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5)
<br />34 85 86
<br />N82"11'31' R
<br />�l
<br />N89'3r1 rW 488.85'
<br />„o
<br />I _ J
<br />04
<br />vI
<br />I a(5)
<br />--29_00,_'
<br />PUE, SSE, T,
<br />--�-i
<br />WLE (5) I
<br />PARCEL A I J
<br />SEE SHEET 5
<br />LLJ
<br />L2
<br />04
<br />8 g Ig
<br />N
<br />C4 N89.3r17"W (5) + <
<br />w>
<br />52.00'(M -PL)
<br />cq
<br />78.00' z L3
<br />00W
<br />- T --N893r1 rW 81.00'- - ,
<br />R
<br />, ~ =�?O W �
<br />ui c)04
<br />40 �
<br />W 288
<br />6,713 SFt 10' PUE I J
<br />SSE, WLE (5) --------- o (5)
<br />29.00'
<br />� I U
<br />N87'30'04"E 101.38' I I
<br />N88`55' 8"E R11
<br />l l
<br />P
<br />w
<br />cn
<br />289 I N I
<br />6,894 SFt
<br />•r I C7, � a►
<br />I N ,
<br />z I
<br />482'5,S06"E
<br />101.07' � I •
<br />0° 1yg4'11' 36" R
<br />D N
<br />t O
<br />t cA N
<br />N 290
<br />t a m r`;
<br />s Q� �
<br />6,999 SFt t D ?;
<br />POE -0
<br />� r -
<br />SSE, WLE t F
<br />r- N7"E 179''25*E 1 N
<br />z 11 0
<br />1 a 1
<br />291 11 (5)
<br />7,472 SFt
<br />�V
<br />X)B NO.2043.420 S
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />Lt
<br />NOO'22'43"E
<br />28.41'
<br />L2
<br />N893r1 rW
<br />3.00'
<br />L3
<br />N89'37'1 rW
<br />3.00'
<br />L4
<br />NOO'22'43"E
<br />24.98'
<br />L5
<br />N73'2141"W
<br />7.48'
<br />L6
<br />N13'3r5rW
<br />25.46'
<br />L7
<br />NO8'35'57"W
<br />15.75'
<br />L8
<br />N0438'02"W
<br />7.53'
<br />L9
<br />N80*02'51 "W
<br />47.21'
<br />L10
<br />N74'52'05"E
<br />29.00'
<br />CURVE TAME
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C1
<br />399.00'
<br />725'46"
<br />51.74'
<br />C2
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C3
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C4
<br />779.00'
<br />1'27'15"
<br />19.77'
<br />C5
<br />717.50'
<br />0040'31"
<br />8.46'
<br />C6
<br />782.50'
<br />309'06"
<br />43.04'
<br />C7
<br />20.00'
<br />9332'04'
<br />32.65'
<br />C8
<br />273.00
<br />14'01'11"
<br />66.80'
<br />'6"' 5
<br />s�
<br />291
<br />.� 103 83
<br />N Sr
<br />0
<br />292
<br />7,258 SFt
<br />'38'28"E j()3 Be
<br />293
<br />6,689 SFt
<br />i
<br />W39"E 101.38'
<br />294
<br />6,607 SFt
<br />o
<br />N87'21'44"W 101.38'
<br />a
<br />a
<br />c
<br />n
<br />;OO
<br />295
<br />a
<br />MONUMENTS SHOWN HEREON:
<br />os
<br />BETWEEN THE CITY OF TRACY
<br />GPS POINT 9 AND GPS POINT 2056 AS SHOVIN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND
<br />6,621 SFt +�
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />o
<br />�
<br />SUBDIVISION BOUNDARY LINE
<br />--
<br />N8i 45'42 "jq(R)
<br />LOT LINE
<br />"W
<br />EASEMENT LINE
<br />i02. i6'
<br />CENTERLINE
<br />vlot
<br />TOTAL
<br />PUE
<br />RADIAL
<br />(LL)
<br />LOT LINE
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />SENT TO PROPERTY LINE
<br />FOUL STANDARD STREET MONUMENT,
<br />AS NOTED
<br />•
<br />FOUND "U"T. AS NOTED
<br />N
<br />2%
<br />,N
<br />TO BE SET PER TRACT NO. 3917
<br />STANDARD STREET MONUMENT, LS 7960.
