|
r
<br />J
<br />L__ - - FND 2°BD IN MW PER Rt FND 1 1/2" IP &CAP FND 2" IP & BD IN MW PARCEL B \ AEjN 200-400-06 -FND 4"x4" WOODEN POST NRM FND 1" IP & CAP
<br />(AXLE PER R17) APN 200-460-30 LS 1306, PER R21 I STAMPING ILLEGIBLE 13 PM 148 �` PdNJBO 1 AT CAI_C. LOCATION PER R4 LS 5340, PER R3, R4, R11, R13, R18 APN 200-470-01
<br />APN 200-480-31 `SDN 20"JO-127637 SJCR TRACY CAPITAL PARK
<br />RSB DELTA . LC (IN HOLE IN AC PER R3) (SINGLE PROPORTION) APNI 200-'.00-07 (R&C LS 3045 R12)
<br />DN 20 -106631 SJCR 1 PRDILOGIS 1-P. i -t (BD "RE 9338 ON SURFACE R11, R18) APN 200-400-10\\ COFiP
<br />21 2 - 86 LANDS OF I DN 2015-1167-13, SJCR
<br />DN X01 rJdil F/ SJCR / I SANDrIU POMBO
<br />- I (R&C LS 3045 R12 R15) ` DISI 2010-27537 SJCR
<br />1 N88'S0'07'W 2646.91' / \ DIN 2005315182, SJCR
<br />N88'5_Ob7"W 2646.52' 22 23 " ��_ _�_I PARCEL A
<br />28 27 (N85'50'59"W R1 - T
<br />-) - —� - .1- _ _ _ W884055 W 2643.14'FABIAN ROAD _ _N_8840'55_"W 2643.14'23 24 24 PM 48
<br />1652.53' RIO(N89°5706"W 2646.80' R2) \ 27 26 / (N88°41'04"W 2643.19' R3 R11 - - — - - (N88'41'04"W 2643.19' R3 R11) - - — - -
<br />/ (89°11'57"W 2643,24' R18) ` (N89'11'57"W 2643.25' R18) 26 25 - - PARCEL A
<br />C) u) o I 1 MON TBR \ a 24 PM 6
<br />NORTH V -.
<br />n 0. i I i APN 209-220-13
<br />09 e 7j J LILC
<br />C I
<br />s >\iLOLIJ\IE CORDES RANCH, `� APN 200 220J7� �_ � n a
<br />PROLJLP
<br />OGS, .. www p F '
<br />0 250' 500' 1000' I DJ\l 2014- 1J 1708, SJCF3 `\\ I � o � o
<br />PARCEL C �N o � � o �1
<br />N Scale 1" = 500 ft DN 20-12-11-50-10, SJCR
<br />ogl a=N I IfV��z �C
<br />p N _ 9
<br />w , FND 1" IP &CAP
<br />N W
<br />1 � LANDS OF �A/ES7 SIDE .IRRIGATION ^'
<br />aD rl r\PJ\l 20-9--120-04 APl\J 2JJ 12C J7 M x v
<br />DISTRICT UPPER MAIN CANAL ;p LS 5340, PER R4
<br />x 3K A OF DEEDS,
<br />\ z z zl PROLOGJS, L.P. I PRDI OG1S, L.P.V
<br />N N
<br />1 VOL 394 PG 255 O.R.
<br />PARCEL A I PARCEL J N W
<br />OJ\l 2012 17nQ1a. SJCR I DI\l 2012 17;�O1B. SJCR I UI u
<br />Vln\ p O Q
<br />I 1 'tl- p p Z LP i'J
<br />oN I PARCEL A
<br />` 1 APN 2JJ-22j-10` \ I n a 1 24 PM 23
<br />rEDEX GROUND SYSTn\71, JNC. I \ , z LOo
<br />D_��,
<br />ON TBR ON 2014-0-X0021, SJCR I ; \ I < ;
<br />`.
