|
MR
<br />8 W
<br />W
<br />MAP REFERENCES
<br />R1
<br />R.S. 40-3, S.J.C.R.
<br />R2
<br />P.M. 20-141, S.J.C.R.
<br />R3
<br />P.M. 2-61, S.J.C.R.
<br />R4
<br />P.M. 7-106, S.J.C.R.
<br />R5
<br />P.M. 2-43, S.J.C.R.
<br />R6
<br />CHW BB -516, S.J.C.S.R.
<br />R7
<br />CHW AA -370, S.J.C.S.R.
<br />R8
<br />CHW BB -132, S.J.C.S.R.
<br />R9
<br />CHW BB -86, S.J.C.S.R.
<br />INTERSTATE ROUTE NO. 5
<br />T�I
<br />~
<br />3 z W
<br />tW�n
<br />~ W
<br />W
<br />A SONORA w STREET
<br />CHURCH STREET O 'D
<br />•
<br />12 N: 2167614.737'
<br />W
<br />E: 6329958.572'
<br />W » W >6 15 13
<br />14
<br />Q
<br />O
<br />HAZELTON AVE.
<br />PARCEL 1 R8
<br />SEE SHEET #3
<br />f�
<br />Ca9 >9
<br />zD z1 zz
<br />SCOTTS AVE.
<br />N10'57'14"W (R) �, N11'37'51"W (R)
<br />C4
<br />N10'57'07"W (R) L43 --�f L42N11'38'07"W (R)
<br />C3 C2
<br />C1 L35
<br />�O I z9 J _j zB
<br />L44
<br />60.60' ANDERSON L46 11•
<br />14 L45
<br />LINE TABLE
<br />Lt
<br />SCALE
<br />L2
<br />N78'12'41"E 45.11'(M) 44.37'(D)
<br />L3
<br />1"'2001
<br />L4
<br />S79'04'01"E 217.72'(M)(D)(K)
<br />ME
<br />S50'25'07"E 217.72'(M)(D)(K)
<br />0 200'
<br />400'
<br />L2 (4
<br />S17'44'06"E 60.95'(M)(K)
<br />L8
<br />H
<br />L9
<br />S17'44'06"E 612.99'(M)(K)
<br />11
<br />S21'36'46"E 406.93'(M)(D)(K)
<br />L11
<br />1111111
<br />L12
<br />I N
<br />L13
<br />S35'31'00"W 84.86'(M) 84.85'(D)(K)
<br />IN
<br />mull
<br />1=
<br />MEN
<br />ON SHEET 5
<br />L16
<br />S9'29'00"E 109.18'(M) 108.67'(K)
<br />Z
<br />S13'09'19"E 63.01'(M)(K)
<br />Z
<br />S41'29'05"W 5.20'(M)(K)
<br />L19
<br />S9'29'00"E 699.57'(M)(K)
<br />L20
<br />S9'29'00"E 546.99'(M) 547.54'(K)
<br />L21
<br />59'29'00"E 84.72'(M) 92.71'(F) 84.50'(K)
<br />L22
<br />!om vmm1iW
<br />O
<br />N78'22'32"E 1011.23'(M)(F) 1011.34'(G)
<br />L24
<br />L48
<br />L25
<br />N78'22'32"E 212.69'(M) 212.12'(F) 212.05'(G)
<br />L26
<br />N78'22'32"E 85.06'(M)(D)(F)(K)
<br />ImmIII I
<br />N78'22'32"E 5.85'(M) 6.42'(F) 5.88'(K)
<br />J
<br />70
<br />L29
<br />N80'31'00"E 25.00'(M)(D)(F)(G)(K)
<br />O
<br />N9'29'00"W 538.13'(M) 537.82'(F) 537.81'(G) 536.84'(K)
<br />L31
<br />N9'29'00"W 220.16'(M) 220.96'(K)
<br />L32
<br />O
<br />L33
<br />N11'39'59"W 606.73'(M)(F)
<br />L34
<br />N11'39'59"W 586.43'(M)(F)(G)
<br />L35
<br />N78'21'53"E 712.62'(M)(F) 712.73'(G)
<br />L36
