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Deed 2008/CITY to RDA, 13 SRR parcelsTHIS DOCUMENT CORRECTS DOCUMENT # 2007 - 0076268 RECORDED ON FEBRUARY 1, 2007 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: La Quinta Redevelopment Agency 78 -495 Calle Tampico La Quinta, California 92253 Attention: Agency Secretary DOC # 2008 - 0037787 01/24/2008 08:00A Fee:NC Page 3 of 57 Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk d Recorder 11111111111111111111111IN11111181111III1111 11111111 S R U I PAGE SIZE DA MISC I LONG I RFD COPY 5, M A L 1 465 426 1 PCOR NCOR SMF CHG E^%" r'l ✓Y) L CTY UNI SPACE ABOVE THIS LINE FOR RECORDER'S USE (EXEMPT FROM RECORDERS FEE PURSUANT TO GOVERNMENT CODE SECTIONS 27383 AND 6103) GRANT DEED i FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, the CITY OF LA QUINTA, a California municipal corporation and charter city (the "City "), hereby grants to the LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate and politic ( "Agency "), 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 further subject to the following: A. Nondiscrimination. Agency, 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, ancestry, 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: 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, 882/015610.0084 870350.01 al2/13/07 -1- 191 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. B. Correction of Prior Grant Deed. Agency and City hereby acknowledge and agree that the purpose of this Grant Deed is to facilitate the correction of certain errors discovered in that certain Grant Deed executed by Agency, as "Grantor," and by City, as "Grantee ", pursuant to which the Agency conveyed the Property to the City (the "Original Grant Deed "). The Original Grant Deed was recorded against the Property on February 1, 2007, as Instrument No. 2007 - 0076268, in the Official Records of the County of Riverside. After the recordation hereof, the Agency and City contemplate that the Agency will record a Parcel Map against the Property, and that promptly thereafter Agency will convey certain portions of the Property, including the parcels that contain the Arnold Palmer Golf Course, driving range, and maintenance facilities, back to City. 8821015610 -0084 870350.01 al2/13/07 [end — signature page follows] -2- z APPROVED AS TO FORM: RU�TAN && TUC R, LLP Cit' y Attorney a ATT T: IVA APPROVED AS TO FORM: RUTAN & TUC R, LLP gency Counsel 882/015610 -0084 870350.01 e12/13/07 -3 "City" CITY OF LA QUINTA, a California municipal corporation and charter c.c /i /tV By l� /• /V.P/G�a-�Le City Manager "Agency" LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate and politic By:�j�`�`" Executive Director r State of California ) County of 7B ye"s Ide On � c20P , before me, �9 el) ;eZ IleV),:516 [ e Notary Public, ( inset[ name-and title of the of the o personally appeared 'Z ' -5 V Cy�ire'e' , who proved to me on the basis of satisfactory evidence to be the person($) whose name( is /ace subscribed to the within instrument, and acknowledged to me that he /s*/thty executed the same in his/hpt(th* authorized capacity(ias), and that by his/hwItWr signature(f4on the instrument the person(yt), or the entity upon behalf of which the person(p) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature 882/015610-0084 870350.01 a12/13/07 M2 (seal) } AGENCY'S ACCEPTANCE This is to certify that the interest in real property conveyed by the Grant Deed dated &e � / , 2007 from the CITY OF LA QUINTA a California municipal corporation and charter city ( "City"), to the LA QUINTA REDEVELOPMENT AGENCY, a public body, corporate and politic (the "Agency"), is hereby accepted by the undersigned officer or agent on behalf of the Grantee pursuant to authority conferred by Resolution No. 2002 -12, adopted by the Agency Board of Directors on June 18, 2002, and the Agency consents to recordation thereof by its duly authorized officer. Dated: 714? By Executive Director 882/015610 -0084 670350.01 x12/13/07 ffol f 882/015610 -0084 870350.01 al2/13/07 ATTACHMENT NO. 1 LEGAL DESCRIPTION OF PROPERTY [TO BE INSERTED] -5- I r EXHIBIT "A" LOT i 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 0 005'35" EAST ALONG THE WESTERLY LINE OF SAID SECTION .5, A DISTANCE OF 1122.03 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89 055'34" EAST 214.65 FEET; THENCE SOUTH 46 °56'31" EAST 183.45 FEET; 'THF,NCE 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 78 040'20" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 48 041'07" A DISTANCE OF 411.69 FFET TO A POINT OF REVERSE CURVATURE WITH A 419.50 FEET RADIUS CURVE CONCAVE SOUTHWES'T'ERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 13 040'29" A DISTANCE OF 100.12 FEET; THENCE SOUTH 46 °52'17" EAST 259.37 FEET; THENCE SOUTH 35040'13" EAST 45.17 FEET; SOUTH 37 000'02" 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 26 013'42" A DISTANCE'. OF 380.18 FEET; THENCE SOUTH 63 °13'44" EAST 276.58 FEET; THENCE SOL)TH 26 °46'16" WEST 10.00 FEET; THENCE SOUTH 63 °13'44" EAST 127.85 FEET TO THE IEGINNING OF A 835.00 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3 040'30" A DISTANCE OF 5156 FEET TO A POINT OF COMPOUND CURVATURE WITH A 42.50 FEET RADIUS CURVE, CONCAVE SOUTHWESTERLY; T'HENC'E SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44 013'48" 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 79 002'42" 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 46 036'44" A DISTANCE OF 34.58 FEET T'O 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 5 021'01" A DISTANCE OF 77.69 FEET; THENCE SOUTH 42 024'23" EAST 132.50 FEET TO THE BEGINNING OF A 273.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG 111111�IIIIIIVIIIIII !111111VIIIiIIIIIIIVIIIINIIlI e8rrs�' of 586$ @R THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 23 035'12," A DISTANCE OF 112.38 FEET; THENCE SOUTH 22'56'12" EAST 128.47 FEET; THENCE. SOUTH 61 000'18" 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 COACHEI.LA 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 0 00013" 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 28 030'00 "' A DISTANCE OF 396.04 FEET; THENCE DEPARTING SAID RIGHT OF WAY SOUTH 28 026'57" 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 11 007'51 "' A DISTANCE OF 123.59 FEET; THENCE NORTH 61 °18'32" WEST 59.48 FEET; THENCE NORTH 74 000'12" 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 75035'12" WEST 93.50 FEET; THENCE NORTH 36 °40'12" WEST 162.00 FEET; THENCE NORTH 19"34'16" EAST 61.50 FEET; THENCE NORTH 36 °00'03" WEST 172.49 FEET; THENCE NORTH 45 015'12" WEST 214.00 FEET; THENCE NORTH 43 °10'12" WEST 173.00 FEET; THENCE NORTH 45 °25'12" WEST 146.00 FEET; THENCE NORTH 13 055'12" 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 5 055'12" WEST 209.00 FEET; THENCE NORTH 10'19'48" EAST 180.50 FEET; THENCE NORTH 4 °39'48" EAST I11.00 FEET; THENCE