Loading...
2016-7000059LINF DATA NO. BEARING DISTANCE L1 N84'03'38 "W 20.37' L2 N50'39'30 "W 32.34' L2 N50-43'30 "W 32.34 L2 N50'43'48 "W 32.33' L3 N50039'30 "W 43.79' L4 N50039'30 "W 25.53' L5 N50039'30 "W 18.26' <L5 N50043'30 "W 18.255 L 6 N48022055 "W 7.85' L6 N48- 13'30 "W 7.01 ' L6 N48'25'06 "W 7.85' L 7 N80'05'38 "E 48.03' L 7 N80'16'30 "E 48.14' L7 N80'03'27 "E 47.93' L8 N23'30'24 "W 114.93' L8 N23'29'15 "W 115.15' L8 N23'35'13 'W 114.88' L9 N23'30'24 "W 56.92' L9 N23'29'15 "W 56.70' L9 N23035'13 "W 56.9 7' L10 N80'0538 "E 32.30' [0 0] N80'16'30 "E 32.44' (0 0) N80'0327 "E 32.20' L11 N23030'24 "W 39.79' L 11 N23'29'15 "W 39.80' L 11 N23'35'13 "W 39.85' L12 N 74'2536 "E 17.16' L13 N66'17'18 "E 20.00' L14 N 74'16'30 "E 148.59' [0 4] N 74'16'30 "E 148.37' L15 N74016'30 'E 9.76' <L15 N 74'16'30 "E 9.775 L16 N50039'30 "W 1.21' <L16 N50043'30 "W 1.225 L17 N 15'43'30 "W 13.97" <-1 7 N 15'43'30 "W 13.955 CURVE DA T NO. RADIUS DEL TA C1 30.24' 1200575 [Cl] 30.24' 120'37'0 C2 30.24 67001 '0 C3 30.24' 43056'4 C4 120.00' 51031'2 C4 120.00' 51-30 IG C4 120.00' 51031'2 C5 100.00' 51031'2 C5 100.00' 51030'0 C5 100.00' 51031'2 MONUMENT NO TES INDICATES FOUND 1 12'IRON PIPE, OPEN, PER PM 16864. ACCEPTED AS POINT ON EXTEN5 CORNER. INDICATES FOUND 2'IRON PIPE WITH DISC STAMPED RCE 26175 "PER PM 16864. ACCEPTS C INDICATES SEARCHED FOR, NOTHING FOUND. PROPERTY CORNER ESTABLISHED BY MEASU PER PM 16864. ® INDICATES SEARCHED FOR, NOTHING FOUND. CENTERLINE ANGLE POINT ESTABLISHED BY 14309. SEE DETAIL 13 ® INDICATES SEARCHED FOR, NOTHING FOUND. CENTERLINE INTERSECTION OF EUROPA S7REE CALCULA71ON OF DATA PER PM 11659 AND 16864. SEE SURVEY NOTES 2 AND J. INDICATES FOUND NAIL AND DISC STAMPED `LS 5819 °PER CR 16705. NOT ACCEPTED AS, G INDICATES FOUND 314'IRON PIPE, OPEN, PER PS 177. ACCEPTED AS POINT ON WES7FR0 INDICATES FOUND 2 112 °BRASS DISC STAMPED `CALIF. DIV. OF BEACHES & PARKS PROP. PROPERTY CORNER. IQ INDICATES SEARCHED FOR, NOTHING FOUND. CENTERLINE ANGLE POINT AND IN7ERSEC710N 11659. SEE DETAIL °A JQ INDICATES BEGINNING OF CENTERLINE CURVE ESTABLISHED PER RECORD CURVE DATA MAF ESTABLISHED INTERSECTION OF LEUCADIA BOULEVARD WI7H NEPTUNE AVENUE, NOT TANGE SURVEYOR'S NOTES 1. THE MARKINGS ON THE SEWER MANHOLES ALONG NEPTUNE AVENUE ARE NOT RECOGNIZABLE AS 71ES PER RECORD MAPS 2 THE CENTERLINE OF EUROPA STREET WAS ESTABLISHED PER RECORD DATA AND FOUND MONUMENTS PER PM 16864. 3. THE CENTERLINE OF NEPTUNE AVENUE WAS ESTABLISHED FROM RECORD DATA PER PM 11659 AND FOUND MONUMENTS. 