<br />N78'21'53"E 395.31'(M)(F)(G)
<br />L37
<br />N78'21'53"E 96.70'(M) 96.26'(F) 96.12'(G)
<br />L38
<br />N78'21'53"E 25.35'(M) 25.79'(F)
<br />L39
<br />S13'26'34"E 502.06'(M) 494.08'(F)
<br />L40
<br />S13'26'34"E 84.71'(M) 92.69'(F)
<br />L41
<br />N78'21'53"E 1229.36'(M)(F)
<br />L42
<br />N11'26'05"W
<br />L43
<br />N11'25'42"W
<br />L44
<br />N11'39'5:W 30.30'(M)(F)(G)
<br />L45
<br />N78'22'32"E 29.92'(M) 30.00'(G)
<br />L46
<br />S11'44'21"E 30.30'(M)(G)
<br />L47
<br />N78'21'53"E 1269.18'(M)
<br />CHURCH STREET O 'D
<br />•
<br />12 N: 2167614.737'
<br />W
<br />E: 6329958.572'
<br />W » W >6 15 13
<br />14
<br />Q
<br />O
<br />HAZELTON AVE.
<br />PARCEL 1 R8
<br />SEE SHEET #3
<br />f�
<br />Ca9 >9
<br />zD z1 zz
<br />SCOTTS AVE.
<br />N10'57'14"W (R) �, N11'37'51"W (R)
<br />C4
<br />N10'57'07"W (R) L43 --�f L42N11'38'07"W (R)
<br />C3 C2
<br />C1 L35
<br />�O I z9 J _j zB
<br />L44
<br />60.60' ANDERSON L46 11•
<br />14 L45
<br />S1191J11vzs10N DF
<br />T11�' CITY DF
<br />STDCIIIDN
<br />.dl�P 3-A5
<br />PARCEL 2
<br />SEE SHEET #4
<br />R9
<br />z3
<br />0
<br />B.N. & S.F. R.R. CO. o
<br />L47
<br />o JI
<br />20' L41 1
<br />L36 L37
<br />19
<br />N
<br />J
<br />L38
<br />Rz
<br />L23
<br />L24 L29
<br />15 16 L28
<br />•� L25
<br />STREET L22 -
<br />- 60.60'
<br />J
<br />L18
<br />LINE TABLE
<br />Lt
<br />SCALE
<br />L2
<br />N78'12'41"E 45.11'(M) 44.37'(D)
<br />L3
<br />1"'2001
<br />L4
<br />S79'04'01"E 217.72'(M)(D)(K)
<br />L5
<br />S50'25'07"E 217.72'(M)(D)(K)
<br />0 200'
<br />400'
<br />L2 (4
<br />S17'44'06"E 60.95'(M)(K)
<br />L8
<br />H
<br />L9
<br />S17'44'06"E 612.99'(M)(K)
<br />11
<br />S21'36'46"E 406.93'(M)(D)(K)
<br />L11
<br />�s
<br />L12
<br />I N
<br />L13
<br />S35'31'00"W 84.86'(M) 84.85'(D)(K)
<br />J
<br />SEE DETAIL "A"
<br />S9'29'00"E 121.72'(M) 122.20'(K)
<br />L15
<br />ON SHEET 5
<br />L16
<br />S9'29'00"E 109.18'(M) 108.67'(K)
<br />Z
<br />S13'09'19"E 63.01'(M)(K)
<br />Z
<br />S41'29'05"W 5.20'(M)(K)
<br />L19
<br />S9'29'00"E 699.57'(M)(K)
<br />L20
<br />S9'29'00"E 546.99'(M) 547.54'(K)
<br />L21
<br />59'29'00"E 84.72'(M) 92.71'(F) 84.50'(K)
<br />L22
<br />S9'29'00"E 60.64'(M)(F) 60.65'(K)
<br />O
<br />N78'22'32"E 1011.23'(M)(F) 1011.34'(G)
<br />L24
<br />L48
<br />L25
<br />N78'22'32"E 212.69'(M) 212.12'(F) 212.05'(G)
<br />L26
