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19.75'. ..... 28' � DEL MAR COURT 28' z8'_. 75.so' 22.50 JENNI LANE TRACT NO. 2754 SUBDIVISIONS OF. sw "QUIN COUNTY I $ 28, o (,� o 1 FD. BRASS CAP /N MON. WELL SEE SHEET 5 Of 5 SNE ao STAMPED LS.5815 (R6) o F00"flLLTA ESTA $ VI �cc N Icli tiT N 89°43'29" W ' 4� s LQ foo.00' NO. SEE DETAIL 33 UNff I I � $ 39 3T ° I Z : . 1 SHEET 3 Q: W N 89 4,3 29 W - IN 89°43'29" W coo o ., i _ W W � $ 14 $ SCALA' 1" (� - 1...... N d 9 43 29 �W 236.60 � 100.DO' � � �0 cd I cdt - s 100.00' `O ;� 87.87 88.73 �� :� � "o 'n I` o 'Q ° �" 60.00' 58.83' 58.83' 58.94' g 10' P.U.E. i$ S o I N 89°4329" W BEING A SUBOMSION OF THE "REWNDER'; AS S I , 28 I g z � o I- ,o' P.U.E W � 45 I� z�, 100.00' SHOWN ON THE A�4P OF f W 7HILL RANCH ESTATES, L'6 1-10' P.U.E. .... ,� 3 4, �., w $ J $ o I 2 to I N 89°4329" W I W 2 "i `v \ f1LED /N AAPS AND PLATS, BOOK 29, PAGE 48, N, 89°43'29" W(R) 28' o $ °j i o 2 (b 28' "� 2 15lZI $ �, o S roo.00 o (©62°19'2�' E�R�(6 � SAN JAAOUIN COUNTY RECORDS AND LYING IN A 100.00 38 40 ^ 0 41 o g 42 o g 43 O o . I o ---o-, ;, PORTION OF SECTION 19, a QL ° $ 44 '� ©0 N 89 43 29 W N 61046'18" W(R) .J ( o-------- ,� 28' i o N 45°16'31" E.... J 28' .\ 93.47T. 2 S., R. 5 E. Al. D. B. M.Z 10' P.U.E ..... O 28.28' ° o -�270� _/ N-- --- � E(R) �, rillY OF TRACYN T - i - - ! T - - T0 58.83 58.83 -58.94 80.oo 10 16 N .- ' , SW JOAOUIN COUNTY, CALIFORNIA I f 10 84°45'30" E ( ~� N 89 43'29" W 296.60' _ ........10' P.U.E. n' 8s.s9 k� N N B9°43'29" W 392.60' T_ N �, "sem; THOMPSON HYSELL ENGINEERS N 82°49'17" E(R), 60=- N -- - �� 36 © ARM N- NATE o „ LAUGH N © DRIVE � �/4\�"9e��2�'� 30 9 9 W 4 f © o , FORNIA 26 ' ' _ _ _ _ ' _ �'' 1016 12th STREET MODESTO, CALI 46.00 56.00 20 56.00 46.11 Zi 10' P.uE .... ' - - - 1- - JUNE, 1996 W 10' P.U.E.....: 4, 32 ; W ; W o 'rc'o�'n- ooc '•. O� _ ; _ $ m �$ $ �� NO�,G �� .�sr,= 3 Q L' LEGEND.- Q)k o 23 22 21 0 0 20 18 = N ti � 25 � `" 24 "' ' o � �; o o �o o S ^ N N N j J - - }� - o co o v -� J o� N !/ o o $ ° �'^ $ a O °p �' 19 *L. ` ` �' ►� (1� - FOUND AND ACCEPTED 3/4 IRON PIPE, TAGGED ;16.78 I o Q t LS. 4876, (R2) UNLESS OTHERWISE NOTED. ' z ; A i 79.53' �J 105.f4' o °' I --Q- FOUND MONUMENT IN MONUMENT WELL, 116.38 , 84.87 z 5700 56.00 20 56.00 56.90 z z, o. 3 '� ACCEPTED AS NOTED --I 319.14' _ .. 1•.,._.. 319.26' _ -- 1 Q) -�- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876 o I I - ° � �� I 1 `�.r� .. . (PUBLIC ACCESS RIGHT-OF-WAY) .` I co N 89 4329 W 648.60 I to C� -a- SET 3/4"X 30" IRON PIPE IN MONUMENT WELL 10.20' c O TAGGED LS. 4876 c P.U.E. PUBLIC UTILITY EASEMENT W I 1 1 ...... 