|
CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />20.00'
<br />93'32'04"
<br />32.65'
<br />C2
<br />20.00'
<br />86'39'06"
<br />30.25'
<br />C3
<br />20.00'
<br />89'46'41"
<br />31.34'
<br />C4
<br />782.50'
<br />6'0253"
<br />82.60'
<br />C5
<br />10.00'
<br />82'39'23"
<br />14.43'
<br />C6
<br />782.50'
<br />3'09'06"
<br />43.04'
<br />EDGEWATER
<br />AVENUE (PRIVATE)
<br />29 L29
<br />r(5)
<br />295
<br />296
<br />29.00'-
<br />L2
<br />L1
<br />rC)
<br />L6
<br />1-4-
<br />C17
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C7
<br />782.50'
<br />2'10'19"
<br />29.66'
<br />C8
<br />782.50'
<br />3'52'34"
<br />52.94'
<br />C9
<br />20.00'
<br />91'53'23"
<br />32.08'
<br />C10
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C11
<br />40.00'
<br />148'39'46"
<br />103.79'
<br />C12
<br />10.00'
<br />j 82'39'23"
<br />j 14.43'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C13
<br />342.50'
<br />24'58'55"
<br />149.34'
<br />C14
<br />407.50'
<br />1216'01"
<br />87.24'
<br />C15
<br />20.00'
<br />79'42'55"
<br />27.83'
<br />C16
<br />20.00'
<br />90'24'39"
<br />31.56'
<br />C17
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C18
<br />746.50'
<br />12'4332"
<br />165.80'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C19
<br />300.00'
<br />2253'21"
<br />119.85'
<br />C20
<br />300.00'
<br />22'53'22"
<br />119.85'
<br />C21
<br />746.50'
<br />12'23'03"
<br />161.35'
<br />(M -M)
<br />(M -M)
<br />(M -PL)
<br />FOUND 2" BRASS DISK IN
<br />ON CURB RETURN GPS -2056(1)
<br />(M -PL) SEE DETAIL A •
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C22
<br />378.50'
<br />8'34'08"
<br />56.61'
<br />C23
<br />500.00'
<br />45'46'43"
<br />399.50'
<br />C24
<br />378.50'
<br />24'41'47"
<br />163.15'
<br />C25
<br />746.50'
<br />3'31'15"
<br />45.87'
<br />C26
<br />746.50'
<br />02159"4.63'
<br />X19 J
<br />- PARCEL F PARCEL AA(5) (6) PARCEL C WHITE ROCK
<br />(EX. PUE, EVAE, (EX. PUE, EAVE, ,
<br />PAE, SSE, WLE) PAE, SSE, WLE) DRIVE (PRIVATE) py
<br />I � � 235; ,��
<br />;(5) L28 222
<br />w ,
<br />--- 19 ° (5) ��° ° CZo °(6) (6) ° a --TRACT X006 (6)
<br />4 27R=5R-500.Oo' 5,181A (6)
<br />• 00 00' -- P` 2 3 3 vi v 2 2l
<br />TRACT 391 7 ()
<br />U
<br />36.00' 98 97
<br />5
<br />96
<br />32'os"
<br />L=240.29' M -PL
<br />L=159•
<br />241
<br />20 j
<br />N80'09'59"E R ,I"''-� 237 220
<br />L2
<br />N16'38'19"E
<br />L9 L10
<br />L3
<br />95
<br />9424
<br />L4
<br />3 242
<br />3.01'
<br />`20 L21 . 36.00 '
<br />t 11
<br />L12
<br />L6
<br />N89'37'1 7"W
<br />93
<br />L7
<br />N00'22'43"E
<br />X19 J
<br />8
<br />N76'53'45"W
<br />L13
<br />L14
<br />L15
<br />L16 L17
<br />X18.
<br />�, X22 C25
<br />P n fRl1,
<br />"111
<br />N
<br />1 a N89'23'
<br />N76'42'35"W(R)
<br />N48'43'
<br />C16
<br />N40'51'23"W(R) [-C15 N3700'51"E(R)
<br />42'04"
<br />L
<br />(8) EXISTING EVAE
<br />EXISTING 65' WLE PER 5)
<br />EVAE PER 5
<br />P W N
<br />�r w (8)
<br />"►�
<br />-00
<br />-1� TRACT 4157
<br />o� PARCEL E
<br />J Q:
<br />N88'29'20"E( R) cr
<br />f LAKESHORE
<br />CA
<br />C9 J AVENUE (PRIVATE)
<br />23.00' (8)°S L31 -
<br />M L30 _ FALLEN LEAF
<br />°
<br />(7) 2300' J I J(8) I LANE(PRIVATE)
<br />TRACT .
