|
C SEE SHEET 5
<br />434' 34' 183
<br />180 184
<br />• 185
<br />�R)SOto,
<br />70(3'15"E 186
<br />CURVE TABLE 68.02'(M)(A)- C54 ti�11'CURVE DEL TA RADIUS LENGTHC1 183105„ 712.00 230.12' (M)(A) ONE -FOOT ACCESS OSo/C23 _S7'730_W(R)C2 33625 359.00 22.60 (M)(A) RESERVE STRIP-'°�'- i C42 O - O
<br />C3 237'26" 484.00' 2216' (M)(A) Jo- - z� 23'
<br />C4 112 4353" 56.00' 110.18' (M)(A)0 _ N7Kl, 1 -8'E � \ '
<br />C5 10'27'08" 60.00' 10.95' (M)(A) �o; i� 1 \\a 23' i-- �R)
<br />�--� \ \ I�
<br />C6 102708 60.00 10.95 (M)(A) ,� 1 \ \ 168
<br />C7 49'51'46" 56.00' 48.74' M A N0839'30 "W N) 1 \ h `�-
<br />( )() 167 �-- 7,726 SF
<br />C8 , » , ()() 102.14'(M)(A) 1 NI N \ N
<br />6'1122 1111.00 120.01 M A 6, 243 SF
<br />C10 1 6,�5(M)(A) I » 1257.00' 35.25' \ N� \\ m 'O$„� o �,O � \
<br />Cil 3'18'32" 1257.00' 72.59' S79 4423"W 8.68, \ \ 56q•2�
<br />C12 88 04'13" 20.00' 30.74' 52.15 (M)(A) ,• „ 6 83, /; „�\ \ N642727"E 169 179
<br />cliC14 5'14'19" 1234.00' 112.83' • N�g'44'23 E 120,5695 �Rl \\N \ w\ �R) 5,831 SF 062 12,249 SF
<br />108'22 " 1211.00' 24.08' I \ 11616 O \ l � 10 0
<br />C15 12'11'48 " 60.00' 12.77' 7, 441 SF 2� l S4 o "
<br />C16 5841'13" 56.00' 57.35' I �'�r 20
<br />62
<br />0 � 5
<br />C17 108'J2'5,9 " 56.00' 106.09' N� N ;, 106 $ 0_)a, 2 � �� \ 5 170 •�tig6
<br />C 19 J'08'47" 1111. 00 ' 61.01 62 21' 20 \ �.'� \ \ 5, 029 SF 100 55 �o �p6
<br />3 02 35 1111.00 59. DO �, N o_ \� �'o \ q `� rn 6,
<br />rn o, 5 rn_
<br />C20 839 27 1480.00 223.63 0 16 5 -o \o-
<br />C21 30'13'24" 350.00' 184.62' N 7,443 SF�-�-
<br />C22 5'06'J5" 484.00' 43.16' x 171
<br />w
<br />C23 8534'12" 20.00' 29.87' N� 5,943 SF
<br />C24 1204'40" 373.00' 78.63' I w� -'' 5�� \\ate` �2 �'o `°o\ ' �1* 1 6,
<br />C25 7 :36'13" 373.00' 49.50' I �- X59 \oo_ rn \o_ o , '54 5 Q
<br />C26 2;31'30" 373.00' 16.44' �� 164 \ �'o_ \ 551 "'-
<br />C27 22.12'23 373.00' 144.57' ✓ 6,795 SF , \ ✓\ 172 `
<br />C28 0 50'52" 1457.00' 21.56' cry 03 $� \\ 0 6, 555 SF
<br />C29 2'17'06" 1457.00' 58.11' � .rn �'E 1 \rn � � 25 \ �_ R� 1
<br />C30 205'18" 1457.00' 53.10' - fl o_ N_ .�85 \o- ' 2� ) \ ,53`x(
<br />C31 1 4343" 1457.00' 43.96' ��� • X59 163 � � \\ 561•A1
<br />C32 65659" 1457.00' 176.73' 6,212 SF , \moo 173
<br />C33 912835" 20.00' 31.93' I 115 �� 6, 682 SF
<br />C34 9'07'54" 60.00' 9.56' `ro �(Ri 10 \\ \ �'\ o_ 1
