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USF -55 r <br />REFERENCES: MONUMENT LEGEND: �R,a (� T nrCi 4100 <br />(A) RECORD OF SURVEY; BOOK 33, PA GE 133, S. J. C, R. <br />(B) PARCEL MAP, BOOK 23, PAGE 99, S.J.C.R.- SET 3/4" x 30" IRON PIPE, <br />� TAGGED LS 6946, U.O.N. SUBDIVISIONS OF SAN JOAQUIN COUNTY <br />111 Gam'[ (C) DUTRA ESTATES UNIT NO. 1 40--M&P-72, S.J.C.R._ SET 3/4" x 30" IRON PIPE, TAGGED <br />946 <br />93 5 PK� (E) "DUTRA ESTA ES UNIT NO. 3", 40-M&P--93, S.J.C.R. -�- SET 63.00'I WITNE SSWELL, <br />314" x 30" DENALI, UNIT NO. 2 <br />S.J.C.R. IRON PIPE TAGGED LS 6946 U.D.N. <br />�►� /�g rk� (F) "DUTRA ESTATES UNIT NO. 4", 41-M&P-47, BEING A SUBDIVISION OF LOTS 1 AND 1A AS SHOWN ON <br />112 nA�" $'I� ��4� �j��' (G) "DUTRA ESTATES UNIT NO. 5", 42-M&P-7, S.J.C.R. -�- SET 3.00' x 3.00' WITNESS CORNER 3/4" THAT GERTAIN MAP ENTITLED "DENALI, UNIT NO. ?" <br />97 QV 6� �j'1 (H) "TERRA RANCH UNIT NO. 1 , 43-M&P-21, S.J.C.R. x 30 IRON PIPE, TAGGED LS 6946, U.O.N. <br />��` , FILED IN BOOK 44 OF MAPS & PLATS, A T PAGE 10, <br />FP �p j (!) "CERR! UNIT N0. 1 43-M&P-158, S.J.C.R. -�- FOUND MONUMENT AS NOTED. SAN JOAQUIN COUNTY RECORDS AND A PORTION OF <br />"OAKWOOD TRAILS, UNIT N0. 2" 43-M&P-165, S.J.C.R. -©- FOUND MONUMENT IN MONUMENT PARCEL 'A' AS DESCRIBED IN DOCUMENT NO. <br />113V� (K) RECORD OF SURVEY, BOOK 38, PAGE 120, S.J.C.R. WELL AS NOTED, 2005-009482, SAN JOAQUIN COUNTY RECORDS AND <br />961 / (L) RECORD OF SURVEY, BOOK 37, PAGE 150, S.J.C.R, LYING IN A PORTION OF THE NORTH HALF OF <br />(N) "DENALI, UNIT NO. I", 44-M&P-10, S. J. G.R. SECTIONS 11 & 12, T. 2 S., R. 6 E., M.D.M. <br />Z <br />95 I 13ao� <br />�S. <br />ZZ1 <br />� l <br />94 <br />�6'• SEE DETAIL 'A' <br />THIS SHEET LOT "B" <br />WELL SITE <br />C 136 v' <br />22383 SF _ <br />93 <br />'5 . 6467 SF �5�� 0 50 100 <br />SCALE,1' - 50' <br />a 92 <br />O <br />ti � ��'� � I 5238 SF ''� LOT „A„ <br />�a2' o <br />\°��$E "�\s ` PARK/STORM DRAIN BASIN <br />5.34 ACRES <br />!i <br />L2,1 91 <br />6� c' <br />Rn I 5911 SF <br />FD 3/4" IRON - L 104 N /"/ <br />PIPE TAGGED <br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA <br />MA Y 2021 <br />R THSTAR ENGINEERING GROUP, INC. <br />CURVE TABLE (CONT,) <br />620 12th Street, Modesto, CA 95,354 <br />CUR VE DELTA RADIUS LENGTH <br />209) 524-3525 <br />CURVE <br />TABLE <br />LINE <br />CURVE <br />DEL TA <br />RADIUS <br />LENGTH <br />C22 <br />19'04'09" <br />250.00' <br />83.21' <br />C28 <br />04'2J57" <br />546.00' <br />49.60' <br />C44 <br />04 51 '45" <br />646.00' <br />54.82' <br />C108 <br />1O'l4'11 " <br />60.00' <br />10.72' <br />C109 <br />90'00'00" <br />20.00' <br />31.42' <br />C110 <br />1904'09" <br />275.00' <br />91.53' <br />C111 <br />09'47'21 " <br />275.00' <br />46.99' <br />C112 <br />09'7648" <br />275.00' <br />44.54' <br />C113 <br />00°74'50" <br />527.00' <br />2.68' <br />C114 <br />05°38'40" <br />621.00' <br />61.17' <br />C115 <br />05 3839" <br />621.00' <br />61.18' <br />C116 <br />0538'39" <br />621.00' <br />61.17' <br />C117 <br />O5 38'39 " <br />621.00' <br />61.18' <br />C118 <br />05',38J9 " <br />621.00' <br />61.17' <br />C119 <br />05'38'J9 " <br />621.00' <br />51.18' <br />0120 <br />OS 38'40" <br />621.00' <br />61.17' <br />C721 <br />053839- <br />621.00' <br />61.78' <br />C122 <br />02'12'56" <br />621.00' <br />24.07' <br />C123 <br />0328'03" <br />425.00' <br />25.72' <br />C124 <br />0628'13" <br />425.00' <br />48.00' <br />C125 <br />0628'12" <br />425.00' <br />47.99' <br />C126 <br />0628'13" <br />425.00' <br />48.00' <br />C127 <br />0628'13" <br />425.00' 1 <br />47.99' <br />C128 <br />06'4J57" <br />425.00' 1 <br />49.94' <br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA <br />MA Y 2021 <br />R THSTAR ENGINEERING GROUP, INC. <br />CURVE TABLE (CONT,) <br />620 12th Street, Modesto, CA 95,354 <br />CUR VE DELTA RADIUS LENGTH <br />209) 524-3525 <br />Lg A <br />LS 6946 (K) <br />O• •' v, i <br />X96 <br />7075 SF *• 4� �3747 <br />a i �o` `� `•�� C'f �C >. R 6 L -480.63' <br />BANKS ���, , �, Q. �� \ �, ry Oo • <br />cn FAIR I �o/, ��fo 89 4` ' L=518.20' L� DRV �g'f <br />o STREET ;'. 6408 SF <br />0p, DEKA 2% <br />LINE TABLE <br />LINE <br />LINE <br />BEARING <br />LENGTH <br />L2 <br />C129 <br />06 28'73" <br />425.00' <br />47.99' <br />C130 <br />06'28'7,3" <br />425.00' <br />48.00' <br />C731 I <br />06 28'13" <br />425.00' <br />47.99' <br />C132 <br />06'28'13" <br />425.00' <br />48.00' <br />C133 <br />06'28'12" <br />425.00' <br />47.99' <br />C134 <br />06 28'13" <br />425.00' <br />47.99' <br />C135 <br />05 33 39 " <br />425.00' <br />41.25' <br />C136 <br />90°02'18" <br />20.00' <br />31.43' <br />C137 <br />8957'50" <br />20.00' <br />31.40' <br />C138 <br />00`19'16" <br />279.00' <br />1.56' <br />C 139 <br />47'00'29" <br />68.00' <br />55.79' <br />C140 <br />06 49'17" <br />68.00' <br />8.10' <br />C141 <br />40'11'12" <br />68.00' <br />47.69' <br />C142 <br />89'5742" <br />20.00' <br />31.40' <br />C143 <br />05°50'00" <br />369.00' 1 <br />37.57' <br />Lg A <br />LS 6946 (K) <br />O• •' v, i <br />X96 <br />7075 SF *• 4� �3747 <br />a i �o` `� `•�� C'f �C >. R 6 L -480.63' <br />BANKS ���, , �, Q. �� \ �, ry Oo • <br />cn FAIR I �o/, ��fo 89 4` ' L=518.20' L� DRV �g'f <br />o STREET ;'. 