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MAPS AND PLATS 33-030
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VOL 33 01-50
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MAPS AND PLATS 33-030
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l , <br /> TRACT NO. 2716 <br /> TRACY <br /> 2A0 L—�31 PROJECT SUBOMSIONS OF S9 JOAQUIN COUM 1 <br /> STERLING ES TATE S <br /> UNff I Zo 3M <br /> 3 � I ��, ; SECTION UNE 8 7 BEING A SUBOMSION OF LOT "A'; AS SHOWN <br /> o W <br /> �RS�(P ,• ON THE MAP f7LE0 IN BOOK 33 OF 44PS AND PLATS, <br /> GRANT LINE ROAD FD. BRASS DISK AT PAGE 14, SAN JOAQUIN COUNTY RECORDS AND <br /> IN MON. WELL LYING IN A PORTION OF SECTION 19, <br /> J+, S 89037'14"' E 6793.18(M)(R1) AT SEC. COR. <br /> S 89°3714 E 2568.85 (M)(Rf) TAGGED L.S.4233 (CORNER RECORD T. 2 S•, R. 5 E., M. D. B. & M. <br /> .�.., .,--'GPS <br /> " \ N 458090.334 /N PROGRESS) CITY OF M4CY, <br /> 400.43' W)(R1) _ _ _ _ — S 89°37'14" E 2168_00'(M)(R12 — _ <br /> — — _-�� .. E=1724857.697 SAN JOAQUIN COUNTY, CAUFt�RN1A <br /> i 453.76(R3) 755.02'(R3) -� -2569.1T(CALC_)(M) - _959.20'(R3) -- - - - <br /> GPS 2 I I :. .. r ::y <br /> FD. STEEL ROD " 87°°'22 E _ _ _ Tf-IC�MPSON+HYSELL ENGINEERS <br /> - <br /> !N MON BOX _�� - _- - - - -' -"'. 5iY �' <br /> N=457961.373 • - - - - i �� LOT 3 SEC. SEC. ; <br /> E=1722291.770 PARCEL 1 1; vol 1� � LOT 2 �''1,376.6 NQ. 19 20 1016 12th STREET MODESTO, CAUft7RNW <br /> M.& P. 3,3-14 <br /> �' <br /> R.S. 17-93 P• 0 3 M.dt P. 33-14 � E IT <br /> P.M. 12-55 i R.S.30-60 �` fD. J/4"L PAPE N j6°02 33 TATES UN JULY, 1997 <br /> ' t'TAaD RCE J2158 _ I N� Es 33—1 4 I S�'.ALE 1"' - zon' <br /> PARCEL A �' S69°42'05' JRJG15'((AA//(R3) / 3 W.C.(RJ) AL D.B. dr M. q <br /> FD. 3/4" 1. PIPE `� 361.J9'M RJ ) ! STERL M.at P T.2S.,R.SE., <br /> P.M. 13-29 �- (NO TAG) UNDER ,%r J/4"L PIPE LOT 4 I NOTLS: <br /> i RET. WALL 6.20'(M)(R1) 64 63 62 61 60 59 ;(�T� ACE 3P138 Malt P. 33-14 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. <br /> N EAST OF LINE " % 9 W.C.(RJ) <br /> �OSTE 65 / O 2. A 10' PUBLIC UT7LITY EASEMENT HAS BEEN DEDICATED <br /> JOSEPH AM <br /> LOT "B" 66 <br /> v p ALONG ALL STREETS AS SHOWN ON THIS MAP. <br /> L M.& P. 33-1467 O�� 81 102 • I J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION <br /> p 80 ` FOR LOT CORNERS FACING A ROADWAY. (CHISELED <br /> PARCEL A ;;� 6879 82 101 • / a IN CONCRETE SIDEWALK.) <br /> P.M. 5-32 `O 6.9 Q� 78 83 ,s / °f 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP 7MJ-94 <br /> 70 O� 100 • �Ay / I A 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS <br /> J 2 77 84 99 �P� P� \ • / -SUBDI14SION SUMMARY AND BOOK OR Vr7LUME PRECEDES PAGE. <br /> ..