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2018-7000142r------- - - - -w- w - -w� w -wn 1 LINE DIREC71ON 1 1 N88'5349 "W HELD 350.14' PER DD2 i 1 0 0E 0 L3 1 1 1 1 o ° a C') SITE 'P. �5� P► 1 Q 0.17' Z JN MouNrA 1 1 1 1 a a VIA MOLENA W 1 �, 1 ENCINI �Fo 1 TAS 1 1 5 1 1 SANTA FE DR. o 1 ' 1 � N ' 1 ' VICINITY MAP ' ' 1 NO SCALE ' 1 LEGEND INDICATES LIMITS OF UNDERLYING FEE 777LE INTEREST SUBJECT TO A PUBLIC ROAD EASEMENT INDICATES FOUND MONUMENT AS N07ED A INDICATES FOUND STANDARD STREET SURVEY MONUMENT 0 INDICA TES SET 2" X 24" IRON PIPE WITH DISC STAMPED "L.S 7019'* ❑ INDICATES SET LEAD & DISC STAMPED "L.S. 7019" IN CONCRETE WALK AT 9.00' OFFSET, OR AS N07ED () INDICA TES RECORD VALUE PER ROS 18952 DD INDICATES RECORD VALUE PER DEED RECORDED MAY 11 2003 AS INST. NO. 2003 - 0513004, O.R. DD1 INDICATES RECORD VALUE PER DEED RECORDED AUGUST 2, 1967 AS FILE NO. 114286, O.R. DD2 INDICATES RECORD VALUE PER DEED RECORDED MARCH 1, 1965 AS FILE NO. 35404, O.R. SNF INDICA TES SEARCHED FOR, NOT FOUND A❑ INDICATES PUBLIC U71LI TY EASEMENT RESERVED FROM VACA T ION OF VILLAGE SQUARE DRIVE RECORDED AUGUST 9, 2016 AS INST. NO. 2016 - 0404800, O.R. © INDICATES 72' WIDE EASEMENT FOR COUNTY HIGHWAY RECORDED MARCH 15, 1978 AS INST 78- 102708, O.R. LINE TABLE LINE DIREC71ON LENGTH L1 N88'5349 "W HELD 350.14' PER DD2 L2 N1 V335 T (S00'26'10 "E 379.55' 379.66 )DD L3 N1 '03'35 "E 312.86' L4 N86 "4854 "W 339.03' CUR VE TABLE CURVE DELTA RADIUS LENGTH C1 1558103" 2000.00' 545.74' C2 87'5229" 20.00 30.67' PARCEL 3 z N„ CD RE- ESTABLISHED NORTHWEST CORNER OF THE NE 114 OF THE NE 114 OF SEC71ON 14 BASED ON RECORD 71ES SHOWN ON ROS 18952. R. OF S. MAP N0. ama9ma53 FOUND 4" CONCRETE MONUMENT WITH DISC STAMPED "LS 2806" I PER ROS 4922 AND SHOWN ON ROS 12444, ROS 18952, MAP 7433 & MAP 9764. ACCEPTED AS CORNER COMMON TO SECTIONS 11, 12, 13 & 14. 11 12 ITE N8875'19 "W 1316.62' N88'51'06 "W 1313.95' y��• (N88'50'44 "W 131394) SEE DETAIL 'B' 14 13 BELOW LEFT I NORTH 1 /2 OF NE 1/4 OF NE 1/4 SECTION 14 7p- ° FOUND 2" IRON PIPE Wt 7H DISC , '(i •- SET GIN SPIKE & WASHER I STAMPED "SD CO ENGR" PER ROSY 99 o 126' WIDE EASEMENT STAMPED "LS 7019" IN 18952. ACCEPTED AS POINT ON THE Ui FOR COUNTY HIGHWAY ASPHALT DRIVE AT NORTH LINE OF THE SOUTH 112 OF N N CO REC. JUNE 5, 1980 AS PROPERTY CORNER NE 114 OF NE 114 OF SECTION 14 INST 80- 181586, O.R. (S88'S2' 18 E I � � � 1316.41') HELD D. �— N88 *52 44 W , i 1316.41' `-' — 474.40' ' (474.45) 842.01' 841.96' 1272.10' I PARCEL MAP NO. 4274 m Do niv 83 63' w i PARCEL 4 ^ o SOUTH 1/2 OF NE 1/4 W N '* V. ��5 OF NE 1/4 SECTION 14 --j �t� FOUND 2" IRON PIPE Wl T. 13 S., R. 4 W. S. B. M. NTH �, ! W DISC STAMPED LS 6034 A PER PM 1149. ACCEPTED '�� � ��,, „ SOUTH LINE OF AS POINT ON THE SOUTH t° ;� v NE 1/4 OF NE 1/4 �� -- SEE DETAIL 'A' LINE OF THE NE 1 4 OF OF SECTION 14 N 'b pct / AT RIGHT I / o NE 114 OF SECTION 14. LO Z 1318.88' (1318.87) i PM 11149 �' I PM 20583 I - - l 1 - i - - _ i aP.