6408 SF <br />0p, DEKA 2% <br />=567. 74' <br />Q11,. ,35' 5486 SF ` \C73p R 425 00, IC1 2� LO <br />w ES "�� 1 C1 L -596.85' G� 25 W <br />79 <br />9�27'GY ��� 52340 SF _29 _ C728 C127 C126 s 5292 SF � �6p <br />I <br />^c' 86 10' P.U.E. z o 80 �, <br />� - L 5213 SF'- <br />I� 00 53 C L89 ^ 5224 SF irk 0 85 o c 81 90 <br />29' C108 &`4 =� Q, O ;W a 82 o w• ' 61 <br />� 6 760 SF N ___ cV c' 5213 SF n+ 0 84 83 ca -' o0 5213 SF o X62 <br />o � 5421 SFLo a 5213 SF o , 5213 5F � -6 6D� <br />C _ rn N ad oo - -__ L a 65 <br />+ ^� <br />1 X66 <br />S88 30'18"E 98.00' cp [86 �8�r Z a ^� �6-7 5 <br />a .a oo u� cr <br />M 64673 SF 4 54 �' 8s ----- z ``- �6B 64 <br />a �` �► -' o N 6618 SF '' L81 <br />o cNZ)am,, o: a 52 0 3� 55 � L83� rj C82 '- L78 _� L75 - _,,,-_ L72 -`- -'- � ��0 CD - <br />L7 5237 SF o / <br />73 / <br />C 4 556 7 SF �' o L80 L77 L76 L74 L `° 63 <br />m U w 6872 SF L <n � 1 r U <br />Z �; ca F. r s 56 �, L79 <br />5548 SF /g <br />' p`` 0 10' P. USE. � �_ 0 62 <br />0113 5X45 SF � <br />2' 29 jp9 C1 1 1`� ` In 0 3 57 � v� 61 °' 5549 SF <br />L93 -� -- C C7�2\ �� 0 5553 SF 58 11 0 59 I 00 <br />60 5549 SF 1j'� <br />czs N Ln 17 0 5556 SF cd cH 5549 5F 7° I G) o <br />I N N a, 5551 SF a, r1i <br />I Cy --f- s88 30'18'E 12700' - -. o ,-� e22 C' y p �a <br />## Z fn '` G) to Gti 2 i CA <br />92 .- f N N <br />o 4 ca 5238 SF ..� ,C ���--i C175 - -C1 1 g <br />2,54' <br />5 4 4 IN �``-o' Sr6�9s4„�(R) Clls0117 0118 L�516.09' r� 35 <br />29 4, 0138 ! N '� - 4-47°37 00 R=621 .0 cs <br />y N�3A 10 �--4=47'37'00" R�46.00' � -536,8-�" 2�. <br />FD 3/4" IRON r <br />PIPE TAGGED / (�a?R�6 �. N w------- 5 <br />11 `� $ A=38'21 '18" L =432,45 2 1 <br />LS 6946 (K) �j. i` F�4,J Mi z w Z QA OX <br />- W CREEK STREET <br />f;:. . <br />DETAIL A' z Q 47 48 49 50 51 36 34 <br />NIS SEE SHEET 4 SEE SHEET 5 <br />k:\j2O-2714 denali subdivision \dws\mapping\subdivision\unit 2\20-2714 sht 7 4/18/2022 3:39 PM <br />LINE TABLE <br />LINE <br />LINE <br />BEARING <br />LENGTH <br />L2 <br />N8830'18"W <br />20,00'(M)(N) <br />L58 <br />N6256'51 "E <br />437.39' <br />L59 <br />N6256.5 1 'E <br />392.32' <br />L60 <br />N6256'51 'E <br />288.78' <br />L61 <br />N6256'51 "E <br />25.37' <br />L62 <br />I N62-56'51 'E <br />31.28' <br />L63 <br />N64'40'52 "E <br />31.65' <br />L64 <br />N64 40'52"E <br />20.22' <br />L65 <br />N6440'52'E <br />11.43' <br />L66 <br />N59°39'00"E <br />59.03' <br />L57 <br />N69°39'00"E <br />40.06' <br />L58 <br />N6939'00"E <br />78.97' <br />L69 <br />N76°07'13"E <br />59.03' <br />L 70 <br />N 76'07'13 "E <br />32.53' <br />L71 <br />N76°07'13"E <br />26.50' <br />L 72 <br />N82",3526 "E <br />59.03' <br />L 73 <br />N82 3526'E <br />25-01' <br />L 74 <br />N82,3526 " E <br />34.02' <br />L 75 <br />N89 03'39 "E <br />59.03' <br />L 76 <br />N89 03'39 "E <br />17.48' <br />L77 <br />N89 °03'39 "E <br />41.55' <br />L 78 <br />S84'20'1 6 "E <br />61.42' <br />L79 <br />S8420'16'E <br />9.94' <br />L80 <br />S,54 -20'16"E <br />51.48' <br />=567. 74' <br />Q11,. ,35' 5486 SF ` \C73p R 425 00, IC1 2� LO <br />w ES "�� 1 C1 L -596.85' G� 25 W <br />79 <br />9�27'GY ��� 52340 SF _29 _ C728 C127 C126 s 5292 SF � �6p <br />I <br />^c' 86 10' P.U.E. z o 80 �, <br />� - L 5213 SF'- <br />I� 00 53 C L89 ^ 5224 SF irk 0 85 o c 81 90 <br />29' C108 &`4 =� Q, O ;W a 82 o w• ' 61 <br />� 6 760 SF N ___ cV c' 5213 SF n+ 0 84 83 ca -' o0 5213 SF o X62 <br />o � 5421 SFLo a 5213 SF o , 5213 5F � -6 6D� <br />C _ rn N ad oo - -__ L a 65 <br />+ ^� <br />1 X66 <br />S88 30'18"E 98.00' cp [86 �8�r Z a ^� �6-7 5 <br />a .a oo u� cr <br />M 64673 SF 4 54 �' 8s ----- z ``- �6B 64 <br />a �` �► -' o N 6618 SF '' L81 <br />o cNZ)am,, o: a 52 0 3� 55 � L83� rj C82 '- L78 _� L75 - _,,,-_ L72 -`- -'- � ��0 CD - <br />L7 5237 SF o / <br />73 / <br />C 4 556 7 SF �' o L80 L77 L76 L74 L `° 63 <br />m U w 6872 SF L <n � 1 r U <br />Z �; ca F. r s 56 �, L79 <br />5548 SF /g <br />' p`` 0 10' P. USE. � �_ 0 62 <br />0113 5X45 SF � <br />2' 29 jp9 C1 1 1`� ` In 0 3 57 � v� 61 °' 5549 SF <br />L93 -� -- C C7�2\ �� 0 5553 SF 58 11 0 59 I 00 <br />60 5549 SF 1j'� <br />czs N Ln 17 0 5556 SF cd cH 5549 5F 7° I G) o <br />I N N a, 5551 SF a, r1i <br />I Cy --f- s88 30'18'E 12700' - -. o ,-� e22 C' y p �a <br />## Z fn '` G) to Gti 2 i CA <br />92 .- f N N <br />o 4 ca 5238 SF ..� ,C ���--i C175 - -C1 1 g <br />2,54' <br />5 4 4 IN �``-o' Sr6�9s4„�(R) Clls0117 0118 L�516.09' r� 35 <br />29 4, 0138 ! N '� - 4-47°37 00 R=621 .0 cs <br />y N�3A 10 �--4=47'37'00" R�46.00' � -536,8-�" 2�. <br />FD 3/4" IRON r <br />PIPE TAGGED / (�a?R�6 �. N w------- 5 <br />11 `� $ A=38'21 '18" L =432,45 2 1 <br />LS 6946 (K) �j. i` F�4,J Mi z w Z QA OX <br />- W CREEK STREET <br />f;:. . <br />DETAIL A' z Q 47 48 49 50 51 36 34 <br />NIS SEE SHEET 4 SEE SHEET 5 <br />k:\j2O-2714 denali subdivision \dws\mapping\subdivision\unit 2\20-2714 sht 7 4/18/2022 3:39 PM <br />LINE TABLE (CONT.) <br />LINE <br />BEARING <br />LENGTH <br />L81 <br />S7744'11 "E <br />59.03' <br />L82 <br />S7744'1 I 'E <br />51.48' <br />L83 <br />S77 44'11 "E <br />755' <br />L84 <br />S713757'E <br />59.05' <br />L85 <br />S71 °37'57"E <br />43.95' <br />L86 <br />S713757"E <br />15,10' <br />L87 <br />S64 54'43'E <br />48.86' <br />L88 <br />S655233"E <br />70.30' <br />L89 <br />S65 52'33"E <br />10.23' <br />L90 <br />S65°52'33"E <br />60.07' <br />L91 <br />S1 1 °43'53"W <br />44.81' <br />L92 <br />S012942"W <br />79.24' <br />L93 <br />S88'50'18 "E <br />78.00' <br />L94 <br />N6256'51 "E <br />249.24' <br />L95 <br />N6256'51 "E <br />249.24' <br />L96 <br />N62 56'51 "E <br />249.24' <br />L97 <br />N6256'51 "E <br />25.37' <br />L98 <br />N36 'J522 "W <br />92.4 1 ' <br />L,99 <br />N35 3522 "W <br />98.34' <br />L100 <br />N53 22'20 "E <br />68.27' <br />L101 <br />S36 35 30'E <br />68.43' <br />L 102 <br />S88 30'18"E <br />17-46' <br />L 103 <br />N01 2942 "E <br />13.38' <br />L104 <br />N012942'E <br />10.93' <br />L105 <br />N35 °16'36 "W <br />42 55' <br />LEGEND: <br />SFN <br />SEARCHED, FOUND NOTHING <br />W. C. <br />WI TNESS CORNER <br />U.O.N. <br />UNLESS OTHERWISE NOTED <br />(A) <br />SEE REFERENCES THIS SHEET <br />(M) <br />MEASURED <br />(R) <br />RADIAL BEARING <br />C18 <br />CURVE DATA, SEE CURVE TABLE <br />THIS SHEET <br />L18 <br />LINE DATA, SEE LINE TABLE THIS <br />SHEET <br />R/W <br />RIGHT-OF-WAY <br />M&P <br />MAPS & PLA TS <br />PM <br />PARCEL MAPS <br />S <br />RECORD OF SURVEY <br />OR <br />OFFICIAL RECORDS <br />D. N, <br />DOCUMENT NUMBER <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />SJCO <br />SAN JOAQUIN COUNTY <br />S. J. C. R. <br />SAN JOAQUIN COUNTY RECORDS <br />S. J. C. S. R. <br />SAN JOAQUIN COUNTY SURVEYOR'S <br />RECORDS <br />S. S. J. I. D. <br />SOUTH SAN JOAQUIN IRRIGATION <br />DISTRICT <br />CL <br />CENTERLINE <br />EX <br />EXISTING <br />SF <br />SQUARE FEET <br />TYP <br />TYPICAL <br />FD <br />FOUND <br />COR. <br />CORNER <br />SEC. <br />SECTION <br />CR <br />CORNER RECORD, S. J. C. S. R. <br />I.N. <br />INSTRUMENT NUMBER <br />C.D.M. <br />CITY OF MANTECA <br />MON. <br />MONUMENT <br />* <br />CALCULATED FROM RECORD <br />�rlrzzzzzzi <br />RESTRICTED ACCESS <br />SHEET T OF 10 <br />