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2013-227897RECORD OF SURVEY NO. �1 4 4 5 SHEET 1 OF 2 SHEETS l❑ FD. L &D WITH TAG RCE 24000 PER ROS 9887 & MAP NO. 12014. ACCEPTED I�� 1 I i RECORD OF SURVEY AS THE NW COR. OF SE 114, NW 114, SEC. 10. �W U I T,A + THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE SOUTH HALF OF -4z M4 P IV � � � � � THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, TOGETHER WITH A PORTION NW COR, SE 1/4, NW 2❑ FD. 6" X 6" CONC. MON PER R.O.S. 8734 & 16601. ACCEPTED AS S.E. CDR. I° OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, / N 1/2 NW 1/4 S 1 2, E 1 2, , SE 1 4, , SEC. 10. 1 =� ii4, SEC. 10. / / �` I TOWNSHIP 13 SOUTH, RANGE 4 WEST OF SAN BERNARD/NO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING �3 FD. 2" I.P. STAMPED "L.S. 6922" PER MAP NO. 13998. jo 1 I TO THE OFFICIAL SURVEY. I 4] FD. LEAD AND DISC STAMPED "L.S. 6922" PER MAP NO. 13998. LEGEND ON A 9.75 OFFSET. i qi 0 1 IVOR-) I+rl 1 / � Of i INDICATES FOUND MONUMENT AS NOTED ❑5 FD. 314" I.P. NO DESC. HELD AS A POINT ONLINE ON THE EASTERLY RIGHT I— W i '3 114, I OF WAY OF SAXONY ROAD. R� J S 93,37 o I 1\/W /tl I f , PER CROAD FOUND � � DIEGO UNLESS OTHERWISE DNOTED� SURVEY MONUMENT © FD. 314" I.P. STAMPED "RCE 16611 " PER ROS 8734 NOT HELD. i I S�`�r f f / \/ I () INDICATES RECORD DATA PER ROAD SURVEY 700 -1 AND DOCUMENT NO. 47807 �7 FD. 112" SQUARE PIN PER R.O.S. 1338, R.D.S. 3728, R.D.S. 4348, R.O.S. Fi�J1 4343 I 2 �1 -� I RECORDED 3/12/1971, OF OFFICIAL RECORDS, UNLESS OTHERWISE NOTED. 9887, R.S. 700, MAP NO. 12014, MAP NO. 13481 AND P.M. 16868. ACCEPTED co AS THE NE CDR, NW 114, SW 114, SEC. 10. A rnl I c) INDICATES RECORD DATA PER ROS 8734. cn ® FD. 112" SQUARE PIN DOWN 0.40' IN A.C. ACCEPTED PER R.O.S. 9887 AND MAP Iva•' CN �� C � f � INDICATES RECORD DATA PER ROS 16601 MAP NO. 12014. 1 01 4 I I 2 (( )) INDICATES RECORD DATA PER MAP NO. 13998. R9 FD. STANDARD STREET MONUMENT NO DESCRIPTION, ACCEPTED PER MAP N0. NW COR, S 112, 1 „�� I N88'59'1 7W 1404.53' 4 INDICATES RECORD DATA PER MAP NO. 12014. 12014. SE 114, NW 114, I I I ^ IN 89'19'00" W 1383.77'] " SEC. 10 I I N 47 < > INDICATES RECORD DATA PER DOC. NO. 2000- 0399848. l0 FD. 2 I.P. STAMPED RCE 16611" PER R.O.S. 8734, R.O.S. 16601, MAP N0. ESTABLISHED AT I _ r I I ., 13258, MAP NO. 13356, AND MAP NO. 13998. ACCEPTED AS THE CENTER OF THE MID -POINT i o zW i �, « » INDICATES RECORD DATA PER ROS 9997 AND ROS 11125. SEC. 10. BETWEEN FOUND �; '- o?� I !° NW COR, SE 114, a h r N° m 11 FD. 314" I.P. STAMPED "LS 4158" PER R.O.S. 9997 AND P.M. 18693. NW 114, SEC. 10 W z ° N SOUTH �� AND NE COR, NW (4 `D o I "� SE 114, � Co to 12 FD. BENT 314" I.P. STAMPED "RCE 6611 " PER R.D.S. 8734 HELD BASE. 1/4, SW 1/4, �_ _ W I� Iv�� >�-� BASIS OF BEARINGS SEC. 10. o f W THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE °, Le "� II vrr�` l']�Iv `� N � COORDINATE SYSTEM CCS 83, ZONE 6, EPOCH 1991.35 BASED ON THE GRID to ` �o Io 1 � '? BEARING BETWEEN STATION ENC -26" AND STATION ENC -27" BOTH HAVING A II N CALIFORNIA COORDINATE VALUE OF FIRST ORDER OR BETTER AS SAID STATIONS ARE m IPUBLISHED IN RECORD OF SURVEY 18416. 