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LEGEND 3b
<br /> SECTION LINE
<br /> BOUNDARY LIMITS
<br /> FD. GPS CONTROL POINT, AS NOTED (R9). • ' _-GPS STATION NO. 6012
<br /> S RECORD OF SURVEY
<br /> 0�/, �/�_IQI
<br /> AT NORTH 1/4 CORNER FOR THE
<br /> - - FD. MONUMENT IN MONUMENT WELL As NOTED Q ViO SECTION 19 (R9). CITY OF R
<br /> • • FD. 2 1/2" BRASS DISK
<br /> —0— FD. 3/4" IRON PIPE TAGGED LS 7126 PER (R4) ���CSS IN MON. WELL STAMPED BEING A SURVEY OF A PO
<br /> UNLESS OTHERWISE NOTED CANAL BOULEVARD /y / PLS 6953 (CR-06-21) PORTION OF SECTION 19,
<br /> ' T. 2 S., R. 8 E., MOUNT DIABL
<br /> 5
<br /> o SET 3/4"(I.D.) x 24" IRON PIPE �. .Q O BASE AND
<br /> TAGGED P.L.S. 7788 �Q ' o MERIDIAN,RIDIAN, CITY OF RIPON, COUNTY OF
<br /> O
<br /> 1 CURVE REFERENCE NUMBER � N SAN JOAQUIN, STATE OF CALIFORNIANOTES: ��
<br /> I.P. IRON PIPE, AS NOTED rn •
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS r1
<br /> 1. ALL DISTANCES SHOWN HEREON ARE GROUND D r �.J 'C`
<br /> O.R. OFFICIAL RECORDS (STANCES. TO � \ S �i
<br /> CONVERT GROUND DISTANCES TO GRID DISTANCES MULTIPLY BY . , ■
<br /> S RECORD OF SURVEY THE COMBINED FACTOR OF 0.999926135. 'c,Q�O? Cn
<br /> M&P MAPS AND PLATS r Cf� x
<br /> P.M. PARCEL MAP 2. MILGEO AVENUE OVERCROSSING HAS BEEN RE-ESTABLISHED BY ?�10 ` � I - ` -ENG 1 N � -E f� 1 N G
<br /> USING EXISTING STREET IMPROVEMENTS RECORD GRID BEARINGS J f W �A cF
<br /> FD. FOUND AND GROUND DISTANCES AS SHOWN ON THAT MAP FILED FOR sik-
<br /> `1�c J 1165 Scenic Drive Suite A Modesto, CA 95350
<br /> CALC. CALCULATED DISTANCE FROM RECORD AT 15-STATE HWY MAP BOOK-31, S.J.C.R. ALL z •� JCC/ Ph 209.571.1765 F
<br /> REFERENCE SHOWN BEARINGS SHOWN ON (R1)(R2)(R3)(R11) HAVE BEEN ADJUSTED W Fax 209.571.2466
<br /> SFN SEARCHED, FOUND NOTHING 00008'55" COUNTER CLOCKWISE TO CONVERT BEARINGS TO GRID > ,�o`�' odellengineering.com
<br /> BEARINGS AND ALL DISTANCES SHOWN ON (R1)(R2)(R3) WERE Q / �' i
<br /> UPRR UNION PACIFIC RAILROAD HELD AS GRID DISTANCES. THE MONUMENTS SET AND FOUND V '� Q::
<br /> �O �� ��J �S
<br /> SSJID SOUTH SAN JOAQUIN IRRIGATION DISTRICT FROM 23-PM-102 USED A BASIS OF BEARINGS FROM THE MAP 4 � �!'�� 99 °?3�0-
<br /> CR CORNER RECORD, SAN JOAQUIN COUNTY SURVEYORS' OFFICE OF "LINDBLOM TRACT" 7-M&P-20, WHICH CREATES A 5't `�
<br /> OVERLAP INTO SAID MILGEO AVENUE RIGHT OF WAY.
