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SURVEYOR'S STATEMENT <br />I, MICHAEL L. QUARTAROLI, HEREBY STATE THAT I AM A LICENSED LAND - <br />SURVEYOR NO. 4450 OF THE STATE OF CALIFORNIA, AND THAT THIS MAP F, <br />CORRECTLY REPRESENTS ATOP,RAPHIC SURVEY MADE UNDER MY�,4,y <br />DIRECTI N 0 JANUARY 6, 2 <br />!i. j1iSO <br />MICHAEL L. QUARTAROLI, 4450 DATE APIA OF cA110 <br />'A . <br />i <br />/ 83.3 <br />/ TOP LINING <br />70' S.S.J.I.D. IRRIGATION / x 80.8 <br />/ / E x 78.0 x 79.3 x 79.8 x 79.6 x 80.0 x 80.0 x SQ.� 81 .Q <br />EASEMENT ��/ // x 81.5 x 80.4 x 79.2 x 78.4 ; EXISTING ALMOND ORCHARD <br />EXISTING ALMOND ORCHARD <br />/ / i EX. P.P. i 245-130-07 <br />gOP LINING // / ; 245-130-54 EX. P. P. <br />� <br />/ (PRIVATE ROAD CYNTHIA R. ALFIERI i PAI_ L D. & NORMA DOLE <br />/ WILLIAMS WAY / TRUST 80.0 79.9 <br />/ / /� 78.8 79.6 79.8 79.8 79.6 79.5 <br />H GH WATER LINE / / 82.5 80.6 80.2 79.2 79.2 <br />/83.9 83.8 _ -- - `__ _ ��L <br />' Q <br />NOQ° 7'59 W 1338.37 --~~ c� <br />�, � � -r 80.8 <br />EXISTING ALMOND ORCHARD © / , 81.5 <br />f_------------- �-- _-_-_-_- -_________-______ ---f--------------- <br />- <br />--_- - <br />- - - <br />245-070-32 82.0 --------- <br />ALSE C. ALFIERI TRUST _--- ------- W/GUY o <br />- <br />± <br />--- - - / 4 --EX. P-0 79.3 79.5 79.4 79X7 i'80. <br />82.3T W/GUY 80.1 79.4 <br />78.8 78.7 79.2 799 x x x x1 <br />/ 84. 84 0 83.0 i x x x x <br />9 x � � <br />i <br />81.7 <br />/ 84.7 <br />SECTION LINE / /X <br />83.9 79.3 79.5 79.4 79.t, 79.6 79x5 79x9 i 79.8 <br />TOP LINING 84.Y 84.3 84,6 g5 p 84.0 ; 81.9 79X0 78 9 x x x x x ; <br />84.0 / x x i x <br />TOP LINING <br />84.6 85 2 I.N. 97098955, S.J.C.R. <br />83.9 <br />TOP LINING <br />EX. HOUSE <br />79.6 79.7 79.6 79.8 ` <br />79.6 79.5 x x 79.6 <br />85.0 81 .9 79.2 79.2 799 x x x x <br />� � x x x i <br />i <br />i <br />''' _ nr - EX. WELL EX. P.P W <br />- __-- _ } _ ___-- 85.p 20.20 ACRES w/GUY <br />c� <br />---------- �__w- Ex EX. GARAGE y EX. WINDMILL---• <br />�T a <br />EX. SEPTIC 82.8 81.9 79.9 <br />EX. P.P--� <br />SYSTEM GARAGE x x x <br />EX. WELL <br />Q 00 82.9 84.3 W/GUY ELEV. 81.0 79.5 <br />� <br />Z 79.5 <br />82.5 x x u 79.6 79.6 7 3.4 79.6 79X6 79X6 <br />x ui <br />Q 82 9 84.0 79.9 Li 79.3 79 3 x x x x <br />x <br />x <br />Q x CD <br />w L082.2 cin w �_ EX. SEPTIC z <br />co <br />W � <br />Z w 83.6 82.9 80.0 SYSTEM <br />J x x x <br />W 84x1 84.5 79.4 79.6 79 5 x x x x 79.4 <br />79.6 79.3 79.4 79.5 79 5 x 79.3 <br />�•- 84.2 85.0 x x x <br />W 82.6 x x 82.9 <br />82.2 x <br />z <br />0 <br />V 1 79.2 79.4 79 4 79 2 79.2 <br />83.0 79.6 79.5 79X6 79 5 79Xx x <br />(y 82.4 83.7 84.8 x x x <br />w 81 .9 x x <br />83.4 <br />TOP LINING <br />81.3 <br />83.5 • _ - - - <br />TOP LINING <br />82.2 83.7 <br />u; N.8 ' EX. CENTERLINE OF S.S.J.