<br />05 1 '11 '04 " 1503.00' 31.07' I S32 03'07 "E CP,
<br />C36 2'12'40" 1503.00' 58.00' I 69. 30(M)(A) X60 5
<br />C3 162 C' \\ 563 5
<br />7 152 X59 �� 1503.00 � 49.40 � • 5, 717 SF ,\ Z N
<br />C38 5'16 43 1503.00 138.47 181 c) G o n\ E
<br />10 ' \ N �\ 05, 31, -
<br />C39 4 3833" 327.00' 26.50' I 52, E(Ri \ o \ N65; (R� 8,
<br />C40 14 4551 327.00' 84.26' � r � _Fr�R J� S28'08'0 1 "E 56' o, 25 0'
<br />C41 19'2424" 327.00 110.76 r r r J� 54.04'(M)(A) N62 161 0 \o C34 O
<br />C42 108'04'12" 20.00' 37.72' �r> > • 5,223 SF �5'\ J a`�o\
<br />C43 8'05'48" 484.00' 68.40' 101 �.,�`o-
<br />C44 24'16'41 " 484.00' 205.09' I S26104'29 "E 2,10" E(R� �``
<br />C45 652'57" 484.00' 58.14' ONE -FOOT ACCESS 49.39'(M)(A) 65 0 \ ��; •
<br />C46 849'02" 484.00' 74.48' I RESERVE STRIP „E N 760 \
<br />C47 8 59'03" 484.00' 75.89' �;---,--- -,. • ��1 5.51' 15 P) • 6,194 SF . o
<br />RiN 6 45 -
<br />C48 5 55'18" 484.00' 50.02' ( , 9 � ( 00 - '�` / N 6 00,( M� c , ; N 6- (R) � C33
<br />3 0 (Pi 46. -500 C9 .t` / 101 -
<br />C49 62 5849" 484.00' 5J2.02' S63°0 00 (M) 2 5� / 159 - o
<br />p cA O
<br />C50 65:36'15" 484.00' 554.18' I 1q6 2� a'- `''= $ 39 ' �� C4
<br />25 25 ' S, 624 SF � � 1 • �
<br />C51 336;25" 393.00' 24.74' \ 0000
<br />„ \ O \ �• n\ 10' pUE 6�, ?�
<br />C52 100 37 518.00 9.13 OB 51 E \ `�' �\ 1a' ��-'E "W 162' g' �N68?8
<br />C53 70 4336" 518.00' 639.43' l: N64'(R) \ - w `'� �, \N6625 56$•1 q' 28 �1'1-
<br />055
<br />Zqg 3�� F► V "
<br />C54 94J'03" 518.00' 87.85' FD. 3'WC 757 \� G' � `'' 2� `0" � 14 8127'16" 518.00' 736.41' >\ ,\�►_ �! �_ �-O.__.� 568�
<br />c. •i•
<br />C 136 2 33 6, 245 SF '48" 750. DO' 33.55' � 93.01 M L \ C12 �., � �► C5 578 41 '36 "W
<br />C137 153824" 750.00' 204.73' co $,56"E(R� O � Z � � W C6 � 44.51, (M)(A)
<br />C138 18'12'12" 75 s
<br />0.00' 238.28' 6 0 - *V\ ; ' 28 ESR) 040 • S68°14'28"W
<br />6 mr d, N68- 1 4'- 72.87'(M)(A)
<br />J CS 158C
<br />17
<br />_
<br />COVERED ENTIRELY BY A 5,812 SF <G" \�� •��• �N5747'20"E 3:
<br />\PUBLIC UTILITY EASEMENT (A) C7 44.51'(M)(A)
<br />M)(A)
<br />F� 700
<br />� 110' �� 31'� E(Ri � o
<br />,o
<br />56911/5
<br />--AwlN691 %
<br />k: \j15-1.`)25 south monteco project \dwg\mapping\subdivision\unit 3\15-1525 griffin unit 3 fm sht 6 map 5/17/2021 9:24 AM
<br />s�.
