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1999-391894 ........_ ............. A, Ro 0 NOTE.- S HEET 1 OF 1 S HEE TS EASEMENT FOR RIGHT OF WAY FOR PUBLIC ROAD AND INCIDENTAL PURPOSES PER: BOOK 1553, PAGE 28, RECORDED OCTOBER 30, 1928 OF O.R DETAIL 'A' RECORD OF SURVEY BOOK 3389, PAGE 159, RECORDED NOVEMBER 17, 1949 OF O.R. FD STD. ST. MON. BRASS DISK FILE NO. 174557, RECORDED OCTOBER 6, 1961 OF O.R. STAMPED RCE 23909 P ER BEING A PORTION OF THE NORTHEAST QUARTER OF THE FILE N0. 89-- 501711, RECORDED SEPTEMBER 18, 1989 OF O.R. MAP 10863 SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 EAST, SAN BERNARDINO BASE MERIDIAN, IN THE CITY OF MELB DR 0 ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. ctf C) I F OR, OF S MAP N 0 I Q r - LEGEND \ r J / !� ���� 1 %+ O SET 314 x 18 IRON PIPE WITH PLASTIC CAP STAMPED "L.S.4307" r c- I �} - • FOUND MONUMENT AS NOTED _ S89 °33'49 "E 385 � r J 0 N J \I J A �+ _ .40 ( } RECORD DATA PER PARCEL MAP NO. 9650 FD 1/2" I.P. W /DISK - _ w 30.0' 355.40' TI �� t LS 2789 PER MAP 4710 �, A 11 j J RECORD DATA PER MAP NO. 4710 J \. RECORD DATA PER FILE NO. 89- 501711 RECORDED SEPTEMBER 18, 1989. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF GUADALAJARA DRIVE M ELBA ROAD AS SHOWN ON PARCEL MAP 9650. 1. E. SOUTH 89 0 33'49" EAST N ! ►� p w �0F\-)-, SURVEYORS STATEMENT A A THIS MAP CORK ECTLY REPRESENTS A SURVEY MADE BY ME OR GL z o UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS Q r d- OF THE PROFESSIONAL LAND SURVEYORS ACT AT THE REQUEST OF r — r C. , r 10 ��� BETHLEHEM EVANGELICAL LUTHERAN CHURCH IN APRIL OF 1999. Z[ 7 10 ad 00 w _ � II o o r "J�+ �ANp _­)Q J�� \J I I c M Z S -Z - aQ w ES EYE .S. 4307 �� �` JAMES L. MEYER 0 UN I I (�} co 1 \1 :1 � 2 N w � Exp. 4307 o � � � � p. 6-30-00 � d ° z o o C p, �° � FORK\ I COUNTY SURVEYORS STATEMENT _0-) THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS s' DAY ! d OF J'' /VPE ,1999. ! to ! D" A= 1, D= 90 °18'08" 5 AND s,. 9 PROPERTY CORNERS SET AT 3.0' ! � �U L = 31.52 R = 20.00' OFFSET ALONG PROPERTY LINE FD 1/2" REBAR & CAP, , v � �tiQ 98�,��. DUE TO CONFLICT WITH 24" DIA. LS 3788 PER PM 9650 PHILIP J. GIURBINO, P.L.S. 4424 Q� ((A= 90 °16'27' >)) PINE TREE ACCEPTED AS SE COR, COUNTY SURVEYOR ' ! ((L = 31.51)) NE 1/4, SW 1/4 SEC 14 Exp.: s -o� S89 °33'49 "E -4846 Ati � 335.30' OF CA�- -SEE NOTE- CO LINTY RECORDER'S STATEMENT MELBA ROAD R S g 76 0 DETAIL 'A' 385.40' o FILE N0. GREW 574.76 363.01 (363.02 ) S89 °33'49 "E 1323.17' (S89 °33'49 "E 1323.18') FILED THIS DAY OF 1999 AT • 37 P M. IN -� BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE REQUEST OF JAMES L. MEYER. I I Lu FD 1/2" REBAR & CAP, LS 3788 PER ... PM 9650, ACCEPTED AS SW COR, NE 1/4, FD STD. ST. MON. BRASS DISK GREGORY J. SMITH B Y: � STAMPED RCE 23909 PER COUNTY RECORDER DEPUTY SW 1 /4 SEC 14 MAP 10863 JU I FEE: 8.00 r'./4 L 0 r o BURKETT & WONG ENGI.N.EERS CALIF. COORD. INDEX 318 -1689 A. P. N. 259-180-17-00