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B0642P0013METES & BOUNDS COUNTY 5JRVEYOR'S STATEMENT NO. BEARING DISTANCE (FEET) THIS MAP HAS BEEN EXAMINED FOR CONFORMANCE WITH THE REQUIREMENTS 1 S 89'00'S8" E 1099 20 OF THE LAND SURVEYOR'S ACT THIS Z3 r DAY OF ,ll6MdA4&f.I ,-. 1992. 2 S 27'21'21" E(S 265422"E)160.91(162.12) PER 609/30 3 N 77'12'00" E 55.44 JAMES F. SIRR 4 S 77'36'00" E 54.12 COUNTY SURVEYOR 5 S 48' 16'00" E 73.92 RCE 26398 6 S 4642100" E 75.90 EXP. 6/13/96 7 S 62.48'00" E 50.16 8 S 24'43'00" E 66.00 9 S 52' 16'00" E 61.38 10 S 16'27'00" E 52.80 11 S 43'08'00" E 104.28 12 S 34'04'00" E 87.12 13 S 48'23'00" E 75.90 14 N 80'38'O0" E 79.20 15 N 82' 10'00" E 76.56 16 N 67'30'00" E 26.40 17 N 88*11'00" E 66.00 18 S 20.55'00" E 88.44 19 S 50' 12'00" E 91.08 20 S 32'07'OO" E 44.22 21 S 50'05'00" E 88.44 FD. 1 /4 COR SECT.3 22 23 S S 43' 1 WOO 625'01:" E E 99.66 62.70 RWD T 4X4 RWD POS 24 N 79'45'O0" W 223.74 PER 25 N 87'22'OC" W 248.82 26 S 56'30'00" W 125.40 27 S 66 30'00" W 148.50 28 S 79'30'00" W 97.68 29 N 89'30'OO" W 92.40 30 S 83' 15'00" W 116.16 31 N 43'30'00" W 99.00 32 N 8T30'00" W 66.00 , " BY DEPUTY_Wai �, L S ¢3 04 Exp, G •30, g4, GIOMET TI T7S R2W T8S R2W 33 S 86 OO 00 W 154.44 •-- 34 35 N N 52'30'00" 83'30'00" W W 42.24 112.86 43 36 N 84'30'00" W 83.82 © � 00 37 N 79'30'OO" W 112.20 NOTE: 0 _ 38 N 85' 15'00" W 83.16 THIS MAP IS BEING FILED IN o 39 N 57'30'00" W 62.04 ACCORDANCE WITH SECTION 8762 0 PO 40 N 69'52'07" W 146.11 (A) THROUGH (E) OF THE LAND 0 z 41 S 72'15'00" W 168.30 SURVEYOR'S ACT. B pYCE O 42 S 36'45'OY' W 94.38 LO -. 43 N 3'22'01" W 980.88 44 S 89'00'58" E(S88'53'42"E) 505,54(505.54) PER 609/30 p o 45 N 2711'41" W 272.59 NOTE: N N 46 N 42'10'00" W 190.00 44-63 REFERENCES FOR EXISTING 47 N 938' 13" E 1.40 PARCEL A & B AND EASEMENT TO o 48 N 0'38' 13" E 116.80 LAND OF THOMAS. �? 49 N 22'35'00" W 88.44 0 50 N 43' 13'30" W 290.99 c�.l 51 N 8'25'00" W 39.38 C 52 N 17'30'OO" E 358.68 3/4" 1P SET 53 N 3'23'35" E 194.98 54 N 62'37'34" W 4.09 55 N 24'4754" E 17.80 56 N 24'47'54' E 26.89 57 N 73'49'00" E 13.76 41 58 N 45'04'27" E 112.61 40 59 N 65'12'06" W 30.47 60 N 55' 41 ' 19" E 308.45 (N 8 61 N 55!41'19" E 341.72 L932 OR OSSg 39 62 S 31'40'00" E 60.46 63 S 1600'OO" E 204.06 on, ZrND rD " - L S 4,334 HE'RBER T ENGINEER'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYOR'S ACT AT THE REQUEST OF CLAYTON THOMAS IN NOVEMBER 1990. 