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RECORD OF SURVEY 37-047
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RECORD OF SURVEY 37-047
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LAI <br /> -NORTHWEST CORNER SECT/ON 3 ! (C NORTH 1/4 CORNER SECTION 3 <br /> FOUND BOLT & WASHER (BOL T)(E) FOUND 1-1/2" IRON PIPE (E)(L) <br /> (BOLT & WASHER)(R.S 8-68) . -IN MONUMENT WELL <br /> DOWN 1,± /N MONUMENT WELL RECORD of <br /> �i (PK NAIL & SHINER DOWN 0.25 NOT FOUND)(V) <br /> EAST YOSEMITE AVENUE OF A PORTION OF SECTION 3, <br /> (2648.32)(V) ' STATE HIGHWAY ROUTE NO. 120 W W TO WTNSHIP 2 SOUTH RANGE <br /> EAST, MOUNT DIABLO BASE AND MERIDIAN <br /> N 89 59 38 W 2648.45 '�-S 89'41'47" E 2649.19'(M)(L�2648)(A)(B) (2648.10)(E)(l) (2640)(G) (2649.15' K 34 35 j a CITY OF M <br /> -; )O- W MANTECA., SAN JOAQUIN COUNTY, CALIFORNL4 <br /> 88-4,5'20 (M) 91'07'33"(M) 3 I 2 -NORTHEAST CORNER SECTION 3 <br /> O cn (89.Oo)(A)(B) (91.00)(A)(B) FOUND SPIKE (0 o Q� R THSTAR ENGINEERING GROUP, INC. <br /> D 1 (89 O 1)(C)(89 02)(C2) (9107 30)(D)(E) .� ; (BOL T&WASHER)) o o <br /> (88 46 50)(D)(E)(l) N o� 909 14th Street Modesto CA <br /> m i IN MONUMENT WELL(L) 95354 <br /> Z z 00 W (209) 524-3525 <br /> _ °• W W BASIS OF BEARINGS: <br /> m ►� „ m <br /> �D ��Oo . o� �► � cV Q� fj�, BEARINGS ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 83 ZONE 3 1991.35 . A LINE BETWEEN CITY OF <br /> �, MANTECA MONUMENTS No. 271 AND No. 272 BEARS SOUTH 00 50 33 EAST AS CALCULATED FROM CITY OF MANTECA <br /> W= CONTROL MONUMENT SURVEY FILED IN BOOK 33 OF SURVEYS, AT PAGE 133 SAN JOA UlN <br /> Q COUNTY RECORDS ALL <br /> DISTANCES SHOWN ARE GROUND LEVEL DISTANCES, UNLESS NOTED AS (GRID). <br /> ^ O mtic <br /> � � -�•0 �;� N �S to VQp <br /> FOUND 6x6" CONCRETE- �' •N ^�o °' �" N �''W <br /> MONUMENT (l)(N) ,N p'N - cOo \Q SURVEYOR'S NOTE 1: <br /> n THE SOUTH LINE OF THE EAST HALF OF SECTION 3 IS ESTABLISHED USING THE <br /> FOUND 3/4" IRON PIN (l), /I " ' 1/4 1/4 SECTION LINE (D)(E)(I)- , o •O RECORD ANGLE AT THE SOUTHEAST CORNER OF <br /> .- S 89 12 11 E 2989.98 M 'o Z �� SECTION 3 AS SHOWN ON REFERENCE (D) (1959) FOR THIS SURVEY. REF(D) SHOWS FINDING THE REDWOOD HUB /N THE OCCUPATION <br /> NO TAG VISIBLE, --' S 89'12'11" E 2647.01' ( > (2989.36)(E) _ LINE AT THE SOUTH 1/4 1/4 CORNER AS SET ON THE ORIGINAL SUBDIVISION OF THE EAST HALF OF SECTION 3 (REF.(A) AND B <br /> IN STEEL RING UNDER WALL FOOTING.