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1999-412308 AV--% i f IF 1619.%j R.O.S. MAP NO. R O S 1 2 4 9 LS 5036 R.C.E. 7604 LS 2411 RECORD OF SURVEY 3/4"IRON PIPE N 89*54'30" W 34.92' N 89054'30" W 39.75' - 3/4"IRON PIPE 1"IRON PIPE 5' OFF PROPERTY LINE CORNER. (N 89054',30" W 35.00') (N 89 W 40.00' ROS 5262) PROPERTY LINE CORNER. PROPERTY LINE CORNER. LOT 16 AND NORTH HALF OF LOT 14 OF R.O.S. 12649 P.M. 16225 ROS. 5262 HILLSIDE ACRES IN THE CITY OF P' (ROS 12649) 20.00 \R ENCINITAS, COUNTY OF SAN DIEGO, STATE NOO 005'30 1/Z OF CALIFORNIA, ACCORDING TO THE MAP _ _ SAXON Y E 70.06' THEROF NO 1992, FILED IN THE OFFICE OF -f-- — . ROAD — — — \ ROS 5262) 00 L7 L6 L5 N 00*05'30" E THE COUNTY RECORDER OF SAN DIEGO _� ' J S 00*05'30" W 262.25' NOO*05'30"El79.44' (179.50 ROS 5262\) COUNTY ON JANUARY 25, 1927, S 00*05'30" W 172.25' L3 \\-20.00 F 56. 00' 5' N 00"05'30" E 3.43 N 00*05'" E 69.17' (ROS 5262) (N 00-05'30 )p E 3.48' ROS 5262) 11 30 9) m BASIS OF BEARINGS (N 00*05'30 E 69.13' ROS 126;T49) IRON PI 3/4 Cn 0 5 24.50 (524.50 ROS 5262) _0 BASIS OF BEARING FOR THIS SURVEY IS 6 1 1 1 1 OI 3/4'P LS 2411 IRON PIPE THE WESTERLY PROPERTY LINE OF SAXONY 00 0 6 QO PROPRTY LINE CORNER. 0 0 00 00 00 (� 0 0 0 C5 w -0 ROS. 5262 LS 2411 ROAD i.e S 0*05'30 W AS SHOWN ON 0 '� LS 2411 3/4"IRON PIPE RECORD OF SURVEY MAP NO. 5262. " 7 oo T_ PE __ PROPERTY LINE CORNER. Lu ui bi (UNDER CONC. DRIVE) '0 Ln ROS. 5262 PROPERTY LINE CORNER. 4 0 00 0 0 U) I . " I CD - - -4-0- co 14 T" SURVEYOR'S STATEMENT: �011 ro 0 �or ROS. 5262 00 0 (3) L'_0' I " !01 co Cn 14- C/) CY) b) 0-) 0-) 00 00 00 00 THIS MAP CORRECTLY REPRESENTS A SURVEY c N/l A P 99 0 0 0) 0 0 00 Cn Cn Cn Cn MADE BY ME OR UNDER MY DIRECTION IN 0 0 CONFORMANCE WITH THE REQUIRMENTS OF THE S 00*05'30" W 172.45 S 00"05'30" W 262.25' LAND SURVEYOR'S ACT AT THE REQUEST OF >- (S 00005'30p' W 174.50' DEED #1) L4 ROBERT AND CONNIE VAN LEEUWEN 0 Z ^ r S 89054'30" E 85.00 NOVEMBER 1998. 0 0 t \ L \2t rd 1 r L 1 SEE d DETAIL A L 0 01 0 AND 0 LO N �o 0 - ' " ' S 00"0530 W 198.00 0 -1-11 ROBERT BRICE 00 m w 00 C SERVICE /) (n 0 Exp. 9-30-01 0 N 00005',30" E 174.83' CD 0 M AF N C "'1 2 0 No. 4456 (S 00 W 174.50' DEED # 1) z u� 0 ROBERT BRICE SERVICE LS 4456 0 00 Li /0 EXP. 09-30-01 DATE CO (D � k........- .,...r.r1{3 y ���ddd ..ui ,,,iii v....r ! Y I fF f ... .. ~w \J 'zL__ 0 U) 0 00 0 C/) z z 0 S 00005'30" W 224.92 S 00005'30" W 186.00 N 00*05'30" E 114.00' COUNTY SURVEYOR'S STATEMENT: _ _ a_ a- (s 00005'30" W 224.50' DEED # 2) < < 0 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION FOUND 3/4"IRON PIPE - OF THE LAND SURVEYOR'S ACT THIS 16 NO TAG M DAY AF' N 0 ­19 9 2 OF 1 999. NO RECORD 0 vl p N AD 0 L4 C R 0 S 2 3 3 1 00 Ln Li PHILIP J. GIURBINO, L.S. 4424 A 0 -30-01 COUNTY SURVEYOR n 41, L2 0 D ETAIL Ls LEGEND: < DETAIL A z 0 © (NTS) OF 0 D p 1 • —FOUND POINTS AS NOTED cA 0 _j m Z n 00 1 O—SET 1/2" X 18" STEEL PIN 0 W/CAP MKD. L.S. 4456 RECORDERS STATEMENT: uj 0 O:f Ld LINE TABLE 7p 0 0� M-0 = 71 FILE NO. 0 0 0 LINE LENGTH BEARING 71 1 Ll 2.25 SOO*05'30"W FILED THIS DAY OF 19'? T W-* 66O L 0 C K M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE /:&::/- A L2 7.75 N00 *05'30"E DEED RECORDS THE REQUEST OF ROBERT BRICE SERVICE. L3 60.00 S00`05'30"W GRAPHIC SCALE L4 50.00 S00*05'30"w NOI DEED I DATE 0 25 50 100 L5 10.00 S00005'30"W #1 75-236735 09-03-75 GREGORY J. SMITH 1 � I I I COUNTY RECORDER • BY: FW l �' ���2 . L6 1000 S 0 TO 5'3 0 " W #1 75-264381 09-29-75 DEPUTY COUNTY RECORDER ( IN FEET ) L7 10.00 SOO*05'30"W #2 31184 02-21-61 FEE: $ 8.00 1 inch = 50 ft. L8 34.92 1 N89*54 #3 31185 02-21 CONSTRUCTION 1 ESTxr4G & ENGINEERING, INC —— 58 C GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 24 TO 26 47 & 48, 57 & AP N 254 362 E\ 2414 VINEYARD AVENUE, STE G E19CONDMO CA 92029 (760) 746-4955 CTE JOB NO. 10-3144S INGD=RMC., INC. C CI 326-1677 - - - ---------