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1998-121943c1 - 13 - 166 !4 .J J -P] \j] %8 IN; 4 ��5?'so� �, 30 40 "y�, kR ) o P COL J (R)� C) r) P \jj 3766 SEARCHED , NOT �FFD . I � N88'33'30 "E 247.44' €N8fi'00'40 "E� FD. 1/2" SQ. PIN, GRANT DEED NO MK' S, NO RECORD �� l' � !I - rr - --_... ri ...� J � � �� - J F/P . 1993- 0339692 � NO =40 ! 00'G 5 -28 -1993, 0. R. 2� . s 31 X /D=58 °55'00 %a4. Z v 49 RESET PER / R =200 00 �jo �y , - .0, LEGEND / L=205.66' < SEARCHED , NOT FD. 2 ���- � N �V64, 6 J � / D =58 ° 55'00 ,� LONE R ��. Ito D_51 ° 49' S2" p '1p�� `� p / R = 66' 000.,1 . " i �, R- 400.00 30 W \ LL1 D=09 0 49'20" (PRIVATE) 1, © L 2 0,2 0 h-- ) R = 1000.0 s \ C•qN ° L=171.43 --m ` D =09 "49'20 0 R =1000.00 ,,r c L= 171.43' FD . 1 /2" PIN , NO CAP A , �... - -�. ER p �5� Q PER ROS 14115 $ , 1� , 31"E 105, - CA� �1N� - .J NOT ACCEPTED AS CORNER N7...- --�' „ E 10 pN [N86'59' 44 "E] N86'58'10 "E 32.86' RESET PER LEGEND CURVE 3 RESET PER LEGEND � J r P� 2 tQ TO FOUND MONUMENTS NOT QC) (ROS 6085) OA SO4 "E 4 © S62'45'23 "E 0.65' © S1 4'23'06 "E 0.39' © �!7 N N EO S74'52'06 "W r1�/ LC, of ci Al N N S31'47'58 "E 0.18' C.� U w w 0.08' HO N74 5"W 0.08' OI S20 YE ca N ' S1 2'45'27 "W 0.88' w co � 0.84' P�'L 1 S83'41'33 "E 0.11' Q N08'13'53 "W 0.08' Nd S67 "E 0.15' 0 N15'56'41 "E L 15 © 14 M K 16 Q� 13 0.12' CURVE 2 S34'00'39 "W RESET PER LEGEND Q N48'04'30 "W 0.14' TO N82 7"W 0.15' 12 H � o 6.02' QV 11 I ��, N 45. 1997) '. 2 0.27' w (A CA S1fiO425W " 0.07' _ _ � L J r � � N31'00'21 "W 1.09' Z� N89'32'06 "W 0.19' r) r r r F 1 \lJ J 2 4 J J ] \JJ AP 1 r�J 1 6 ri FD. 3�4" IP W /CAP F 9 MK'D LS 4368 BLAKE" 8 G - -- PER C.R. 1997 .5a , 2$ rW�RI 0 21, CURVE 1 D =8 °55'24" RESET PER LEGEND 7 R= 320.00' L= 49.84' PER CR1997 P C 3 &11 � ' ]\./J - 174 6 2 A � s .P IM 7 666 6 3 O� O N g L '- N z z 01 J vIAD FD . 1/2 " . PIN \jJ �� -12 FD 2 I P W/TAG LS 3 PER PM 65, MKS RCE 26525 MAP 2780, RO 4115, PER PM 9156, MAP 12780 S 14741 I r J J 0.08' S'LY OF LINE RESET LEGEND BASIS OF N89'37'47"W 400.17' BEAR I NGS >•--- (N87'48'32 "E) N89037'47 "W 940.24' P C L TIES TO FOUND MONUMENTS NOT ACCEPTED (ROS 6085) OA SO4 "E 0.40' © S62'45'23 "E 0.65' © S1 4'23'06 "E 0.39' © N04 "W 0.08' EO S74'52'06 "W 0.22' FO S31'47'58 "E 0.18' © S32'52'39 "E 0.08' HO N74 5"W 0.08' OI S20 YE 0.12' �J S1 2'45'27 "W 0.88' KO S07'58'1 0 "W 0.84' © S83'41'33 "E 0.11' Q N08'13'53 "W 0.08' Nd S67 "E 0.15' 0 N15'56'41 "E 0.19' © N 06'10' 46 "W 0.23' Q� N33'52'29 "E 0.12' ® S34'00'39 "W 0.18' Q N48'04'30 "W 0.14' TO N82 7"W 0.15' QU N26'54'57 "E 0.19' QV S06'20'34 "E 0.33' QW S77 21'12 "W 0.27' XO N82 6"W 0.07' YO N31'00'21 "W 0.71' Z� N89'32'06 "W 0.19' FD. 1/2 IRON PIN PER PM 12431 CAP MISSING (RCE 16421) C 4 X:�) DOVE HOLLOW ROA JVJAP 13320 DUDEK AND ASSOCIATES INC. JN. 860 -50 860ROS.DWG PER PM 6585 (LS 3788) . .