€.D. PIPELINE - <br />XI 79.3 x 79.2 x 79.2 <br />EXISTING ALMOND ORCHARD <br />245-070-37 <br />JOHN E. JR. & J. G. x 78 3 x 78.4 <br />DEEGAN TRUST X 78.1 <br />_Lo <br />84.3 82.7 <br />EX. VENT - <br />x 79.4 x 79.3 <br />x 78.4 x 78.4 <br />80.2 <br />S00° 59'1,3" E 1338.75' _ <br />80.1 80.0 79.7 <br />1/4 SECTION LINE <br />x 79.3 x 79.4 x 79.4 <br />EXISTING ALMOND ORCHARD <br />245-130-01 <br />BALLATORE TRUST <br />x 78.4 x 78.5 x 78.5 <br />I! � <br />I I 79.5 78.9 <br />!�I <br />I# <br />I�! j <br />78.4 I x 78.3 <br />I <br />II <br />VALVE BASE <br />79.0 <br />x 78.2 <br />X9.2 <br />x 78.2 <br />78.0 <br />79.2 78.6 <br />x 80.3 <br />x 80.0 <br />x 79.6 <br />EXISTING ALMOND ORCHARD <br />245-130--37 <br />JOHN E. JR. & J. G. <br />DEEGAN TRUST <br />x 79.2 <br />x 78.8 <br />x 79.0 <br />- -- •-----x 78.9 <br />x 78.2 x 78,1 x 78.1 <br />x 78.0 SCALE: 1" = 60' <br />TI4�GRAPHIC SURVEY <br />w <br />© QUARTAROLI & ASSOCIATES, INC., 2007. ALL RIGHTS RESERVED <br />BENCH MARKS <br />� <br />V 1 <br />ELEVATION <br />DATUM <br />� <br />W <br />BY <br />ALL ELEVATIONS <br />SHOWN ARE <br />BASED ON <br />NGVD 29 DATUM. <br />U <br />A LEAST SQUARE "BEST FIT' SOLUTION <br />BETWEEN THE <br />i� <br />U� <br />FOLLOWING BENCH MARKS <br />WAS USED: <br />co <br />now <br />N0. <br />BENCH MARKS <br />PUBLISHED <br />MEASURED <br />DIFFERENCE <br />REMARKS <br />Fri <br />c <br />Z <br />Z <br />ELEVATION <br />ELEVATION <br />c <br />I <br />1. <br />S.S.J.I.D. <br /># 11246 <br />83.2 <br />83.1 <br />-0.1 <br />CALIBRATION <br />B.M. <br />Z_ <br />S.S.J.I.D. <br /># 11287 <br />81.9 <br />82.0 <br />+0.1 <br />CALIBRATION <br />B.M. <br />3. <br />S.S.J.I.D. <br /># 11301 <br />84.7 <br />84.7 <br />0 <br />CALIBRATION <br />B.M. <br />4. <br />S.S.J.I.D. <br /># 11338 <br />76.4 <br />76.3 <br />--0.1 <br />CALIBRATION <br />B.M. <br />SURVEYOR'S STATEMENT <br />I, MICHAEL L. QUARTAROLI, HEREBY STATE THAT I AM A LICENSED LAND - <br />SURVEYOR NO. 4450 OF THE STATE OF CALIFORNIA, AND THAT THIS MAP F, <br />CORRECTLY REPRESENTS ATOP,RAPHIC SURVEY MADE UNDER MY�,4,y <br />DIRECTI N 0 JANUARY 6, 2 <br />!i. j1iSO <br />MICHAEL L. QUARTAROLI, 4450 DATE APIA OF cA110 <br />'A . <br />i <br />/ 83.3 <br />/ TOP LINING <br />70' S.S.J.I.D. IRRIGATION / x 80.8 <br />/ / E x 78.0 x 79.3 x 79.8 x 79.6 x 80.0 x 80.0 x SQ.� 81 .Q <br />EASEMENT ��/ // x 81.5 x 80.4 x 79.2 x 78.4 ; EXISTING ALMOND ORCHARD <br />EXISTING ALMOND ORCHARD <br />/ / i EX. P.P. i 245-130-07 <br />gOP LINING // / ; 245-130-54 EX. P. P. <br />� <br />/ (PRIVATE ROAD CYNTHIA R. ALFIERI i PAI_ L D. & NORMA DOLE <br />/ WILLIAMS WAY / TRUST 80.0 79.9 <br />/ / /� 78.8 79.6 79.8 79.8 79.6 79.5 <br />H GH WATER LINE / / 82.5 80.6 80.2 79.2 79.2 <br />/83.9 83.8 _ -- - `__ _ ��L <br />' Q <br />NOQ° 7'59 W 1338.37 --~~ c� <br />�, � � -r 80.8 <br />EXISTING ALMOND ORCHARD © / , 81.5 <br />f_------------- �-- _-_-_-_- -_________-______ ---f--------------- <br />- <br />--_- - <br />- - - <br />245-070-32 82.0 --------- <br />ALSE C. ALFIERI TRUST _--- ------- W/GUY o <br />- <br />± <br />--- - - / 4 --EX. P-0 79.3 79.5 79.4 79X7 i'80. <br />82.3T W/GUY 80.1 79.4 <br />78.8 78.7 79.2 799 x x x x1 <br />/ 84. 