NORTH 2040'12" WEST 88.50 FEET: THENCE NORTH 14'00'12" WEST 202.00 FRET'; THENCE NORTH 64 040'12" WEST 186.00 FEET; THENCE NORTH 67 °50'12" WEST 187.00 FEET; THENCE SOUTH 76 °54'48" WEST 124.00 FEET; THENCE SOUTH 37 009'48" WEST 122.00 FEET; THENCE SOUTH 89 °29'48" WEST 135.00 FEET; THENCE NORTH 719512" WEST 153.50 FEEL' 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 72 024'45" 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 26 034'48" EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 77 030'00" 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 105 045'44" A DISTANCE OF 86.76 FEET; THENCE SOUTH 88 °19'48" WEST 75.49 FEET; THENCE NORTH 72 °20'12" WEST 64.00 FEET; THENCE SOUTH 89 049'48" WEST 88.50 FEET; THENCE NORTH 48 °10'12" WEST 89.50 1111111111111111111 IIIIIIIIII VIII II VIII IIII IIII @2 008 of75S6 @@R 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 97 045'00" A DISTANCE OF 153.55 FEET; THENCE NORTH 8 °04'30" EAST 1 16.00 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 0 004'37" EAST 988.43 FEET; THENCE NOR'T'H 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 HERE'T'O 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 SOFT. 1.46 ACRES TOTAL 790,211 SQ. FT. 18.15 ACRES AHN F. YO N LS 46 2007-0076268 111111 1111111 VIII IIII 111111 VIII VIII III VIII IIII IIII 02! @1!9 of 58 00R a Vt A MMMME�� [I I 7 I �1 I a I I _I I �I �I I I I SCALE: 1 " =600' EXHIBIT "B" _LOT I n � II GOLF COURSE /OPEN SPACE \ 113 \ SECTION UNE q F677 I CC' MS ROAD — — — LOT i LOT 19 LOT 1 LOT i II v JOHN F. YOUNG A Exp. 9- 30 -08> * Na 4"S r JO 9 0 lF or OA1�� JOHN F YOUNG LS 4665 DATE REVISED TENTATIVE CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 54% PIANNI'IG CIVIL Lt GIN6fpl Nf .[AND SURIPING GE CiECHWA: LOT 1 '46iWII ppAG 6UIlg'16In[01GI00 CF 62626 PN(,601:I64055 I N SHEET 1 OF 2 �9^ ld 0 w m m O mj N0 0 m tL a e _61W 1 EXHIBIT "B" LOT 1 DATA - TABLE .W- 0. DELTA EARING RADIUS _LENGTH 1 N895534 E - 214.65 2 S465631 E - 183.45 3 S7828 38 E - 164.75 4 = 48'4101" 484.50' 411.69' 5 A= 13'4029" 419.50' 100.12 6 5465217 E - 259.37 7 1 5354013 E - 45.17 8 1 S37 -0002 - 420.32 9 A= 2673'42" 830.50' 1 380.18' 10 5637344 E - 1 276.58 11 S26 4616 W - W. 00 12 56373 44 E - 127.85 13 A= 03'40'30" 835.00' 53.56' 14 A = 4473'48" 42.50' 32.81' 15 A 79-02'42" 6250' 86.22' 16 = 463644" 4250' 34.58' 17 0= 052101" 832.00' 77.69' 18 S4224 23 E - 1 132.50 19 = 23'35'12" 273.00' 112J8' 20 5225612 E - 118.47 11 S00 -0712 E - 72.66 22 O 5895235 W - 121.73 13 S895456 W - 20.00 24 S00'00'13 'E - 420.29 15 0= 2830'00" 796.20' 396.04' 26 5282956 E - 74.10 27 L =11 -0751 " 636.20' 123.59' 28 N617832 W - 59.48 29 N74 -0012 V - 188.00' 30 N357012 W - 68.00 31 N403512 W N08-0430 -E 111.50 32 N405012 W - 11550 293.00 N753512 W - 93.50 E 3433 N36'40'12 'W - 16200 35 1 11193476 - 61.50 SHEET 2 OF 2 IIIIIIIIIIIII IIII IIII VIII III II II III IIII 00 & 2 00�G -GOA CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367 ' 1• =600' 6NV14 CIVIL ❑I61h6EGING LAND SunnyIUG GfU11GNNI�IA, LET 1411 IJA,IIU 110 AD Sj,IL n5 ESS011D 00 CA 02626 PH p5n� 1e6 I . 1 11 �6�U6. - DATA TABLE No. I DELTA EARING RADIUS LENGTH 36 N36 -00 03 W 172 49 37 k4-575'12 0W -= 214.00 38 N4370'12 W - 173.00 39 N4525'12 'W - 146.00 40 N135512 "W - 198.50 41 S8159'48 W - 18200 41 N5875'12 0W - 187.50 43 N46 -00'12 W - 180.50 44 N3150'12 "W - 108.00 45 N0555'12 W - 209.00 46 N107948"E - 180.50 47 N043948E - 111.00 48 NO2'40'12 -W - 88.50 49 N14190'12 0W - 20200 50 1 N64 4012 W - 186.00 51 N6750'12 'W - 187.00 51 S7654 48 W - 124.00 53 S37 -0948 "W - 12200 54 58929'48 "W - 135.00 55 N7175 12 W - 153.50 56 = 7224'45" 70.00" 88.47' 57 A J24'S7 W - 59.00 58 = 7730'00" 135.00' 182.61' 59 0= 10545'44" 47.00' 86.76' 60 58879 48 W - 75.49 61 N722012 W - 64.00 62 389 49'48 W - 88.50 63 N4870'12 'W - 89.50 64 N383512 W - 230.50 65 & = 9T45'00" 90.00 153.55' 66 N08-0430 -E - 116.00 67 N07 -05 05 - 293.00 68 N45'45'12 W 14 .00 69 N5325'12 W - 284.00 IIIIIIIIIIIII IIII IIII VIII III II II III IIII 00 & 2 00�G -GOA CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367 ' 1• =600' 6NV14 CIVIL ❑I61h6EGING LAND SunnyIUG GfU11GNNI�IA, LET 1411 IJA,IIU 110 AD Sj,IL n5 ESS011D 00 CA 02626 PH p5n� 1e6 I . 1 11 �6�U6. - EXHIBIT "A" LOT 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 89 052'13" 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 89 052'13" WEST, ALONG SAID SOUTHERLY LINE OF SECTION 8 A DISTANCE OF 390.45 FEET TO THE SOUTH '/4 COR OF SAID SECTION 8; THENCE NORTH 89 031'34 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" FAST; THENCE NORTHEASTERLY ALONG SAID RIGHT -OF - WAY THE FOLLOWING COURSES: THENCE NOR'T'HEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1 034'00" A DISTANCE OF 37.53 FEET; THENCE NORTH 34 037'04" 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 6 026'22" A DISTANCE OF 167.73 FEET; THENCE NORTH 28 °10'42" 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 56 040'38" A DISTANCE OF 767.82 FEET; THENCE NORTH 28 °29'56 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 28 030'00" A DISTANCE OF 326.41 FEET; THENCE NORTH 0000'13" WEST 420.44 FEET; THENCE SOUTH 89 °56'20" WEST 10.00 FEET; THENCE NORTH 0 000'13" 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 89 052'26" A DISTANCE OF 370.96 FEET; THENCE NORTH 89 °52'48" EAST 94.00 FEET; THENCE DEPARTING SAID RIGHT -OF -WAY THE FOLLOWING COURSES: THENCE SOUTH 37 °36'08" EAST 102.14 FEET; THENCE SOUTH 42 °39'54" 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 I'0 WHICH BEARS SOUTH 73 138'29" WEST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 35 032'06" 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 III VIII ��IIII�IIII 11111 1111 11 ozJae1 fa 57 SOUTHEASTERLY HAVING A RADIAL LINE TO WHICH BEARS SOUTH 33 °22'15 EAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28 038'36" A DISTANCE OF 28.00 FEET; THENCE SOUTH 27 °59'09" 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 54 026'03" 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 22 °50'21" 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 IIAVING A RADIAL LINE TO WHICH BEARS SOUTH 64 °05'02" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGII A CENTRAL, ANGLE OF 54 007'55" A DISTANCE OF 34.96 FEET; THENCE SOUTH 28 °12'57" EAST 19.28 FEET; THENCE SOUTH 16 050'59" 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 69 020'41" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE. THROUGH A CENTRAL ANGLE OF 29 029'38" A DISTANCE OF 24.19 FEET THENCE SOUTH 50 008'57" 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 75 009'02" 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 50 026'40" 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 TIIROUGH A CENTRAL. ANGLE OF 47 034'55" A DISTANCE OF 174.40 FEET; THENCE SOUTH 22 009 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 46 004'51" 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 44 008'01" A DISTANCE OF 150.97 FEET; THENCE SOUTH 20 °11'30" 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 45 049'59" A DISTANCE OF 156.79 FEET; THENCE SOUTH 26 °06' 10 "EAST 72.34 FEET; THENCE SOUTH 33 °48'46" EAST 52.19 FEET; THENCE SOUTH 33 °48'22" FAST 21.80 FEET TO THE BEGINNING OF A NON - TANGENT 96.