<br />187
<br />s1216,30 1
<br />S34'02'17"E
<br />1716'(M)(A)
<br />'A*) of 110 S
<br />TRACT NO. 4045
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />GRIFFIN PARK
<br />UNIT NO. 3
<br />BEING LOT 5 OF THE MAP ENTITLED
<br />"GRIFFIN PARK" RECORDED IN
<br />`�!S►�� BOOK 43 OF MAPS & PLATS, PAGE 143,
<br />S.J.C.R. AND LYING IN A PORTION OF THE
<br />NORTHEAST QUARTER OF SECTION 17,
<br />88 ` TOWNSHIP 2 SOUTH, RANGE 7 EAST, M.D.M.
<br />CITY OF MANTECA, SAN JOAQU►N COUNTY,
<br />CALIFORNIA
<br />189
<br />NOVEMBER, 2020
<br />G �UR THSTAR ENGINEERING GR 0 UP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />190
<br />223-`
<br />\ 193 R� C
<br />Z I
<br />129 ,5b\ 192 \ �`
<br />1 le
<br />o_ \\ �, ,►fig"
<br />17s \\ \
<br />LO 1 DRIVE UJW
<br />3, 434 SF \ E1 0 1
<br />c L C136 I
<br />G _ _-, �� -0-101
<br />1
<br />125 29 \ S p R - 31C 8 N�4'0823',28 E(R)i
<br />I
<br />.2101„E(Ri \\C-) W j
<br />175 S�1'S3 �-' •-� W
<br />R)
<br />6, 091 SF 9„��• 0, 54.29 Cl 1
<br />N1016- �(M)(��`C52 Oo
<br />1� 93 -•// 34'
<br />51.84-' -
<br />1 34.0 - '
<br />�5, qg E ,� �W�Ri C2 85.S4'(M) w�R) \ N �,
<br />,� 5\\�
<br />N63' "5125 576.30 �0,
<br />\m
<br />ONE -FOOT ACCESS \ ��
<br />RESERVE STRIP
<br />I
<br />GR Jrr�J��J �r���f� I NOTES:
<br />1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP SDJ-18-53.
<br />J. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR
<br />VOLUME PRECEDES PAGE.
<br />4. ALL DISTANCES SHOWN ALONG A LOT LINE THAT CONTAINS A WITNESS
<br />CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br />5. ALL LOT CORNERS. • SET 3/4" X 30" IRON PIPE TAGGED LS 9099.
<br />6. WITNESS CORNERS. FRONT LOT CORNERS, SAW CUT '+' IN CONCRETE AT
<br />1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION.
<br />7. LANDSCAPE LOTS "LA", "LB", "LC" & "LD" ARE COVERED ENTIRELY BY A
<br />PUBLIC UTILITY EASEMENT
<br />8. SEE SHEET 2 FOR LEGEND, REFERENCES AND BASIS OF BEARINGS
<br />MONUMENT LEGEND:
<br />0
<br />SET 3/4" x 30" IRON PIPE, TAGGED LS 9099,
<br />U. 0. N.
<br />Oo
<br />SET 3/4" x 30" IRON PIPE, TAGGED LS 9099
<br />IN MONUMENT WELL, U.O.N.
<br />S
<br />SET 300' WITNESS CORNER 3/4" x 30" IRON PIPE,
<br />TAGGED LS 9099, U.O.N.
<br />®
<br />SET J.00' x 3.00' W1 TNESS CORNER J14" x JO" IRON
<br />0 50 100
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />•
<br />FOUND 3/4" IRON PIPE, TAGGED LS 9099 PER (B), U.O.N.
<br />SCALE 1' - 50'
<br />FOUND 3/4" IRON PIPE TAGGED LS 9099 IN MONUMENT
<br />WELL (B), U.O.N.
<br />SHEE T 6 OF
<br />Aga . %10 F,
<br />
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