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REFERENCES LINE TABLE CURVE TABLE
<br /> ° RECORD ���
<br /> _ a� SURI -13 S.J.C.R. LINE BEARING DISTANCE C 1 R=150.95 (M)(N) L=•168.61 (M)(N) A--64 (JO 00 (M)(N}
<br /> (A} R.S. 6 L1 N81°02'43"W (M) 332.98'(M)(N) CH=N82°59'17"E 159.98'(M) BEING A PORTION OF THE SOUTHEAST 1/4
<br /> DURHAM FERRY ROAD (B) P.M. '10-169, S.J.C.R. L2 S50-59'1 7"W (M) 139.70'{M)(N) C2 R=573.14'(M)(N) L=141 .194'(M)(N} 0=14°()6'00"(M){N) OF SECTION 19, T„3Sa, R,6E., M.D.B. & M.
<br /> o (C) P.M. 25-37, S.J.C.R. L3 N86°58'43"W (M) 297.09'(M)(N) CH=N79°55'43"W 140.69'{M) pNA��N
<br /> Lil _ (D) P.M. 3-1 1 1 , S.J.C.R. ° _ 5� �sG SAN JOAQUIN COUNTY, CALIFORNIA
<br /> �__ 0 n L4 N72 52 43 W (M) 94. 6 (M)(N) C3 R=5.73.14'(M)(N) L=164..39'(M)(N) A=16 Z6 00 (M)(N) �;� e��•Q F �
<br /> SITE _ (E) P.M. 7-3, S.S.J.0 L5 N89°18'43"W (M) 511 .60'(M)(N) CH=S81°05'43"E 163.82'(M) �o -NOVEMBER 2013
<br /> r1l o 0, (F) P.M. 18 41 , a.J.C.R. ,> a o NOVE_MB
<br /> c ao G R.S. 10-109, S.J.C.R. L6 S67-25'1 7 W (M) 260.45 (M)(N) C4 R=143.42'(M)(N) L=154.•36 (M)(N) 0=61°40 00 (M)(N)
<br /> o- � °� ( ) _ L7 N50'54'43"W (M) 391 .07'(M)(N) CH=N81°44'43"W 147.02'(M) No.4450 SHEET 1 OF 1
<br /> (H) R.S. .�7 72, S.J.C.R. � °
<br /> r) U' (I} P.M. 25-24, S.J.C.R. L8 N45 04 43 W (M) 1 16.23 (M)(N) C5 R=318.39 (M)(N) L=181 .53 (M)(N) A==32 40 00 (M)(N) y� Ll
<br /> > �� 145.20' M N CH= S61°24'43"E 179.08' M Q, QU ` TOOCIAT�
<br /> 0° KENNER m y (J) P.M. 22-57, S.J.C.R. L9 N77 44 43 W (M) ( )( ) - C )
<br /> ROAD (K) P.M. 21-181, S.J.C.R.
<br /> L10 S67-25'1 7"W (M) 260.45'(M) C6 R=477.68'(M)(N) L=107.56'(M) 104.17'(N) �FCpLt LAND SURVEYING - LAND PLANNING
<br /> VERNALIS ' ° • °
<br /> (L) F.B. 603-68 THRU 70, S.J.C.S.R. S67-38W (A) 260.42 (A) �=12 54'07 (M) 12 30 {N) CH=N71 17 39 W 107.34'(M) MANTECA, CA
<br /> ROAD (N) O.R. 67-386, S.J.C.R. L11 N45°04'43"W (M) 114.96'(M)(A) C7 R=502.68' (M) 502.88'(A) L=191 .85'(M) 191 .58'(A)
<br /> STATE HIGHWAY 132 N44-52'W (A) A=21'52'00"(M)(A) CH=N78'21 '17"E '190.68'(M)
<br /> Doc 0: 2013-159436 L12 SOO'07'31 "E (M) 755..70'(M)(N) C8 R=118.42'(M)(A) L=127.45'(M) 123.4.6'(A) SURVEYORS STATEMENT
<br /> 12/26/2013 01:36:07 PM ° , ' Z" '
<br /> Page: 1 of 1 Fee: $9.00 755-64'(J) �=61 40 00„(M}(A) CH=N81 44 4�� W 121 .39 M
<br /> Kenneth W Blakemore ° ' ° ' " C,
<br /> MY
<br /> San Joaquin County Recorders L13 N89 38'00"W (M)(A) 251 ..13 (M)(E) C9 R=343.39 (M}(A) L=194.47 (M) �=32 26 �5 {M} TI-11S MAP CORRECTLY REPRESENTS A SURVEY MADE= BY ME OR UNDER
<br /> Paid By: SHOWN ON DOCUMENT L14 N89°38'00"W (M)(A) 251 .10'(M) CH=S61°18'10"E 191 .89'(M) DIRECT ION IN CONI-ORMANCE WITH THE REC�UIRE_MENTS OF THE PROFESSIONAL
<br /> MAP �!!w, �i °I I
<br /> LAND SURVEYORS' ACT AT THE REQUEST OF BARBARA BRENKWIrZ, N
<br /> NO SCALE NOVEMBER, 2013.
