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4/0 i 'lq A SEC. COR, FD. 2-1/2" BRASS DISK STAMPED L.S. 5956 NOZM CR-92-005 (CITY OF TRACY CONTROL 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. MON. GPS-17)(R1)(R2) ';N.=452804.824 2. SET A 516" WITNESS CORNER, ON LOT LINE PROJECTION FABIAN ROADo E.=1724832.298 FOR L 0 T CORNERS FACING A ROAD WA Y. (CU T "+" IN SECTION LINE SEC. 19 CONCRETE SIDEWALK.) �` SEC. 20 J. DIRECT PEDESTRIAN AND VEHICULAR TRAFFIC ALONG U • LOTS 1 THRU 4 TO AND FROM 11th STREET IS o ' +o / SEC. 30 SEC. 29 PROHIBITED AND SHOW THUS " *EST I I TH STREET / l REFERENCESti• (R1) M. & P. 39-73, S.J.C.R. / ALDEN MEADOWS, UNIT NO. 6 (R2) RECORD PER MONUMENT RECORD TRACY MODIFIED COORDINATE SYSTEM PER ASSOCIATED CONSULTANTS / GROUP INC. DEEDED TO STATE OF CALIFORNIA / BY O.R. 1471-404, SJ.C.R. " o, oh/ : ^°' THE LINE BEARING NORTH 0'96'06" EAST, BETWEEN CITY ABANDONED KROHN ROAD + / OF TRACY MONUMENTS '"GPS-16" AND "GPS-17" OF THE PER D.N. 2005-024708....... NO 2. 00 "E NO 24 �� CITY OF TRACY GRID CONTROL, AS CALCULATED FROM THE „ , NO'24'31"E '39"E : 5.Do' l CITY OF TRACY REPORT ON GPS SURVEY PREPARED BY SCALE 1 = 50 5.00'•••.• 5.00' / ASSOCIATED CONSULTANTS GROUP, INC. ON FILE WITH THE CITY OF TRACY PUBLIC WORKS DEPARTMENT, WAS USED AS 51.00' N 89'35'35" W / STHE HOWN ARE BASIS OFB BEARINGS SHOWN HEREON. COORDINATES 7, RESTRIC7FD 9.35'35" W 198 27.'... T ' N89'35'35"W /3' 1 C.•''• 60.76' o I REB SED 0 HE CITY OF TRACY MODIFIED I I 3' W.C. �'' N89'35 35"WGRID SYSTEM. 51.00 (TYP) 1 / o ACCESS I I o' " o ,►��o• / w o w � N Q r I I �W -� "� vi / —�— FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED I `� + r� I J J o i �' "� o o / EASEMENT cz o^ " �- op o +�`�' 1.N. 88029681 I L.S. 6953 (R 1) o of 001 z V ` / W —�ivv�-- FOUND 2-1/2" BRASS DISK STAMPED L.S. 6953 IN �� d �� 4° MONUMENT WELL (R9) FD. W.C. 5'6" @-.,\ Ni� 5 z 6 ` }(— FOUND AND ACCEPTED 1/2" IRON P/PE TAGGED �: CUT CROSS R1G j l I ( ) — — ® � cn L.S. 6953 (R1) 49.57' 'r, ,i' 2 �,.••••FX. 10 PUE m N 89'41'59" W 982.48 M R1 — '''� (R1) '' ' N 3' W.C. WITNESS CORNER. SET 1/2" x 24" LONG IRON ( )( ) " Q 7 99 \ I PIPE TAGGED L.S. 6953 A T OFFSET NO TED. ALL O n 115' L 0 T DIMENSIONS SHOWN ALONG LOT LINES THAT _ N 89'41'59" W 307.09'(M)(R1) _ _ -- •. . x'25 \ `� CONTAIN A WITNESS CORNER ARE FROM LOT N�0 CORNER TO LOT CORNER " k FD. W.C. 5' " W PUE PUBLIC UTILITY EASEMENT W SAFFRON N COURT N CUT CROSS(R1) , \ S.J.C.R. SAN JOAQUIN COUNTY RECORDS (M) MEASURED ON THIS SURVEY O \ o M. & P. MAPS AND PLATS 34 G' r J 11J-/-1 D 0,Y3 j r N N68 46 46-W�� Nv,.\ I I.N. INSTRUMENT NUMBER ( c? •�---- ea \ 0.R. OFFICIAL RECORDS J��l�r NO, J — — — — — — 4 — N O CURVE TABLE REFERENCE NUMBER 4 �r 30' � 30' � \ (R) RADIAL r o \ RESTRICTED ACCESS 3 r I I J 4 4 N 13 �� \ EXISTING RESTRICTED ACCESS PER (M&P 34-20) J2 \10 TRACT N0. 3497 \ SUBDIVISIONS OF SAN JOOAQUIN COUNTY MMA 7 ALDENUNfftMe *14 PAUL POOLE DRIVE FD. 2-1/2" BRASS •••.•.......• .ISCHULTE BEING A SUBDIVISION OF LOT "A " AS SHOWN ON THE MAP DISK IN MON. WELL • " CURVE DATA TABLE: - •' AT CENTERLINE OF ROAD OF ALDEN MEADOWS, UNIT N0. 6, „ AS FILED IN BOOK 39 No. DELTA RADIUS LENGTH CHORD CH.BEARING SCHUL TE ROAD GPS-16 (R1)(R2) OF MAPS & PLATS, AT PAGE 73, SAN JDA QU/N COUNTY 1 27'57'10" 50.0024.39' 24.15' N76'1926"E (M)(R1) N=448803.547 2 9383223" 70.00' 169.66' 131.08' N487257"W (M)(R1) E.=1724813.561 RECORDS, AND ALL THAT PORTION OF KROHN ROAD 3 01.37'55" 50.00' 1.42' 1.42' N89.29'04"E ABANDONED BY DOC. NO. 2005-024708v SAN JOA QU/N 4 2679'95" 50.00' 22.97' 22.77' N75.3o'28"E COUNTY RECORDS, AND BEING /N A PORTION OF THE NORTH 5 24'50'31" 70.00' 30.35' 30.11' S74'46'06"W LOT AREA DATA: 6 36'50'01" 70.00' 45.00' 44.23' N7423'38"W -• 112 OF SEC TION 30, T. 2 S., R. 5 E. M. D. B. & M., 7 36.50'02" 70.00' 45.00' 44.23' N37'3336"W LOT SF 8 40'21'49" 70.00' 49.31' 48.30' N01'02'19"E 1 5664 CITY OF TRACY, 2 5550 3 9376 SAN JOA QUIN COUNTY, 4 13265 CAL IFORN/A THOMPSON-HYSELL ENGINEERS A DIVISION OF THE KEITH COMPANIES 1016 12th STREET MODES TO, CALIFORNIA MARCH, 2005 SHEET 2 OF 2 I:\222500\dwg\unit7\version A\s2-u7-fm.dwg, 10/14/2005 11:31:59 AM