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2022-7000055POINT A CD ul) APN: 265-390-01 C\l (R4) zo Q0 m b N 72039'07" W 985.10- (N 73-07'43" W 984.96- Rl) b z c) APN: 265-390-02 APN: 265-390-05 APN:; 265-390-06 m cz m BLOCK 24 MAP 848 C) P --4 CD C) TPOBI(R2) C) b0 161.43'(162.39- R2) —N 72039'07" W 773.73' o 225.00'(225.00- R2) 387.30' (387.30' R2) I p U") ry z z -1 z U) Q 1--� CD Iv 0 0 fA APNOrg qQn III 0 0 APN- f.1% APN o APN . C� ll%a 8 — — 0 CO C) . —.% 0 w 265-390-12 265-390-11 26539014 -- c:) --ll = ROS 24042 2' (R2) m m m w L6 cy) u 04 't co N 7,2'039'07" W 161-58' N 72039'07" W 225.00' 0 ---%-j (N 73009-09" W 225.00- R2) Lo (N 73-09,09" W 162.91R3) Ir- z 22.50'(22.50- R3) APN: 265-390-16 APN: APN: 265-390-32 265-390-17 110 (R3) N (6 PM 10526 w z z w U-) Z m 0 n w w z > o c L W 0 0 �o vo� COD 0 :�I- 0 SCALE: 1" 80' 80 160 240 0 li NJii ASSOCIATES yen i b 9TH STREET POB (R2) QI N 72039'07" W 211.61' --!u 171.59' PM 1535 211.50' (211.50'R2) ED r- 0 0 —T z C.0 t"o PM 16487 Ln m 0 'o > 0 m Im 00 -0- co cn I < 'Lo 0 OD I 8� I > (11 10 0 PM 4129 > m cn co m 0 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD 83 (CCS83) EPOCH 1991.35, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN FIRST ORDER CONTROL STATIONS 1020 AND 1004 BEING A GRID BEARING OF N 17031'2" W AS DERIVED FROM GEODETIC VALUES SHOWN ON RECORD OF SURVEY 18416, CITY OF ENCINITAS SURVEY CONTROL, FILED ON 11/3/2004 AS FILE NUMBER 2004-843575 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. DISTANCES SHOWN HEREON ARE GROUND DISTANCES. TAE COMBINED GRID FACTOR AT POINTWIS 0.999959706. GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR. ELEVATION AT POINTWIS 253.80, NAVD 88. 1020 1008 BASIS OF BEARINGS N: 1963143.331 - N: 1967966.069 N 17031 f021f W 5057-261 (GRID) E: 6260364.873 E: 6258842.679 O A � I P � POINT A c 'o c ro\ N: 1962872.889 /,Pc E: 6258840.272 OQ fl EL: 253.80 CSF: 0.999959706 CCS 83 DETAIL NOT TO SCALE N 72039'07" W 985.1 0'(985.06'GRID) I I I PM 16589 FOUND 1/2" IRON PIN PER PM 10526 FD 3/4" IRON PIPE & DISK, ILLEGIBLE, 12" DEEP, ACCEPTED PER PM 10526 FD 2" IRON PIPE & DISK STAMPED RCE 10284 PER MAP 8409, ROS 13703 FD 3/4" IRON PIPE & DISK STAMPED RCE 26525 PER PM 10526 FD 3/4" IRON PIPE & DISK STAMPED LS 5211 PER ROS 24042 FD 2" IRON PIPE & DISK STAMPED LS 5211 PER ROS 24042 FD LEAD & DISK STAMPED LS 5211 PER ROS 24042 0 pill to-14 V an I lwa 0 1: we] zi I Q *."a 9 W I a • LCJ ;fAj JL w 4 FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b), PARAGRAPH (4), REFERENCES Rl - PM 10526 R2 - ROS 24042 N3 - GRANT DEED RECORDED 4/19/2018, DOC# 2018-156921. A4 - GRANT DEED RECORDED 10/4/2013, DOC# 2013-603190. 0 No FOUND MONUMENT AS INDICATED RECORD BOUNDARY DATA AS INDICATED SET 3/4" X 18" IRON PIPE AND DISK LS 5211 PROPERTY LINE RIGHT-OF-WAY LINE CENTER LINE ADJOINING PROPERTY LINE TIE LINE / REFERENCE LINE SEARCHED NOT FOUND -Z?- L DOSE C.UHAS, LS 5211 DATE JOSEPH C. YUHAS relolligJAW-111 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESWNAL LAND SURVEYORS'ACT THIS 130-4 DAY OF 2022. oae��oo -- RAYMOND L. MATHE, PLS 6185 COUNTY SURVEYOR RAYMOND L. MATHE• LS 6185 FILE NO.' 720?-?--7000055 FILED THIS Z44-b DAY OFFESP410%y, 2022, AT W--'S O-CLOCK& IN BOOK OF RECORD OF SURVEY MAPS AT PAGE AT THE REQUEST OF JOE C YUHAS. swlql�a ## ERNEST J. DRONENBURG, JR. COUNTY RECORDER BY: -61 ..TY5F,15'�DER ul a -1 ^a Gei WoLolmll * 0 0