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 />
|