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15177A BASIS OF BEARINGS: z0 BEARING, DISTANCES, AND COORDINATES ARE BASED ON THE pAD � STORK► E RA�LR CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35). A LINE PRIVATAGE EASEMENT N-�A BETWEEN CITY OF STOCKTON MONUMENTS NO. 10S-2 AND NO. pR AIN P AR ATE REET AND EN1 N $G S A ER 10S-3 WHICH BEARS S40'58'24"E AS CALCULATED FROM o SE T ST Y EASEM I COORDINATES SHOWN ON CITY OF STOCKTON TRAVERSE CONTROL pOCUMEN HIGHWA EOICA1ED pN NOR 83.64'(M) 83.38'(A) 5.89'CA) FD. 3/4" SQUARE MONUMENT SURVEY, FILLED FOR RECORD IN BOOK 35 OF SURVEYS, 10 BE p AP vR�-�NG� 83.42 (8) (VA) 78 ' M)CA� / AT PAGE 5, SAN JOAQUIN COUNTY RECORDS. ALL DISTANCES ARE REET ANp Es BY THIS M 8 1„W 785.11 300,02 STEEL ROD (A)(B) GROUND DISTANCES AND MUST BE MULTIPLIED BY 0.99993944 TO ST WAY EASEM HIGH pONEp - - FD. I. ROD 679'03 4 OBTAIN GRID DISTANCES. ABAN111111111111111111100011119 TO BE MAP. N \0 (A)(B) 187.20 (M) SFN Y THIS Q MONUMENTS SET: 8 G - 187.36��A) IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED - 0- ON � � SFN 1 - K / - RS L.S. 7600 AT POINTS SHOWN THUS UNLESS ANDS 15.13 CA) ��\ OTHERWISE NOTED. 1 L `( ET ANp NT • STREET M) 2 0 1 - \GHW A / STRE EASEME 214.25 �4.31 (B) \ - 21 1 REE1 ANp o BE I H�GHWA ASN R= 563.69' LEGEND: 1 S ASEMENI 1 W V 1 10 REM FD. I. ROD L= 352.71' M ALL RECORDS USED ARE SAN JOAQUIN COUNTY RECORDS, UNLESS 1 E DONEp 1N BY \ , - - - - (A)(B) / 3 ( ) OTHERWISE NOTED. p,BNN TO REMA F © 52.53 (A)(B) 1 pUE AP• N - - � 35'51'03" R.S. DENOTES RECORD OF SURVEY, BOOK - PAGE 1 1N\S M- �- - �� OO CH= N40'54'12"E PARCEL 2 P.M. DENOTES BOOK OF PARCEL MAPS, BOOK - PAGE L Q R SFN 346.98'(M) 4.73 ACRES • DENOTES FOUND AS STATED 0 / N80.46,54"l-STREET ANp SEMENT S22 58 38 W 346.82'(A)(B) P. >3� � DENOTES FENCE CORNER TAGGED BRASS TAG L.S. 7600 Y EA N78 23 38 E 26.56 (M)(A)(B) © 131.64(M) HIGHWA EpICATEp 0.07'(M) S60050'35"E ? Q DENOTES CITY OF STOCKTON TRAVERSE CONTROL MONUMENT N TO BE N D BY THls MAP FD AXLE (A)(B), 27.02'(M) �y Q DENOTES CENTERLINE MONUMENT ' v STREET AND HIGHWAY EASEMENT TO BE ® R9 S86'42'18"W 0.26' R= 20.00' N o� ABANDONED Y T FROM CORNER R2 L= 20.32 (M) DENOTES MEASURED DATA Lo BA DONED B HIS MAP R/ SFN DENOTES SEARCHED, FOUND NOTHING M STREET AND HIGHWAY EASEMENT / S 31 E 58'1210' J R.O.W. DENOTES RIGHT OF WAY TO BE ABANDONED BY N82'58 , M) 1 CH= N17026'44"E c0 R1 DENOTES RADIAL BEARING REFERENCES: SEPARATE DOCUMENT 3 173.26 19.45 (M) (A) P.M. 10-135 S73'09'58"E 1 R1 NOTES: (B) R.S. 12-23 DETAIL A 83.42'(M) 1 FD. 3 4" I. PIN Q N89 35 09 W-15.91 (DR= 50.00 (C) CITY OF STOCKTON SCALE 10$ Q 1 / yi L- 36.83' LLA 13-01 DOC. NO. 1 (B), S12-51'43 W � 42012$24" 0 60 120 Q 1 w 0.15' FROM Q R_ 6.4 81' CH= N80'3 '12"W 2013-068695 �/ R_ 593.81� 1 w CORNER � 1 35 23" - 36.01' RADIAL LINES: �Q L= 499.29 1 FD 3PIN IN