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<br /> NOTES:
<br /> 1. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR VOLUME PRECEDES PAGE.
<br /> 2. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> Fd 1" Iron Pin (1) 3. ALL MONUMENTS ARE UNREFERENCED AND UNTAGGED UNLESS OTHERWISE NOTED. BAUMBACH & PIAZZA, INC. 323 W. E177.
<br /> 4. FOUND 2-1/2" BRASS DISK STAMPED "CITY OF LODI GPS SURVEY MONUMENT LS 6953 D0509" IN MONUMENT WELL AT INTERSECTION CIVIL ENGINEERS • SURVEYORS
<br /> Lodi, CA 95240
<br /> OF WOODBRIDGE ROAD AND DAVIS ROAD (5). www.bpengineers.net 209.368.6618
<br /> 5. FOUND 2-1/2" BRASS DISK STAMPED "CITY OF LODI GPS SURVEY MONUMENT LS 6953 X1890" IN MONUMENT WELL(5).
<br /> 6. THE CENTER OF SECTION 2 WAS CALCULATED FROM TIES TO MONUMENTS IDENTIFIED ON R.S. 28-122. TO OBTAIN GROUND RE Q
<br /> CORD OF SURVEY
<br /> DISTANCES FROM R.S. 28-122, THE GRID DISTANCES WERE DIVIDED BY THE COMBINED FACTOR, 0.999948. COORDINATES SHOWN o
<br /> I GadARE GROUND BASED AND ADJUSTED TO THE COORDINATES OF THIS MAP. V-4` r Point falls in �,S E. 7. THE LOCATION OF THE IRON PINS IDENTIFIED ON M&P 4-8 AS 3 of a Portion of Sections
<br /> Sycamore Slough 7' /�' 1 8' NORTH AND 34' SOUTH ARE IN THE MIDDLE OF THE EXISTING CANAL 33 & 34, T.4 N.,
<br /> Un 1W.D.B. 7 IW. AND THEIR LOCATION IS UNABLE TO BE VERIFIED.
<br /> � 01-14 ( 8. THE CENTER OF CANAL WAS DETERMINED BY BALANCING THE TRAVERSE BETWEEN POINT "A" AND POINT "B". THE CENTER OF THE R, 5 E., and Sections 3 & 4, T.3 N . ,R, 5 E,
<br /> o .� CANAL AS IT EXISTED WHEN M&P 4-8 WAS FILED IS UNABLE TO BE DETERMINED AS IT APPEARS TO HAVE BEEN WIDENED, AND IS
<br /> I I See o Vi o CURRENTLY APPROXIMATELY 100' WIDE. THE CENTER OF CANAL AT POINT "B" WAS REESTABLISHED BY ESTABLISHING THE BEARINGM . D, B.& M ',
<br /> Detail "C" �eC.
<br /> ao
<br /> 3 N BETWEEN THE FOUND IRON PIN AT THE SOUTHWEST CORNER OF M&P 4-8 AND THE CENTER OF SECTION 2, AND HOLDING THEj
<br /> ye. C. 34 DISTANCE FROM THE CENTER OF SECTION 2 AS DEPICTED ON THE UNFILED WIDDOWS MAP 362-W. San Joaquin California
<br /> SFN 183.2' 9. COURSE FROM D.N. 2010-144623 ROTATED CLOCKWISE 00°57'41" TO MATCH BASIS OF BEARINGS.