<br /> CONVERTED RECORD GRID DISTANCE TO GROUND DISTANCE REFERENCE DISTANCES FROM SAID PARCEL MAP TO SAID MILGEO • / 9 #''
<br /> [ l
<br /> USING THE COMBINED FACTOR OF .999926135 (SEE NOTE 1) AVENUE MAP WERE NOT ACCEPTED BY THIS SURVEY. �. F�
<br /> c
<br /> REFERENCES: --FD. 3/4" I.P.
<br /> y4t
<br /> • - r NO TAG,
<br /> (25 S-200) 2 '�� �� f PROJECT
<br /> R1 3104—OR-731, S.J.C.R. WE
<br /> R2 - - �0,1 J 0.43' W'LY OF Nom .
<br /> 3361 OR-541, S.J.C.R. �C,•• r __-- -___- 1/4 SEC. LINE
<br /> l"�� eci10
<br /> ,`P • ^ t JI
<br /> R3 - 15-STATE HWY MAP BOOK-31, S.J.C.R.
<br /> R4 - 23-PM-102, S.J.C.R. IZ /
<br /> (n04
<br /> R5 - INST.# 01114947, S.J.C.R. �b
<br /> / 00
<br /> rn o 5'
<br /> R6 - 23-PM-51, S.J.C.R. I w
<br /> • \-15' SSJID EASEMENT
<br /> ' 25-S-200
<br /> >
<br /> R7 - 7-S-318, S.J.C.R. �'• ^ 7-S-318 , �, I 1-1-S
<br /> 1319-O.R.-94
<br /> S.J.C.R.
<br /> o � ��� S.J.C.R. .� o S.J.C.R. � �; VV 4din�t
<br /> R8 - 32-S-11, S.J.C.R. N coLn
<br /> � ,
<br /> ^
<br /> 117!
<br /> C��,' I o
<br /> • " °' Vicinity Ma
<br /> R9 - 35-S_196, S.J.C.R. o o I p
<br /> FD. 3/4" I.P. NO TAG, 00 .1
<br /> _
<br /> R10 DOC. # 2005-006013, S.J.C.R.
<br /> (35-S-144) 20.00' E'LY N .� I I^ N.T.S.
<br /> OF CENTERLINE WILMA `� •
<br /> R11 - STATE HWY MAP, 10-S.J.-99-1.7 ' '
<br /> AVENUE .Jllrn
<br /> SHEET 13 OF 14, FILED AT DISTRICT 10 50' 20'// ` I
<br /> CALTRANS SURVEYORS OFFICE. N 88'55'07" W =' COUNTY SURVEYOR'S STATEMENT :
<br /> I o
<br /> • • • I ca
<br /> ' 660.00'(M)(R8)(25-S-200) -• - --_-- THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br /> FD. 3/4" I.P. TAGGED
<br /> RCE 31008 35-S-144 PROFESSIONAL LAND SURVEYORS'
<br /> BASIS OF B0 5 , ( ) I ACT THIS DAY OF/1/DI�E/�$�'iQ 2007.
<br /> 0.00 W LY OF CENTERLINE FD. 3/4" I.P. NO TAG,--- �3
<br /> OF WILMA AVENUE
<br /> (R8)(25-S-200), MONUMENT " Ni- LA/V�
<br /> / Oo FD. 3/4 I.P. -' 00
<br /> A BEARING OF N 00'39'48" W FOR THE LINE BETWEEN FD. 0.95(M) 0.47(R8) - �®
<br /> GPS CONTROL MONUMENT NO. 6012 AND GPS W LY OF 1/4 SECTION LINE, M 8 TAGGED RLS 4479 N 88058'23" W Cn �co ®u L
<br /> • (R6) 140.50'(M) ` 'f;V THOMAS R. FLINN, R.C.E. 23341
<br /> CONTROL MONUMENT N0. 6023 AS CALCULATED FROM HUGHES LANE HELD FOR N-S POSITION o � R6
<br /> THAT RECORD OF SURVEY FILED FOR RECORD IN ONLY �___ � , )(R7 3/4" I.P. COUNTY
<br /> __ �.. I)",�_-FD. TY SURVEYOR
<br /> VOLUME 35 OF SURVEYS AT PAGE 196, Z 00 ------ !• ,SAN JFA LL _----- • TAGGED LS 2368 - X10 4440
<br /> `� PARCEL 1 (R7) REGISTRATION EXPIRATION DATE: 12-31 07 CL
<br /> COUNTY RECORDS, WAS USED AS THE BASIS OF ALL W 23-PM-51 Expires
<br /> BEARINGS SHOWN HEREON. N I
<br /> z z MS—J.C.R. ` -30- 09
<br /> WPARCEL
<br /> • SURVEYOR'S STATEMENT: > m N •. AL`�o�
<br /> Q
<br /> / p �.