� -r-' � ' 4 A S1S O F Pt0� A� o z v UJ O B r w Y �~ 1 a z 28 RED P C' `.. -� N21 "E 39.15' [N21'04'36 "E 39.20'] T 24 CURVE 4 �f- N07'04'39 "W 44.86' [N7'00'1 2 "W 44.99'] 100 0 100 200 1 INCH = 100 FT. CENTERLINE CURVE DATA MEASURED RECORD RECORD (MAP 12816) (ROS 6085) CURVE 1 D =23 ° 18'24" D =23 ° 18'41" D=23 ° 16'16" R= 350.00' R= 350.00' R= 350.00' L= 142.37' L= 142.40' L= 142.16' T= 72.18' T= 72.20' T= 72.07' CURVE 2 D=08 0 40'11" D =08 0 40'44" D=08 ° 40'14" R= 330.00' R= 330.00' R= 330.00' L= 49.93' L= 49.99' L= 49.94' T= 25.02' T= 25.04' T= 25.02' CURVE 3 D =13 °16'54" D =13 °15'19" D=13 °15'16" R= 390.09' R= 390.09' R= 390.09' L =90.40 L--90.23 L =90.22 T= 45.41' T= 45.32' T= 45.31' CURVE 4 D =28 0 07'41" D=28 0 04'47" D =28 °05'03" R= 140.09' R= 140.09' R= 140.09' L =68.73 L =68.61 L =68.62 T= 35.07' T= 35.01' T= 35.01' FD. 5 "x5" CONC. MON. W /BRASS DISC "CURREN LS 2341" PER PM 3561, 9156, MAP 12780 SURVEYOR'S NOTE AS OF FEBRUARY 18, 1998, MONUMENT 0 HAS BEEN REPLACED WITH A M -10 CENTERLINE MONUMENT WITH CAP MK'D "LS 4368" PER MAP 13320. SAID M -10 MONUMENT HAS NOT BEEN TIED TO THIS SURVEY. -- - - - - -Z 22 98 R IN D DALE HARVEY, -jR. L. kX292 M GISTRATION EXPIRES ON 1 51. 1999 COUNTY SURVEYOR'S STATEMENT ® FOUND MONUMENTS TABLE OF WHAENTATION 1,7,13 FD. 1/2" SQ. PIN, ILLEG. UNDER AC PAVING ACCEPTED AS CENTERLINE P.I. PER ROS 6085 (RCE 6404), MAP 12816. 2,4,8, FD. 1/2" SQ. PIN, ILLEG. NOT ACCEPTED AS R/W EC. PER ROS 6085 (RCE 12,14,19 21 6404) MAP 12816. SEE TABLE FOR TIES. 22,24,26,29 ' 17 FD. 1/2" SQ. PIN, ILLEG. PER MAP 12816. NOT ACCEPTED AS R/W EC PER PM 3765 (LS 3599). SEE TABLE FOR TIES. 3,6,9,11, FD. 1/2" SQ. PIN, ILLEG. UNDER AC PAVING, NOT ACCEPTED AS CENTERLINE 15,18,25 EC. PER ROS 6085 (RCE 6404), MAP 12816. SEE TABLE FOR TIES. 16 FD. 1/2" REBAR W /PLASTIC CAP "RCE 16421" PER PM 1242, MAP 12816, NOT ACLtr'itU AS R/W EC. SEE TABLE FOR TIES. 20,23 FD. 3/4" IP "LS 4813" PER MAP 12816. ACCEPTED AS CENTERLINE P.I. PER MAP 12816. 27,28 FD. 3/4" IP "LS 4813" PER MAP 12816. 30,31 FD. 1/2" REBAR W /CAP "LS 6215" PER ROS 14115. 5 FD. 1/2" SQ. PIN, ILLEG. NOT ACCEPTED AS R/W EC. PER ROS 6085 (RCE 6404), MAP 12816, PM 12431, CR. 1997 SEE TABLE FOR TIES 10 FD. 1/2" REBAR W /PLASTIC CAP "RCE 16421" PER PM 12431, MAP 12816, CR. 1997, NOT ACCEPTED AS R/W EC. SEE TABLE FOR TIES. RECORD OF SURVEY OF A PORTION OF LONE JACK ROAD AND LONE HILL LANE, IN TOWNSHIP 11 SOUTH, RANGE 3 WEST, SBBM, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE SOUTHERLY LINE OF MAP 12780. I.E. N89 0 37'47" W. LEGEND 0 INDICATES FOUND MONUMENT AS NOTED IP INDICATES IRON PIPE 0 INDICATES SET 2 "x24" IRON PIPE WITH STAMPED TAG "LS 5292" 0 INDICATES SET S.D.R.S.D. M -10 MONUMENT WITH BRASS CAP STAMPED IS 5292" (} INDICATES RECORD DATA PER PM 3765 € INDICATES RECORD DATA PER PM 6585 [ ] INDICATES RECORD DATA PER MAP 12816 NOTE THE MONUMENTS FOUND ALONG LONE JACK ROAD AND LONE HILL LANE WERE LOST OR DISTURBED DUE TO CONSTRUCTION. SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC11ON IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF THE BARRATT- AMERICAN INC., IN 1994 THRU 1997. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS 3rd DAY OF /Yi14 , 19 PHILIP J. GIURBINO L. S. 4424 COUNTY SURVEYOR 4 ✓ � AND S� S. Giu, Exp.: 9 -30-01 ° LS OF C RECORDER'S STATEMENT FILE N0. Lggk _ __ FILED THIS 011 ' � 4 DAY OF Mt"M , 19 qg AT c?"33 O'CLOCK _.1 .M., IN BOOK OF RECORD OF SURVEY MAPS AT PAGE 13�� AT THE REQUEST OF REGINALD DALE HARVEY ,JR. GREGORY J. SMITH COUNTY RECORDER BY: NM A____ _ DEPUTY CO Ty RECORDER FEE S 8.00 RF CALIFORNIA COORDINATE INDEX 326 -1701 APN 264 -231: 264 -024: 264 -020