Laserfiche WebLink
sl <br /> IBM mmawalmm <br /> >: SEE SHLLI 4 T R)A_ff IN a-, <br /> rj <br /> n ' - -1-1 <br /> c_5 T RA C-1 3063' U 290j ( K) 1 Q0 <br /> 2 9 85_ I <br /> 415 414 413 412 411 41 C14 CD <br /> - 1 �? <br /> C14 w �tl- <br /> Z �' 2 zt 6 2117 24 8 1 2 Z11, 9 1 2 `0 '109 <br /> CD <br /> _T_ r4 <br /> r=4 :c U-) <br /> CN <br /> ole _. _ _ _ _ _ <br /> N89035'39" 339.67' <br /> C? <br /> 00 <br /> SAPPORO AVENUE 60 <br /> Cj 00 mrd- <br /> n S-4 00 <br /> uj N89r3539'W_1L9.63' M-M C"i -1 - N89035'39"W 449.44' M-M SAFFORD AVENUE <br /> - AW35 9L* 2�_6-00'_W_M_ - . 0 <br /> _f4_8001F�j - 200.00' M-PL C-44 - <br /> m (48.00') <br /> O ­�I CD 6.00' PL-M <br /> 00 00 C? <br /> 00 co <br /> CN <br /> N89035'39"W 91.60' N89635'39"W 152.00' N89035'39"W 6.00' BNDY. <br /> 00 <br /> 42.00'_ . 58.00' OL T- ------ --- ------ <br /> CD <br /> C�) <br /> 'Z 10' PUE T- T R -T 1 )� - <br /> 1 N44035'39W b 10, PUJ - _ _ _ _ - -F T 'A( <br /> 28-00' 28.00' 32, 32' <br /> CD CD 2985 ( m L--) <br /> C6 CD a-Ljj >- <br /> 416 Nt TRAC/T 1\19 , 1-306"3 ( L) c g I <br /> Q� TRACT No, 2985 (K) I <br /> 10' PUE tL1j tw I"-4-�b��As 1 2�D I I cr:)2 2 5 2 1 2 5 3 N89035'39"WN89"35'39"W 111.52' 6 1 1 L J4 2 :)3 2 5 6 1 II_ I <br /> 0' 25' 50' 100, 1- C"i I I 'I '10 :2 04 50 257 <br /> co ;Z�_ <br /> CD <br /> 449 "" 450 451 ® 101 .50' BNDY <br /> 0 6 C-) b cm" I <br /> CD CD C:) q ,I*-EX. 10' PUE (K) <br /> CD f '�" <br /> c� ;4- L a- 6' SE Lo <br /> c) cy) <br /> r- " w N89035'39"W 531 .44' BN I <br /> 417 L DY. "t, c�I JE ;0 <br /> ul) 00 c� <br /> 437 00 <br /> 58.00' 58.00, 58.00' 58,00, 58.00 58.00, 58.0'0' Lf) CD <br /> N89035'39"W TQ 58.00' 58.00' 32-00' 32.00' 10' PUE CD <br /> CN <br /> N89035'39"W 111.45' CD <br /> I ca c� c' 2 13 <br /> R=50' C?_ c� �D 10' PUEk-/- LLJ I N89*35'39"W 101.50' <br /> c <br /> z__ CD c? c� c� C? CIO <br /> C) CD C) CD CD CD CD <br /> CD C-5 1 cs' -cn CD C�� CD C) CD Uj <br /> 2 70 5 7'10" C�) CD C> <br /> w <br /> 6 418 L=24.39- 00 u") W 440 439 438 c.4 <br /> 0 m 0 CD 28.001 cl.� <br /> f D cr, 61 448 447 to 446 -j 442 �o 441 <br /> o6 N61038'29"W(R) 445 t-I 444 �w_ 443 Z 0. <br /> CD <br /> -'r Ln I CN C_j 001 CD <br /> HN, 91023702 cr-) ;t ;t 436 <br /> A=12'34'28" �t 'j- u <br /> C"i CN C"i C,�j CN CC) <br /> o C14 CN L'04 <br /> CD 0 0 <br /> L=15.36' b CD b C) <br /> CD CD b CD <br /> C) CD C�' CD CD <br /> 0 <br /> ;M>:-;,-r3� <br /> C-^) <br /> PUE <br /> _W 101.50' C:) <br /> rn <br /> N89 35'39"W 99.88�, c'� 28.00' 10' PUE:- JC6 N89035'39 p") <br /> 10, UE 32 00' C14 C-� C-q <br /> 41 C) F -58-07 1 4_4' <br /> 58.00, 5F00' -- <br /> CD 42.00' 58.00' 58.00'58.00' - 5�-W - <br /> IN 7 V 12'5 14(R) -I 'I --j F c" <br /> 324 <br /> 00 N39`35'39"W 605.44' C? CD <br /> I bI <br /> t'j 1 00 CD C) uj <br /> \c-I] co CD "n "61 C6 2 <br /> C4 435 ED <br /> 48.00') 06 CN tn Ln <br /> -M `4� 52 00'� - 1 <br /> 419 N8935'39"W 705.44' 'M 0 <br /> (84.25) <br /> C�l NIS CD 101.50' <br /> N89-35-39"W <br /> C6 COMPTON PLACE C)i <br /> 06 CCN <br /> N89035'39"W 569.19' o <br /> 1d) c� :m (=) CD L) <br /> 26, 00 1 CD I c:) <br /> 24.19' 56 00'_ 56.00, 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' 56.00' 41.00' <br /> B. <br /> - - - - - - -- - -- - - - -- - - -- - --- -- - <br /> A-: <br /> PUE 1�fU008'23�4 -10' PUE 00 <br /> F__ 32.00' 1 434 00 <br /> c) 10' PUE -7 cn U_') Ln <br /> L=5,2.71 bo 00 <br /> (D <br /> CD �D CD <br /> (Z:) U-) CD C) 325 <br /> N89035'39"W 101.50, <br /> Lu <br /> 420 L�j CO 11 Lf)c,",J uj W L�j uj w L'i w nj - <br /> A Ln �0_ <br /> o <br /> &"j <br /> N ��o 421 ff-)i ;4- <br /> ;zr r__ cl-i 423 �CNJ 424 425 429 430 431 432 <br /> lo C'*Ii 426 427 4 12 0 - ;j <br /> I CN C-1.1cli c"i C"i <br /> 90 CD o <br /> 1"422-CD CD CD CD CD <br /> ZI CD CD CD C) CD CD C) C) <br /> :Z Z1 433 (D <br /> 10' PUE-*t_ c? 10' PUE <br /> A- 86.97 103.13' 57,50'-. 1, 56.00' 56.00' 56.00', 56.00' 56.00' 56.00' 56.00' 56.00.'-_- 56.00' 61-00, 1 1) 32.00' 101.50' 326 <br /> 3/4� IRON PIPE N89037'46"W 978.10' BNDY. 32.00',n <br /> FOUND T 2 P OM " 0 N89*37'44'W 982,57' M-M PER(N) <br /> L 0 T o W/LS 6013 PER (N) L 0 D FOUND 3/4' IRON PIPE <br /> I.N, 91023702 w/LS 6013 PER2002 <br /> 6 R,5LEGEND COUNTY SURVEYORS OPINION: DESTROYED JAN,, 1 <br /> p 0 m Dr, 0 RESET JAN., 2002 w/PLS 5859 70 <br /> 0 FOUND 3/4' IRON PIPE W/P,L,S. 5859 PER (K), (A) REFERENCE TO RECORD INFORMATION THE COUNTY SURVEYOR BELIEVES: NOTE, <br /> UNLESS NOTED OTHERWISE 'CENTERLINE 1. THAT THE HARROW TOOTH &WASHER SET TO REPRESENT THE EAST '/, SECTION <br /> SEE SHEET 2 FOR NOTES & REFERENCES. <br /> CORNER IN JULY, 1962 (11 R.S. 241) WAS SET EQUIDISTANT AND ON A STRAIGHT <br /> FOUND MONUMENT, AS DESCRIBED I.N. INSTRUMENT NUMBER, S.J,C,R. LINE BETWEEN SECTION CORNERS AS 11 R.S. 241 INDICATES, <br /> 0 SET 3/4' IRON PIPE, 18' LONG, M-M COURSE BETWEEN MONUMENTS 2. THAT THIS LOCATION IS CONSISTENT WITH THE LOCATION SHOWN ON 5 R.S. 304 <br /> W/TAG P,L.S, 5859 (JUNE, 1943); <br /> 0 3/4' IRON PIPE W/P,L.S, 5859, TO BE M-PL COURSE BETWEEN MONUMENT & <br /> THE PROPERTY LINE 3. THAT THE COUNTY SURVEY CREW FOUND SAID HARROW TOOTH & WASHER AND <br /> SET PER (M), UNLESS NOTED OTHERWISE REPLACED IT WITH A 1" IRON PIN TAGGED LS 2239 (COUNTY SURVEYOR) AS <br /> @ SET STANDARD CITY OF TRACY STREET MONUMENT M. & P. MAPS AND PLATS, S,J,C,R, REFERENCED IN CO. FIELD BOOK 546 AT PAGE 65 IN MAY, 1967-1 TRACT NO. 3109 <br /> IN MONUMENT WELL.) 2-1/2' BRASS DISK N.T,S, NOT TO SCALE 4. THAT THE COUNTY SURVEY CREW FOUND THIS