PA:(760) 746-4955 RIVERSIDE COUNTY CALIFORNIA EXHIBIT W 1 LOTS 20 & 22 mammnuiuiiaiumuumiiiiiiiaiimim 62/01/200? 08: SHEET 2 OF 2 REVISED TENTATIVE ''' 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SME 1p=100' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL FOR LOTS 20 & 21 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 lQ/27/06 1 Mm JPR DATA TABLE No. DEL TA IBEAR/NG RAD/US LENGTH 11 L =3'40'19" 950.00 60.88' 2 p =44'08'05" 60.00' 46.22' JI I N2473'40"E — 50.28' 41 1 S69 51'12"E — 40.59 5 N20 03'17"E — 15.59 61 1 N4878'02"E — 13.21 71 1 A =5056'06" 57.00' 50.67' 81 1 N70 05'07"E — 5.56 91 1 N5928'05"E — 5.26 101 1 N5777'10"E — 6.01 111 1 N632336"E — 6.23 121 1 N614527"E — 4.67 13 N487659"E — 4.08 14 S087725"E — 35.32' 15 S8055'40"E — 31.00' mammnuiuiiaiumuumiiiiiiiaiimim 62/01/200? 08: SHEET 2 OF 2 REVISED TENTATIVE ''' 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SME 1p=100' PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL FOR LOTS 20 & 21 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 lQ/27/06 1 Mm JPR EXHIBIT "A" LOT 23 THAT PORTION OF THE EAST HALF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 8; THENCE NORTH 0003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89°52'48" WEST ALONG SAID SOUTHERLY RIGHT-OF-WAY A DISTANCE OF 1988.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE DEPARTING SAID RIGHT-OF-WAY SOUTH 0007'12" EAST 123.24 FEET TO THE BEGINNING OF A 183.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32034'49" A DISTANCE OF 104.06 FEET TO A POINT OF REVERSE CURVATURE WITH A 267.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36054'12" A DISTANCE OF 171.97 FEET TO A POINT OF REVERSE CURVATURE WITH A 333.00 FEET RADIUS CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 8017'50" A DISTANCE OF 48.22 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 41006'44" A DISTANCE OF 22.96 FEET TO A POINT OF REVERSE CURVATURE WITH A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 122032'06" A DISTANCE OF 134.73 FEET TO A POINT OF REVERSE CURVATURE WITH A 32.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28040'23" A DISTANCE OF 316.78 FEET; THENCE NORTH 90000'00" WEST 428.65 FEET TO A POINT ON THE ARC OF A NON -TANGENT 82.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 86'35'18" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46044'15" A DISTANCE OF 66.89 FEET; THENCE NORTH 50008'57" WEST 134.38 FEET TO THE BEGINNING OF A 47.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29029'38" A DISTANCE OF 24.19 FEET; THENCE NORTH 4°13'09" WEST 26.65 FEET; THENCE NORTH 16050'59" WEST 18.54 FEET; THENCE NORTH 28012'57" WEST 19.28 FEET TO THE BEGINNING OF A 37.00 FEET RADIUS CURVE CONCAVE. EASTERLY; THENCE NORTHERLY ALONG THE ARC OF III�n aAe;Wm��. SAID CURVE THROUGH A CENTRAL ANGLE OF 54007'55" A DISTANCE OF 34.96 FEET; THENCE NORTH 27°09'48" EAST 40.67 FEET TO THE BEGINNING OF A 250.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22050'21" A DISTANCE OF 99.65 FEET TO A POINT OF REVERSE CURVATURE WITH A NON -TANGENT 82.