<br />N78'22'32"E 85.06'(M)(D)(F)(K)
<br />L27
<br />N78'22'32"E 5.85'(M) 6.42'(F) 5.88'(K)
<br />J
<br />70
<br />L29
<br />N80'31'00"E 25.00'(M)(D)(F)(G)(K)
<br />O
<br />N9'29'00"W 538.13'(M) 537.82'(F) 537.81'(G) 536.84'(K)
<br />L31
<br />N9'29'00"W 220.16'(M) 220.96'(K)
<br />L32
<br />O
<br />L33
<br />S1191J11vzs10N DF
<br />T11�' CITY DF
<br />STDCIIIDN
<br />.dl�P 3-A5
<br />PARCEL 2
<br />SEE SHEET #4
<br />R9
<br />z3
<br />0
<br />B.N. & S.F. R.R. CO. o
<br />L47
<br />o JI
<br />20' L41 1
<br />L36 L37
<br />19
<br />N
<br />J
<br />L38
<br />Rz
<br />L23
<br />L24 L29
<br />15 16 L28
<br />•� L25
<br />STREET L22 -
<br />- 60.60'
<br />J
<br />L18
<br />NOTES:
<br />1. SEE LEGENDS ON SHEET 3
<br />2. SEE REFERENCES ON SHEET 4
<br />L40 3. SEE DETAIL "A" ON SHEET 5
<br />4. SEE DETAIL "B" ON SHEET 5
<br />SEE DETAIL "B"
<br />ON SHEET 5
<br />Z1 -Oil Ar
<br />BASIS OF BEARINGS:
<br />BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE
<br />CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE BETWEEN
<br />CITY OF STOCKTON MONUMENTS "7S-5" AND "14S-14 LS6670" BEARS
<br />N84'48'19"E AS CALCULATED FROM COORDINATES SHOWN ON CITY OF
<br />STOCKTON HORIZONTAL CONTROL SYSTEM PHASE XIV, FILED FOR RECORD
<br />IN BOOK 35 OF SURVEYS, AT PAGE 5, AND CITY OF STOCKTON
<br />HORIZONTAL CONTROL SYSTEM PHASES XII & XIII, FILED FOR RECORD IN
<br />BOOK 33 OF SURVEYS, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS.
<br />ALL DISTANCES SHOWN ARE GROUND DISTANCES AND MUST BE
<br />MULTIPLIED BY 0.99993498 TO OBTAIN GRID DISTANCES.
<br />LINE TABLE
<br />Lt
<br />S13'34'50"E 572.22'(M) 572.47'(D)
<br />L2
<br />N78'12'41"E 45.11'(M) 44.37'(D)
<br />L3
<br />N78'12'41"E 323.90'(M)(K)
<br />L4
<br />S79'04'01"E 217.72'(M)(D)(K)
<br />L5
<br />S50'25'07"E 217.72'(M)(D)(K)
<br />L6
<br />S17'44'06"E 320.84'(M) 320.98'(D)
<br />L7
<br />S17'44'06"E 60.95'(M)(K)
<br />L8
<br />S17'44'06"E 292.15'(M) 292.01'(D)
<br />L9
<br />S17'44'06"E 612.99'(M)(K)
<br />L10
<br />S21'36'46"E 406.93'(M)(D)(K)
<br />L11
<br />S9'29'00"E 481.53'(M)(D)(K)
<br />L12
<br />S9'29'00"E 179.47'(M) 179.98'(K)
<br />L13
<br />S35'31'00"W 84.86'(M) 84.85'(D)(K)
<br />L14
<br />S9'29'00"E 121.72'(M) 122.20'(K)
<br />L15
<br />N78'21'53"E 60.05'(M)
<br />L16
<br />S9'29'00"E 109.18'(M) 108.67'(K)
<br />L17
<br />S13'09'19"E 63.01'(M)(K)
<br />L18