CH= S22'10'54"W R= 50.00 R1 N78020'39"E L- 36.83 4810 33 1 MONUMENT FD 3 4 I. PIN IN 16.48'(M) R2 N43:27$11''W CH= S02'42'03"E 1 MONUMENT WELL (A) d= 42012$24'$ R3 S68 36 47 E 484.71'(M) 1 WELL (A) - © R= 50.00' CH= S80'30'12"E R4 S63'12'40"W A\ SFN �60 • _ 36.01 R5 S63'12'37"W 1 DE'�p►� _ -q- / S-TR�E� _ L 36.83' R= 5 R6 S89'34'21"E ERS _ 00 M)�A) d= 4212 05 Q - 8 00 R7 NO'25'24'E PARCEL 1 1 /��1�`' - - o AN�E��g"E 330' CH= S57'17'15"W L 42.78 „ � 6. ACRES 1 -�"�- '� - N78 23 3 fn A=- 42015$41" R8 S78 20 22�W 82 CES �� p 36.00 R9 S67 01 20 E D7`v R�9/ �,Q� _ �• N R- 58• CH= S80'31'50"E R10 N31'1O'17"W N 1 O = Q 00 41.82' R11 S11'36'42"E �� \- SFN Z L= 69.51 L N11'39'S2"W-28.00' R12 N53 48'47"W Pf1f�CzL C 1 l" i _ �- 1 d= 68'39'50" R13 N53 4 4 W SCALE 1 -100 PRIVATE STORM DRAINAGE �� 4p A-- CH= S70'31'08'W R14 S14&51$03"W EASEMENT BY SEPARATE i N T> Q S78'23'38"W-72.58' R15 N67'01$24'$W R= 593.81' DOCUMENT R29 ��01D !� 65.42 R16 N11*36'24"W fn R17 S30`36'00'$W = L= 515.76'(M) SFN N Z Q R= 58.00 NO S78'23'38"W-72.52' R18 S30'36'00"W Z 515.78'(A)(B) L_ 32:79 R19 N70.27'3 "W �O � 49'45'55" �� A A- 32 23 46 QO S11'39'52"E-16.44' R20 S4714'48'$W • CH= S47'14'48"W R21 S11'39'41"E CH= S01 54 22 E cn » �� 32.96 © N80'46'54"E-32.82' R22 N30 36 00 E ' ' " N" R23 N 30'36'00"E 499.70'(M)(A)(B) N26 47 22 W 0 100 200 2 92.57'(M)(A) ..- Q N78-23'38"E-122.19$ R24 Sl 1 �v 92.59(B) t° ® R= 58.00' R25 N46 05 20"W J ) o G � �� L= 7.82' R26 S53'48'47"E � � Q N78 23 38 E-122.19 - „ 07 43 27 R27 S53 48 47 E SFN - CH= N40*02'57"E R28 N11'36'42"W FD. BRASS DISK p ��3�- Q R= 58.00 7.81 R29 N11'40'03'W STAMPED 10S-2 R= 613.80 �, U, p,��C�� L= 102.30 ® R= 50.00' N=2167315.38 L= 291.57' U' A-= 101'03'33" L= 36.83' E=6320382.07 A- 27'13'02" .� CH= S70'04'13"W d= 42'12'05" • CH= S13'10'52"E CH= N57'17'15' W a� 288.84 (M)(A)(B) 36.83 � P 13-123 COS 13-03 BURLINGTON NORTHERN & �,� ��?�o• 8329 s�?.S , SANTA FE RAILROAD PARCEL MAP 8329.38 SFN R= 20.00' BEING PARCEL C AND A PORTION OF PARCEL B OF BOOK 10 6GRID N00'25'38"E OF PARCEL MAPS, PAGE 135, SAN JOAQUIN COUNTY RECORDS L= 27.20' AND LYING IN SECTION "B" OF THE C.M. WEBER GRANT, CITY R6 _ 83.44�(M) a- 77'54'58"(M) 77'54'30"(A) OF STOCKTON, COUNTY OF SAN JOAQUIN, STATE OF 20.00' 83.35 {A)(B) SFN RB 25.15'CH= N50'37'07"W CALIFORNIA M A B N88037'43"W SFN ( )( )( ) FOR N=2164859.08 FD. 3/4" I. PIN, 5951.62' 5951-14 (GRID) E=6328341.04 NOT OF RECORD R7 SANTA MARIA INVESTMENTS, LLC M • 433.00'(M) 2 .6 FD. BRASS DISK C' 341.56'(M)(A)(B) SFN FD. CHISELED CROSS N89'35'09"W 774.56'(M)(B) 774.80'(A) WONG ENGINEERS, INC. STAMPED 10S-3 N=2165001.50 00 E=6322391.60 ON BURIED VERTICAL NAVY DRIVE (BO') PLANNING ENGINEERING SURVEYING 4578 FEATHER RIVER DRIVE SUITE A RAILROAD RAIL (A) / STOCKTON, CALIFORNIA FD. 2" I. OCTOBER 2013 SHEET 2 OF 2 (D.D. SHEET NO. 31) PIPE (A) 2PS-n7A