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY HAVING A RADIAL TO WHICH BEARS SOUTH 85040'33" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54026'03" A DISTANCE OF 77.90 FEET; THENCE NORTH 27059'09" EAST 16.70 FEET TO THE BEGINNING OF A 56.00 FEET RADIUS CURVE CONCAVE SOUTHEASTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28038'36" A DISTANCE OF 28.00 FEET; THENCE NORTH 19°10'35" EAST 27.25 FEET TO THE BEGINNING OF A 100.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35032'06" A DISTANCE OF 62.02 FEET; THENCE NORTH 40°04'06" WEST 64.22 FEET; THENCE NORTH 42°39'54" WEST 47.50 FEET; THENCE NORTH 37036'08" WEST 102.14 FEET TO A POINT ON SAID SOUTHERLY RIGHT-OF-WAY OF THE ALL AMERICAN CANAL; THENCE NORTH 89052'48" EAST ALONG SAID RIGHT-OF-WAY 215.01 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 166,459 SQ.FT. 3.82 ACRES tmo 5lf'. - * f._No. 4688 OHN F. YO G , P 4665 DYrE 1111111111IIIIIIIVIgI 02/01/ ����,�• SCALE: 1 "=300' RIVERSIDE COUNTY CALIFORNIA EXHIBIT "B" LOT 23 TPM 33367 SHEET 1 OF 2 F. LS 4665 ©Z �Im JOHN F. YOUNG Exp. 9-30-08 No. 4665 U REVISED TENTATIVE 'u" " 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"-300' V—=rrPLANNING - CIVIL ENGINEERING - LAND SURVEYING -GEOTECHNICALs7 DATE DRAWN 6Y. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746-4955 LOT Fra 11/15/061 JPR RIVERSIDE COUNTY CALIFORNIA EXHIBIT 'B' ►lrlyar4i iI�N�NI��I�N�ll�ll��lulu�l �A�a.7 ;w. SHEET 2 OF 2 REVISED TENTATIVE Joe ND: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"-100' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 LOT 23 11/15/061 JPR DATA TABLE No. I DEL TA BEARING RADIUS LENGTH 11 S00 07'12 "E - 123.24' 21 1 A =323449" 183.00' 104.06' 3 I 0 =3654'12" 267.00' 171.97' 41 A =8'17'50" 333.00' 48.22' 5 I 0=410644" 3200' 22.96' 6 I A =12232'06 63.00' 134.73' 7 0 =4J4549 " 32 00' 24.44' 8 I 0 =4644'15" 82 00' 66.89' 9 I 0 =292938" 47.00' 24.19' 10 I N0473'09"W - 26.65' Ti- I N1650'59"W - 18.54' 12 1 N28'12'57"W - 19.28' 13 I 0 =54'07'55" 37.00' 34.96' 14 1 N27'09'48"E - 40.67' 151 1 A =2250'21 " 250.00' 99.65' 16 I 0 = 54 26'03" 82.00' 77.90' 17 I N2759'09 "E - 16.70' 18 1 p =283836" 56.00' 28.00' 191 1 N19'10'35"E - 27.25' 20 A=3532'06" 100.00' 62.02' 21 N40 04'06 "W - 64.22' 22 N42 3954 "W - 47.50' 23 I N37 36'08 "W - 102.14' iI�N�NI��I�N�ll�ll��lulu�l �A�a.7 ;w. SHEET 2 OF 2 REVISED TENTATIVE Joe ND: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE 1"-100' PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL DATE: DRAWN BY: 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 LOT 23 11/15/061 JPR EXffiBIT "A" LOT B THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 6 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN, MORE ACCURATELY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 8, THENCE NORTH 89052'23" EAST ALONG THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 1321.32 FEET TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER FEET OF SAID SECTION 8; THENCE SOUTH 0000'57" WEST ALONG THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER 896.07 FEET; THENCE NORTH 84057'26" EAST 115.10 FEET TO A POINT ON THE ARC OF A NON -TANGENT 919.