<br />S41'29'05"W 5.20'(M)(K)
<br />L19
<br />S9'29'00"E 699.57'(M)(K)
<br />L20
<br />S9'29'00"E 546.99'(M) 547.54'(K)
<br />L21
<br />59'29'00"E 84.72'(M) 92.71'(F) 84.50'(K)
<br />L22
<br />S9'29'00"E 60.64'(M)(F) 60.65'(K)
<br />L23
<br />N78'22'32"E 1011.23'(M)(F) 1011.34'(G)
<br />L24
<br />N78'22'32"E 54.02'(M)(F)(G)
<br />L25
<br />N78'22'32"E 212.69'(M) 212.12'(F) 212.05'(G)
<br />L26
<br />N78'22'32"E 85.06'(M)(D)(F)(K)
<br />L27
<br />N78'22'32"E 5.85'(M) 6.42'(F) 5.88'(K)
<br />L28
<br />N9'29'00"W 49.69'(M) 50.00'(D)(F)(G)(K)
<br />L29
<br />N80'31'00"E 25.00'(M)(D)(F)(G)(K)
<br />L30
<br />N9'29'00"W 538.13'(M) 537.82'(F) 537.81'(G) 536.84'(K)
<br />L31
<br />N9'29'00"W 220.16'(M) 220.96'(K)
<br />L32
<br />N9'29'00"W 880.00'(M)(D)(K)
<br />L33
<br />N11'39'59"W 606.73'(M)(F)
<br />L34
<br />N11'39'59"W 586.43'(M)(F)(G)
<br />L35
<br />N78'21'53"E 712.62'(M)(F) 712.73'(G)
<br />L36
<br />N78'21'53"E 395.31'(M)(F)(G)
<br />L37
<br />N78'21'53"E 96.70'(M) 96.26'(F) 96.12'(G)
<br />L38
<br />N78'21'53"E 25.35'(M) 25.79'(F)
<br />L39
<br />S13'26'34"E 502.06'(M) 494.08'(F)
<br />L40
<br />S13'26'34"E 84.71'(M) 92.69'(F)
<br />L41
<br />N78'21'53"E 1229.36'(M)(F)
<br />L42
<br />N11'26'05"W
<br />L43
<br />N11'25'42"W
<br />L44
<br />N11'39'5:W 30.30'(M)(F)(G)
<br />L45
<br />N78'22'32"E 29.92'(M) 30.00'(G)
<br />L46
<br />S11'44'21"E 30.30'(M)(G)
<br />L47
<br />N78'21'53"E 1269.18'(M)
<br />L48
<br />N78'24'21"E 397.20'(M) 397.35'(D)
<br />NOTES:
<br />1. SEE LEGENDS ON SHEET 3
<br />2. SEE REFERENCES ON SHEET 4
<br />L40 3. SEE DETAIL "A" ON SHEET 5
<br />4. SEE DETAIL "B" ON SHEET 5
<br />SEE DETAIL "B"
<br />ON SHEET 5
<br />Z1 -Oil Ar
<br />BASIS OF BEARINGS:
<br />BEARINGS, DISTANCES, AND COORDINATES ARE BASED ON THE
<br />CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE BETWEEN
<br />CITY OF STOCKTON MONUMENTS "7S-5" AND "14S-14 LS6670" BEARS
<br />N84'48'19"E AS CALCULATED FROM COORDINATES SHOWN ON CITY OF
<br />STOCKTON HORIZONTAL CONTROL SYSTEM PHASE XIV, FILED FOR RECORD
<br />IN BOOK 35 OF SURVEYS, AT PAGE 5, AND CITY OF STOCKTON
<br />HORIZONTAL CONTROL SYSTEM PHASES XII & XIII, FILED FOR RECORD IN
<br />BOOK 33 OF SURVEYS, AT PAGE 20, SAN JOAQUIN COUNTY RECORDS.
<br />ALL DISTANCES SHOWN ARE GROUND DISTANCES AND MUST BE
<br />MULTIPLIED BY 0.99993498 TO OBTAIN GRID DISTANCES.