0 CD SIGNED. W �.0 25891 MUN KYU LEE,- CE#25881 EXP. 12/31 / JT C IOF @ ��- RECORD OF SURVEY CONSISTING OF ONE SHEET BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 3, TOWNSHIP 8 SOUTH RANGE 2 WEST, M.D.B. & M., SANTA CLARA COUNTY, CALIFORNIA. LEE ENGINEERS 1211 PARK AVENUE SAN JOSE, CALIFORNIA 95126 JANUARY 1992 3/4" I.P. S 89'00'58" E 2671.78' (2671.36) PER 580 M 11 PER 609 M 30-,---'1562.98' 987.72 (CALL) LANDS OF THOMAS 35.1311 AC + DETAIL 3 40 41 39 037 MITCHE'LL 312 D 530 DETAIL 3 N.T.S. FD. COR SECT.3 CURVE TABLE 2" IP PER 58OM11 NO, R IL -_T_ L Cl 100.00 16.40'00" 29.09 DISCLOSURE STATEMENT C2 80.00 169'30'00" 236.67 1. NORTHERLY, AND WESTERLY SECTION LINES WERE C3 35.00 75'01'41" 54.20 ESTABLISHED AS SHOWN. C4 115.04 41'00'08" 76.88 2. TRAVERSE COURSEQ3 -- 3s AND 41 - 4 ARE FOLLOWED C5 126.04 34'S6'54" 76.88 AS DESCRIBED IN DEED. O 0 C6 39.65 82'08'41" 107.53 3. METES AND BOUND 2 AND WERE FORCED CLOSURES. C7 39.65 77'S8'41" 53.9fi 0 C8 201.82 2844'33" 102.24 51.71 4. METES AND BOUND THROUGH 4© CLOSELY FOLLOWS C9 117.92 49*01'O6" 100.88 53.76 RAVINE, 2 TO 40 DOES NOT FOLLOW ANY DECERNIBLE C10 120.00 87'25'2&' 183.09 RAVINE, TO CLOSELY FOLLOWS RAVINE. C11 129.30 66'01'09" 148.99 NOTE: C12 300.00 14'06'25" 73.86 37.12 THE LOCATION OF THE FOLLOWING RECORD EASEMENTS CAN NOT BE ASCERTAINED: 1. ROAD BASIS Off' BEARING 2. RIGHT OFS WAY-SK 75-DEEDS -PG 328 8 3. POLELINE TO P.G.&E.-BK 1374-OR-PG 93 THE BEARING OF N 17'30'00" E AS SHOWN ON THIS MAP AS THE CENTER LINE OF MT. EDEN AND A PROPERTY LINE WAS TAKEN FROM THAT RECORD OF SURVEY, RECORDED IN BOOK 131 ON PAGE 30 SANTA CLARA COUNTY RECORDERS, WHERE IT WAS SHOWN AS THE CENTER LINE OF MT. EDEN RD., WAS USED AS THE BASIS OF BEARING SHOWN ON THIS MAP. 44 PARCEL B O 0 (BK 60 M 30 THOMA C2 45 C3 PARCEL ONE 95 O ' -- ��110 61 0 PARCEL TWO// �` %;:• O8 III 20 .•��� C6 2.660 9 52 �� ��` 0 10 46 kf . EDEN FD 3/4 IP C 1CS ROAD R/ SCALE 1" =200' FD RR SPIKE 34 35 PER 216 M 37 FD PER 141%2. 10' P.S.E. SECT COR. PER 580/11, 216/37 101/43, 346/46, 131/30 & 624/13 C8 39.60'(MEAS) 8 3 (9.60') 69.72 (70.77) PER 131/30 C9 5 FD CNTY MON 6 PER 435/25 i 1 5 m� ^� DETAIL 2 O {LS 2734) \ % i C4 47 54 C' " PER 609 M 30 11 63 1 15 48 C1 T 12 14 16 FD CNTY MO 17 PARCEL A 49 PAR PER 435/25 20 0 13 67.9 11.27 18 BK 609 M 30 53 " 19 So 1 o w 20 PER 4352 5 o 34 32 33 31 ,,,p.,.... 30 029 FRA TER 277 D 20 RECORDER'S STATEMENT SEE DETAIL 1 22 52 3 -D6 24 EASEMENT FOR EMERGENCY O INGRESS & EGRESS, PUBLIC UTILITIES AND SANITARY FD 3/4" IP SEWER PER BOOK L371 OR 375 FD COUNTY MON 13.33' (10.56') PER 125 M 36 & 101 M 43 PER 131 M 30 M8.30') 35'30'OO" W) N 79'45'OO" W PER 131/30 OILE A Eat? _ _ EN, 51 BOOK OF MAPS . Ls!f2_ AT PAGENI3 . FD IP (LS 2734) AT THE REQUEST OF LEE ENGINEERS. PER 609/30 10 LAURIE KANE � 13.33' (10.56') DETAIL 2 N.T.S. 23 COUNTY RECORDER BY DEPUTY!- �/1T PER 131 M 30 24 N 79'45'00" W FD 3/4" IP LEGEND AND NOTES PER BK 277 OF 167.29' 54 DEED PG 20 (N 35'30'00" W) FOUND MONUMENT AS NOTED (168.30') PER 31/30 N 6T37'34" W 4.09' C11 SET POINT 3/4" IP TAGGED DETAIL 1 N.T.S. RCE # 25881 FOUND IP PER 609 M 30 ( ) RECORDED INFORMATION 25 METES & BOUNDS SECTION CORNER AS NOTED COUNTY GRID 110-� 1 9-58 COUNTY FILE • /3