10' WATER LINE EASEMENT o N S.J.C.R. SAN JWUIN COUNTY RECORDS (i - __ -_ - __ (M) MEASURED ON THIS SURVEY DEDICATED BY THIS MAP S)l TO THE CITY OF (RACY. N Q: W.C. WITNESS CORNER co I R.S. 29 - 97 1 1 a P.M. PARCEL MAP ° o I 20' IRR11WON EASEMENT Z r 1 z ti41 M. P MAPS AND PLATS $ o LN. 89047213 01 1 0 R.S. RECORD OF SURVEY 2 co o o I.N. INSTRUMENT NUMBER _ � I L 0 T "A"(PARK SITE `',1 1`"'� � S.F.N. SEARCHED, FOUND NOTHING o_ o f 0.R. OFFICIAL RECORDS W � 4.59 AC. (NET) 1 r �. ^ / © CURVE REFERENCE NUMBER `o vi SET 1/2" X 24" IRON PIPE TAGGED to Lci c of L.S. 4876 AT ALL REAR LOT CORNERS $ I o l r ca / Z Iot.1 14t. / 11 / r r VARYING-WIDTH FD. 3/4" 1. PIPE 0=11 02837" 1 1 N 02010'24' W(R) .....ROAD RA DEDICATION f R=855.00' --`-- BY THIS MAP TAGGED L.S. 5122(R5) s I N 71058"02" E 0.13'(M)(R2) A=11°27'13" - �� CH=1 0.9 � 1 r �' - 75.50' 22.50' ( ) ° CH=170.98 ' R=1285.001 r ' M. 3/4" 1. PIPE 0.20 R5T=85.92' _ _ L=256.88' � °' ` 1�' N 9°42'05" W 223.30' TAGGED L.S.5122 (R4) I 4 .�3 37 E �.. 8 CH=256.45 = i CH.BRC.- N 8 / T-128.87 �.'� ,..� i o� CH.BRc.= N 84032 55 � 65 0.41 Ac. � � LOT AREA .DATA CURVE DATA ° N 02051 04 W(R� -------- �; ROAD R/W DEDICATION a CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING �* LOT SO. FT 20 2 57'10" 50.00' 24.3_9' 24.15' 12.44' N !3 42'04" W '1 LOT „B" 2000 „ S 89°42'05" E 648.60'(M) 648.50'(Rf) - 75.50 - 14 5600 21 145x54 21 70.00 178.2_6 133.85 228.29 N_45 1631 E (M)(R 1) 22 01 14 20 70.00 1.51 1.51 0.76 N 27'0.Y29- W 15 5629 S 89°42'05" E 724.10'(M) 724.00'(R3)(R4) 23 3r22'06" 70.00 45.65 44.85 23.67 N�5 16 W 16 5877 � LOWELL AVENUE 24 J9050"01"' 70.00 48.67 47.69 25.36 N 30 50 48 E 17 8509 18 7411 25 .39021'59"' 70.00' j4- 47.15' 25.04' N 70-2648"' E 19 5606 26 28005'55" 70.00' 34.33' 33.99' 1752' N 75049'16" W LN.N. 94083373 20 5686 27 2743-710"10" 50.00' 24.39' 24.15' 12.44' N 75 44'54" W 21 5600 28 15029'05" 50.00' 1J.51 13.47' 6.80' N 69 30'51" W 29 12 28'05" 50.00' 10.88' 10.86" 5.46' N 8302926" W 22 5600 .. . '* . . " 30 2 57 10 50.00 24.39 24.15 12.44 N 76�17 56 E 23 5696 REFERENCES: NOTES: 24 6296 31 12 42�30�� 50.00 13.11. 09 11. T 5.57 N 83 55�16�� E 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. 25 8193 32 15 1440 50.003 6.69 N 690 13.26 56 41 E (R 1) RECORD PER FOOTHILL RANCH 2 A 10' PUBLIC UTILITY EASEMENT HAS BEEN'DEDICATED 26 8967 33 145 54'21" 70.00' f 78.26' f33.85' 228.29' N 44 4329" W ESTATES M. � P. 29-48 ALONG ALL STREETS AS SHOWN ON THIS MAP. 27 6353 34 36 49'59" 70.00' 45.00' 44.23' 23.31' N 80044"20"' E (R2) RECORD PER P.M. 20-102 35 3 33'30" 70.00' 45.89' 45.07 23.80' N 6200J'55" W (R3) RECORD PER LN. 86025203 J. SET A 5'6" WITNESS CORNER, ON LOT UNE PROJEC77ON 28 5600 ' (R4) RECORD PER R.S. 29-97 FOR LOT CORNERS FACING A ROADWAY. (CHISELED "+" 41 5800 36 36 06 28 70.00 44.11 43.39 22.82 N 25 13'2 W (RS) RECORD PER P.M. 20-17 IN CONCRETE SIDEWALK) 41 5883 37 35 24'24" 70.00' 43.26' 42.57' 22.34' N 10 31'29" E 42 5883 3 27-57'10" 50.00' 24.39' 24.15' 12.44 N 14015'06" E (R6) RECORD PER BUENA VISTA 4 THIS MAP REFERS TO APPROVED TENTATIVE MAP TM1-96. 65 [-6664-074-0- 855.00 10.11' 10.11' 5.06 N 8 29'16" W ESTATES M. & P. 29-9 43 5894 (R7) RECORD PER BRIDLE CREEK 5. ALL REFERENCES ARE TO SAN JAAOU/N COUNTY RECORDS 44 5600 M. & P. 32-91 AND BOOK OR VOLUME PRECEDES PAGE. 45 5600 SHEET 4 OF 6 P. TRACY 184300\FW-1-V3 9/16/96 D.0. SHEET NO. 530 SEE CERTIFICATE OF CORRECTION IN. NO. 97125063 9G .