SEC. 31
<br />FD. 1-1/2" IRON PIN
<br />TAN. RJE.
<br />v R.S. 11-73 oMo N
<br />AT SEC. COR.(4)_
<br />SEC. 32
<br />SEC. 67
<br />3/4" IRON ROD, NO
<br />I
<br />0
<br />RECORD; WEST, 0.15' OF
<br />SEC, 5
<br />L3
<br />LINE OF C.C.T.Co.
<br />T.M. RYE.
<br />�-
<br />f
<br />50.00'
<br />M.D.B.&M.
<br />(M)
<br />2)/
<br />/ 486.57(M)
<br />.35'
<br />I \
<br />o0T
<br />50T
<br />536.57'(M)
<br />L
<br />Ln
<br />of
<br />M
<br />N
<br />f
<br />0
<br />rn
<br />N
<br />w
<br />LnN
<br />0
<br />0
<br />Ln
<br />�I
<br />I
<br />to
<br />In
<br />M
<br />to
<br />0
<br />II
<br />N89°18'15"E 1321.32'(M)(5)
<br />661.06'(M) 661.30'(3)(5) FD. 3/4" IRON ROD(3)
<br />S.F.N. 660.26'(M) 660.02'(5)
<br />L1 ----
<br />FD. 3/4" IRON ROD(3) �6' ACCESS EASEMENT
<br />L3 PARCEL FOUR
<br />D.N. 2020-182045
<br />S.F.N.
<br />N89021'48"E 1322.05'(M) 1321.90'(5)
<br />1247.05'
<br />NORTH LINE OF COUNTY SURVEY #3175
<br />M D.N. 2013-042771
<br />w
<br />9.51 AC
<br />17.1'
<br />FD 1-1/2" PIPE(8); ACCEPTED
<br />-FOR EAST -WEST LINE; 0.7' EAST
<br />OF EAST LINE OF C.C.T. Co.
<br />S89021'16"E
<br />485.72'(M)
<br />485.20'(2)
<br />FD 3/4"
<br />IRON ROD(2)
<br />FD. G.P.S. CONTROL MONUMENT
<br />#I2429, 2-1/2" BRASS DISK
<br />STAMPED "CITY OF LODI GPS
<br />SURVEY MONUMENT LS 6953
<br />I2429" IN MONUMENT BOX(1)
<br />f �
<br />00
<br />B.O.B.
<br />v R.S. 11-73 oMo N
<br />Length
<br />0
<br />L1
<br />in
<br />I
<br />0
<br />I
<br />N W
<br />L3
<br />in o
<br />N O
<br />FD. G.P.S. CONTROL MONUMENT
<br />#I2429, 2-1/2" BRASS DISK
<br />STAMPED "CITY OF LODI GPS
<br />SURVEY MONUMENT LS 6953
<br />I2429" IN MONUMENT BOX(1)
<br />3/4" IRON ROD(2)
<br />NOTES:
<br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br />AND BOOK OR VOLUME PRECEDES PAGE.
<br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />S.F.N.
<br />FD 1-1/2" PIPE(8); ACCEPTED FOR
<br />LINE STAKED(8) - EAST -WEST LINE;EAST OF-
<br />WEST LINE OF KENNINISON LANE
<br />N89018'51"W 1247.66'(M) 17.1
<br />f �
<br />00
<br />B.O.B.
<br />v R.S. 11-73 oMo N
<br />Length
<br />�N
<br />L1
<br />3f
<br />I
<br />'-" c OR
<br />I
<br />N W
<br />L3
<br />in o
<br />N O
<br />N89° 18'15"E
<br />Z
<br />50.00'
<br />N .F.N.(2)
<br />(M)
<br />2)/
<br />/ 486.57(M)
<br />.35'
<br />I \
<br />N89033'12"W J
<br />FD
<br />536.57'(M)
<br />(6)
<br />536.35'(2)
<br />3/4" IRON ROD(2)
<br />NOTES:
<br />1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br />AND BOOK OR VOLUME PRECEDES PAGE.
<br />2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br />S.F.N.