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 56 010'27" EAST; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TH'.T20UGH A CENTRAL ANGLE OF 63 020'45" 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 IIIIIIIIIII IIIIIIIII IIIIIIIIIIII 111111 II III 0 /00130 f057 2 5 A CENTRAL, ANGLE OF 39 012'28" A DISTANCE OF 45.85 FEET; THENCE SOUTH 57 030'10" EAST 13.27 FEET TO THE BEGINNING OF A NON - TANGENT 46.00 FEE "C RADIUS CURVE CONCAVE SOUTHEASTERLY RAVING A RADIAL LINE TO WHICH BEARS SOUTH 32 030'25" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 87 031'26 " A DISTANCE. OF 70.27 FEET; THENCE SOUTH 71 008'19" EAST 28.67 FEET; THENCE SOUTH 24 022'35" 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 SOU'T'HWESTERLY HAVING A RADIAL BEARING TO WHICH BEARS SOUTH 46 °27'04" WEST; THENCE. SOU'PIIEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 67 016'50" A DISTANCE OF 117.43 FEE; T 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 64 022'26" 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 SOU'T'HEASTERLY; THENCE SOUTHWESTERLY ALONG THE AR.0 OF SAID CURVE THROUGH A CENTRAL ANGLE OF 84031)'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 18 049153" A DISTANCE OF '12.31 FEET; THENCE SOUTH 22 °16'59" WES "T 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 37 034'59" A DISTANCE OF 41.32 FEET; THENCE SOUTH 15 °18'00" 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 88 002'34" 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 53 043'38" A DISTANCE OF 271.94 FEET; THENCE NORTH 68 005'01" 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 105 017'29 " 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 53 035'27" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAI. ANGLE OF 79 020'50" 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 43 057'59" A DISTANCE., OF 55.25 FEET; THENCE SOUTH 74 025'58" WEST 61.44 FEET TO THE BEGINNING OF A 100.00 FEET RADIUS 11111111111111111111 lII 111111111111111 11111111111111111 2007-0076268 014 of 57 3 CURVE CONCAVE SOUTHEAS'T'ERLY; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54 033'50" 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 CENTRAI. ANGLE OF 38 002'27" 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 39 004'30" A DISTANCE OF 61.38 FFFT; 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 5203'7'10" A DISTANCE OF 25.71 FEET; THENCE SOUTH 36 053'46" EAST 37.34 FEET; THENCE SOUTH 45 015'10" EAST 63.29 FEET; THENCE SOUTH 38 °14'26" EAST 26.81 FEET TO THE BEGINNING OF A 45.00 FEEL' RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 79 035'14" 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 63 035'37" A DISTANCE OF 88.79 FEET; THENCE SOUTH 42 009'44" 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. 4885 ,-,"JOHN VO G, PL 65 I1111111111111111111111111111111111111111111111111111111111 02 15 of057 EXHIBIT "B" LOT 2 SHEET 2 Of 2 DATA TABLE No. DELTA EARING RADIUS LENGTH 1 = 067622" 149240' 167.73' 2 N2870 42 £ - 273.84 3 5895620 W - 10.00 4 N8952 48 E - 94.00 5 53736 08 E - 102.14 6 5423954 E - 47.50 7 54004 06 E - 64.22 8 = 3532'06' 100.00' 62.02' 9 5197035 W - 2725 10 = 263836' 56.00' 28.00' 11 527.5 W - 1 16.70 12 A = 5426'03" 82.00' 77.90' 13 = 2250'21" 250.00' 99.65' 14 S27*09 48 W - 40.67 15 L = 540755" 37.00" 34.96' 16 S2872-57 -E - 19.28 17 S1650'59 E - 18.54 18 S047309 E - 16.65 19 O= 2979'38" 47.00' 1 24.19' 10 S500857 £ - 734.38 21 = 750902 82.00' 10755' 22 0= 5076'40" 37.00" 32.58' 23 0= 473435" 210.00' 174.40' 14 S22'0910 W - 99.07 25 = 4604'51" 187.00' 150.40' 26 � =4408'01' 196.00' 150.97' 97 5207130 "W - 110.44 18 = 4549'59' 196.00' 156.79' 29 S2606'10 E - 7234 30 53348 46 E - 5219 31 S33'4822 E - 21.80 31 0= 63'20'45" -96..00. 154.67 33 0= 397228" 67.00' 45.85' 34 L 873126" 46.00' 70.27 35 S71`08-19 -E SHEET 2 Of 2 2007-0976268 I IGIIII IIIIIII IIIII IIIi llllll lilll 11011111111111111111 6Er61,17 of 57 Geri CONSTRUCTION TESTING & ENGINEERING, INC. I LOT 2 PARCEL MAP 33367 °" i" =soul 'IAN P.Itdi C LL ❑+GIN(E11IN0 LAND SURV,YING, liCBN1.hL I5l' RO',lli, ROAD 5014 V5 f C CND 100 C4 93026 PH JBd' 7'6.'055 11 9 96 DATA TABLE No. DELTA EARING RADIUS LENGTH 36 52422 35 E - f8 48 37 5563844 E - 26.25 38 L= 677630' 100.00' 11743' 39 L= 647226" 72.00 80.89' 40 5880620 W - 44.44 41 Q= 8439'14" 46.00 41 = 16'4953' 220.00' 43 52276 59 W - 44 = 373439" 6300' k67.96' 45 5157800 E - 46 = 4509'13" 128.00' 47 O = 880234' 130.00' 48 = 53'4338" 290.00' 271.94 49 N680501 £ - 58.78 50 A=1057729N 6200 11394' 51 5145841 W - 34.12 52 0= 7970'50 100.00 136.49' 53 N6136 03 W - 41.69 54 4L = 433759" 55.25' 55 5747558 W 61.44 56 = 5433'50" 95.23' 57 51952 08 W K6O.. 12.16 58 = 380227" ' 39.84' 59 L = 39'04 30" 61.38' 60 5154324 W - 20.77 61 L= 5237'10" 28.00' 25.71' 62 S36'53'46 T - 37.34 63 S4575'f0 f - 63.29 64 5387426 £ - 26.81 65 = 7915'14" 45.00' 6251' 66 1 ILI = 63'3537' 80.00' 88.79' 67 1 S4209 44 "W - 154.67 2007-0976268 I IGIIII IIIIIII IIIII IIIi llllll lilll 11011111111111111111 6Er61,17 of 57 Geri CONSTRUCTION TESTING & ENGINEERING, INC. I LOT 2 PARCEL MAP 33367 °" i" =soul 'IAN P.Itdi C LL ❑+GIN(E11IN0 LAND SURV,YING, liCBN1.hL I5l' RO',lli, ROAD 5014 V5 f C CND 100 C4 93026 PH JBd' 7'6.'055 11 9 96 EXHIBIT "A" LOT 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 0 003'49" 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 32 034'49" 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 36 054'12" 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 8 °17'50" 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 41 006'44" 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 122 032'06" 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 43 045'49" 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 28 °40'23" 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 9 020'38" A DISTANCE OF 103.23 TO A POINT OF REVERSE CURVATURE WITH A 497.00 FEET RADIUS CURVE CONCAVE SOUTH WESTERLY; THENCE SOUTHEASTERLY ALONG TILE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16 058'36" 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 TILE ARC OF SAID CURVE THROUGH A CENTRAL, ANGLE OF 42 036'50" A DISTANCE OF 198.58 FEET '1'O A POINT OF COMPOUND CURVATURE WITH A 567.