SAME IRON PIN AS REFERENCED IN <br /> STAMPED P.L.S. 5859 O,R, OFFICIAL RECORD, S.J.C.R, CO. FIELD BOOK 662 AT PAGE 14 IN AUGUST, 1977 AND NOTED SAID MONUMENT SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> STANDARD CITY OF TRACY STREET MONUMENT WAS 0.4'± WEST OF A STRAIGHT LINE BETWEEN EXISTING SECTION CORNER <br /> IN MONUMENT WELD 2-1/2' BRASS DISK P.M. PARCEL MAP, S,J,C,R. MONUMENTS AND 0.18' NORTH OF A POINT BEING EQUIDISTANT FROM THE PRESIDIO PUD - UNIT No. 2B <br /> STAMPED P,L,S, 5859, TO BE SET PER (K) P.U,E. PUBLIC UTILITY EASEMENT SECTION CORNER MONUMENTS. A SUBDIVISION OF PARCELS 'R' & 'S' OF TRACT No. 2985, <br /> UNLESS NOTED OTHERWISE 5. THAT THIS SAME IRON PIN WAS FOUND AND ACCEPTED ON 16 R.S. 150, 19 R.S. 1, 9 <br /> FOUND CITY OF TRACY STANDARD GPS (R) RADIAL BEARING P.M. 146, 13 P.M. 262, 29M.&P. 29, 29 M.&P. 30, 30M,&P, 34, 19 P.M. 36&31 M.&P. 79; PRESIDIO PUD - UNIT No. 1A, AS FILED IN 36 M.&P. 20, S.J.C.R., <br /> MONUMENT (PER 30 R,S,18) AS NOTED R.S. RECORD OF SURVEY, S,J,C,R. 6. THAT SAID 1" IRON PIN TAGGED LS 2239 WAS FOUND, REFERENCED AND AND BEING PORTIONS OF GOVERNMENT LOTS 1 AND 2 <br /> D:-- ANGLE POINT REPLACED WITH A 2 '/" BRASS DISK STAMPED LS 5956 AS SHOWN ON CORNER OF THE N.W. 1 /4 OF SECTION 30, <br /> S,E. PROPOSED SLOPE EASEMENT (PRIVATE) RECORD 92-004 (SEPT., 1992); TOWNSHIP 2 SOUTH, RANGE 5 EAST, M.D.B. & M., <br /> EXTERIOR BOUNDARY LINES (SEE NOTE No, 5 ON SHEET 1) 7. THAT THIS SAME 21/2' BRASS DISK STAMPED LS 5956 WAS FOUND AND ACCEPTED <br /> ON 21 P.M. 37, 34 M.&P. 20, 34 R.S. 81, 34 M.&P. 73 AND 35 M.&.P. 22 AND CONTINUES <br /> STREET CENTERLINE S.J,C.R. SAN JOAQUIN COUNTY RECORDS TO BE ACCEPTED 3Y OTHER SURVEYORS WHO HAVE PROJECTS IN FOR REVIEW CITY OF TRACY, <br /> SECTION LINE SNF SEARCHED, NOTHING FOUND BY THE COUNTY SURVEYOR FOR TECHNICAL ACCURACY. SAN JOAQUIN COUNTY, CALIFORNIA <br /> 8. THAT TO NOT ACCEPT THE 2 '12" BRASS DISK AS REPRESENTING THE EAST Y4 <br /> EASEMENT LINE, AS NOTED W.C. WITNESS CORNER SECTION CORNER WOULD CAUSE DISCREPANCIES IN THE MONUMENTED mi-I <br /> ALIGNMENT OF CORRAL HOLLOW [ROAD FOR THE FULL ONE MILE BETWEEN MACKAY& SOMPS' <br /> SECTION CORNERS, CIVIL ENGINEERING - LAND PLANNING - LAND SURVEYING <br /> RELINQUISHMENT OF ACCESS RIGHTS W,S.I,D, WEST SIDE IRRIGATION DISTRICT PLEASANTON, CA (925) 225-0690 <br /> G.L.O. GOVERNMENT LAND OFFICE 9. THAT TO NOT ACCEPT THE 21/2" BRASS DISK ALSO CAUSES DISCREPANCIES IN THE JANUARY, 2002 <br /> EAST-WEST QUARTER SECTION LINE, NOT ONLY IN SECTION 30, BUT ALSO IN <br /> 3-18-2002 fci PA19087\u2b-3I09\f P)05 dwg (D,D, SHEET NO. 53D) SECTION 29(FOR A MILE BOTH EAST AND WEST OF CORRAL HOLLOW ROAD) SHEET 5 OF 5 JOB 419087-2B <br /> ---------- <br /> • <br /> 3 <br /> -Iw 20 <br />