<br />FD 1-1/2" PIPE(8); ACCEPTED FOR
<br />LINE STAKED(8) - EAST -WEST LINE;EAST OF-
<br />WEST LINE OF KENNINISON LANE
<br />N89018'51"W 1247.66'(M) 17.1
<br />R.S. 2-53
<br />D.N. 2020-182045
<br />2
<br />If
<br />to �
<br />W
<br />M 06
<br />O Z N
<br />LU kj� Z
<br />y w
<br />En
<br />0 0 CO Ln
<br />0, f_n Q
<br />0
<br />o Z N
<br />Z
<br />o W0
<br />(nY o
<br />NORTH LINE OF
<br />U.P.R.R. (ABANDONED)
<br />�FD. 3/4" IRON ROD(2) FD. 3/4" IRON FD. 1" IRON
<br />S89034'47"E L=219.6'(M)(6} R=22880' PIPE(6), BENT PIPE(5)(6)(7) -
<br />191.04'(M) -`- DELTA=003300"(M)(6) N89052 13"E 351.40'(M)(6) -
<br />o CENTER LINE OF U.P.R.R. (ABANDONED) Mf O D.N. 2022-087552
<br />LU
<br />Ln fV
<br />o�
<br />N ko
<br />O ko
<br />00
<br />0
<br />.1
<br />f
<br />00
<br />v
<br />m
<br />0
<br />FD. 5/8" IRON ROD(7)
<br />F,
<br />N
<br />ko
<br />N
<br />N
<br />w
<br />Lnzh
<br />N
<br />0
<br />rn
<br />PARCEL "d'
<br />R.S. 29-16
<br />40---100
<br />BAUMBACH 8c PIAZZA, INC. 323 W. Elm St.
<br />CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240
<br />www.bpengineers.net 209.368.6618
<br />RECORD OF SURVEY eq
<br />in the southwest quarter of the northwest
<br />quarter of Section 5, T.3 N.,R.7 E.,
<br />M.D.B.& M.,
<br />San Joaquin County, California
<br />June, 2022 Scale: 1"=100'
<br />BASIS OF BEARINGS: Sheet 1 of 1
<br />BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE NAD83 CALIFORNIA
<br />COORDINATE SYSTEM, ZONE III (CCS83). A LINE BETWEEN CITY OF LODI MONUMENTS NO.
<br />M2609 AND NO. I2429 BEARS NORTH 270 01'21" WEST AS CALCULATED ON "CITY OF LODI
<br />G.P.S. CONTROL NETWORK", FILED FOR RECORD IN BOOK 37 OF SURVEYS, AT PAGE 50, SAN
<br />JOAQUIN COUNTY RECORDS. ALL DISTANCES ARE GROUND LEVEL DISTANCES AND MUST
<br />BE MULTIPLIED BY 0.999953775 TO OBTAIN GRID DISTANCES.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT AT THE REQUEST OF JOHN GLICK IN MAY, 2022.
<br />TFF
<br />DATED THIS 7 DAY OF 5E9fCM Fic: a , 20 22.
<br />Gf�^-
<br />/-JOSHUA COOK ELSON, P.L.S. 7889
<br />C:UUN I Y 5URVEYUR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN (ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT THIS 13 DAY OF SEr°tEM B5R . 2o22E..
<br />�;3AMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR
<br />LICENSE
<br />* No. 8657
<br />RECORDER'S STATEMENT: A
<br />FILED THIS DAY OF� 20PAT ��.� IN
<br />BOOK�OF SURVEYS, A PAGE 100 , AT THE REQUEST
<br />OF JOSHUA COOK ELSON.