1. E. N84'2230 E ca QUOTED BEARINGS FROM SAID REFERENCE MAPS MAY OR MAY NOT BE IN TERMS OF 7 �I SAID SYSTEM. o o UNION _ — — — ---UNION-STREET _ _ _ _ _ _ 10 ((N88'21 'SO "w 346.64' THE COMBINED SCALE FACTOR AT STATION "ENC -26" IS 0.99996311 +v STREET -_ _ _ _ _ _ _ - - ,�) = RUN DISTANCE X COMBINED SCALE FACTOR a w y 1 I - - - - - — — — — — — — — N88 21 54 "W 346.64 GRID DISTANCE GROUND D I ---"W 75.2 . — j I ((N88'21 50 W 75,28¢)) SF.N.F. HELD RECORD 3 Q I <N88'S9'49 "W 75.26 ) DISTANCE PER MAP N0. I 13998 BETWEEN FOUND, 1 � N06'01,54 "W 159.05' 3 MONUMENTS SURVEYORS STATEMENT A/JA P 13--131 i I <N06'41 28 'W 159.55) 1 I i — — — — ((N06'01 59 "W 159.00')) THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S I N ^ LOT P �a ACT AT THE REQUEST OF THE LEICHTAG FOUNDATION IN JULY OF 2012. 17.1 V- lJJL' \ I =W `� `W ECKE 1 = I NAVD 88 ELEV. I RANCH RCA . -6= 175.189 � � OUG4STROU 53 ATE o 0 p 200 0 200 400 600 I I= Q o I o o <N89-18'41'W 204.63'> ESTABLISHED BY RECORD ANGLE AND DISTANCE FROM �.2 2 ((N88'39'12 "W 204.63')) L.S. 8553 i Q i n� I I PARCEL 2 THE EAST PER DOC. NO. 2000- 0399848 AND MAP V N88'39'05'W s Q SCALE 1'=200' L �u,— co Lo FERTIFICATE OF COMPLIANCE 13998. 2 "IP LS 6922 PER MAP 13998 REJECTED 204.63' /�,� P fJ ° �; °'� 1 DOC. ND. 2000 - 0399848 HEREON. NO MENTION OF OFFSET ON CERT. OF _ _ - _ _ - _ - 4 IW 00 o O I CORRECTION FOR MAP 13998. _ OF CALt�� SURVEYOR'S NOTE: I I N w I No7.04'o7 "E 0.50' 3 i THE ESTABLISHMENT OF THE 1116 LINES OF SECTION 10 ALONG WITH THE A N w N I r PARCEL 1 I RIGHT OF WAY ALONG SAXONY ROAD PER ROS 8734 WAS FOUND TO BE IN I Q,' Z u� 1 I Ivr 114 � CERTIFICATE OF COMPLIANCE ERROR. THIS SURVEY IS IN AGREEMENT WITH THE SUBDIVISION OF SECTION 10 I O N N I S W I � f1 DOC. NO. 2000 - 0399848 (� � W COUNTY SURVEYOR'S STATEMENT PER ROS 9997, ROS 10516, ROS 11125 AND PM 18693. I r ,- Y, _ 4 � � � � ROS 10515 I i z 1 I J r rlOI \f , \J\� ' / o o THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 /4; to vi A OF THE PROFESSIONAL LAND SURVEYORS ACT THIS CITH_ DAY OF 0 ;:�; ^ I AMIC_ 2013. LEUCADIA BLVD. i i G'' o � M4 P �0 SAND S� PROJECT 'gyp I I o c\q co 13-9,93, Z �� �E T PUEBLA ST. SITE 1 I I I j o �` �� o� UNION TERRENCE T. CONNORS P.L.S. 5099` L.S. 5099 I <N89"18'4 1 W 299.77) v �" � ST '� 1 COUNTY SURVEYOR s r-1 3o1 13 Ex? Q n � SW COR, NE 114, SW � ((N88'39' 12 "W 299.77)) � 5 g 114, SEC. 10 PER ROS I I I N88'38' 12 "W 299.86' a 9TF �, ,rn 9997, ROS 11125 AND I (N89' 10' 14 "W 1381.48' PM 18693) n 11 RECORDERS STA TEMENT of c AL �F ° PM 18693. I N89' 10'52 "W 1381.38' � FILE NO. A0 G 0 2.2 2 R`'q / STATION ENC -26 j I%'av N89'10'52"W 1346.66' _ BI I ROS «N89' 10' 14 "W 1346.86» N I FILED THIS I DAY OF A f'R i (- 2013, AT \�P FOUND 2.5 CITY OF ENCINITAS I I 11 N -997 3 )� O'CLOCK, M. IN BOOK OF RECORD OF SURVEY MAPS � I 11125 (N89'30 45 "W 1 1346.62 ] cn �^ BRASS CAP MKD. "LS 7322" L -- N 1965111.036 J SE COR, NE 1/4, �\' Q AT PAGE AT THE REQUEST OF DOUGLAS B. STROUP. 