& STATION 1030 � N 1961044.00 SNF E 6250269.68 ,t4j IL FOUND 2 IRON PIPE A W17H DISC STAMPED "RCE 10284" PER MAP 8465 AND \ SHOWN ON MAP HELD 100'4446" SNF--' 9764 & ROS 18952. PER ROS 18952 l � ,htih I DETAIL 'B' PROJECT DESIGN CONSULTANTS Planning I Landscape Architecture I Engineering I Survey 701 B Street, Suite 900 San Diego, CA 92101 619.235.6471 Tel 619.234.0349 Fax NO SCALE SEARCHED FOR, NOT FOUND. ESTABLISHED BY BEARING - BEARING INTERSECTION. 1214.50' L 1 35674' 890.14' (890.14)00 42874 ,u, N88;53�49 "W 1340.31 (N88 53 52 E) O� O� I O� EAST LINE o Lo (S89'2434 "E)DD cR Q� � OF DD2 N ^ a SEE DETAIL 'C' I° POR 1/4 BELOW RIGHT o Z TI ON OF SE I 1 /4 OF N E R �S SECTION 14 HELD PARALLEL (540.00)DD1_1 HELD PARALLEL 72' S C2 SNF ENC /NI TA BOULEV ❑ L4 N86'48'54 *W ARD ° 430.54' (S8726'00 "E)DD • w ammm �i 1404.10' — �I wi o� N I �I Z O 2 Q - � I 130.09' - 0'33'08.088" Z U o V CONVERGENCE ANGLE A T STA77ON 1028 (ENC -28) ELEV. 250.48 (N.A. V.D. 88) G<P.S. STA7I01V 1028 FOUND WELL MONUMENT NTH DISC STAMPED "LS 5663" N 1963311.46 E 6253728.72 ELEV. 250.48 (N.A. V.D. 88) FOUND 2" IRON PIPE N7H DISC STAMPED "SD CO ENGR" PER ROS 18952. ACCEPTED AS NORTHEAST CORNER OF 7HE SOUTH 112 OF NE 114 OF NE 114 OF SEC11ON 14 EsrneusHEO A co --�_ MIDPOINT OF 00 I SEC 110N LINE FOUND 3/4" IRON � Mo PIPE W/1H BROKEN TOP, NO RECORD. NOT V SED. \ 1 N78*51 '26 E �J 0.17' DETAIL 'A' NO SCALE CENTER LINE OF COUNTY ROAD SURVEY NO. 458 SHEET 1 OF 1 SHEET RECORD OF SURVEY OF. THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND A POR71ON OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, ALL OF SEC11ON 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINI TAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. PER VESTING DEED DOCUMENT NO. 2003 - 0513004, RECORDED MAY 1, 2003, O.R AND VESTING DEED DOCUMENT NO. 2011 - 0500686, RECORDED SEPTEMBER 27, 2011, O.R. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS 7HE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN POINTS "A" AND "B" SHOWN HEREON. SAID POINTS WERE ADJUSTED TO 1ST ORDER G.P.S. STA 71ON 1028 (ENC -28) AND 1ST ORDER G.P.S. STA 71ON 1030 (ENC -30) PER ROS 18416. I.E., NORTH 56'45'16" EAST DISTANCES SHOWN HEREON ARE GRID DISTANCES THE COMBINED SCALE FACTOR AT G.P.S. STA71ON 1028 IS 0.99995988. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. QUOTED BEARINGS FROM REFERENCE DEEDS/MAPS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. SURVEYOR'SSTATEMENT THIS MAP CORREC7L Y REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC71ON IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF 7RC ENCINITAS VILLAGE, LLC IN JANUARY 2018 AND MONUMENTED IN MARCH 2018. 10 LAND S�� N0. 7019 *' GARY L. HUS, PLS 7019 DA T F s� ��r OF C001 9 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS DAY OF Aard 2018. y�10 LAND SGT `���000 w.• T y�'�' ` o * N0. 