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE SOUTHERLY ALONG THE ARC OF IIIIIIIIIIIIIIVIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIII b2;01�2 Oo7b5660fl SAID CURVE THROUGH A CENTRAL, ANGLE OF 27 030'21" 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 84 °42'41" WEST; THENCE, SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10796'27" 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 1 011'10" 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 21 042'36" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 0 046'06" 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 25 052'36" WEST; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL, ANGLE OF 6617'57" 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 SOU'T'HWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 26000'11" A DISTANCE OF 230.55 FEET; THENCE SOUTH 89 °10'29" WEST 235.22 FEET; ']'HENCE SOUTH 00 000'00" EAST 140.01 FEET; THENCE SOUTH 8990'29 "'WEST 273.96 FEET; THENCE NORTH 24 °22'35" WEST 22.27 FEET; THENCE NORTH 33 058'41" 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 87 031'26" A DISTANCE OF 70.27 FEET; THENCE NOR'T'H 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 630:20145" A DISTANCE OF 106.14 FEET; THENCE NORTH 33048'46" WEST 21.80 FEET; THENCE NORTH 33048'46" WEST 52.19 FEET; TFIENCE 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 NORTLI 20011'30" EAST 110.45 FEET TO THE BEGINNING OF A 196.00 FEET RADIUS CURVE CONCAVE WESTERLY; THENCE NORTHERLY ALONG IIIIIII"]' IIIVIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIII 0010 of 57e6a THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE, OF 44 °08'01" 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" 1'O THE BEGINNING OF A NON- TANGENT 210.00 FEET RADIUS CURVE CONCAVE WESTERLY HAVING A RADIAL LINE 'I'D WHICH BEARS NORTH 67051'40" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE "THROUGH A CENTRAL, ANGLE OF 47 034'55" 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 50 026'40" A DISTANCE OF 32.58 FEET 'LO 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 75 009'02" A DISTANCE OF 107.55 FEET; THENCE NORTH 90 000'00" 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 No. 4688 1'-'2- S e �6...m. — OHN F. YO G . PL ' 665 DA E m7- 5076e66 111111111111111111111111111 Ilill 111111111111111111111 azro�,a@ cf s a @A woo mm SCALE i'" =300 A4' 4 i�15SV' 9,� "N R-'96 40059 = ' L- '56.79" SIDE COUNTY CALIFORNIA SHEET r I OF 2 EXHIBIT "Vl LOT 3 TPM 33367 ------------ —1 —1989-765— ICI I rpaa J/ e_4__ , x,4734'55' R= 210.00' L=174.40� LOT 3 19,66 ACRES L=1509' ,V3J"48'46'W J= A=Aw - 1! L R =230.55 = ,9 w F. YOUNG 8 9 TT 16 SEC 7t /V COR Exp. 9-30-08 N., 0, Ti REVISED TENTATIVE 15-0068 CONSTRUCTION TESTING& ENGINEERING INC. PARCEL MAP 33367 1"=300' NFERtNG LAND SURVFY G.GEOTECHNICAL wr_ wo—H, PLANNING CIVIL Ei_ JPR E 115 ESCONDIDO CA 9226 PH i7601 7 6 4955 LOT 3 11150619 1111 61 GAllEI AGAO a Tj j 124 ZJ -7- )jA 4� 0', 0', A=Aw - 1! L R =230.55 = ,9 w F. YOUNG 8 9 TT 16 SEC 7t /V COR Exp. 9-30-08 N., 0, Ti REVISED TENTATIVE 15-0068 CONSTRUCTION TESTING& ENGINEERING INC. PARCEL MAP 33367 1"=300' NFERtNG LAND SURVFY G.GEOTECHNICAL wr_ wo—H, PLANNING CIVIL Ei_ JPR E 115 ESCONDIDO CA 9226 PH i7601 7 6 4955 LOT 3 11150619 1111 61 GAllEI AGAO a Tj j 124 ZJ A=Aw - 1! L R =230.55 = ,9 w F. YOUNG 8 9 TT 16 SEC 7t /V COR Exp. 9-30-08 N., 0, Ti REVISED TENTATIVE 15-0068 CONSTRUCTION TESTING& ENGINEERING INC. PARCEL MAP 33367 1"=300' NFERtNG LAND SURVFY G.GEOTECHNICAL wr_ wo—H, PLANNING CIVIL Ei_ JPR E 115 ESCONDIDO CA 9226 PH i7601 7 6 4955 LOT 3 11150619 1111 61 GAllEI AGAO RIVERSIDE COUNTY CAL EXHIBIT Y LOT 3 SHEET 2 OF 2 111111111111111111111111111111111111111 $111111111111102�a022 f657 REVISED TENTATIVE' ia— Doss_ CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL, MAP 33367 100' PinNNlt {G GIUI. ENMNEERING -LAND S6PVEYIt {G.G {DTECP61CPl TOT 3 pi"f---- OtU'ia fi, va MONTIE, ROAD, Se EE 115 ESCONTDO CA 02010, PN (M, 74S 4015 LOT 11 /i5 06 JfR EXHIBIT "A" LOT 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 0 003'49" 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 FIGHT -OF -WAY A DISTANCE OF 1988.75 FEET; THENCE DEPARTING SAID RIGHT -OF -WAY SOUTH 0 007'12" EAST 123.24 FEET TO THE BEGINNING OF A 183.00 FEET RADIUS CURVE CONCAVE EASTERLY; THI -NCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE, OF 32 034'48" 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 08 017'50" 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 122 °32'06" 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 43 045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTIEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 28 °40'23" A DISTANCE OF 316.78 FEET; THENCE CONTINUING ALONG "THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9 020'38" A DISTANCE OF 103.23 TO A POINT OF REVERSE CURVATURE WITH A 497.00 FEET RADIUS CURVE CONCAVE SOUTH WES'T'ERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 16 058'36" 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 CENIRAl, ANGLE OF 42 036'50" A DIS'T'ANCE 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 27 030'21" A DISTANCE OF 272.20 FEET; THENCE SOUTH 7 °10'16 WEST 124.73 FEET TO (VIII VIII III III II IIIIIIII 9Nee502/01/266? 7 III II I GOA THE BEGINNING OF A NON - TANGENT 29.50 FEET RADIUS CURVE CONCAVE NORTHWESTERLY HAVING A RADIAL TO WHICH BEARS NORTH 84 042'41" WEST; THF,NCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 107 036'27" 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 1 011'10" A DISTANCE OF 12.73 FEET; "THENCE SOUTH 21 042'36" WEST 75.54 FEET TO A POINT ON THE ARC OF A NON - TANGENT 539.31 FEET RADIUS CURVE CONCAVE SOUTHERLY HA`✓ING A RADIAL TO WHICH BEARS SOUTH 21 042'36" WEST; THENCE EASTERLY ALONG THE ARC; OF SAID CURVE THROUGH A CENTRAL ANGLE. OF 0 046'06" 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 25 052'36" WEST; THENCE SOUTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 60 017'57" 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 24 034'17" 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 51 057'48" 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 4 008'25" A DISTANCE OF 36.71 FEET; THENCE SOUTH 6 °34'32" EAST 103.90 FEET; THENCE, SOUTH 89 °10'29" WEST 250.00 FEET; THENCE NORTH 0 °00'00" EAST 140.01 FEET; THENCE NORTH 89 110'29" 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. aOl -IN F. YOU . PLS >5_ 0.78 ACRES II�IIIII�I�IIIII�IIIIIIIIIIIIIIIII�II 'II� III��IIII��! oz x002 eof 57 COR O I � 1 1 1 1 I I I 1 1 I I ( ( I 1 I 1 �I I UI I I j I I LOT 2 I Q6.N Acrrxa �I I I I I I 1 I I 1 I 1 I I ( 1 I 1 1 I SCALE., 1"--300 SIDE COUNTY CALIFORNIA EXHIBIT "B" LOT 4 TPM 33367 SHEET 1 OF 2 ALL AMERICAN CANAL _ - — 4 _ 6852't6'w taas7sr I I � I � i I 1 I \ � I I I I 0.77 ACRT -0 "� I 7Y \ I � I LOT 3 I 79..56 ACAGS p. 7' W R =567.000000pppppp I Lp277P�' I I I I OJ 0 M1 f0 N !L 0r�r � � a mm mm NN m� nmi m e R b _ Odi - 2I Q= %9a'it' I R =9a$,Qa; I t= 230.55 T.P,a,6 I N69Ta'23i' I L. Ja R-5 0 00' I �.�. 