<br />FEE: $ . O®
<br />STEVE 3. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />Dor: q: 2022-109464
<br />09!19120'221.0.12.58 p�
<br />Page. n 1
<br />Be
<br />seuF . r tolar ides
<br />.7oa111in County Recorders
<br />Paid gy F :HOWN 1oN�BFOCUM�NT
<br />-------------------+----------------------------+--------------------------------- - o \-FD. 3/4" IRON CENTER OF SEC. 5;
<br />r + 0.87 AC [ �n�
<br />��1 l I ROD(7) � FD. RR SPIKE IN
<br />SOUTH LINE OF U.P.R.R. (ABANDONED) 20 1/4 SEC. LINE. MONUMENT
<br />NORTH LINE OF STATE HIGHWAY ROUTE NO. 12 - �_ _ - - L✓) - - -✓�- - ,® BOX(9)
<br />- - - - S890 07' 59.32"W 2681.70'(M) 2681.69'(9) --- I
<br />S27004'46"E STATE HIGHWAY ROUTE NO. 12
<br />�-// Z 2982.90'(M) (2982.76' GRID)
<br />FD. 3/4" IRON ROD AT FD. G.P.S. CONTROL MONUMENT #M2609,
<br />1/4 SECTION CORNER(9) 2-1/2" BRASS DISK STAMPED "CITY OF LODI
<br />GPS SURVEY MONUMENT LS 6953 #M2609"
<br />• IN MONUMENT BOX(1)
<br />S:\Projects\2022\22013\3_Drawings\22013-01_RS.dwg 08/31/22 5:11pm-30SH-XREFS: 20012_hc2.dwg 20012_aerial.dwg 18x26_fm-rs-pm.dwg 22013-01_aerial.dwg 22013_aerlal_fullAwg 22013-02_aerial.dwg D.D. SHEET 16
<br />BY:
<br />EPUTY RECOIMR
<br />RDwMe.•Ae?__
<br />LEGEND:
<br />Line Table
<br />B.O.B.
<br />Line #
<br />Length
<br />Bearing
<br />L1
<br />59.86' (M) 60.00'(3)
<br />N89° 18'15"E
<br />L2
<br />60.00' (M) (3)
<br />NOW 27'26W
<br />L3
<br />59.90 (M) 60.00'(3)
<br />N89° 18'15"E
<br />L4
<br />60.00' (M) (3)
<br />N00° 25' 16"E
<br />R.S. 2-53
<br />D.N. 2020-182045
<br />2
<br />If
<br />to �
<br />W
<br />M 06
<br />O Z N
<br />LU kj� Z
<br />y w
<br />En
<br />0 0 CO Ln
<br />0, f_n Q
<br />0
<br />o Z N
<br />Z
<br />o W0
<br />(nY o
<br />NORTH LINE OF
<br />U.P.R.R. (ABANDONED)
<br />�FD. 3/4" IRON ROD(2) FD. 3/4" IRON FD. 1" IRON
<br />S89034'47"E L=219.6'(M)(6} R=22880' PIPE(6), BENT PIPE(5)(6)(7) -
<br />191.04'(M) -`- DELTA=003300"(M)(6) N89052 13"E 351.40'(M)(6) -
<br />o CENTER LINE OF U.P.R.R. (ABANDONED) Mf O D.N. 2022-087552
<br />LU
<br />Ln fV
<br />o�
<br />N ko
<br />O ko
<br />00
<br />0
<br />.1
<br />f
<br />00
<br />v
<br />m
<br />0
<br />FD. 5/8" IRON ROD(7)
<br />F,
<br />N
<br />ko
<br />N
<br />N
<br />w
<br />Lnzh
<br />N
<br />0
<br />rn
<br />PARCEL "d'
<br />R.S. 29-16
<br />40---100
<br />BAUMBACH 8c PIAZZA, INC. 323 W. Elm St.
<br />CIVIL ENGINEERS • SURVEYORS Lodi, CA 95240
<br />www.bpengineers.net 209.368.6618
<br />RECORD OF SURVEY eq
<br />in the southwest quarter of the northwest
<br />quarter of Section 5, T.3 N.,R.7 E.,
<br />M.D.B.& M.,
<br />San Joaquin County, California
<br />June, 2022 Scale: 1"=100'
<br />BASIS OF BEARINGS: Sheet 1 of 1
<br />BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE NAD83 CALIFORNIA
<br />COORDINATE SYSTEM, ZONE III (CCS83). A LINE BETWEEN CITY OF LODI MONUMENTS NO.
<br />M2609 AND NO. I2429 BEARS NORTH 270 01'21" WEST AS CALCULATED ON "CITY OF LODI
<br />G.P.S. CONTROL NETWORK", FILED FOR RECORD IN BOOK 37 OF SURVEYS, AT PAGE 50, SAN
<br />JOAQUIN COUNTY RECORDS. ALL DISTANCES ARE GROUND LEVEL DISTANCES AND MUST
<br />BE MULTIPLIED BY 0.999953775 TO OBTAIN GRID DISTANCES.
<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT AT THE REQUEST OF JOHN GLICK IN MAY, 2022.