<br />56 L24 493
<br />PARCEL 3 C10 N ,N
<br />SUBDIVISION AREA = 14.87 ACt8J
<br />�
<br />( )° , 499
<br />ABANDONMENT NOTE:
<br />PURSUANT TO GOVERNMENT CODE SECTIONS 66499.20.2 AND 66434(G) OF
<br />THE CALIFORNIA SUBDIVISION MAP ACT, THE INTERESTS LISTED BELOW, AS
<br />THE THE PARCEL BEING SUBDIVIDED HEREON, WILL BE ABANDONED WITH
<br />THE FILING OF THIS MAP AND THEREFORE NOT SHOWN HEREON:
<br />1. THE EMERGENCY VEHICLE ACCESS EASEMENT (EVAE) AT THE SOUTHERLY
<br />END OF EDGEWATER DRIVE AS SHOWN ON TRACT NO. 3917 RECORDED
<br />OCTOBER 31, 2022, IN BOOK 44 OF MAPS AND PLATS, AT PAGE 50,
<br />SAN JOAQUIN COUNTY RECORDS.
<br />JOB NO. 2043-020
<br />187.00'
<br />N89'37'17"W
<br />TRACT 39 9 7 (5)
<br />PARCEL N
<br />(M -PL)
<br />(M -M)
<br />(M -M)
<br />(M -PL)
<br />(M -M)
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N73'21'41"W
<br />2.99'
<br />L2
<br />N16'38'19"E
<br />46.00'
<br />L3
<br />N73'21'41 "W
<br />5.56'
<br />L4
<br />N89'37'17"W
<br />3.01'
<br />L5
<br />N00'23'07"E
<br />46.00'
<br />L6
<br />N89'37'1 7"W
<br />3.01'
<br />L7
<br />N00'22'43"E
<br />66.57'
<br />L8
<br />N76'53'45"W
<br />65.00'
<br />L9
<br />N80'02'51 "W
<br />47.21'
<br />L10
<br />N81'59'14"W
<br />60.54'
<br />L11
<br />N71'53'20"W
<br />62.99'
<br />L12
<br />N77'36'32"W
<br />61.34'
<br />L13
<br />N76'44'04"W
<br />61.55'
<br />L14
<br />N82'53'00"W
<br />60.42'
<br />L15
<br />N89'35'32"W
<br />80.00'
<br />L16
<br />N85'14'19"E
<br />55.22'
<br />L17
<br />N78'30'32"E
<br />56.20'
<br />(R)
<br />(R)
<br />TRACT N0. 4158
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />TRACY VILLAGE NEIGHBORHOOD 2B
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L18
<br />N7518'53"E
<br />56.96'
<br />L19
<br />N73'45'33"E
<br />57.40'
<br />L20
<br />N77'40'46"E
<br />56.38'
<br />L21
<br />N89'37'17"W
<br />72.06'
<br />L22
<br />N77'59'40"E
<br />65.00'
<br />L23
<br />NOO'22'43"E
<br />46.00'
<br />L24
<br />N89'37'17"W
<br />0.38'
<br />L25
<br />NOO'22'43"E
<br />62.07'
<br />L26
<br />N11'53'18"W
<br />65.00'
<br />L27
<br />N51'42'19"W
<br />46.69'
<br />L28
<br />N8937'17"W
<br />100.00'
<br />L29
<br />N89'37'1 7"W
<br />100.00'
<br />L30
<br />N89'37'17"W
<br />56.38'
<br />L31
<br />NOO'22'43"E
<br />20.00'
<br />L32
<br />N00'22'43"E
<br />62.07'
<br />L33
<br />N00'22'43"E
<br />43.00'
<br />CONSISTING OF 9 SHEETS
<br />BEING A SUBDIVISION OF PARCEL B, AS SAID PARCEL
<br />IS SHOWN ON TRACT NO. 4156 (44 M & P 65)
<br />BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />C
<br />bg
<br />SAN RAMON • (925) 866-0322
<br />ROSEVILLE ■ (916)788-4456
<br />VWVW.CBANDG.COM
<br />CIVIL ENGINEERS • SURVEYORS PLANNERS
<br />SCALE: I" = 100' OCTOBER 2023
<br />100' 0' 50' 100' 200' 400'
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />(R) THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND
<br />MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED)
<br />(R) BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON
<br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES
<br />SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID
<br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388.
