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CURVE TABLE
<br />CURVE FU;DIUS
<br />LENGTH DELTA
<br />—
<br />4J377.00`
<br />r2
<br />� �
<br />i 345.29' 15'48 17"
<br />_ 04877.00'
<br />1345._22' 15'48'14"
<br />35 T1S, R6E
<br />VIERRA ROAD —-
<br />2 T2S, R6E
<br />U
<br />Z
<br />uo
<br />0
<br />o
<br />r)JT n
<br />a) Lo n 9
<br />G7 NN
<br />n 'o r
<br />J1aU C
<br />z,.NN
<br />N00'09'36E
<br />FD S.J.C. SURV'fOR'S
<br />MON. IPJ MON. 'dJELL, NO
<br />TAG, POINT 72
<br />/ 06 PER (B),
<br />AT 1/4 CORNER
<br />20'
<br />0
<br />_z
<br />y
<br />0
<br />� U
<br />DNI 2_04pp00r''2
<br />CL
<br />c4
<br />v- r>
<br />,I- M
<br />to
<br />DPS 2006
<br />—000431 W \
<br />Lu
<br />SECTION LINE
<br />r s
<br />r
<br />WMIT a
<br />11
<br />17-V5&-SRESf
<br />w
<br />nl
<br />(M)(P)
<br />(E)
<br />36 T1S, R6E
<br />rD 2.5" BRASS DISK IN MON.
<br />WELL, POINT #617 PER
<br />(A), POINT #205 PER
<br />�- (B), AT SEC. CORNER
<br />1 T2S, R6E
<br />20.00' \\\
<br />S89°46'59"E
<br />Z� 360.07'
<br />'3,J�
<br />tFD 1-1/4" I.P. ON
<br />-_EAST R.Q.W. LINE
<br />PER (F), NO TAG,
<br />S07°49'03"E 0.18'
<br />''�-ELECTRIC TRANSMISSION
<br />a L RIGHT-OF-'dlA'f PER 187-
<br />a) A-227, NO WIDTH GIVEN
<br />c 0
<br />a � z
<br />� f c
<br />FD 1-1/4" I.P.
<br />1�89'44'5j"W�PER (F), NO TAG
<br />T 302.87
<br />(M)(P)(C)(F)
<br />SCALE:
<br />0
<br />1" — 300'
<br />I I
<br />I
<br />I � _LcOiRIC 7RANSr�FR1018_
<br />u o OF NFY GIVEN
<br />P.IGH7 NO `NID7H
<br />IIl
<br />Lo
<br />P,—o70,
<br />/4 SEC. LINE
<br />j co
<br />d
<br />1>
<br />2646.94'
<br />_� � 2�t 1731.00'
<br />Lo
<br />ZD is co -�
<br />Ori N /I
<br />PARCEL MAP
<br />BEING A PORTION OF SECTION 1, T0%,JNSHIP 2 SOUTH, FJAII\IGE G EAST,
<br />fAOUi JT DIA.BLO BASE AND Nif RIDIAN,
<br />CITY OF MAN_IFEG-A, SAN JOAQUIi`4 COUNTY, CALIFORNIA
<br />MARCH, 201 8
<br />C la MCR ENGINEERING, INC.
<br />1242 DUPONT COURT
<br />MANTECA, CP. 95336
<br />ENGINEERING TET: (209)239-6229
<br />FN:: (209)239-SS39
<br />SEE SHEET 2
<br />If j f
<br />vLq O , f- O) h
<br />� N N
<br />•- U N N ID V) r-
<br />7 r7 N co
<br />Q U/1_;.�
<br />�,.) O 01
<br />Z /\�JJ
<br />FD 1" I.P. TAGGED ) h L)
<br />LS 7059, NO REF. f S89°46'59"E
<br />0
<br />1-1/4" I.P. PER (F)�� y 310.45'(P)
<br />35.87'(P)(C)(F)
<br />y FD 3/4" I.P. PER (D),�
<br />NO TAG, AT CENTER OF SECTION I o
<br />\\ S00°17'38"`V 0.22' l!r)
<br />W
<br />-S.S.J.I.D. RIGHT- cn I ST
<br />OF -WAY PER (F) o
<br />SFN
<br />�
<br />°
<br />o
<br />11
<br />SECTION AND
<br />/0✓
<br />(11
<br />1.0
<br />NVQ
<br />DIN 2007 r c
<br />FD 2" I.P. PER (F),
<br />o
<br />-171590 CD
<br />NO TAG, BENT
<br />p
<br />N76°35'31"W 0.47'
<br />- v n
<br />yCO
<br />\\
<br />20.00'(P)(F)
<br />/4 1/4 SEC. LINE
<br />302.67'(P)(F)3;{3'WC
<br />i001.6T(MrP�1001.50'(F) 1
<br />st
<br />11324.34'(P)
<br />1324.17'(F)
<br />-�
<br />�'
<br />5W
<br />-SFN FD 1-1/4"
<br />I.P. N89'44'41"W
<br />PER (F),
<br />NO FAG �
<br />M
<br />589'41"18"E
<br />1198.13'(M' P` 1196.88'(
<br />3, Iv o
<br />.1R9 t 3')X� W
<br />SFN �CL
<br />E -WIDTH MAINTENANCE
<br />CL
<br />Ns (R a - j_EASEM'N'T
<br />PER 3856 -OR -451
<br />SFN- <6 3'X3'W.C.