<br /> Center of 41)(4) _ _ December., 2011 Scale . 1 "=250'
<br /> S� Upland Canal Section i � - - - - - - - .� - - .�. - - ® - - - - - - -.-
<br /> z I I 600 Ui Corner, SFN e �"'� / Doc 0: 2013-046267
<br /> Sheet 1 of 1
<br /> f � 04/08/2013 01.10:41 PM
<br /> ~ 1°/ ® Page: 1 of 1 Fee: $10.00
<br /> o I �9'' pec. 4 pec. a�°r 1 r BASIS OF BEARINGS:
<br /> oI I I �, � � I Kenneth W Blakemore
<br /> Gj� °J I San Joaquin County Recorders
<br /> I I Inside Top of ��� N 7.3 /�/., R.S E. I 4 �0,. s o I Paid By: SHOWN ON DOCUMENT BEARINGS AND GRID DISTANCES ARE BASED ON THE 2007 NATIONAL
<br /> I Headgate ■ ��
<br /> I g r�0' ��r D. ,I 7 I / / r I IIIA' READJUSTMENT OF THE NORTH AMERICAN DATUM OF 1983(NAD83(2007)). A LINE
<br /> Draina a Canal E M. Top of Sycamore r I ti�, ■r, I ,r� M1�, � BETWEEN CITY OF LODI MONUMENTS NO. D0509 AND NO.X1890 BEARS SOUTH 300 33
<br /> ISee ��J w I I Slough I J�F� I 52" EAST AS CALCULATED FROM"CITY OF LODI G.P.S. CONTROL NETWORK" FILED
<br /> Ln
<br /> .Z
<br /> I ,-Detail "B" A �; co I 1 I FOR RECORD IN BOOK 37 OF SURVEYS, PAGE 50, SAN JOAQUIN COUNTY RECORDS.
<br /> T I J M N I Center of I ALL DISTANCES ARE GROUND LEVEL DISTANCES AND MUST BE MULTIPLIED BY
<br /> o I p Canal I 0.999955001 TO OBTAIN GRID DISTANCES. ALL COORDINATES ARE GROUND BASED.
<br /> I I/ I I Inside Top 00 0 SURVEYOR'S STAT •
<br /> 11' I I of Drainage I M z I I - ' o Headgate I STATEMENT:
<br /> I I I I Ilrr. Canal I I o 1 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br /> o I I I I I I •� 1 1 DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br /> o I I I 1 Pump I / Point "A" See Not 7 •'•sem• IUl
<br /> Inside Top of I LAND SURVEYORS' ACT AT THE REQUEST OF MIKE,KUZMICH IN DECEMBER 2011.
<br /> o I ( e I ,0 Upland Canal I -
<br /> 1I I I I Service
<br /> cn I I I Pole
<br /> 00 I I I 1 •. I .� I DATED THIS DAY OF MAe� L LAN
<br /> .N I 1 179°49'00'° 1 I N 2245981.06 , 20 � �0�1P�C 0Q
<br /> •i�v I I I I Center of I (M)(1) s� s Center of I Service / I E 6321676.93 ���G�
<br /> Drainage Canal o / I SEE NOTE 4 l G
<br /> so Upland Canal, I Pole I •-- 0 0 0
<br /> -- - - - - - - - -0 �6�� See Note 8 ^� Inside CC---.v zo
<br /> I I
<br /> Detail B" �� I Top of
<br /> X0,0'' ., I Valve / I ,� OSHUA COOK ELSON, LS 7889 * �. 2/31/13
<br /> 1 Scale: 1"=100' F / Drainage I 3 ,L 01 LICENSE EXPIRATION DATE: 12/31/13 s �,
<br /> 'rJ SI) I / Canal �ti
<br /> I Center of �i9 I Irr. Pump Center of 1 °O°��O'L�
<br /> Drainage Canal N 1 Drainage �� ��'��' COUNTY SURVEYOR'S STATEMENT:
<br /> Rcrcel °; `r� s I 9 Canal / ��°! cv I 0�, 7 I 000 `'y� w THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL
<br /> -' - '- - - - - '-° '- " - - `'' o LAND SURVEYORS' ACT THIS /Tr DAY OF i¢PR/L_ , 20/3.