0 ' -y' SW 1/4, SEC. 10. o E 6244075.873 GRID q� / _ CONVERGENCE= - 0'34'10.519" �, ` QN\ ERNEST J. DRONENBURG, JR. CGF= 0.99996311 ��'0 •�` 01 % 3jrJJ \� STATION ENC -27 COUNTY RECORDER BASIS OF BEARINGS N84'22'30'E� 3822.15' (GRID) BRASS CAP" MKD. "LS ENCINITAS 7322 BY: JU&?der-0� VICINITY MAP — — — — — — — — — — 3822.29 (GROUND) n — — — — — _ — — N 1965485.663 DEPUTY NOT TO SCALE V— E 6247879.619 GRID ,0to FEE $ LO-00 HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING - ENGINEERING - SURVEYING 9707 WAPLES STREET - SAN DIEGO, CA 92121 (858) 558 -4500 - FAX (858) 558 -1414 R: \ 1107\ &Map \RS Ecke Sht 01. DWG[ 1 Mar -28 -2013: 17: 50 W. 0. 3048 -0001 CCI: 326 -1684 APN 256- 330 -62 :-T f DETAIL 'A " 40 0 40 80 120 SCALE 1'=40' - °i o Z 480.33 1 648.59' 168.25' ;IL WEST LINE OF SE 114, 9 NO2'07'247E 247.78' NW 114 SEC. 10. [[NO2'07'52'E 247.75']] I 1`JJS 9837 RHOS 4348 DETAIL "B " I►_; W I I I I 4.�N88*53'46"W 19.69' I I N01 '46'43 "E 324.83' [N00'25'34 "E 324.83] I (NO 1 '05'07 "E 324.84' ROS 10516) I - N01 '46'43 "E 324.81' _ - I (N04 *05'35 "E 1297.37' ROS 9887) (NO3'27'30, 1297.21 ' ROS 1338) N04'05'02 "E 1297.18' 137.72' �. JVJ/ -I ,P NO, 1-2014 I I I RECORD OF SURVEY NO. SOUTH 1121 SE 114, NW 114, SECTION 10 330.91 5 �-- N SAXONY ROAD N87'S2'36 "W 3.95 6 _ NO2'0724 "E 510.92' N04'05'02 "E 648.59' WEST LINE OF 4.00' 4 SE 1/4, NW 1 ' / SEC. 10, IDENTICAL POINT I'VE 114, SW 1141 SECTION 10 N - EL IS 7'00 --1 N SAXONY ROAD - - - -WEST LINE OF NE 114, SW 1/4 SEC. 10. A/] AF 134,31 I DETAIL "C" N01-46'43"E 981.65' [NO1'06'57'E 980.84'] (NO 1 '46'22 "E 980.78' ROS 10516) N01'46'43 "E 980.93' NO 1 '20'28 "E 1306.94' (NO 1 '20'58 "E 1306.96' MAP 13481) (NO1'20'42'E 1306.85' ROS 10516) HWSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING - ENGINEERING - SURVEYING 9707 WAPLES STREET - SAN DIEGO, CA 92121 (858) 558 -4500 - FAX (858) 558 -1414 R: \I 107\LMcLp\RS Ecke Sht 02. DWG[ I Mar -28 -2013+ 181 07 W. 0. 3048 -0001 IDENTICAL POINT NE 1141 SW 114, SECTION 10 SAXONY ROAD _ N N01 '46'43 "E 1.23' ROS I05 1 J WEST LINE OF NE 114, SW 114 SEC. 10. FE .1445 SHEET 2 OF 2 SHEETS 179.60' � I I I I Z WI Iz P4I I� hl NO2'07 24 T 179.89' j_ �- 4.00' NO 1 '46'43"E 981.65' [NO1'06'57 "E 980.84] (NO1'46'22'E 980.78' ROS 10516) N N01 '46'43 "E 980.93' NO 1'20'28"E 1306.94' (NO 1 '20'58 "E 1306.96' MAP 13481) (NO 1 '20'42 "E 1306.85' ROS 10516) Z^ 7.93' ROS 10516 Rios 9997 m Fiv] 18693 yN89' 10'52'W 25.00' .7 '- ESTABLISHED BY PROJECTING SOUTHERLY FROM WELL MONUMENT TO THE INTERSECTION WITH THE NORTH - LINE OF THE SW 114 OF SEC. 10, FROM FOUND --- MONUMENTS PER ROS 9997, 10516, 11125 AND PM_ _ HELD 9.71' PER MS 750, ROS 9777, ROS 10516 AND PM 18693. CCI: 326 -1684 APN 256- 330 -62