<br /> THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION Q N W
<br /> ' o� I �
<br /> • IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' J • o z I
<br /> • o .
<br /> 0 / ACT AT THE REQUEST OF THE CITY OF RIPON, A MUNICIPAL CORPORATION IN I N W •
<br /> OQ JANUARY OF 2007. > w RECORDER'S STATEMENT :
<br /> 00 Q M
<br /> W DATED THIS 9+� DAY OF '`�O*j 2007, OSP` EANp W o FILED THIS I_�(CDAY OF 007, AT i•
<br /> N CR,q �, .. _J �^ !� �..M. IN
<br /> z �v�� �P �Y,�o GAG PO IZ o BOOK OF SURVEYS, AT PAGE AT THE REQUEST OF
<br /> . '
<br /> T_
<br /> O :o Q z CITY OF RIPON.
<br /> CID
<br /> No. 7788
<br /> �^ ,� � FEE:
<br /> ^
<br /> • OAA �W o- Exp. 12-31-2007 '
<br /> I
<br /> U DYLAN CRAWFORD, P.L.S. 77 8 * * FD. 1 1/2- I.P. IN CONC.--, •
<br /> NO TAG, BASE BENT N'LY, �� C14/ LICENSE EXPIRATION DATE DECEMBER 31, 2007 9TF Oo
<br /> •
<br /> OF CAl-�F HELD FOR 1/4 SECTION
<br /> LINE ONLY (NO REFERENCE) BY:
<br /> • ( DEPUTY RECORD *R4'0
<br /> � , / • GARY W. R EMAN
<br /> N -r- ��--- GPS STATION N0. 6022 AT
<br /> ASSESSOR-RECORDER-COUNTY CLERK
<br /> U
<br /> SECTION CORNER Doc N: 2007-195883 V 11/16/07 9:45 AM
<br /> W W FD. 2 1/2" BRASS DISK IN MON. I GPS STATION N0. 6023 '
<br /> • I Page: 1 of 3 Fee: $0
<br /> (n (n �� WELL STAMPED RCE 9338 (R9) I AT SOUTH 1/4 CORNER Gary W. Freeman
<br /> FD. 2' SWING TIES TO MON. -, . SECTION 19 San Joaquin County Recorders
<br /> • / i� 0) � Paid B : SHOWN ON DOCUMENT
<br /> WELL, NOTHING SET INSIDE (R8) `� I FD. 2 1/2" BRASS DISK ,-- N
<br /> WEST MAIN STREET TAGGED PLS 5443 IN IIIIIIIIIIIIIIIIIIIIIIIIIIII
<br /> � IIII IIII ILII IIIII IIIII 1111111 III IIIII IIIII IIII IIII
<br /> / MON. WELL (R9) I U U
<br /> • — - 11980 86' \ `/ I I U) I W
<br /> N 88'58'25" W ~` "'' -� 660.43' M 660.55' 16- - / I � GPS STATION NO. 6024
<br /> ---- __._�,..L ( PM 23) _ . -496.70'(M)(CAL`C.R6)(CALC.R7) 2146.80' AT SECTION CORNER
<br /> DD SHEET NO. 60 2641.29'(M)(R9) �,,.� FD. 2 1/2" BRASS DISK
<br /> � " s
<br /> 88'57 59 W 2643.50'(M)(R9) IN MON. WELL STAMPED
<br /> RCE 29547 (R9) SHEET 1 OF 3
<br /> _ n - n
<br />
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