23522' c ' o LpT d C* 36.7t +77N .Ta 029 ICU90 sesTaze'w I zsaao' hi sEOR LCir� � !11 JOHN F. YOUNG Exp, 9 -30 -09 f , ' Nc. 4466 ONN _r9- YOUM `� l 5 4665 A rE _�T of ca4% REVISED TENTATIVE ° ' °' 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 PLANNING-CIVIL ENGINEERING -LAND SURVEYING- GEOTECNNICAL 1441 NORTIEL ROAD, SUITE 115 ESCONDIDO CA 91025, P11:1700) 745-495S LOT 4 X 7 (15/06 _ JPR EXHIBIT AB A LOT 4 1 2007- 0078288 i IIIIIIIIIIIIII VIII IIII IIIIIIIIIIIVIII III IIIIIII 111 B2J01 J26�of 509 CONSTRUCTION TESTING & ENGINEERING, INC. f PARCEL MAP 33367 PLANNING CIVIL ENGINEERING LANG SURVEYING - CEGTECHX I CAL 1441 NONTIEL ROAD, SUITE 115 ESCONDIDO CA 92028, PH:Q50) 746-49551 4 SHEET 2 OF 2 1` 1' =300' 1 DATA No. _TABLE_ DELTA BEAR /NG RADIUS LENGTH 1 SOO'07'12 E — 12324 2 �= 3234'4B" 18300 104.06' 3 �= 3654'12" 267.00' 171.97' 4 A= 087750'" 333.00 48.22 5 0= 41'06'44" 3200" 22.96" 6 A= 122J2'06 6300' 134.73' 7 A = 434549" 32.00' 24.44" 8 0 =28'40'23" 63300' 316.78' 9 �= 0920'38" 633.00' 10323' 10 A =16 58:36" 497.00' 147.26' 11 p= 4236''50" 267.00' 198.58" 12 A = 107'3617 29.50' 55.40' 13 A = 0171'10" 614.85' 12.73' 14 S214236 "W — 75.54 15 D= 0046'06 "" 539.31' 7.23' 16 A = 60'17'57" 22.00' 23;15' 1T —24 34'17'; 93 00' 39.88" 18 0 = 5157 "48" 37.00' 33.56' 1 2007- 0078288 i IIIIIIIIIIIIII VIII IIII IIIIIIIIIIIVIII III IIIIIII 111 B2J01 J26�of 509 CONSTRUCTION TESTING & ENGINEERING, INC. f PARCEL MAP 33367 PLANNING CIVIL ENGINEERING LANG SURVEYING - CEGTECHX I CAL 1441 NONTIEL ROAD, SUITE 115 ESCONDIDO CA 92028, PH:Q50) 746-49551 4 SHEET 2 OF 2 1` 1' =300' 1 EXHIBIT "A" LOT 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 SEC ;PION 8; THENCE NORTH 0 003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN INTERSECTION WITT-I THE SOUTHERLY RIGHT -OF -WAY LINE OF THE ALL AMERICAN CANAL ALSO KNOWN AS THE COACHELLA CANAL; THENCE SOUTH 89 152'48" 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 32 034'49" 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 9017'50" 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 41 006'44" A DISTANCE OF 22.96 FEE;I''FO 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 122 032'06" A DISTANCE. OF 134.73 FEET TO A POINT OF REVERSE CURVATURE WITH A 3100 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 43 045'49" A DISTANCE OF 24.44 FEET TO A POINT OF REVERSE CURVATURE WITH A 633.00 FEET RADII-IS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY .ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL, ANGLE OF 28 040'23" A DISTANCE OF 316.78 FEET; THENCE CONTINUING ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 9 020'38" 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 16 058'36" 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 42 036'50" 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 27 030'21" 2007- 0076ESS IIIIIIIIII EIIt@I 1411114I�II��II�I�1I�l10z /01,290e£ 578P A DISTANCE OF 272.20 FEET; THENCE SOUTH 7 010'16 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 107 036'27" 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 0I 1'10" A DISTANCE OF 12.73 FEET; THENCE SOUTH 21 042'36" 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 21 042'36" WEST; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE. OF 0 "46'06" 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 60 017'57" A DISTANCE OF 23.15 FEET TO A POINT OF REVERSE CURVATURE WITH A 93.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE SOUTHEASTERLY ALONG TIIE ARC OF SAID CURVE, THROUGH A CENTRAL, ANGLE OF 24 034'17" 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 51 057'48" 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 30 008'36" A DISTANCE OF 267.26 FEET'; THENCE SOUTH 6 °34'32" EAST 103.90 FEET; TO TIIE '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 TIIE ARC OF SAID CURVE THROUGH A CENTRAL. ANGLE OF 13 051'15" A DISTANCE OF 317.24 FEET; THENCE SOUTH 7 016'43" WEST 281.12 FEET; THENCE NORTH 90 °00'00" 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 105 017'29" A DISTANCE OF 11394 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 53 043'38" A DISTANCE OF 271.94 FEET TO A POINT OF COMPOUND CURVA'T'URE WITH A 130.00 FEET RADIUS CURVE CONCAVE NORTHEASTERLY; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 88 002'34" 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 CENTRAI, ANGLE OF 45009'13" A DISTANCE OF 100.87 FEET; THENCE NORTH 15 °18'00" WEST 77.53 FEET TO THE IIIIIIIIIIIIIIIIIII II'I IIIIIIII VIII illll 02 8002090'05600R BEGINNING OF A 63.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE, OF 37 034'59" 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 18 049'53" 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 FRET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 64 022'26" 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 67 016'50" A DISTANCE OF 117.43 FEET; THENCE NORTH 56 038'44" 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 No. 4065 ZE JOHN F. YO G PL 4665 D 2007- 0076208 II��I�I I'I��IIII'II�I"�II'�I 1III��I'�IIII"III"I��"1 02/01 X 9P 29 of 57 RIVERSIDE COUNTY CALIFORNIA SHEET I OF 2 EXHIBIT "IB LOT 5 TPM 33367 —ALL-AMMCAN LWL — — — — — — — vw'w P.. ... .. won ti© ... ... —S07'j0'76'W 124 7j, j R=5006' L=267;,'6' e0634'J2l J I LYi 1090, 523.96' n. My LOrIC I NJ SCALE. I"=400 -- 1 6 r vi vrT N ofe "N F YOUNC 9-30-08 No, 4M5 REVISED TENTATIVE is-0o68 CONSTRUCTION TESTING& ENGINEERING, INC. PARCEL MAP 33367 -40 0 PLANNING -CIVIL ElGINEERING LAND SURVEYING GEOTECHNICAL UAr /777== 1441 MUNHEL ROAD, SUIIE 115 ESCDNDICD CA 92026, PH (7601 74C 4955 LOT 5 1?1n lnsl nTr DE COUNTY CAL EXHIBIT 'B' LOT 5 Illi iillllilllllllllllllllllllll110111llll111111111 22003 ©9 fe57 SHFF7 2 OF 2 sia _._��.... - - -- CONSTRUCTION TESTING &ENGINEERING, INC. PARCEL MAP 33367 l "- 0r' REVISED PL PNb146 -CVI! tkf,ICLE PIN(I lAN0 SUP.V'e YIl�Q Gi 07f GNfi IGFL qq �34� :.1�k0l=IFL HCx0 5W' C t' 5 l SC 0 ND IDD LA 920"G Pd JR!746+9i5 L�1 J lfpg'Q6' LTG 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; T14ENCE NORTH 0 °02'04" EAST 30.00 FEET TO THE TRUE, POINT OF BEGINNING; THENCE SOUTH 89152'13" 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 0 °02'58" WEST 112.77 FEET; THENCE NORTH 36 °52'45" EAST 375.22 FEET; THENCE NORTH 89 059'08" EAST 202.36 FEET; THENCE SOUTH 0 °09'02" EAST 136.29 FEET; THENCE SOUTH 89 057'56" 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 +-2c I / cam D m E 02/01/2807 E007-007F288 II' �III�II��IIII' IIII' �III��IIIhI'I��II�I�IIII'�III"I oe sees LOT 6 !v RIVERSIDE COUNTY CALIFORNIA EXHIBIT 'B' LOT 7 TPM 33367 S 895758" 2,64' LOT 7 N89*52'lJT 930.288' -� _ -AVE" 54 SEC110N UNE & j AVE, 54 n 4�: YOUNG 4665 DATE CONSTRUCTION TESTING & ENGINEERING, INC. AN PLANNING -CIVIL ENGINEERING LANG SURVEYING - GEOYFCIINICAL 1 1441 LICNi I Ft AOAO SUITE 115 ESCCNOICO CA 92016. PH (7601 7464955 �C) N �4 N 00' 02' 04' E r 30.00' JOHN F. YOUNG Exp. 9 -30-08 No. 4886 52'13" W 1542.28' PARCEL MAP 33367 FOR LOT 7 CCi Z M1 N pI N ^mG 0d 0 n \� 0^ fU � N 0 e SCALE, 1"--100' II' 1 "_1+0' 1 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 0 003'49" WEST, ALONG THE EASTERLY LINE OF SAID SECTION 8 A DISTANCE OF 3812.28 FEET TO AN IN'T'ERSECTION 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 0 007'12" EAST 123.24 FEET TCI TIIE BEGINNING OF A 117.