<br /> P.M' 255-24 DATED THIS �� '� DAY OF - 2013.
<br /> SEC. 13 SEC. 18
<br /> SECTION LINE DURHAM ' FERRY ROAD SECTION LINE SEC. 18 I SEC. 17
<br /> S846'00 E (M} 5360.06'{M) 5360.02'CC)CI) 5359.43'CL) �� f
<br /> �
<br /> �-- 2719.15'(M) 2719.06'(C) 2719.13'(1) 2718.83'(L) --� �� 2640.91 '(M) 2640.97'(C) 2640.89'(1) :2640.6'(L) -�� MICHAEL L. QUARTAROLI, L.S. 4450
<br /> SEC. 24 SEC. 19 � SEC. 19 ; Q :SEC. 20
<br /> ( Y S.F.N. AT 1/4 -� � � FD. SPIKE NO REFERENCE, �t � 1-1 l<.1
<br /> COUNTY SURVEYORS STATEMENTFD. BRASS DISC IN MON. BOX SEC. COR. c� ° >_ ,> , FD. 2 BRASS DISC IN CONC. o w
<br /> o0 I AT SEC. COR. PER (C)(1)(K) S26 43 32 E`^0.22 (M) STAMPED L.S. 2'239 IN MON. - _
<br /> 0; �o I FROM 1/4 .SEC. COR. BOX AT SEC. COR. PER (C)(D)(I) �� o THIS MAP HAS BEEN EXAMINED IN ACCORDANCE_ WITH SECTION 876 OF THE
<br /> Q000 I -1/4 SECTION LINE I `r o PROFESSIONAL LAND SURVEYORS' ACT THIS 1 DAY
<br /> - SECTION LINE AND SECTION LINE- -I N OF 2013. Q�OFESSIpNq�
<br /> .U�-. RANGE LINE N- I lc M. 3-17 7 w �.� ��� ��AS A4. �' F�
<br /> I
<br /> -FD ROUND HEAD BOLT IN MON. M. 25-37 � I c9 � w q(� G'�- \
<br /> I
<br /> C0 BOX AT 1 4 SEC. COR. PER `V I C6 N
<br /> 00 /
<br /> 0) (K), CALLED SPIKE PER (B)(C) o �ILDI o
<br /> N r `� r- THOMAS M. GAU R.C.E. 26994 °C
<br /> co 1 (0 N I I �" o COUNTY SURVEYOR
<br /> r - 1 4 SECTION LINE No 2699
<br /> o �r EXP.3-31--201S * 9
<br /> Y N I / S89°41 '49"E: M 5365.82' M 5365.95'(C) -� I � REGISTRATION EXPIRATION DATE: 03/31/15
<br /> { ) { ) 2640.47' M 2655.70'(C) i.