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE TO WHICH BEARS NORTH 80057'14" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7017'32" A DISTANCE OF 116.96 FEET TO A POINT OF COMPOUND CURVATURE WITH A 84.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36017'49" A DISTANCE OF 53.53 FEET; THENCE NORTH 34°32'35" WEST 57.46 FEET TO THE BEGINNING OF A 115.50 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL OF 32005'49" A DISTANCE OF 64.70 FEET TO A POINT OF REVERSE CURVATURE WITH A 34.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 70031'44" A DISTANCE OF 42.47 FEET; THENCE NORTH 77°00'38" WEST 32.80 FEET; THENCE NORTH 30058'20" EAST 32.67 FEET; THENCE SOUTH 77°00'38" EAST 22.71 FEET TO THE BEGINNING OF A 34.50 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 80015'14" A DISTANCE OF 48.32 FEET; THENCE NORTH 26'46'16" EAST 171.30 FEET TO THE BEGINNING OF A 34.50 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE OF 54.19 FEET; THENCE SOUTH 63013'44" EAST 100.00 FEET TO A POINT OF CUSP WITH A 34.50 FOOT RADIUS CURVE CONCAVE SOUTHERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 26046'16" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90000'00" A DISTANCE OF 54.19 FEET; THENCE SOUTH 26046'16" WEST 196.27 FEET TO THE BEGINNING OF A 84.50 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 61018'51" A DISTANCE OF 90.43 FEET; THENCE SOUTH 34032'35" EAST 57.46 FEET TO THE BEGINNING 1111111111111111�IIIIR911RIIIRIMIIIIBIIIIIIn �`�"'�Pe��u OF A 115.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36017'49" A DISTANCE OF 73.17 FEET TO A POINT OF COMPOUND CURVATURE WITH A 950.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7017'35" A DISTANCE OF 120.92 FEET; THENCE NORTH 80055'40" WEST 31.00 TO THE TRUE POINT OF BEGINNING. CONTAINING: 20,424 SQ. FT. 0.47 ACRES / LAND sG\ �O y0 700 NO. 4665 JOHN F YOUNG, PLS 665 DATE 111111111111111111iaiiimiiiiu�muu�Wiiiiwu 54 �n�ro���W 2 m EXHIBIT "B 11 SHEET 1 OF 1 �\ • � \ LOT B 6 .5-1- N895223"E \_ _ _ SECTION 7 8 1321.32' LINE A=90'00'00 R= 34.50' L= 54.19' L07 I A=80'15'14" D=90 00'00" Z R= 34.50' `� 1``' R= 34.50' L= 48.32' �L= 54.19' S77100'381E 22.71' N30 58'20 "E 32.67' r J J J N77'00'38 "W 32.80' A=7031'44" R= 34.50' L= 42.47' A=32 05'49" R=115.50' N343235"W L= 64.70' 57.46' — A=36'17'49" h R= 84.50' o L= 53.53' 0 0=07'17'32" R=919.00,— =919.00 —L=116.96' L=116.96' �. I T.P.O.B. -- N8055'40 "W 31.00' LJr 3 0= 61'18'51 " R= 84.50' L= 90.43' S34 32357- - 57.46' Lor l A=36'17'49" R=115.50' L= 73.17' A= 07'17'35" R=950. 00' L=120.92' SCALE: 1 "=100' LAND 0 Co � cuTjW) co 0 0 O �In ' cu i, a I10 I� N N84 5726 "E 115.10 JOHN F. YOUNG ' 0 Q- Exp. 9-30-08 c No. 4665 LQ D.