<br />PARCEL MAP COS 21-09
<br />BEING A SUBDIVISION OF BLOCKS 13, 14, 15, 16, 20, 21, 22 & 23, PORTION
<br />OF BLOCK 19, AS SHOWN UPON THAT CERTAIN MAP ENTITLED, "YOSEMITE
<br />SUBDIVISION" OF THE CITY OF STOCKTON, FILED FOR RECORD AUGUST 23,
<br />1906, IN BOOK 3 OF MAPS AND PLATS, AT PAGE 45, SAN JOAQUIN
<br />COUNTY RECORDS. ALSO WITHIN SECTION B OF THE C.M. WEBER GRANT,
<br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />FOR
<br />AXIS GROUP, INC.
<br />WONG ENGINEERS, INC.
<br />I I a PLANNING ENGINEERING SURVEYING
<br />TIJf 4578 FEATHER RIVER DRIVE SUITE A
<br />STOCKTON, CALIFORNIA
<br />JULY, 2021 SHEET 2 OF 5
<br />REFER TO PLANNING APPLICATION NO. P20-0950
<br />FOUND MONUMENTS
<br />1
<br />FD. 3.00' OFFSET C.C. (A)
<br />2
<br />FD. 1" I.PIN (A)
<br />3
<br />FD. AXLE (C)
<br />4
<br />FD. 3.00' OFFSET STAKE TACK WITH BRASS TAG STAMPED LS8080 (J)
<br />5
<br />FD. 3.00' X 3.00' STAKE TACK WITH BRASS TAG STAMPED LS8080 (J)
<br />6
<br />FD. 3.00' OFFSET STAKE TACK WITH BRASS TAG STAMPED LS8080 (J)
<br />7
<br />FD. 3.00' OFFSET STAKE TACK WITH BRASS TAG STAMPED LS8080 (J)
<br />8
<br />FD. 4.30' OFFSET C.C. [3'(A)(8), 4.28'(J)]
<br />9
<br />FD. 2.96' OFFSET C.C. [3'(A)(B)(J)]
<br />10
<br />FD. 3.98' OFFSET C.C. [3.94'(J)]
<br />11
<br />FD. 1" I.PIPE IN CONCRETE TAGGED "CALIFORNIA DIVISION HIGHWAY"
<br />N16'56'15"W 0.07' FROM P.C.
<br />12
<br />FD. C.C., NO REF., 0.37' NORTH & 12.10' EAST FROM P.C.
<br />13
<br />FD. 3/4" I.PIN IN MON. BOX (G)
<br />14
<br />FD. 3/4" I.PIN (F)(G), N11'44'21"W 0.09' FROM P.C.
<br />15
<br />FD. 3/4" I.PIN (F)(G), N78'22'32"E 0.16' FROM P.C.
<br />16
<br />FD. 3/4" I.PIN (F)(G), N20'09'42"E 0.26' FROM P.C.
<br />17
<br />FD. 1" I.PIPE IN CONCRETE TAGGED "CALIFORNIA DIVISION HIGHWAY"
<br />[FD. BOAT SPIKE SET BY S.C.D.T. (F)], S9'29'00"E 7.22'(M) [7.34'(F),
<br />6.88'(K)] FROM SOUTH LINE OF ANDERSON STREET
<br />18
<br />FD. 3/4" I.PIN (F), N59'49'00"E 0.35' FROM P.C.
<br />19
<br />FD. 3/4" I.PIN (F)(G), S11'51'08"W 0.48' FROM P.C.
<br />PARCEL MAP COS 21-09
<br />BEING A SUBDIVISION OF BLOCKS 13, 14, 15, 16, 20, 21, 22 & 23, PORTION
<br />OF BLOCK 19, AS SHOWN UPON THAT CERTAIN MAP ENTITLED, "YOSEMITE
<br />SUBDIVISION" OF THE CITY OF STOCKTON, FILED FOR RECORD AUGUST 23,
<br />1906, IN BOOK 3 OF MAPS AND PLATS, AT PAGE 45, SAN JOAQUIN
<br />COUNTY RECORDS. ALSO WITHIN SECTION B OF THE C.M. WEBER GRANT,
<br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />FOR
<br />AXIS GROUP, INC.