<br /> - -� ``�� - - - - - - - - - - - - - - - - - - - - --- �---- - - - - - - - 2392.90' M �� � FD. NAIL_ AT 1 4 SE:C. LEGEND 9TF OF CA���p�
<br /> 2725,35P(M) C ) _ /
<br /> ` S.F.N. - 1/4 SECTION LINE I COR. PER (D)(J)
<br /> NOTE ---�►-- INDICATES FOUND MONUMENT AS -NOTED
<br /> g; 24i'.57'(M)(D) I Q ---a-- INDICATES SET 3/4" x: 30" IRON PIPE TAGGED L.S. 4450,
<br /> 1 . AS-BUILT LOCATION OF BANTA-CARBONA IRRIGATION DISTRICT 00 UNLESS NOTED OTHERWISE:
<br /> CANAL IN SOUTHEAST QUARTER REASONABLY CONFORMS WITH o
<br /> FOR COURSES L8 AND C5 DUE M� I SEC. 19, I SEC, 20 I FD. INDICATES FOUND ON THIS SURVEY
<br /> THE DEED LOCATION EXCEPT �n I � 25.00 (NI)I S.F.N. INDICATES SEARCHED, FOUND NOTHING
<br /> C° TO REALIGNMENT FOR INTERSTATE HIGHWAY 5 CONSTRUCTION
<br /> m 0 2359.08' M �--- [_14 _r-SECTION LINE (M) INDICATES MEASURED THIS SURVEY
<br /> RA' 27-181 r 2. CENTERLINE OF 50-FOOT WIDE BANTA-CARBONA IRRIGATION o ( ) �� _ (CALC) INDICATES CALCULATED FROM RECORD INFORMATION
<br /> L I DISTRICT MEDDLE MAIN CANAL (CALCULATED CENTERLINE USING �� I - - - - �� ��- �. I � (� � �, � 0,R. INDICATES OFFICIAL RECORDS, BOOK AND PAGE:, S.J.C.R.
<br /> RECORD ANGLES AND DISTANCES, HELD RECORD DISTANCE I S.F.N. (E) L13 -1 R.S. INDICATES RECORD OF SURVEY, BOOK AND PAGE, S.J.C.R.
<br /> ALONG THE EAST AND WEST SECTION LINE PER (N)) Cq 25.00'(M) I ��l �' M. & P. INDICATES MAPS AND PLATS, VOLUME AND PAGE, S.J.C.R.
<br /> N SEC. 30 I SEC.. 29 _ L� Q W P.M. INDICATES PARCEL MAP, BOOK AND PAGE, S.J.C.R.
<br /> 4'� I R=573.14,(M)( ) I N d- I o �• (F',) INDICATES RADIAL BEARING
<br /> _ I L=160.38 (M)(N) I o N ' o cc, w
<br /> Y N
<br /> ~ _ "(M) DETAIL ' A 0, C\I i� 1.N. INDICATES INSTRUMENT NUMBER, S.J.C.R.
<br /> o -16 02 00 (N) R=238.84'(M)(N) R=477.68 (M)(N) 00 W 00 o P.��l 22-57 P.U.E. INDICATES PUBLIC UTILITY EASEMENT
<br /> z159.86'(M)
<br /> � (^;1 o S. SURVEYOR'S
<br /> C,
<br /> of CH=N73 01 43 W 159.86 (M L=175.22 (M)(N) L=182.30'(M)(N) SCALE:: 1 •'=200 � �,o S.J. INDICATES SAN JOAQUIN COUNTY SURVEYORS RECORDS
<br /> L1 A=42°02'00"(M)(N) 000 I A=21°52'00"(M)(N) � "A," INDICATES BOOK "A" OF DEEDS, VOLUME AND PAGE, S.J.C.R.
<br /> S00' CH=S72°00'17"W 171 .31 '(M) N H=N78°21'17"E 181 .20'(M) w � LF.B. INDICATES SAN JOAQUIN COUNTY FIELD BOOK, BOCK AND MAGE:,
<br /> � �� 663(9,>,4`3�'w ° C, ( } acs, C4 � SAN JOAQUIN COUNTY SURVEYOR'S RECORDS
<br /> r� L3 C� � N N85 12 43 W M ° ,, 6 � � ��
<br /> C3 L5 I 808 81 M N S89 1 i 17 W (M) ` v, G8 \ N i Cj w I,IQR-[H W.C. INDICATES WITNESS CORNER
<br /> ( )O 470.88 (M)(N) `�•- < o CH. INDICATES CHAINS
<br /> �, b W S.J.C.R. INDICATES SAN JOAQUIN COUNTY RECORDS
<br /> - SE_CTIUN LINE AND �--- 792.03 C5 6
<br /> o (M) 793.38 q) 472.08 M Cl� �� 9 0� cn Ln o DOC. N0. INDICATES DO(,UMENT NUMBER, S.J.C.R.