� F SFO JOHN F. YOUR 4665 A T °F cA� REVISED TENTATIVE JOB N0: 15-0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SCALE i"=100' sz-ig PLANNING - CIVIL ENGINEERING - LAND SURVEYING - GEOTECHNICAL onTE. DRAWN BY. 1441 MONTIEL ROAD, SUITE 115 ESCONDIDO CA. 92026, PH:(760) 746.4955 LOT B 11/7/06 JPR Parcel name: LOT B North: Curve Length: Delta: Chord: Course In: RP North: End North: Curve Length: Delta: chord: Course In: RP North: End North: Line Course: North: Curve Length: Delta: Chord: Course In: RP North: End North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: Line Course: North: Line Course: North: curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: 14403.1852 116.96 7-17-32 116.89 N 80-57-14 W 14547.6789 14519.5517 53.53 36-17-49 52.64 N 88-14-46 w 14522.1379 14570.0515 N 34-32-35 w 14617.3814 64.70 32-05-49 63.86 N 55-27-25 E 14682.8728 14677.9433 42.47 70-31-44 39.84 S 87-33-14 w 14676.4708 14709.4589 N 77-00-38 w 14716.8314 N 30-58-20 E 14744.8433 S 77-00-38 E 14739.7387 48.32 80-15-14 44.47 N 17-01-30 E 14772.7268 14757.1871 N 26-46-16 E 14910.1259 54.19 90-00-00 48.79 N 63-13-44 w 14925.6657 14956.4677 S 63-13-44 E 14911.4250 54.19 90-00-00 48.79 S 26-46-16 W 14880.6229 14896.1627 s 26-46-16 W 14720.9303 Leng Leng Leng Leng Leng Leng Leng LOT B.tXt East . Radius: Tangent: Course: Course out: East East . Radius: Tangent: Course: Course Out: East East . the 57.46 East . Radius: Tangent: Course: Course out: East East . Radius: Tangent: Course: Course out: East East the 32.80 East . the 32.67 East . the 22.71 East Radius: Tangent: Course: Course Out: East East the 171.30 East . Radius: Tangent: Course: Course Out: East East the 100.00 East Radius: Tangent: Course: Course Out: East East the 196.27 East Page 16805.9400 919.00 58.56 N 05.-24-00 S 88-14-46 15898.3704 16816.9398 84.50 27.70 N 16-23-41 N 55-27-25 16732.4794 16802.0821 E E W E 16769.5008 115.50 33.22 N 18-29-41 w S 87-33-14 W 16864.6382 16749.2434 34.50 24.40 N 37-42-38 W N 17-01-30 E 16714.7749 16724.8761 16692.9154 16709.7281 16731.8570 34.50 29.08 N 66-53-53 E S 63-13-44 E 16741.9582 16772.7603 16849.9185 34.50 34.50 N 18-13-44 W N 26-46-16 E 16819.1164 16834.6562 16923.9375 34.50 34.50 S 71-46-16 w N 63-13-44 w 16908.3977 16877.5957 16789.1903 1 INIU�IUII�INI�IIIA�II�hI�uIMN�IINN az/0 `56 ��°�& curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: Curve Length: Delta: Chord: Course In: RP North: End North: Curve Length: Delta: chord: Course In: RP North: End North: Curve Length: Delta: Chord: Course In: RP North: End North: Line Course: North: 90.43 61-18-51 86.17 s 63-13-44 E 14682.8691 14634.9555 S 34-32-35 E 14587.6257 73.17 36-17-49 71.95 S 55-27-25 W 14522.1343 14518.5992 60.04 3-37-16 60.03 N 88-14-46 W 14547.6753 14458.6850 60.88 3-40-19 60.87 N 84-37-30 W 14547.6753 14398.2938 N 80-55-40 w 14403.1818 LOT B Radius: Tangent: Course: Course out: East East Length: 57.46 East . Radius: Tangent: Course: Course Out: East East Radius: Tangent: Course: Course out: East East . Radius: Tangent: Course: Course Out: East East Length: 31.00 East txt 84.50 50.09 S 03-53-10 E S 55-27-25 W 16864.6330 16795.0303 16827.6116 115.50 37.86 S 16-23-41 S 88-14-46 16732.4742 16847.9201 950.00 30.03 S 03-33-52 S 84-37-30 15898.3652 16844.1880 950.00 30.45 S 07-12-40 S 80-57-11 15898.3652 16836.5470 Perimeter: 1420.57 Area: 20,424 sq. ft. 0.47 acres E E w E w E Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0061 Course: S 57-02-51 w Error North: -0.00334 East : -0.00515 Precision 1: 232,877.05 Page 2 IIIIIIhINIIIIIVN�I�IMIMIIINIUIVMMIIuu e�a;���57 '