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<br />PARCEL # 30 38 25 00000 0020 00001.6 FOOTAGE ASSESSMENT
<br />OWNER WU, DAVID YEH NEN (TR) & LISHU 43,124 11,794.60
<br />2304 APLEWOOD CIR
<br />FULLERTON, CA 92633-1217
<br />LEGAL FROM SE COR OF GOVT LOT 1 SEC 25 - 30 - 38 RUN N ALONG E BDY OF SAID GOVT LOT
<br />1, 617.80 FT, TH N 35 DEG 10 MIN 00 SEC E, 678.72 FT TO AN INTER WITH ELY RNV OF
<br />NEW US HWY NO 1, TH N 15 DEG 21 MIN 20 SEC W, 772.40 FT ALONG ELY RNV TO TRUE
<br />POB, TH CONT N 15 DEG 21 MIN 20 SEC W ALONG ELY R/W 383.82 FT, TH N 29 DEG 30
<br />MIN 40 SEC E, 35.36 FT, TH N 74 DEG 38 MIN 40 SEC E, 100.54 FT, TH S 62 DEG 01 MIN 50
<br />SEC E, 182.40 FT, TH S 35 DEG 10 MIN 00 SEC W, 161.74 FT, TH S 17 DEG 57 MIN 48 SEC
<br />E, 180.00 FT, TH S 74 DEG 38 MIN 40 SEC W, 141.82 FT TO TRUEPOB (OR BK 616 PP 1869
<br />PROPERTY 14490 US HIGHWAY 1 VACANT 0.99
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<br />PARCEL # 30 38 25 00000 0020 00001.7 FOOTAGE ASSESSMENT
<br />OWNER WU, DAVID YEH NEN (TR) & LISHU 43,560 11,913.84
<br />2304 APLEWOOD CIR
<br />FULLERTON, CA 92633-1217
<br />LEGAL FROM SE COR OF GOVT LOT 1 SEC 25 - 30 - 38 RUN N ALONG E BDY OF SAID GOVT LOT
<br />1, 617.80 FT, TH N 35 DEG 10 MIN 00 SEC E, 1610.30 FT TO AN INTER WITH NELY R/W OF
<br />OLD US HWY NO 1, SAID INTER BEING A PT ON A NON -TANGENT CURVE, HAVING A RAD
<br />BEARING OF S 50 DEG 23 MIN 05 SEC W, TH ON SAID RNV RUN NWLY 448.51 FT TO PT
<br />OF COMPOUND CURVATURE ALONG ARC OF A 1288 FT RAD CURVE CONCAVE SWLY,
<br />THRU A CENTRAL ANGLE OF 19 DEG 57 MIN 06 SEC, TH CHORD TO SAID ARC BEARS N
<br />48 DEG 36 MIN 43 SEC W & MEASURES 446.25 FT, TH CONT TO PT OF REVERSE CURV-
<br />ATURE, SAID COMPOUND CURVE BEING CONCAVE SWLY, HAVING A RAD OF 433 FT
<br />WITH A CENTRAL ANGLE OF 8 DEG 53 MIN 05 SEC, THE CHORD TO SAID ARC BEARS N
<br />63 DEG 01 MIN 48 SEC W & MEASURES 67.08 FT, TH FROM SAID PT OF REVERSE CURV-
<br />ATURE CONT ON SAID R/W NWLY 163.28 FT TO TRUE POB, ALONG THE ARC OF 1582 FT
<br />RAD CURVE, CONCAVE NELY HAVING A CENTRAL ANGLE OF 5 DEG 54 MIN 49 SEC, TH
<br />CHORD TO SAID ARC BEARS N 64 DEG 30 MIN 57 SEC W & MEASURES 163.21 FT, TH
<br />CONT ON R/W NWLY 270.21 FT TO PT OF COMPOUND CURVATURE ALONG THE ARC OF
<br />1582 FT RAD CURVE, CONCAVE NELY HAVING A CENTRAL ANGLE OF 9 DEG 47 MIN 11
<br />SEC THE CHORD OF SAID ARC BEARS N 56 DEG 39 MIN 56 SEC W & MEASURES 269.88
<br />FT, TH FROM PT OF COMPOUND CURVATURE CONT NWLY ON R/W 21.03 FT ALONG THE
<br />ARC OF 786.02 FT RAD CURVE CONCAVE NELY THRU A CENTRAL ANGLE OF 15 DEG 27
<br />MIN 20 SEC THE CHORD TO SAID ARC BEARS N44 DEG 02 MIN 41 SEC W & MEASURES
<br />211.39 FT, (FROM TERMINATION OF THIS COURSE THE NE COR OF NW1/4 SEC 25 BEARS
<br />S 89 DEG 43 MIN 37 SEC W 20.63 FT), TH N 89 DEG 43 MIN 37 SEC E, 125 FT TO W BANK
<br />OF IND RIV, TH MEANDER W BANK SELY DIR TO PT WHICH BEARS S 50 DEG 10 MIN 36
<br />SEC E, 376.80 FT, TH S 35 DEG 10 MIN 00 SEC W 72.83 FT TO TRUE POB TOGETHER
<br />WITH PARCEL OF SUBMERGED LAND DESC AS FOLL, FROM SE COR OF GOV LOT 1
<br />RUN N 617.80 FT TOA PT, TH N 35 DEG 10 MIN E 1426.41 FT, N 54 DEG 50 MIN W 650 FT,
<br />TH N 35 DEG 10 MIN E 301.34 FT TO W BANK OF IND RIV & POB, TH N 25 DEG 02 MIN E
<br />144.60 FT TO PT ON BULKHEAD LINE, SAID BULKHEAD LINE BEING 250.00 FT FROM
<br />CENTERLINE OF OLD US HWY NO 1, TH NWLY ALONG SAID BULKHEAD LINE 122.10 FT
<br />ON CURVE TO PT OF COMPOUND CURVATURE, SAID CURVE HAVING CENTRAL ANGLE
<br />OF 5 DEG 07 MIN 30 SEC, A RAD OF 1365.00 FT & BEING CONCAVE TO NE, TH CONT
<br />ALONG SAID BULKHEAD LINE NWLY DIR ON CURVE 232.00 FT MORE OR LESS TO PT,
<br />SAID PT BEING 105.00 FT N 53 DEG 31 MIN 08 SEC E FROM INTER OF N LINE OF SEC 25
<br />& W BANK OF IND RIV, SAID CURVE HAVING RAD OF 569.02 FT, CENTRAL ANGLE OF 23
<br />DEG 21 MIN 38 SEC, SAID CURVE BEING CONCAVE TO NE, TH S 53 DEG 31 MIN 08 SEC
<br />W 105.00 FT TO INTER OF W BANK OF IND RIV & N LINE OF SEC 25, TH MEANDERING W
<br />BANK IN SELY DIR TO POB (OR BK 616 PP 1869)
<br />PROPERTY 14100 INDIAN RIVER DR VACANT
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