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32 034'48" 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 DIS'T'ANCE 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 0 003'38" EAST, SAID POINT BEING THE TRUE, POINT OF BEGINNING; THENCE EASTERLY ALONG THE ARC. OF SAID CURVE THROUGH A CENTRAL ANGLE OF 47 019'48" 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 20 039'06" A DISTANCE OF 324.11 FEET TO A POINT OF COMPOUND CURVATURE WITI I 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 50 °29'26" A DISTANCE OF 176.25 FEET; THENCE SOUTH 54 °10'32" EAST 36.66 FEET TO THE BEGINNING OF A 75.00 FEET RADIUS CLJRVF. CONCAVE EASTERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 71 028'15" A DISTANCE 93.56 FEET; THENCE SOUTH 17 017'43" 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 65 055'38" 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 WF.SATERLY; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGIT A CENTRAL ANGLE OF 73 004'09" A DISTANCE OF 159.41 FEET; THENCE SOUT1-I 24 026'14" WEST 59.02 FEET TO THE BEGINNING OF A 175.00 FEET RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE SOUTHWESTERLY ALONG II III" I I IIII III I I III II III I I III) 0e 0�� 34 007 57 GOA THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 65 024'55: 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 77 °08'07" 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 41 027'06" 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 16 058'36" 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 37 017'37" 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 50 025'57" 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 63 051'20" 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 54 046'50" 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 5 019'20" 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 8 026'55" 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 a�pIANOs r8C _ / * 010.4685 0 /30 10, JOHN P. YC? G , PI 665 D r r � cntSi IIII I Hill 111 11 IIIl 111111111111111111111111111111 IN 02.�01�J35 of 57 P SHEET I OF 2 EXHIBIT "B") LOT 11 TPH 33367 --eo—kk iy CANAL 4 — — — — — — — — a57wn46-v-T 792i" r.p.o.8. i C)T 9 2 L0 1' '?3 6.02 AM'?FE$ E, iw E, SCALE.' ❑ SM &NIM LO-J'IY2 Zzo ACRES I LC,)' 3 0 7'�Wlal 1% W.66 A0AqE8 aL7A V I it FI-6 L07' 4 107' 5 F. YOUNG kExP. 9 -30-0" 0. of �O6 5 -D�TEyoUIV, ml m o O1 I zl 9 1 716 SECT, Jv c ol? REVISED TENTATIVE I--- 15-0068 1 CONSTRUCTION TESTING& ENGINEERING, INC. PARCEL MAP 33367 PLANING - CIVIL NGIRNG LAND SCUARVEYIN-EOTECHNICAL 1441 N NORTIEL ROAD, E SUITE NEE M I ESCONDIDO . 920266 PH G (750) 746-4955 LOT 11 2Q Q6 JPR j SHEET 2 OF 2 EXHIBIT 'B' LOT 11 2007 - 0676268 IIIIII IIIIIII VIII IIII IIIIII VIII VIII III VIII IIII IIII 02/01/37 09fl of 57 -" REVISED TENTATIVE 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 ;"` 1° =100' +, idiNlW's W� HiGINEf MING -LANG SO AVEYING -6197 ECMh ICAE LOT 1 1 ,fai uoh, ; ROAD, S,q ��, iscmm.DD cA 9 202 GN IABO) H6 — <3s. 11 20 06 JPR DATA TABLE No. I DELTA FARING RADIUS LENGTH 1 S00'07'12 E — - 123.24 2 A = 32'34'48° 11700' 66.53' = 2827'17" 333.00' 16538' 4 = 4779'48" 150.00' 123.91' 5 = 203906 899.20 314.11 6 p= 417702 450.00 3924' 7 N7520'02 -E - 130.18 8 = 502926 200.00 176.25' 55470'32 t = 712815 75.00 93.56' 1J 5177743 W 74.78 1 p= 655538 90.00 10356 l3 S48'3755 - 196.68 4 L= 7304 09 12500 159.41 15 S2426'14 -W - 59.02 16 p= 652455 17500 199.80' 1 S895109 W - 116,33 1 p = 9478'57° 140.00 230.46' t9 N047006 E - 111.79 p= 817813" 11500 16319 t N77V8 07 W - 16.05 p= 412706 313.00 240.91' p= 165836° 56300' 166.82 4 p = 377737 567.00' 369.06' p = 5025'57 32.00 28.17' p= 635120 6300 70.21 p= 5446'50" 32.00' 30.60 8 p= 057920" 267.00 I 24.80' 9 p= 082655" 33700 49.10' 2007 - 0676268 IIIIII IIIIIII VIII IIII IIIIII VIII VIII III VIII IIII IIII 02/01/37 09fl of 57 -" REVISED TENTATIVE 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 ;"` 1° =100' +, idiNlW's W� HiGINEf MING -LANG SO AVEYING -6197 ECMh ICAE LOT 1 1 ,fai uoh, ; ROAD, S,q ��, iscmm.DD cA 9 202 GN IABO) H6 — <3s. 11 20 06 JPR 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 89°51'03" WEST ALONG. THE NORTHERLY LINE OF SAID SECTION 8 A DISTANCE OF 1467.15 FEET; THENCE SOUTH 2 117'09" 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 3 037'22" 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 12 026'21" 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 I/i0N F. YOU �E§ 5 E 62/61/2 ofl05? GOP 4 a 0 N 'n P Q EXHIBIT 'B' LOT 17 TPM 33367 �. Jr 9 SECTION uNr- s 8931'os'w R -7140' t 46. 60"""� 1467.15' /2•6 4 x6 r.P.O.e. 7PJVJ 3333517 1 Jr 16 I Jr Jl LOT 16 6 p Cy t� y s • � OWi b N1 ROW _../ COACNEEA CANAL SCALE. -1' =- =200' 56832'48 °w a [J CO Y] n�F m m O NM 0 •' Nd 0 U f /-- ,�.__ %x• FY .� J IN F YOUNG �.S 4665 0 TF REVISED TENTATIVE 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 SEE i• =zoo' PLANNING CIVIL ENGINEERING LAND SURYEYINO•GEOTEGNNICAL FOR LOT 17 1111 MONTIEL ROAD. SUI❑ 115 ESCONDIDO CA. 92025, PN:(750) 7451955 10/30/06 OTG_ 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 QUAR'T'ER 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 89 052'23" 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 88 °27'35" WEST 244.20 FEET; THENCE NORTH 7 °47'15" WEST 289.62 FEET; THENCE NORTH 83 026'27 EAST 398.98 FEET; THENCE SOUTH 29 °58'01" EAST 952.82 FEET; THENCE SOUTH 52 039'03" EAST 485.41 FEET; THENCE SOUTH 57 °16'16" EAST 463.15 FEET; THENCE SOUTH 30 °58'20" 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 10 °57'45" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 32 047'26" 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 21 049'41" 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 '1'O THE BEGINNING OF AN 86.00 FEET RADIUS CURVE CONCAVE NORTHERLY; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 30 032'16" A DISTANCE OF 45.84 FEET; THENCE, SOUTH 28 000'41" 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 57 000'22" A DISTANCE OF 238.79 FEF,T TO A POINT ON A 227.84 FEET RADIUS CURVE CONCAVE NORTHEASTERLY HAVING A RADIAL TO WHICH BEARS NORTH 20 004'07" EAST; THENCE NORTH WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 36 031'16" A DISTANCE OF 145.23 FEET; THENCE NORTH 33 024'37" WEST 99.07 FEET; THENCE NORTH 66 °23'28" EAST 120.28 FEET; THENCE NORTH 23'38'13" 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 c L 'a ' NG. 4888 J / _mmr Exp. 30108bg OI IN F. , DA- II IIIlII I III IIII lill ll TITIAN 0cl0lt�40 f @57 LOT 19 I �1 I l V J 4 t l 1 I \ I 1 JOHN F. YOUM6 j4S 4665 DATE l SIiA379 -W JOHN F. YOUNG Exp. 9 -30 -08 N% 405 , CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367 PLANNING - CIVIL ENGINEERING -LAND SURVEYING - GEOTECHNIM FOR LOT 19 1441 NONIIEL ROAD, SUITE 115 ESCONDIDO CA. 92920, P11:17110) 741.4955 m 0�0 � 0.y N G m SCALE. 