<br />TFF
<br />DATED THIS 7 DAY OF 5E9fCM Fic: a , 20 22.
<br />Gf�^-
<br />/-JOSHUA COOK ELSON, P.L.S. 7889
<br />C:UUN I Y 5URVEYUR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN (ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT THIS 13 DAY OF SEr°tEM B5R . 2o22E..
<br />�;3AMES E. HART, L.S. 8657
<br />COUNTY SURVEYOR
<br />LICENSE
<br />* No. 8657
<br />RECORDER'S STATEMENT: A
<br />FILED THIS DAY OF� 20PAT ��.� IN
<br />BOOK�OF SURVEYS, A PAGE 100 , AT THE REQUEST
<br />OF JOSHUA COOK ELSON.
<br />FEE: $ . O®
<br />STEVE 3. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />Dor: q: 2022-109464
<br />09!19120'221.0.12.58 p�
<br />Page. n 1
<br />Be
<br />seuF . r tolar ides
<br />.7oa111in County Recorders
<br />Paid gy F :HOWN 1oN�BFOCUM�NT
<br />-------------------+----------------------------+--------------------------------- - o \-FD. 3/4" IRON CENTER OF SEC. 5;
<br />r + 0.87 AC [ �n�
<br />��1 l I ROD(7) � FD. RR SPIKE IN
<br />SOUTH LINE OF U.P.R.R. (ABANDONED) 20 1/4 SEC. LINE. MONUMENT
<br />NORTH LINE OF STATE HIGHWAY ROUTE NO. 12 - �_ _ - - L✓) - - -✓�- - ,® BOX(9)
<br />- - - - S890 07' 59.32"W 2681.70'(M) 2681.69'(9) --- I
<br />S27004'46"E STATE HIGHWAY ROUTE NO. 12
<br />�-// Z 2982.90'(M) (2982.76' GRID)
<br />FD. 3/4" IRON ROD AT FD. G.P.S. CONTROL MONUMENT #M2609,
<br />1/4 SECTION CORNER(9) 2-1/2" BRASS DISK STAMPED "CITY OF LODI
<br />GPS SURVEY MONUMENT LS 6953 #M2609"
<br />• IN MONUMENT BOX(1)
<br />S:\Projects\2022\22013\3_Drawings\22013-01_RS.dwg 08/31/22 5:11pm-30SH-XREFS: 20012_hc2.dwg 20012_aerial.dwg 18x26_fm-rs-pm.dwg 22013-01_aerial.dwg 22013_aerlal_fullAwg 22013-02_aerial.dwg D.D. SHEET 16
<br />BY:
<br />EPUTY RECOIMR
<br />RDwMe.•Ae?__
<br />LEGEND:
<br />REFERENCES
<br />B.O.B.
<br />BASIS OF BEARINGS
<br />(1)
<br />R.S. 37-50
<br />C.C.T.Co.
<br />CENTRAL CALIFORNIA TRACTION
<br />(2)
<br />P.M. 11- 73
<br />COMPANY
<br />(3)
<br />R.S. 30-33
<br />D.N.
<br />DOCUMENT NUMBER
<br />(4)
<br />R.S. 39-145
<br />S.F.N.
<br />SEARCHED, FOUND NOTHING
<br />(5)
<br />R.S. 21-113
<br />FD
<br />FOUND
<br />(6)
<br />R.S. 13-22
<br />SEC.
<br />SECTION
<br />(7)
<br />R.S. 29-16
<br />I.N.
<br />INSTRUMENT NUMBER
<br />(8)
<br />R.S. 2-53
<br />(M)
<br />MEASURED
<br />(C.H.W. 124 -LL)
<br />P.M.
<br />PARCEL MAP
<br />(9)
<br />R.S. 40-28
<br />R.S.
<br />RECORD OF SURVEY
<br />0
<br />SET 3/4" X 30" IRON ROD CAPPED
<br />AND STAMPED "BAUMBACH &
<br />PIAZZA ELSON PLS 7889",
<br />UNLESS OTHERWISE NOTED.
<br />a
<br />FD. MONUMENT AS NOTED.
<br />FD. MONUMENT IN MONUMENT BOX
<br />AS NOTED.
<br />LID _01- I D D
<br />52 -A
<br />
|