<br />TO BE SET PER TRACT NO. 4006
<br />®, SNF
<br />7,555 SFt
<br />DN
<br />DOCUMENT NUMBER
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EX
<br />EXISTING
<br />PAE
<br />PRIVATE ACCESS EASEMENT
<br />t
<br />PUBLIC UTILITY EASEMENT
<br />11
<br />SANITARY SEWER EASEMENT
<br />WLE
<br />WATER LINEEASEMENT
<br />C8 -•' -
<br />_ '� /
<br />N7E
<br />TA
<br />n,
<br />" N
<br />(51 N8937'1rw(R) _
<br />100.00'(M -M) (5)
<br />44-fo5 �
<br />TRACT NO, 4156
<br />SUBDIVISIONS OF SAN JOAQUIN COWN, CALIFE#tI"
<br />TRACY VILLAGE NEIGHBORHOOD I
<br />CONSISTING OF 7 SHEETS
<br />BEING A SUBDIVISION OF PARCELS L AND I, AS SAID PARCELS
<br />ARE SHOWN ON TRACT NO. 3917 (44 M A P 54)
<br />BEING A PORTION OF SECTION 5, 13S, R5E,
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SAN R ■ (925) 806-0322
<br />ECb g
<br />RosEVN-LE ■ (91a)78�- "o
<br />www.CaMace com
<br />CIV ENGINEERS SURVEYORS • QRS
<br />SCALE: 1"= 34' FEBRUARY 2023
<br />30' V 15' 30' w 12V
<br />9e
<br />LL,
<br />a
<br />MONUMENTS SHOWN HEREON:
<br />J
<br />BETWEEN THE CITY OF TRACY
<br />GPS POINT 9 AND GPS POINT 2056 AS SHOVIN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND
<br />DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />LEGEND
<br />CL-.
<br />LLJ 5 G1 �/ ��� 85
<br />a 00'
<br />N 4.49 299'PARCEL A
<br />09 /
<br />E)OSEE SHEET 5 PARCEL L'3 ,R T 5G EVAE
<br />SEE SHEET 6
<br />GRAPHIC SME
<br />BASIS OF BEARINGS:
<br />THE BASIS OF BEARINGS FOR
<br />THIS SURVEY IS DETERMINED BY FOUND
<br />MONUMENTS SHOWN HEREON:
<br />THE BEARING BE14G N8577'38"W (CALCULATED)
<br />BETWEEN THE CITY OF TRACY
<br />GPS POINT 9 AND GPS POINT 2056 AS SHOVIN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND
<br />DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />LEGEND
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />-
<br />CENTERLINE
<br />(T)
<br />TOTAL
<br />(R)
<br />RADIAL
<br />(LL)
<br />LOT LINE
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />SENT TO PROPERTY LINE
<br />FOUL STANDARD STREET MONUMENT,
<br />AS NOTED
<br />•
<br />FOUND "U"T. AS NOTED
<br />STANDARD STREET MONUMENT, LS 7960,
<br />TO BE SET PER TRACT NO. 3917
<br />STANDARD STREET MONUMENT, LS 7960.
<br />TO BE SET PER TRACT NO. 4006
<br />®, SNF
<br />SEARCHED FOR, NOT FOUND
<br />DN
<br />DOCUMENT NUMBER
<br />EVAE
<br />EMERGENCY VEHICLE ACCESS EASEMENT
<br />EX
<br />EXISTING
<br />PAE
<br />PRIVATE ACCESS EASEMENT
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />SSE
<br />SANITARY SEWER EASEMENT
<br />WLE
<br />WATER LINEEASEMENT
<br />REFERENCES:
<br />(f) INDICATES REFERENCE NUMBER
<br />(1) RECORD OF SURVEY (36 RS 118)
<br />(2) RECORD OF SURVEY (12 RS 163)
<br />(3) RECORD OF SURVEY (26 RS 168)
<br />(4) TRACT NO. 2322 (30 McP 66)
<br />(5) TRACT NO. 3917 (44 M P 50)
<br />(6) TRACT NO. 4006 (44 M&P 58)
<br />
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