<br />/
<br />ZEDMW P�� Rt / FND 2"BD IN MW `
<br />/ SNF
<br />/ PER CR -11-139
<br />>>- /
<br />_—__ __-------_� ' -FND 3/4" IP &CAP
<br />1 LS 4868, PER R5 R6
<br />rot1 `� o 7pss� M` i MON TBR APIN 20D-2220-1^ \
<br />FND 3/4" IRON PIPE & CAP Z I PROLOGIS, L.P. I `
<br />� I I N 2 2eproRF2y°T9 LS 86541'CONTROL POINT NRM I \ 27 0 0 12 0 0 -.Lu
<br />ON 201-r
<br />1 >>s°g ��yq (NRM) \PIN Z I I 101708, SJCR
<br />s 1 PROL OGIS, L.P. Q
<br />r1PJ\l 700 120-04 I FI _ �-
<br />Ar�Cr L
<br />a I PRCJLOGJS, L.P. OJ\l 2012175013. SJR �— - -
<br />C \ ^
<br />co 0 0 7. V 7 PARCEL A
<br />N a W N / �� DJI\l 2012--J76018, SJCR
<br />old w w // �\A 1
<br />O o � r n S ` rn v�I u
<br />Z Q .w / `.�28J X'
<br />---oN
<br />i \PN 200Q 72012 NN1
<br />��o09'T NI PROLOGIS, L.P.
<br />O �� �ti/ ��F �\ 1i`o�' Ol\l 2 01%-1017 0 3. SJCR o Irl z a
<br />u 0
<br />r 2 I o/ APN 200-170-04 w
<br />a o 00 �I
<br />u Lt, ti/ / PROLOGIS, L.P.
<br />PARCEL EI A FND 1 1/2" IRON PIPE & CAP
<br />d q ID
<br />' I / \ _FND
<br />8654 CONTROL POINT (NRM) V
<br />b I / ON 2 012-1 7 6 0 13. SJCR \� I FND 3/4" IRON PIN IN MW FND 3/4" IRON PIPE & CAP FND 2" BD ON HEADWALL
<br />a Lz MON #2043 PER RO LS 8654 CONTROL POINT (NRM) I MON #2044 PER RO
<br />�' I r / �`N/0• I NORTHING 2,086,879.39 1 NORTHING 2,086,795.89
<br />o / ` 32' FASTING 6,268,656.57 r I FASTING 6,273,942.51
<br />` /II �X/ l MON TBR ���\ MON TBR ?9"Ly?\0604 Tlf / �� (BD MON38" AT URFACE R1, R16) / 75228481E (ROCK PFND DR R AW (NRM) '
<br />22 /27 SCHULTE ROAD / / 27 I \� / (N/w IN SANDSTONE R16) BASIS OF BEARINGS
<br />- _ - - _ _ 1 (S89°05'42"E 5286.60' GRID PER RO)
<br />33 - - — - N88'46'13"W 2643.64' - - —� -TI(SANDSTONE
<br />�— - —1 - _ - _ - - - - - - _ - _ S89'05'42" E 5286.94 TIE (GROUND) 26 25
<br />\ / (N88'4T01 "W 2643.56' Rt f — N88'49 37 W 2645.07 - - -- - -, - - - - - - - - - - - _ _
<br />/ TR 2450 ) TR 2450 \ TR 2450 (N88°50'25"W 2645.18' Rt 34 35 N88'3610 W 2643.63 n - - _ -, -- - - - - - - -
<br />(N88'47'09'W 2643.57' R16) ) / SO'28'55 W 30.20' SCHULTE ROAD N88.4920 W 2639.73'- `-
<br />31 M 62 31 M 62 31 M 62 (N88'50'18"W 2644.99' Rib 1 (N88'43'23'"W R1) N00'07'40"W 30.00' R7) APN 200-230-02 (089.36'32"W 2639.63" R7 \PN 200-230-30
<br />) APN 200 230-25 I 35 36
<br />_ (N89 26'32"W R7 ( ) r
<br />FND 3/4" IRON PIN IN MW PER R1 I I FND 2"BD IN MW PER R1 PONIGO )FND 2"BD IN MW (NRM)JICITY OF TRACY U.SA. FND ZED IN MW (NRM)
<br />(SANDSTONE ROCK w'CROSS PER R16 1) ROCK w'CROSS PER Ri6) 11 DN 700', 201707. SJCR DN 2007023086. SJCR
<br />(GONG, MON BD PER R7) I I I (3/4" ROD PER P,1, R7)
<br />REFERENCES; ABBREVIATIONS: LEGEND: APN 209-2930-02IDIVI
<br />RECORD
<br />VEY RO = 36 OF SURVEYS, PAGE 118 R14 = DEED, VOL 394, PAGE 255 AC = ASPHALTIC CONCRETE NRM = NON -RECORD MONUMENT — - - - — = CENTERLINE MONUMENT LINE oplB
<br />/ 02� 110018. DLR.