<br /> IV ry I D.f�f. �r /r --,J44� ^, Section Line >;s� >, Detail "C" ww, .O / f �l ,��.� 1,9 cep,, N 2239161.06 �'' w
<br /> ,ry •�, Scale: 1 60 N E1;;/
<br /> p� �• E 6302907.12 w
<br /> r4 ��J co�N � ���. � AS
<br /> �y See Note 9 ��
<br /> 30' N 89032'19" W 1637.52' 1646.04'(4) M THOMAS M. GAU, R.C.E. 26994
<br /> I I oil ,yip w I Ss90 COUNTY SURVEYOR m
<br /> I Point is in centerline See Note 9 1 S 43°17'20" E _ I g0�. AO SO, REGISTRATION EXPIRATION DATE. 3/31/15
<br /> I I of the Drainage
<br /> No. 26994
<br /> 105.49'(M)(4)
<br /> 331 201$
<br /> I I Canal to the south `'o�, �, °n,' o I ��c9' RECORDER'S STATEMENT: t:
<br /> . �
<br /> o N
<br /> s 0 o I FILED THIS „_DAY OF 20 AT M. IN
<br /> W BOOK OF SURVEY
<br /> �-o 'two z d• S, AT GE AT THE RE U EST
<br /> I I-- �� Q
<br /> D OF JOS UA COOK ELSON.
<br /> oC
<br /> 1 ' Power Pole Irr• I •`rte-� I �r� N 2238666.90 I W SEE NOTE 5 • F b
<br /> 1 f Pump I �J I I See E 6302901.52 I F- EE. $
<br /> `� U I Detail A" Q
<br /> V>_ __ / � N 2219000.44
<br /> LU i s� 1 / (n E 6337610.65 maftnartc BY; A;4% N\,
<br /> Ln ao I Service I / WKENNETH W. BLAKEMORE DEPUTY RECO DER
<br /> LU (n Pole Centerline of I.- ASSESSOR-RECORDER -COUNTY CLERK
<br /> a I I N0 cpm�s Jacob Brack Road, �/ z
<br /> 0 o I I � I � � ���- R=600.03' I LEGEND:
<br /> L=940.42 i REFERENCES
<br /> SITE COTTA ROAD ¢ z I I 3 =
<br /> - / 0% A=89047'57"
<br /> �
<br /> ( )
<br /> $B.O.B. BASIS OF BEARINGS✓ /Q (2) R.S. 28122
<br /> °� " 360.58' CENTER OFS.F.N. SEARCHED, FOUND NOTHING
<br /> o Detail A 90°0000"
<br /> ^� 360.00'(3)(4) SECTION 2 (2) Fd FOUND (3) R.S. 2-7
<br /> z (M)(4) Point B e _ SEC. SECTION
<br /> <t Scale: 1 -100 �� �o � (4) D.N. 2010-144623
<br /> O � SFN SEE NOTE 6 Irr. IRRIGATION
<br /> cc ' (5) R.S. 37-50
<br /> o Fd 1" Iron I 1589.36' 1587.5'(1) N 2238073.69 6566.39' M 6 D.N. DOCUMENT NUMBER (6) UNFILED
<br /> Q Pin (1) ( Fd 1" Iron Pipe (3), E 6302296.82 ( )( ) N 2238041.18 M. &P. MAPS AND PLATS WIDDOWS MAP
<br /> E 6303254.66
<br /> I
<br /> S 89033'19" E bent, 8155.75' 8154.6'(1) R.S. RECORD OF SURVEY 362-VV
<br /> I 0 S 00026'41" W, 2.46' • FD. MONUMENT AS NOTED.
<br /> STATE HIGHWAY ROUTE 12 O Held for centerline of ® FD 3/4" PIN WITH WELDED WASHER (2)
<br /> Guard.Road O SET 3/4" x 30" IRON ROD CAPPED AND STAMPED "LS 7,899"
<br /> D
<br /> VICINITY MAP
<br /> NOT TO SCALE D
<br /> C7
<br /> S:\Projects\2011\11008\dwg\11008_RS-2.dwg 03/21/13 8:16am-JELSON-XREFS: 08043_HC.dwg 18X26_FM-RS-PM.dwg D.D. SHEETS 80, 85 &86
<br /> 4170-A
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