- - •' �� M) (2646.45' D E 2647.41' K o <br /> ( )()O ( )O �. _; (1900)). THIS RESULTS IN A LINE SUBSTANTIALLY PARALLEL WITH THE MONUMENTED EAST/WEST 1/4 1/4 SECTION LINE LINES OUND <br /> , S 89 09 41 E 2647.06(M)(2646)(A)(B) WITHIN THE EAST HALF OF SECTION J. <br /> S 89012' 11 E 342.97(M)- - - 1/4 1/4 SECTION LINE (A)(B)- - - - ' --� REFERENCES A B D AND <br /> THE CAL(342.91)(E) (343.54)(/) 03 -� m ,- ' ` • LINE OF THE(ST HALF OF SECTION J.TRANSA CARLCULA ACQUISITION <br /> DI Sl G�O DISTANCEPS WOULD WOULDWAY 99 SHOW A 0/STANCE OF 5280 f FOR THE WEST <br /> o NORTHEAST 114 SECTION 3 ( BE 5274.l f) <br /> (SEE DETAIL SHEET 6) zz- <br /> rr, ��� �I o <br /> co ��, SEE SHEET 5 FOR FURTHER DETAIL N. Z m N REFERENCE C) (1912 & 1916) AND A POST ACQUISITION CALTRANS MAP SURVEY SHOW/NG A "CALCULATED" SOUTH 1/4 CORNER FOR <br /> �. d: cfl c; z I N M, SECTION 3 f REF.(J)) SHOW THIS 0/STANCE TO BE 5291'±. <br /> o <br /> V-`0 z N. THE CENTER SECTION CORNER WAS ESTABLISHED BY THE COUNTY SURVEYOR IN HIS AUTHORIZED CAPACITY ON REFERENCE A AND <br /> r1z) <br /> (B) AND ITS POSITION HAS BEEN HELD AS AN ORIGINAL CORNER, AS IT SHOULD BE. HOWEVER THE POSITION WAS ESTABLISHED IN <br /> ;n rn�--�z co•N m O vERROR AS GLO PROCEDURES WERE NOT USED. THE CENTER SECTION CORNER WAS ESTABLISHED BY "STUBBING IN" BETWEEN THE <br /> ` NORTH AND SOUTH 114 CORNERS. THE 114 114 CORNERS WITHIN THE EAST HALF OF SECTION 3 ARE ESTABLISHED USING THE <br /> FOUND " O (�m''� `" •.m MEASURED DISTANCES SH / / <br /> 6 x6 CONCRETE MONUMENT o �„�I rn L4 5 W % .� n n OWN ON REFERENCE (A) (THE ORIGINAL SUBDIVISION OF THE EAST HALF OF SECTION 3), INSTEAD OF THE <br /> NO REFERENCE o,o ^ 3 Q o o CALCULATED GLO DISTANCES, WHERE PRORATION /S USED. THESE 1/4 1/4 SECTIONS HAVE BEEN BOUGHT AND SOLD AS PORTIONS <br /> W m,,� O OF THE GOVERNMENT 40 ACRE SUBDIVISION (SEE BOOK 178 OF OFFICIAL RECORDS, PAGE 319, SJ.C.R.). <br /> A <br /> o I �Clqo z o Q o ANOTHER POSSIBLE ERROR (NOT RESOLVED BY THIS SURVEY IS THE ALTER <br /> 91'46'37"(M) 9 TO 11 FEET SOUTH OF THE POSITION USED ON REFERS ) NATE POSITION OF THE SOUTH 1/4 CORNER AN ADDITIONAL <br /> N <br /> (91-44'20")(D)(l) ! REFERENCES (A), (B) AND (D). <br /> 8820'30"(M) •z O ANY EXCESS IN THE SOUTHEAST QUARTER OF SECTION 3, SHOULD THE SOUTH 1 4 CORNER BE EST <br /> CENTER CORNER SECTION 3 I (88'21'20-)(D) O ( / ESTABLISHED SOUTH OF THE CORNER <br /> „ ,I, SHOWN ON THIS MAP) SHOULD BE ADDED TO MOST SOUTHERLY PROPERTY SHOWN