1" _-300' ll ° 1' =309' 1 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 89 052'23" EAST ALONG THE NORTHERLY LINE OF SAID SEC ;TION 8 A DISTANCE OF 1321.32 FEET 'TO THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER FEET OF SAID SUCTION 8; THENCE SOUTH 0 °00'57" WEST ALONG THE EASTERLY LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER 896.07 FF.F,T; THENCE NORTH 84 057'26" 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 80 057' I I" 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 30 001'54" EAST 271.72 FEET; THENCE SOUTH 43 °1812" 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 46 033'01" WEST; THENCE SOUTHERLY ALONG THE ARC: OF SAID CURVE THROUGH A CENTRAL ANGLE OF 44 °08'05" A DISTANCE: OF 46.22 FEET; THENCE SOUTH 0 °41'06" WEST 95.11 FEET; THENCE NORTH 79 039'49" WEST 503.52 FEET; THENCE NORTH 24 °13'40" EAST 50.28 FEET; THENCE NOR "I'H 24 011'42" EAST 78.02 FEET; THENCE SOUTH 69 °51'12 EAST 40.59 FEET; THENCE NORTH 20 °03'17" EAST 15.59 FEET; THENCE NORTH 48 018'02" 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 EAS "LERI.Y ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50"56'06" A DISTANCE OF 50.67 FEET; THENCE NORTH 70 °05'07" EAST 5.56 FEET; THENCE NORTH 59 028'05" EAST 5.26 FEET; THENCE NORTH 57 °17'10" EAST 6.01 FEET; THENCE NOR'T'H 63 023'36" EAST 6.23 FEET; THENCE NORTH 61 °45'27" 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 45 030'55" WEST; 'THENCE NORTH EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 66 018'23" A DISTANCE OF 65.96 FEET; THENCE NORTH 8 017'25" WEST 35.32 FEET; THENCE NORTH 1036'56" EAST 57.87 FEET; THENCE NORTII 10 058'24" EAST 69.75 FEET TO THE TRUE POINT OF BEGINNING. IIIIIIIIIIIIII VIIIIiIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII 9�te040B.005�F]0F REFERENCE IS MADE TO EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 105,642 SQ. FT 2.43 ACRES No. 4848 OHN F. Y6UN4` LS 4b6 VIII VIIIIIIII III IIII IIIIIII II VAIN IIII 0. 2B 1014007£857 RIVERSIDE COUNTY CALIF EXHIBIT 'B' 615 LOTS 20 & 22 7 8 N845223 E f321.J2' I� 0 0 1� tOT 22 LOT 122 I I I LOT d LOT 20 SEC ION LlN£ -- :7- '_�� LOT A LOT A r JC11N r<. YOUNG �tS 9665._. �_ pA7F -__._ SHEET 1 OF 2 SCALE: 1 " =100 a m NyYI DOW mQU ^Ny N T N m - s e e - REVISED TENTATIVE 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367 PLANNING MONEIEL ROAD E SUITE 1151 ESCON0IDO CA. 020266PNIMI7Nfi -4 1441 055 FOR LOTS 20 & 21 10/27/06 JPR EXHIBIT 'B' LOTS 20 & 22 DATA TABLE No DEL rAIVEARING RADIUS LENGTH t I 0 =JW,191 950.00 60.68 2I L=44V8'05m 60.00 46.22" N247340 E — 50.28 4 S6951 1? E 40.59 5 N20031 E 6 N4878 02 £ — 13.21 7 = 505606 57.00' 50.67 $ N70Tt5 07 £ — 5.56 N59:28'05 E — 5.26 10 N5777'10 'E 6.01 I1 N632336 E — 6.23 12 N614527 £ — 4.67 73 N487659 £ — 4.08 14 5087725 — 35.32 15 §6055 ME 1111111111111111111111111111I111111IIIIIIIIII111 02 45 CONSTRUCTION TESTING & ENGINEERING: INC. I PARCEL MAP 33367 `I 1 A)hI.El'. kg's °'�lEIli EA "Wlao CA 9M5 x„60 ?46.'4M AI FOR LOTS 20 & 21 SHEEr 2 OF 2 15 -0068 1• =100' 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 89 052'23" 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 0 000'57" 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 80 055'40" EAST 31.00 FEET; THENCE SOUTH 10 °58'24" WEST 69.75 FEET; THENCE SOUTH 10 °36'56" WEST 57.87 FEET; THENCE SOUTH 8017'2S" 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 66 018'23" A DISTANCE OF 65.96 FEET; THENCE SOUTH 48 °16'59" WEST 4.08 FEET; THENCE SOUTH 61 045 "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 13'18'47" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 50 056'06" 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 64 037'29" WEST 151.50 FEET; THENCE. NORTH 29 °10'52" EAST 266.14 FEET; THENCE NORTH 84 °57'26" EAST 53.90 FEET TO THE TRUE POINT OF BEGINNING. REFERENCE IS MADE TO EXHIBIT "B" ATTACHED HERETO AND MADE A PART HEREOF. CONTAINING: 63,531 SQ. FT. 1.46 ACRES No. 4668 OFIN R YOU , PLS 4 DA M, IVIII) IIIIIIIVIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIIIN 20�46 ofe5? SHEET 1 OF 2 6 5 7 8 roas2'e I EXHIBIT 'B' LOTS 20 & 22 SCALE: I " =100' La7 A J JOHN F. YOUNG Exp. 9 -30 -08 wa 4665 ONN F. Y0UV7 4665 ATE CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 ' 1 *.io v PLANNING CIVIL ENGINEERING LAND SURVEYING - GED TECHNICAL 1411 MONTIEL ROAD. SUITE 115 ESCONDIDO CA 62626, PH (166) 7161955 FOR LOTS 20 & 21 7 ®m U mo � Na m ` N Z O� e� RIVERSIDE COUNTY CALIFORNIA EXHIBIT 'B' LOTS 20 & 22 DATA TABLE_ No DELTAIPEARING RADIUS I LENGTH III 0 = 3'4019 950.00 60.88 F21 L = 44i➢8'OS" 60.00 46.22' N2473 40 E 50.28 4 S695112 — 40.59 5 N20VJ'l7 £ — T5 59 6 N4878 02 — 13.21 7 A=5056'06 57.00' 50.67 N70V5'0 E — 5.56 N592805 E" — 5.26 10 N577710 — 6.01 1 N637336 E — 6.23 1 N614527 E 4.67 13 N4876 59 E 4.08 14 5087725 E — 35.32 15 5805540 £ 31.00 1111111111111111111 lII 1111111111111111 1111 II III ee?a04 o9ie57 e 7 s� CONSTRUCTION TESTING & ENGINEERING, INC. I PARCEL MAP 33367 PLDNNI9G .Ciyq 7NGINLL n ING LANG SUR"YIIiG Gfuli LPGICA 1441 1 PNA0 SHIT[ 11, W',010.n CA 92025. PP (15A) 116 ISSS FOR LOTS 20 & 21 SHEET 2 ll " 1' =100' 1 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 0 003'49" 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 0 007'12" 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 32 034'49" 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 36 054'12" 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 8 017'50" 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 122 "32'06" 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 43 045'49" 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 28 040'23" A DISTANCE OF 316.78 FEET; THENCE NORTH 90 °00'00" 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 86135'18" WEST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 46 044'15" A DISTANCE OF 66.89 FEET; THENCE NORTH 50 008'57" 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 29 029'38" A DISTANCE OF 24.19 FEET; THENCE NORTH 4'13'09" WEST 26.65 FEET; THENCE NORTH 16 °50'59" WEST 18.54 FEET; THENCE NORTH 28 012'57" WEST 19.28 FEET TO THE BEGINNING OF A 37.00 FEET RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF II II" III' IIIIII1111111111311IIl1IiIII lIII t III 1 62/01 2o0 f 57 GOR SAID CURVE THROUGH A CENTRAL ANGLE OF 54 007'55" A DISTANCE OF 34.96 FEET; THENCE NORTH 27 009'48" FAST 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 CENTRAI, ANGLE OF 22 050'21" 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 85 040'33" EAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 54 026'03" A DISTANCE OF 7790 FEET; THENCE NORTH 27 059'09" 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 28 038'36" A DISTANCE OF 28.00 FEET; THENCE NORTH 19 °10'35" EAST 27.2.5 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 35 032'06" 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 37 °36'08" WEST 102.14 FEET TO A POINT ON SAID SOUTHERLY RIGHT -OF -WAY OF THE ALI, AMERICAN CANAL; THENCE NORTH 89 052'48" 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. CON'T'AINING: 166,459 SQ.FT. 3.82 ACRES ORN F. YO G , P 4665 IIIII II III II I II111111I I IIII Hill I IN 02/0 1�/500o 95 90R 50 of 57 • I - ° 6/8957 I F /+J"T R .. i GI I � I X41 I - �I � I 1 SCALE: 'A i' =300' SHEET 1 OF 2 EXHIBIT "B" LOT 23 TPM 33367 COAEfIFLLA. 