<br /> RANGE LINE 30-FOOT STRIP PER N84°47'W �( } 44 (n
<br /> '/, f� I �: co
<br /> Cf) rnco ' •-• I.N. 79090051 I ^ N85°1 (A) 476.75 (A) 5 �21 �,9 J I Tj o C.R. INDICATES CORNEF, RECORD, S.J.C.S.R.
<br /> N ' ? SEE NOTE 2 Q 2 43 W (M ° �'�� ��� L9 C `0
<br /> ) S89 30 W (A) sr�, 6 �I ,> , BASIS 0F BEARINGS
<br /> (� o S89 17'17 W (M) �'� C9 SCALE: 1 = 400
<br /> o c) I oo N w SEE NOTE 1 �� �1 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE. OF SECTION 19,
<br /> T.3S., R.6E., M.D.B. & M., SHOWN ON R.S. 6-13, S.J.(..R. AS N.89°38'00"VII.
<br /> 0 1/4 SECTION LINE 0 0 R.5. 6'-13 -----
<br /> °�, , �..� a� r SECTION LINE �
<br /> 30 00�: Na 2012-07'131 ��,�, M; N RECORDER S STATEMENT
<br /> 30' �n 5752 ACRES 1
<br /> FD. 1 " IRON PIPE AT 1/4--� r� o -'
<br /> SEC. 24 SEC„ 19 SEC. COR. PER (E)(F}(G} FILED THIS DAY OF b _, 2013, AT 3(i P M.
<br /> SEC. 19 ` Q: i SEC. 20 -��Q-
<br /> T.3S., R.5E.9 T.3S., R.6E.9 SET ALUMINUM CAP I _ ° > IN BOOK .3g OF SURVEYS, AT PAGE Co� AT
<br /> -
<br /> 30.00'(M) - SECTION LINE STAMPED L.S. 4q-50 \ ' N89 38 00 W (M)(A} 2f�10.18 (PSI) 2610,28 (A) -
<br /> ( } �_ - ,-(SEE DETAIL "A") THE REQUEST OF MICHAEL L. QUARTAROLI. ,
<br /> 2701 ..55'(M) 2701 .45'(B) -�� � 2359.08 (M}
<br /> -- 4 C 1 � 2640.18 (M) _669.86 (C) 2640.27 (E) 2640.3 (G) FEE:2731 .55 (M) 2701 . 5O .731 .47 {F) 273C.92 (G) SEC. 29 _
<br /> -- N89°38'00"W (M)(A) (BASIS OF BEARINGS) 5371 .72'(M) 5371 .31 '(C) 53 71 .73'(H)
<br /> I SEC. 3C1 I FD. 2" BRASS- DISC IPJ - s -
<br /> SEC. 25 SEC., 30 SECTION LINE E _
<br /> M.D.B. & M. I I I CONC, STAMPED L.S. - BY.
<br /> M.D.B. & M. P.i� 78-47
<br /> 2239 IN MON. BOX AT EN ET W. KEMOfRE Pd�/ E_PU1Y RE17RDER
<br /> FD. MON. BOX W/BROKEN LID '13" BELOW R.5: 10-109 25-FOOT WIDE B.C.I.D. STRIP P.M. 7-3 PER C H J __ -
<br /> SURFACE AT SEC. COR. NO SWING TIES FD. O.R. 159-398, S.J.C.R. SEC. COR. ( )( )C ) AS SSOR.-RECNORDER COUNTY CLERK
<br /> PER C.R.-01 -136 R.S. J, 72 2012-224
<br /> (D.D. SHEET NO. 67) (STD. CO. PIN )
<br />
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