<br />R1 = 33 OF SURVEYS, PAGE 62 R15 = 3 OF PM, PAGE 114 BD = BRASS DISC N/W = NAIL & WASHER - - — - - BOUNDARY / PROPERTY LINE
<br />R2 = 10 OF PM, PAGE 87 R16 = 31 OF SURVEYS, PAGE 104 CALC. = CALCULATED O,R. = OFFICIAL RECORDS --- = ADJOINING BOUNDARY LINE STREET MONUMENTATION PRESERVATION FOR A PORTION OF
<br />R3 = 24 OF PM, PAGE 48 R17 = 31 OF SURVEYS, PAGE 186 CONIC. = CONCRETE pM = PARCEL MAP _ _ - _ - - - _ - _ _ = TIE / DIMENSION LINE SCHULTE ROAD, MOUNTAIN HOUSE PARKWAY AND HANSOM ROADS
<br />R4 = 24 OF PM, PAGE 6 R18 = 26 OF M&P, PAGE 140 DN = DOCUMENT NUMBER R&C = REBAR & CAP 0. = FOUND MONUMENT, AS NOTED
<br />R5 = 31 OF SURVEYS, PAGE 76 R19 = DEED DN. 2001-062040 FND = FOUND R1 = REFERENCE NUMBER • = FOUND IRON PIPE, AS NOTED SECTIONS 26 AND 27, TOWNSHIP 2 SOUTH, RANGE 4 EAST, MDM
<br />R6 = 19 OF SURVEYS, PAGE 34 R20 = DEED DN. 2012-175018 IP = IRON PIPE SNF = SEARCHED, NOT FOUND =FOUND 4"x4" POST, As NOTED CITY OF TRACY —SAN JUAQUIN COUNTY —CALIFORNIA
<br />R7 = 11 OF SURVEYS, PAGE 95 R21 = 2 PM, PAGE 90 M = MAPS & PLATS SJCR = SAN JOAQUIN COUNTY RECORDS
<br />R8 = DEED, 1065 O.R. 227 MON = MONUMENT W' = WITH / 1 N OCTOBER, 2015
<br />R9 = DEED390 MW =MONUMENT WELL
<br />R10 =LLA DEEDED,, 200001-062040 MON TBR _4 = MONUMENT, TO BE REPLACED t< K I E R 8C WRIGHT
<br />w
<br />R11 = 35 OF SURVEYS, PAGE 114 \�-// (IF DESTROYED DURING CONSTRUCTION) CIVIL ENGINEERS & SURVEYORS, INC.
<br />R12 = 24 OF SURVEYS, PAGE 100 2850 Collier Canyon Road Phone (925) 245-8788
<br />R13 = 24 OF PM, PAGE 23 Livermore, California 94551 Fax (925) 245-8796
<br />D.D SHEET NO. 52 )OB: NO. A09500-67 SHEET 2 OF 2 SHEETS
<br />Z:�2009�A095G0-65�Survey\A09500-6;-ROSdwg 12-03-15 01:54:47 PM glamb
<br />
|