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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 />