<br />) I0 yiyF�'t , X64 J? 4
<br />IN 93094048
<br />_` n
<br />�i/,
<br />/Az u7 J
<br />10
<br />Bd�F
<br />FD 1/2" BAR PER
<br />\ \\ (F), NO FAG p
<br />531.34' -� 793.00'(P) 792.85'(F) -f
<br />}-'-510.00'(P)(F)-�L�21.34'(P)(F)- - -
<br />�— 1324.34'(P) 1324.17'(F)
<br />2648.68'(M)(P' 2648.34'(C)(F)
<br />LJ
<br />3856---OR-451ij
<br />I II
<br />Ery I -
<br />LL 0) I
<br />'-
<br />VARIABLE -WIDTH
<br />S.S.J.LD. RIGHT -OF -WA'( I I o
<br />z �z PER 837 -OR -294
<br />co
<br />I I ✓
<br />3'Wr� I Tri
<br />SFN',
<br />��N1T05'24"E(R)
<br />RESFRICTED ACCESS
<br />PER 3856 -OR -451
<br />5—PN1-157
<br />PARCEL 8 `,._--�_
<br />PARCEL. A SFN l� --
<br />FD S.J.C.SURVEYOR'S MON. N89'41'18"W 2650.42'(M)(P) 265034'(E _
<br />IN MON. WELL, NO TAG,
<br />12 POINT jj201 PFR (B),
<br />AT SEC. CORNER SECTION LINE
<br />C2
<br />So!'I7'07"W(R) -
<br />254.86'(M) 254.88'(E)'
<br />NOTE:
<br />SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND,
<br />BASIS OF BEARINGS AND REFERENCES.
<br />FD S.J.C. PIN/WASHER
<br />IN MON. WELL POINT #720.
<br />PER (A), AT SEC. & Pl N. CORNER
<br />6 T1S, R6E
<br />f3l T1S RAEJ -
<br />�.JO' - - 1 T2S, R6E �j 16 T2S, RAE
<br />(P)(C) 1/4 1/4 SEC. LINE 1/4 1/ SEC. LINE
<br />CC' ���g2 a, �� ° r
<br />pe SECTION AND Qv `s
<br />C.) N
<br />_ RANGE LINE
<br />O Z o SEE DETAIL i ��\ +1' N ht N V)
<br />ON SHEET 2
<br />1296.90 \ r2
<br />�y
<br />501.39'(P WAVVONA STREET
<br />610.45'(P) 610.4'(0) I 84.93'(P)'-- 501.45'(P)
<br />129,3.83' \
<br />N89'46'59'W
<br />A PORTION
<br />0P PA1(;EL 1
<br />IN 92046100 e��
<br />�0
<br />yv
<br />r0 ✓)
<br />ryCb
<br />2653.70'(M) c_/
<br />nj PG&E EASEMENT✓
<br />PER DN 2013-076415 3
<br />ty�S' Vl
<br />EXISTING r
<br />EXISTINGCITE R.O.W. PER -
<br />CITY R.O.'A. PER DN 2015-142672
<br />DN 2015-142671 I I
<br />t 1356.79'
<br />1/4 SEC. LINE
<br />z� 3s2'(M)(P) 2653 r'(c) —
<br />EAST LINE OF THE WEST HALF
<br />r - OF THE NORTH HALF OF THE
<br />-'SE 1/4 OF SEC. 1
<br />IN 95009282
<br />SOUTH LINE OF THE
<br />NORTH HALF OF THE —
<br />NORTH HALF OF THE
<br />j o SE 1/4 OF SEC. 1
<br />! N89'51'12"W
<br />906.29' 420.154'
<br />I�30' WIDE
<br />S.S.J.LD. EASEMENT
<br />PER IN 92046101C3
<br />°
<br />o
<br />11
<br />SECTION AND
<br />/0✓
<br />RANGE LINE
<br />1.0
<br />tJ a�
<br />Z CA
<br />p
<br />J
<br />yCO
<br />N j)
<br />1/4 1/4 SEC. IINF-.-
<br />2653.78' S89'55'2.5
<br />rJ,
<br />ry /�
<br />a, rye
<br />_6lb
<br />tY.
<br />DN 2008-03325 1 ��
<br />N FD 3/4" I.P. TAGGED
<br />/ L.S. 6246 PER (D) --- --- f
<br />S82'55'20"E 0.23' FD 4" BRASS DISK IN MON. 1"BELL,
<br />POINT X51218 PER (B), AT SEG CORNER
<br />FD NAIL & BRASS TAG L.S. 6406 \
<br />IN TOP OF WALL PER 37 -RS --150 _ \
<br />®� f N16°25'04°E 0.69' STATE HIGHWAY ROUTE 120 T2S, R6E 1 \�
<br />---- -
<br />S89'S4'S3"W 2653.96'(M)(P) � --- � 2653.90'(D) 2653.89'(E) ----""��
<br />_ T2S, ROE 12
<br />SFN, SOUTH 1/4 SECTION CORNER, SECTION 1,
<br />PER 5-R,S-317, 1/2" IRON PIN WAS SET INSIDE A FOUND 3/4" I.P.
<br />THIS ORIGINAL MONUMENT WAS FOUND WHILE CONDUCTING A SURVEY IN
<br />SEPTEMBER 1998 FOR 35--M&P-11 AND ITS POSITION WAS USED FOR THIS
<br />PARCEL MAP. THE FOLLOWING MAPS ALSO FOUND THIS MONUMENT AND USED
<br />ITS POSITION: 35--M&P-12, 13--PM-82, 23 -PM -78, 23 -PM -99 & 20 -RS -36
<br />1�
<br />cv
<br />ai
<br />FD 3/4" I.P. IN MON.
<br />WELL TAGGED LS 3870
<br />PER 32-M&P-49,
<br />POINT #'217 PER (8),
<br />AT 1/4 CORNER
<br />SHEET 3 OF 5 SHEETS
<br />r
<br />
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