6944 ,_ t J4$B.iS' /1 �- rrua 3.82 AaW8 I Illl � I 1 299, AGRE'5 L Jild78' i 47365' 8.7 AGRC3 f 1 !.6T 3 10.66 AC,(95 I � � f' CAI L0r e JOHN F. YOUNG Exp. 9 -30 -08 No. 5665 I NI ^i �i I O� Y I I I I I I I ; I ' I I 31 = I rn� I K'o I I i - I _ I 1 9 17 16 sECrr N COR a mm� fU CO N p�0 © T.r n NN CJ T L 0 REVISED TENTATIVE " 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 PLANNING -CIVIL ENGINEERING - LAND SURVEYING - GEOl NICAL q r 1111 MONTIEL ROAD, SUITE 115 ESCONDIDO CA, REM, PN IMI 715 -1955 LOT 23 JPR SHEET 2 OF 2 EXHIBIT Y LOT 23 DATA TABLE No. I DELTAIBEARING RADIUS LENGTH 11 1 S0007'12 £ — 12324 21 1 0= 3234'49" 18300' 104.06' 3 I I 0 =3654'12" 267.00' 171.97' 4 16 = 877'50 333.00 48.22 5 1 0= 41'06'44 " 3200' 22.96' 61 1 A= 12232'06" 6300" 134.73' 71 1 A= 4345 49" 32.00' 1 24.44' -61 1 0 =4644'15" 82.00 66.89' 91 1 O =29'29'J8 47.00' 24.19' 101 1 N04'1309 "W — 26.65 Ill I N165059 "W — 18.54' 12 1 N28'12 57 "W — 19.28 13 I A =54 0755 37.00 34.96' 14 1 N27-0947 E — 40.67 15 Z�= 225021 250.00 99.65" 16 A= 5426'03" 82.00" 1 77.90' 1 N2759 09 E — 16,70- t6l I A = 283836" 56.00' 28.00' 19 N19'1035 E — 27.25 = 3532'06" 100.00' 62.02" 1 N4004 06'W — 64.22 2 N4239 54 "W — 4750 3 NJ736 "08 "W — 10214 I IIIIIIIIIIIII VIII IIII IIIIII VIII VIII IIIIivi 111111 52 �5�522 f 57 REVISED TENTATIVE 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 5 1-=loo' PLANNING CIVIL ENGINEERING - LAND SURVEYING- GEOTECH NICAI I441 NDNTIEL ROAD, SUITE 115 ESCONDIDO CA. 9E026, PN:I760) 7"46-4655 LOT 23 11 15 06 JPR EXHIBIT "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 89 052'23" 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 84 057'26" 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 80 057'14" WEST, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 7 017'32" 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 36 017'49" A DISTANCE OF 53.53 FEET; THENCE NORTH 34 032'35" 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 32 005'49" 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 70 031'44" A DISTANCE OF 42.47 FEET; THENCE NORTH 77 °00'38" WEST 32.80 FEET; THENCE NORTH 30 058'20" 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 TIIE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 80 015'14" 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 90 000'00" A DISTANCE OF 54.19 FEET; THENCE SOUTH 63'13'44" 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 26 046'16" WEST; THENCE WESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 000'00" A DISTANCE OF 54.19 FEET; 'THENCE SOUTH 26 046'16" 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 61 018'51" A DISTANCE OF 90.43 FEET; THENCE SOUTH 34 °32'35" EAST 57.46 FEET TO THE BEGINNING IIIIIIIIIIIIiIIIIIIII IIIII'IIVIII III -0076268 0 oe G 1 ezmireea7e eR ,I 1 OF A 115.50 FEET RADIUS CURVE CONCAVE SOUTHWESTERLY; THE14CE 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 7 °17'35" A DISTANCE OF 120.92 FEET; THENCE NORTH 80 055'40" WEST 31.00 TO THE TRUE POINT OF BEGINNING. CONTAINING: 20,424 SQ. FT. 0.47 ACRES L JOHN F YO G, PLS 6r4' 6S DA'T'E (11111 Hill VIII 11111111111111111111111111111111 (Ill 6e 26 � 949 57 ©0fl w A I n EXHIBIT "B" \\ � • � LOT E _ SEC77ON 7 8 �r N8952'23'E 1321.32' l LINE A= 900'00" aG 34. = R50' q rni 1 C= 54.19' Y6,616' L07' J / L6= 8075'14" �� e ^,° 0= 9000'0 o Z \ R= 34.50' �' L= 48.32' ° L= 54.19' 577'00'38E 7 22.71' N30 58 20 E J 32.67' i L07' J N770038 "W 32.80" -f ,L= 7031'44 " R= 34.50' L= 42.47' A= 32'05'49 32'35 "W R= 115.50" L= 64.70' 1 5746' - 3 n ;n 0 0 0 9, mm N8055'40 "W 31.00' N845726'E 115.10 R= 84.50' L= 90.43" S3432'35E — 57.46' L 07' 1 ,L= 36'17'49° R= 115.50' L= 7317' ,L=07'17'35" R= 950.00' L= 120.92' SNEE7 1 OF 1 SCALE: 1 " =100' F. YOUNG Exp. 9 -30 -08 No 4668 T u, [L 0G p00 00y� n NyJ 0- Nm m e_ .r REVISED TENTATIVE — 15 -0068 CONSTRUCTION TESTING & ENGINEERING, INC. PARCEL MAP 33367 1' = Fq* 100' PLANNING CIVIL ENGINEERING- LAND SURVEYING. GEOTfCNNICAL 1441 NONTIEL ROAD, SUIFF 115 ESCONDIDO CA, 92020, P IMI RL4155 LOT B 11/7/06 Jlk r 1t 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 5 87 -33 -14 W 14676.4708 14709.4589 N 77 -00 -38 w 14716.8314 N 30 -58 -20 E 14744.8433 5 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 5 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 LOT B.txt East : Radius: Tangent: Course: Course out: East East 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 : Length: 32.80 East Length: 32.67 East Length: 22.71 East Radius: Tangent: Course: Course out: East East Length: 171.30 East Radius: Tangent: Course: Course out: East : East : Length: 100.00 East : Radius: Tangent: Course: Course out: East : East : Length: 196.27 East : Page 16805.9400 919.00 58.56 N 05 -24 -00 5 88 -14 -46 15898.3704 16816.9398 84.50 27.70 N 16 -23 -41 N 55 -27 -25 16732.4794 16802.0821 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 IIIIIIIIIIIIIVIIIIIIIIIIIII (IIIIVIIIIIIIIIIIIIIIIIII 9z?e1856 fas ? OGA ! it 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 (II�II �III�II VIII II�� II III I II� IIII I�I III III I IIII ez e905 eofe 56 LOT B.txt Curve Length: 90.43 Radius: 84.50 Delta: 61 -18 -51 Tangent: 50.09 Chord: 86.17 Course: S 03 -53 -10 E course In: S 63 -13 -44 E Course out: S 55 -27 -25 w RP North: 14682.8691 East 16864.6330 End North: 14634.9555 East 16795.0303 Line Course: S 34 -32 -35 E Length: 57.46 North: 14587.6257 East 16827.6116 Curve Length: 73.17 Radius: 115.50 Delta: 36 -17 -49 Tangent: 37.86 Chord: 71.95 Course: s 16 -23 -41 E course in: s 55 -27 -25 w Course Out: S 88 -14 -46 E RP North: 14522.1343 East : 16732.4742 End North: 14518.5992 East : 16847.9201 curve Length: 60.04 Radius: 950.00 Delta: 3 -37 -16 Tangent: 30.03 Chord: 60.03 Course: S 03 -33 -52 w course In: N 88 -14 -46 W Course out: 5 84 -37 -30 E RP North: 14547.6753 East 15898.3652 End North: 14458.6850 East 16844.1880 Curve Length: 60.88 Radius: 950.00 Delta: 3 -40 -19 Tangent: 30.45 Chord: 60.87 Course: 5 07 -12 -40 W course In: N 84 -37 -30 w Course Out: S 80 -57 -11 E RP North: 14547.6753 East : 15898.3652 End North: 14398.2938 East : 16836.5470 Line course: N 80 -55 -40 W Length: 31.00 North: 14403.1818 East : 16805.9348 Perimeter: 1420.57 Area: 20,424 sq. ft. 0.47 acres 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 (II�II �III�II VIII II�� II III I II� IIII I�I III III I IIII ez e905 eofe 56