HEREON AS IT WAS NOT INCLUDED FOUND J IN CONCRETE HEADWALL l -- - - - - - • � DED WITHIN THE <br /> O ORIGINAL SUBDIVISION OF THE EAST HALF OF THE SECTION BY THE COUNTY SURVEYOR. <br /> N 89'09'50" W 2644.32'(M)(D)(E) (2644)(A) (2645.00)(x) (2645.95)(0) '�• ` <br /> -EAST 1/4 CORNER SECTION 3 <br /> i 91'40'43"(M) - <br /> FOUND 2" BRASS DISK <br /> " RE 9338 REFERENCES SEE SHEET 10) <br /> I (91'J84 0)()D IN MONUMENT WELL <br /> -FOUND 6"x6" CONCRETE MONUMENT ( <br /> NO REFERENCE � MONUMENT No. 271 (0) <br /> LEGEND - SEE SHEET <br /> --� T 1 D) <br /> PROJECTED 1/4 SECTION LINE USING FOUND MONUMENTS- - <br /> AT NORTHWEST AND SOUTHWEST CORNERS OF THE � I SOUTHEAST 114 SECT � SURVEYOR'S STATE <br /> NORTHEAST 1/4 OF SECTION 3. o°O ION 3 ,N � � <br /> STATEMENTS - (SEE SHEET 10) <br /> SEE SHEET 2 FOR FURTHER DETAIL <br /> CS <br /> r-, Doc N:m09-1 06452 <br /> Thu JulJ <br /> ul 16 15:24:30 PDT 2009 <br /> Page: 1 of 10 Fee: $35.00 <br /> FOUND 6"x6" CONCRETE MONUMENT (J) m co Kenneth W Blakemore <br /> 'LL' N San Joaquin County Recorders <br /> N V 00 , •p_ Paid BY: SHOWN ON DOCUMENT' <br /> 11 III <br /> "'CN , - -S 11'11'08" E 208.94 (M) (208.92)()) •m <br /> 3 L" - -FOUND 1" PIPE, TAG "CALIF DOT" (J) <br /> Amo o / <br /> cV <br /> co 9 <br /> ' O Q <br /> O Q) <br /> m ,N o .``' RECORDERS, STATEMENT: <br /> o� - s <br /> ` . <br /> _ FILED THIS DAY OF �`U 20 AT jq• . .M <br /> IN BOOK OF SURVEYS, AT PAGE�_ AT THE REQUEST OF NORTHSTAR ENGINEERING GROUP, INC. <br /> (91'45)(B) �' I FEE' <br /> (91'45'40)(0) (88'15)(A)(B) 400 200 0 400 800 <br /> %SOUTH 1/4 CORNER SECTION 3 PER (A)(B)(D) - - -, , 91 45 54 (M) 88'20'00"(M)(D) <br /> (SEE NOTE 1) N 89'10'33" W 2639.76'M ' , 2 SCALE:1' ' �' KENNETH W. BLA EMORE • <br /> (IN FREEWAY-NOTHING SET) - - -- _ _ _ =-= *_=-=__ __ - _ (2640)(A)(B)(C)(D) (2634.06)(G) (2634.16)(H) ( 3�. <br /> ASSESSOR-RECORDER-COUNTY CLERK <br /> � �\ N 8T31'39" W(R) •� S 88'5424" W 1511.48(M) <br /> (S 88'54'21" W 1511.30)()*) 10 11 �-SOUTHEAST CORNER SECTION 3 <br /> 89'22'16" W 2639.40)()) �` FOUND 2" BRASS DISK <br /> ' - -CALCULATED" 1/4 CORNER PER REF. -FOUND 1" PIPE, TAG "CALIF DOT" (J)()) RE 9338 EPUTY REC ER <br /> S 01'J5'17" E 9.01' FROM SECTION CORNER PER (A)(B)(D) IN MONUMENT WELL <br /> K. J08-597 Yosemite Square d wg ROS J08-597 ROS SHEET 1.d wg June 23, 2009 DD SHEET No. 59 MONUMENT No. 272 (0) SHEET 1 OF 10 SBEE2N <br />
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