� 71 76 85 �' pJ �' ^ 44 LOTS = 6.45 ACRES <br /> 98 P� G 'f' PARCEL "A" = 0.85 ACRES <br /> fD. 3/4" 1. PIPE 72 86 V 97 c`'QO Q � -- - - i -- O STREET R/W = 2.11 ACRES LEGEND: <br /> NO TAG (R 1) 75 v�� \ TERLING ESTATES UNIT NO. 1 v = 41 ACRES <br /> S 89042'17"E 0. 15' (R ) 7,3 74 87 96 ��Q V \ _ - ,� T O TOTAL 9 CES T_ FOUND AND ACCEPTED 3/4" IRON PIPE, TAGGED <br /> O \ y\ Malt P. 32-52 i R.C.E. 32158, (R3) UNLESS OTHERWISE NOTED. <br /> 1 LOT B 88 95 � � v y \ 4 _ I �., -p- MONUMENT IN MONUMENT WELL, <br /> ARKW P Malt P. 33-14 89 94 c O \ _ TO BE SET PER (R3), UNLESS OTHERWISE NOTED. <br /> P 90 Q / SET 314"X 30" IRON PIPE TAGGED L.S. 4876 <br /> "--- 93 <br /> F . 3/4" L PIPE I I I I I I _ - REFERENCES: SET 3/4"X 30" IR <br /> ON PIPE IN MONUMENT WELL <br /> TAGGED L.S.5 TAGGED L.S. 4876NENL� l22 489t�(M)(RJ) _ gl 92 <br /> I P.U.E. PUBLIC UTILITY EASEMENT <br /> (R 1) / N 89°42'05" W 2 68.00'(M)(R4 (R1) RECORD PER P.M. 20-102 <br /> Qc S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> FD. 3/4" 1. PIPE-- I I I I I\y I I I I I I I I I O (R2) RECORD PER STERLING ESTATES <br /> PARCEL 2 TAGGED RCE 32158 \�o (M) MEASURED ON THIS SURVEY <br /> V UNIT NO. 1, M.& P. 32-52 <br /> 3'X 3' WC.(RJ) - R3 RECORD PER STERLING ESTATES W.C. WITNESS CORNER <br /> P.M. 20-102 0_ <br /> \ �u <br /> \� J UNIT N0. 2, M.dr P. 33-14 P.M. PARCEL MAPM. & P. MAPS AND PLATS <br /> (R4) RECORD PER FOOTHILL RANCH R.S. RECORD OF SURVEY <br /> ESTATES, Y.& P. 29-48. I.N. INSTRUMENT NUMBER <br /> -I --) T �-" l\ �'� _ S.F.N. SEARCHED, FOUND NOTHING <br /> r \'� V O.R. OFFICIAL RECORDS <br /> 1 - 1 - T <br /> _ -T-' T- - I FOOTHILL Q�H ESTATES-- - 0 CURVE REFERENCE NUMBER <br /> M.& P. 29-48� _ -- I Ol LINE REFERENCE NUMBER <br /> R.S. 29 - 97 � / \ - --f-- - TSET / <br /> Malt P. 29-48 - I L.S. 4876 AT ALL REAR PIPE <br /> CORNS <br /> \ INDICATES WITNESS CORNER, SET 1/2" x 24" IRON PIPE <br /> 3' WC � TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED <br /> �o INDICATES WITNESS CORNER, SET 1/2" x 24" IRON PIPE <br /> 3'X3' W.C. <br /> I TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED <br /> \\ BASIS OF BEARINGS: <br /> \ BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE <br /> \ CITY OF TRACY MOOIF7ED GRID. A LINE BETWEEN CITY OF <br /> TRACY MONUMENTS No. GPS-2 AND No. GPS-22, BEARS <br /> \ NORTH 87007'22" EAST, AS CALCULATED FROM RESULTS <br /> fD. I" IRON PIPE IN \ PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC., <br /> MON. WELL AT SEC. ON FILE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS <br /> COR. AND G.P.S. -- -__ \\� i DEPARTMENT, IN THE TRACY MODIFIED COORDINATE' SYSTEM <br /> PT. NO. 17 (R1) `.`, 1 VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND <br /> N=452804.824 __. _....- DISTANCES. <br /> E=1724832.298 <br /> r <br /> P.-\TRACY\ 197000\DWG\ 197000BO 8-12-97 D.D. SHEET NO. 53D SHEET 2 OF 4 <br />
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