7131 *, 12.8' 9.0' OFFSET qTF OF CAL 9.8' SNF . SNF (S88 56 ' 58 " E 1323.81) N88'56'59 "W 1323.80 DETAIL 'C' SCALE: 1`-100' *TODD��11 THOMAS, PLS 7131 COUNTY SURVEYOR RECORDER'S STATEMENT FILE NO. ZO %% - 700014Z. F7LED THIS Z'3 tf DAY OF fAPRI L. 2018 A T Z: S 4 O'CLOCK P. M., IN THE BOOK OF RECORD OF SURVEY MAPS, AT PAGE — A T THE REQUEST OF GARY L. HUS. FEE: $ ERNEST J. DRONENBURG, JR. COUNTY RECORDER C2 N07E• ALIGNMENT OF WLLAGE SQUARE DRIVE IS NOT PARALLEL / Nf7H PROPERTY LINE AS BY: DEPUTY COON RECORDER ESTABI MED PER RECOD DEED& P:\4271\Su:-vey Boundary \POS \ / 27' - x-aS - 01.0'w Apr 11, 2018 -- 9:05arn I APN 259 - 121 -15 & co --�_ 00 I Mo �J 00 �Fo o� o .N„'�,o o (3 Cdr Ct FOUND 2" IRON PIPE WITH DISC "RCE o 0 0 co I v I 3 STAMPED 29577" PER MAP 12582 AND SHOWN ON ROS 18952. Uj v ACCEPTED AS EAST 114 CORNER z Z OF SECTION 14 S �°, Z ` ` ���9�96• " HELD 89"47"28 N - o 72' PER ROS 18952 ° Q I SHEET 1 OF 1 SHEET RECORD OF SURVEY OF. THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND A POR71ON OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER, ALL OF SEC11ON 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINI TAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. PER VESTING DEED DOCUMENT NO. 2003 - 0513004, RECORDED MAY 1, 2003, O.R AND VESTING DEED DOCUMENT NO. 2011 - 0500686, RECORDED SEPTEMBER 27, 2011, O.R. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS 7HE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 6, EPOCH 1991.35 GRID BEARING BETWEEN POINTS "A" AND "B" SHOWN HEREON. SAID POINTS WERE ADJUSTED TO 1ST ORDER G.P.S. STA 71ON 1028 (ENC -28) AND 1ST ORDER G.P.S. STA 71ON 1030 (ENC -30) PER ROS 18416. I.E., NORTH 56'45'16" EAST DISTANCES SHOWN HEREON ARE GRID DISTANCES THE COMBINED SCALE FACTOR AT G.P.S. STA71ON 1028 IS 0.99995988. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. QUOTED BEARINGS FROM REFERENCE DEEDS/MAPS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. SURVEYOR'SSTATEMENT THIS MAP CORREC7L Y REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIREC71ON IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF 7RC ENCINITAS VILLAGE, LLC IN JANUARY 2018 AND MONUMENTED IN MARCH 2018. 10 LAND S�� N0. 7019 *' GARY L. HUS, PLS 7019 DA T F s� ��r OF C001 9 COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS DAY OF Aard 2018. y�10 LAND SGT `���000 w.• T y�'�' ` o * N0. 7131 *, 12.8' 9.0' OFFSET qTF OF CAL 9.8' SNF . SNF (S88 56 ' 58 " E 1323.81) N88'56'59 "W 1323.80 DETAIL 'C' SCALE: 1`-100' *TODD��11 THOMAS, PLS 7131 COUNTY SURVEYOR RECORDER'S STATEMENT FILE NO. ZO %% - 700014Z. F7LED THIS Z'3 tf DAY OF fAPRI L. 2018 A T Z: S 4 O'CLOCK P. M., IN THE BOOK OF RECORD OF SURVEY MAPS, AT PAGE — A T THE REQUEST OF GARY L. HUS. FEE: $ ERNEST J. DRONENBURG, JR. COUNTY RECORDER C2 N07E• ALIGNMENT OF WLLAGE SQUARE DRIVE IS NOT PARALLEL / Nf7H PROPERTY LINE AS BY: DEPUTY COON RECORDER ESTABI MED PER RECOD DEED& P:\4271\Su:-vey Boundary \POS \ / 27' - x-aS - 01.0'w Apr 11, 2018 -- 9:05arn I APN 259 - 121 -15 &