<br />WONG ENGINEERS, INC.
<br />I I a PLANNING ENGINEERING SURVEYING
<br />TIJf 4578 FEATHER RIVER DRIVE SUITE A
<br />STOCKTON, CALIFORNIA
<br />JULY, 2021 SHEET 2 OF 5
<br />REFER TO PLANNING APPLICATION NO. P20-0950
<br />CURVE TABLE PER REF. (F)
<br />CURVE TABLE (M)
<br />LENGTH RADIUS DELTA
<br />#
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />I CH -BEARING
<br />CH -LENGTH
<br />C1
<br />120.68'
<br />34497.50'
<br />0'12'02"
<br />S78'27'54"W
<br />120.68'
<br />C2
<br />120.68'
<br />34477.50'
<br />0'12'02"
<br />S78'27'54"W
<br />120.68'
<br />C3
<br />286.66'
<br />34477.50'
<br />0'28'35"
<br />S78'48'35"W
<br />286.66'
<br />C4
<br />406.16'
<br />34377.50'
<br />0'40'37"
<br />S78'42'28"W
<br />406.16'
<br />PARCEL MAP COS 21-09
<br />BEING A SUBDIVISION OF BLOCKS 13, 14, 15, 16, 20, 21, 22 & 23, PORTION
<br />OF BLOCK 19, AS SHOWN UPON THAT CERTAIN MAP ENTITLED, "YOSEMITE
<br />SUBDIVISION" OF THE CITY OF STOCKTON, FILED FOR RECORD AUGUST 23,
<br />1906, IN BOOK 3 OF MAPS AND PLATS, AT PAGE 45, SAN JOAQUIN
<br />COUNTY RECORDS. ALSO WITHIN SECTION B OF THE C.M. WEBER GRANT,
<br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />FOR
<br />AXIS GROUP, INC.
<br />WONG ENGINEERS, INC.
<br />I I a PLANNING ENGINEERING SURVEYING
<br />TIJf 4578 FEATHER RIVER DRIVE SUITE A
<br />STOCKTON, CALIFORNIA
<br />JULY, 2021 SHEET 2 OF 5
<br />REFER TO PLANNING APPLICATION NO. P20-0950
<br />CURVE TABLE PER REF. (F)
<br />#
<br />LENGTH RADIUS DELTA
<br />CH -BEARING CH -LENGTH
<br />C1
<br />120.67' 34497.50' 0'12'02"
<br />S78'27'15"W 120.67'
<br />C2
<br />120.68' 34477.50' 0'12'02"
<br />S78'27'15"W 120.68'
<br />C3
<br />34477.50'
<br />S78'47'56"W 286.66'
<br />C4
<br />34377.50'
<br />PARCEL MAP COS 21-09
<br />BEING A SUBDIVISION OF BLOCKS 13, 14, 15, 16, 20, 21, 22 & 23, PORTION
<br />OF BLOCK 19, AS SHOWN UPON THAT CERTAIN MAP ENTITLED, "YOSEMITE
<br />SUBDIVISION" OF THE CITY OF STOCKTON, FILED FOR RECORD AUGUST 23,
<br />1906, IN BOOK 3 OF MAPS AND PLATS, AT PAGE 45, SAN JOAQUIN
<br />COUNTY RECORDS. ALSO WITHIN SECTION B OF THE C.M. WEBER GRANT,
<br />CITY OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />FOR
<br />AXIS GROUP, INC.
<br />WONG ENGINEERS, INC.
<br />I I a PLANNING ENGINEERING SURVEYING
<br />TIJf 4578 FEATHER RIVER DRIVE SUITE A
<br />STOCKTON, CALIFORNIA
<br />JULY, 2021 SHEET 2 OF 5
<br />REFER TO PLANNING APPLICATION NO. P20-0950
<br />
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