<br />(R) LEGEND
<br />(M-M)(R)
<br />(M-M)(R)
<br />(M -PL)
<br />(M -M)
<br />(M -PL)
<br />(M -PL)
<br />z `.500
<br />00
<br />qo'
<br />N53'31'13"W(R) "
<br />o`er �� ��� >>� GPS -2056(l), FOUND 2
<br />BRASS DISK ON CURB RETURN
<br />C5502 FOUND 2.5" BRASS DISK IN
<br />N29 08'10"E(R) p 11"5 • MONUMENT WELL GPS -2063(1)
<br />i°` 03 SEE DETAIL A'
<br />,�•� p N3717'11 "E
<br />N60'28'24"E(R) G 1936.73(M -PL
<br />C12504
<br />(8) ° PARCEL A 8 a
<br />N36'5213 W(R)
<br />(EX. PUE, EAVE,
<br />PAE, SSE, WLE) O�P������F,P0111 C4 Q
<br />^ U
<br />(8), �jG c�\c? . �G� R=717.50 i J
<br />Q
<br />C22 537 '9�� �P��� o�`GP =14'2214" I C0,41 ^�
<br />L=179.66' i 1-j o
<br />EXISTING 65' WLE
<br />EVAE PER 5
<br />MIDDLEFIELD DRIVE
<br />(PRIVATE)
<br />BOUNDARY SHEET
<br />GPS -9 lj, FOUND 2,'��5 `�05 C9 rn
<br />BRASS DISK ON HEADWALL '
<br />CN
<br />DETAIL A L23 o
<br />SUBDIVISION AREA SUMMARY: • ��`�,, NOT TO SCALE L24 � Z
<br />LOTS 5.48 ACt
<br />PARCELS 6.55 ACt
<br />PRIVATE STREETS 2.84 ACt
<br />TOTAL 14.87 ACf
<br />NOTES:
<br />V'60 , J
<br />0 "C10 \ I
<br />N4o46;i4-'W 1313 11 1,7"
<br />j w
<br />i4174.86�(Cgtc 15'(MEgs �� Pt
<br />�t A 7F�R,
<br />GPS -2063(l)
<br />FOUND 2.5 BRASS DISK IN MONUMENT
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED. WELL, LS 4876 (38 M&P 82)
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />CENTERLINE
<br />(T) TOTAL
<br />(R) RADIAL
<br />(LL) LOT LINE
<br />(M -M) MONUMENT TO MONUMENT
<br />(M -PL) MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT,
<br />AS NOTED
<br />• FOUND MONUMENT, AS NOTED
<br />O SET STANDARD STREET MONUMENT, LS 7960
<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 (6) AND (8)
<br />0, SNF SEARCHED FOR, NOT FOUND
<br />DN DOCUMENT NUMBER
<br />EVAE EMERGENCY VEHICLE ACCESS EASEMENT
<br />EX EXISTING
<br />PAE PRIVATE ACCESS EASEMENT
<br />PUE PUBLIC UTILITY EASEMENT
<br />SSE SANITARY SEWER EASEMENT
<br />WLE WATER LINE EASEMENT
<br />REFERENCES:
<br />(#) 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 N0. 2322 (30 M&P 66)
<br />(5) TRACT NO. 3917 (44 M&P 50)
<br />(6) TRACT NO. 4006 (44 M&P 58)
<br />(7) TRACT NO. 4156 (44 M&P 65)
<br />(8) TRACT NO. 4157 (jqM&P7tj SHEET 3 OF 9
<br />4y - 99 L,>
<br />4
<br />C�
<br />d
<br />EXISTING 65' WLE
<br />EVAE PER 5
<br />MIDDLEFIELD DRIVE
<br />(PRIVATE)
<br />BOUNDARY SHEET
<br />GPS -9 lj, FOUND 2,'��5 `�05 C9 rn
<br />BRASS DISK ON HEADWALL '
<br />CN
<br />DETAIL A L23 o
<br />SUBDIVISION AREA SUMMARY: • ��`�,, NOT TO SCALE L24 � Z
<br />LOTS 5.48 ACt
<br />PARCELS 6.55 ACt
<br />PRIVATE STREETS 2.84 ACt
<br />TOTAL 14.87 ACf
<br />NOTES:
<br />V'60 , J
<br />0 "C10 \ I
<br />N4o46;i4-'W 1313 11 1,7"
<br />j w
<br />i4174.86�(Cgtc 15'(MEgs �� Pt
<br />�t A 7F�R,
<br />GPS -2063(l)
<br />FOUND 2.5 BRASS DISK IN MONUMENT
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED. WELL, LS 4876 (38 M&P 82)
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />SUBDIVISION BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />CENTERLINE
<br />(T) TOTAL
<br />(R) RADIAL
<br />(LL) LOT LINE
<br />(M -M) MONUMENT TO MONUMENT
<br />(M -PL) MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT,
<br />AS NOTED
<br />• FOUND MONUMENT, AS NOTED
<br />O SET STANDARD STREET MONUMENT, LS 7960
<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 (6) AND (8)
<br />0, SNF SEARCHED FOR, NOT FOUND
<br />DN DOCUMENT NUMBER
<br />EVAE EMERGENCY VEHICLE ACCESS EASEMENT
<br />EX EXISTING
<br />PAE PRIVATE ACCESS EASEMENT
<br />PUE PUBLIC UTILITY EASEMENT
<br />SSE SANITARY SEWER EASEMENT
<br />WLE WATER LINE EASEMENT
<br />REFERENCES:
<br />(#) 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 N0. 2322 (30 M&P 66)
<br />(5) TRACT NO. 3917 (44 M&P 50)
<br />(6) TRACT NO. 4006 (44 M&P 58)
<br />(7) TRACT NO. 4156 (44 M&P 65)
<br />(8) TRACT NO. 4157 (jqM&P7tj SHEET 3 OF 9
<br />4y - 99 L,>
<br />
|