4. THE DISTANCES ALONG THE EASTERLY PROPERTY LINES OF LOT 9 THROUGH 16 OF BLOCK 9 WERE PRORATED FROM RECORD DATA PER MAP 1859 AND FOUND MONUMENTS. NEPTUNE A VENUE 20' c PR� �, �Zo o � 2��• 93'26'39" r'Q�,�,, 2 193 26 39 "CPRI •s • 0.80, €0.78 1 DETAIL "A" N. T. S. Lf"' INDMARK C O N S U L T I N G Planning Engineering Surveying 9555 Genesee Avenue, Suite 200 San Diego, CA 92121, (858) 587 -8070 PK NAIL 1' SWING o 71E PER CR 7362 c & ROS 14309 DETAIL " N. T. S. 180- 02 /M- 01: 11512016 9:44:24 AM R. o f S. MAP NO. Q Q2% SCALE.• 1 IF = 40' \ /' JGG mr- / MIL C SHEET 1 OF 1 SHEET RECORD OF SURVEY OF LOTS 15, 16 AND THE SOUTHERLY 1.00 FOOT OF LOT 17, BLOCK 9 OF SOUTH COAST PARK NO. 2 IN THE CITY OF ENCINI TAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP NO. 1859, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY ON SEPTEMBER 21, 1925, AS DESCRIBED IN DEED RECORDED JULY 29, 2013 AS DOC. NO. 2013 - 0472153. LEGEND INDICATES FOUND 1 114" GALVANIZED PIPE WITH DISC STAMPED "LS 4368" PER ROS 9540. ACCEPTED AS END OF CENTERLINE TANGENT, UNLESS OTHERWISE NOTED. ■ INDICATES FOUND ' NAIL AND DISC STAMPED "LS 6287" IN CONCRETE, NO RECORD, UNLESS OTHERWISE NOTED. ACCEPTED AS PROPERTY CORNER. Q INDICATES SET 314" X 18" IRON PIPE WITH DISC STAMPED "L.S. 7226 ". ❑ INDICATES SET NAIL AND DISC STAMPED °'L.S. 7226" IN CONCRETE. J INDICATES DATA PER MAP NO. 01859. () INDICATES DATA PER PM NO. 16864. INDICATES DATA PER PM NO. 11659. < > INDICATES DATA DOC. NO. 2014 - 0399590. INDICATES MONUMENT NOTE. SFNF INDICATES SEARCHED FOR, NOTHING FOUND. CPR INDICATES CALCULATED PER RECORD. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EASTERLY PROPERTY LINE OF LOTS 9 - 16, BLOCK 9, MAP NO. 1859 WITH THE BEARING: NORTH 15'43'30" WEST. SUR VE YOR'S S TA TEMEN T THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF MANDY MILLER ON OCTOBER 6, 2014. S LAND �� BRF'1�iFo MARK A. BRENCICK DATE L.S. 7226 L.S. 7226 J,�9 Exp.12/31/16�\� lF � CA`��p� COUNTY SURVEYOR'S STA TEMEN T THIS MAP HAS BEEN EXAMINED IN ACCORDANCE KITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS Z�TN DAY OF AODdD Q 20�. �7 � W. T HOMAS, L.S. 7131 FOR 7MECOUNTY SURVEYOR -J TWMAS * L. S. 7131 ~4 OF CAS -�F� RECORDER'S S TA TEMEN T FlLE N0. 20'tQ ZC*0O 9 . FlLED THIS 4TNDA Y OF R•�1 W 20 LIP AT Z.'o� O'CLOCK EM. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE REQUEST OF MARK A. BRENCICK. ERNEST J. DRONENBURG, & BY: W, k.- COUNTY RECORDER I DEPUM toliNTOEcoRDER FEE: $10.00 APN :256- 012 -03 & 18 CCI (27): 326 -1677