84 0 83.0 i x x x x <br />9 x � � <br />i <br />81.7 <br />/ 84.7 <br />SECTION LINE / /X <br />83.9 79.3 79.5 79.4 79.t, 79.6 79x5 79x9 i 79.8 <br />TOP LINING 84.Y 84.3 84,6 g5 p 84.0 ; 81.9 79X0 78 9 x x x x x ; <br />84.0 / x x i x <br />TOP LINING <br />84.6 85 2 I.N. 97098955, S.J.C.R. <br />83.9 <br />TOP LINING <br />EX. HOUSE <br />79.6 79.7 79.6 79.8 ` <br />79.6 79.5 x x 79.6 <br />85.0 81 .9 79.2 79.2 799 x x x x <br />� � x x x i <br />i <br />i <br />''' _ nr - EX. WELL EX. P.P W <br />- __-- _ } _ ___-- 85.p 20.20 ACRES w/GUY <br />c� <br />---------- �__w- Ex EX. GARAGE y EX. WINDMILL---• <br />�T a <br />EX. SEPTIC 82.8 81.9 79.9 <br />EX. P.P--� <br />SYSTEM GARAGE x x x <br />EX. WELL <br />Q 00 82.9 84.3 W/GUY ELEV. 81.0 79.5 <br />� <br />Z 79.5 <br />82.5 x x u 79.6 79.6 7 3.4 79.6 79X6 79X6 <br />x ui <br />Q 82 9 84.0 79.9 Li 79.3 79 3 x x x x <br />x <br />x <br />Q x CD <br />w L082.2 cin w �_ EX. SEPTIC z <br />co <br />W � <br />Z w 83.6 82.9 80.0 SYSTEM <br />J x x x <br />W 84x1 84.5 79.4 79.6 79 5 x x x x 79.4 <br />79.6 79.3 79.4 79.5 79 5 x 79.3 <br />�•- 84.2 85.0 x x x <br />W 82.6 x x 82.9 <br />82.2 x <br />z <br />0 <br />V 1 79.2 79.4 79 4 79 2 79.2 <br />83.0 79.6 79.5 79X6 79 5 79Xx x <br />(y 82.4 83.7 84.8 x x x <br />w 81 .9 x x <br />83.4 <br />TOP LINING <br />81.3 <br />83.5 • _ - - - <br />TOP LINING <br />82.2 83.7 <br />u; N.8 ' EX. CENTERLINE OF S.S.J.€.D. PIPELINE - <br />XI 79.3 x 79.2 x 79.2 <br />EXISTING ALMOND ORCHARD <br />245-070-37 <br />JOHN E. JR. & J. G. x 78 3 x 78.4 <br />DEEGAN TRUST X 78.1 <br />_Lo <br />84.3 82.7 <br />EX. VENT - <br />x 79.4 x 79.3 <br />x 78.4 x 78.4 <br />80.2 <br />S00° 59'1,3" E 1338.75' _ <br />80.1 80.0 79.7 <br />1/4 SECTION LINE <br />x 79.3 x 79.4 x 79.4 <br />EXISTING ALMOND ORCHARD <br />245-130-01 <br />BALLATORE TRUST <br />x 78.4 x 78.5 x 78.5 <br />I! � <br />I I 79.5 78.9 <br />!�I <br />I# <br />I�! j <br />78.4 I x 78.3 <br />I <br />II <br />VALVE BASE <br />79.0 <br />x 78.2 <br />X9.2 <br />x 78.2 <br />78.0 <br />79.2 78.6 <br />x 80.3 <br />x 80.0 <br />x 79.6 <br />EXISTING ALMOND ORCHARD <br />245-130--37 <br />JOHN E. JR. & J. G. <br />DEEGAN TRUST <br />x 79.2 <br />x 78.8 <br />x 79.0 <br />- -- •-----x 78.9 <br />x 78.2 x 78,1 x 78.1 <br />x 78.0 SCALE: 1" = 60' <br />TI4�GRAPHIC SURVEY <br />w <br />© QUARTAROLI & ASSOCIATES, INC., 2007. 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