|
STATEMENT OF PURPOSES
<br />THIS MAP IS BEING FILED PURSUANT TO OAA
<br />SECTION 8762 (b)(2)(4) AND (5) OF CENTERLINE ORS R ! - —�t�
<br />THE PROFESSIONAL LAND SURVEYORS' NMON. WP AFD. . WELL, STAMPED " BRASS DISC I"LS
<br />c7, �___,
<br />ACT pRC/ /� —� �• 6406 2010' PER C.R. 10-75. ryJ �.' S87°57'44"W
<br />c P 7� n ' ---------
<br />SEARCHED FOR C.O.S. 3.-6, C.O.S. MON. # 3S-7 — 0'.0 42' (RAD)
<br />F / 5.29 (M)d) _ 7 ,,
<br />FOUND NOTHING; PONT '2g o�n � /` `,� � -- .R-1.,0, 5.0� -�
<br />CALCULATED 'USING DATA OF g� 53'(E rr �\ �� 'j,
<br />` L=178.48' ^�
<br />C.O.S. 3S-5, 3S-6 & 3S-7 AS�- ""(B�' 655 �\ `S>• 3^
<br />SHOWN ON REF. (E); NOTHING -9.3215" �� d} 52 ` �'j� 39 J✓ \ FD. 1 " IRON PIPE PER (A) o o a
<br />SET -'' 06 E \ r %\` [IRON PIPE PER F o `n (6
<br />526518 ( \ 7—J— J J J / F�� >> �� \ / / TAGGED LS 4450 ER C.R. n � o
<br />� 19-05, N89'34'42"W 0.39' v ^
<br />� rD'. 1-1/2" IRON PTFE, I II II
<br />NO TAG PER (C) FROM CALTRANS R/W LINE -1 o
<br />2927.36(A) 2928.40'(F)
<br />S89'34'42"E 2927.54'(M)— . S87°17'02"W
<br />S7 rSJ N \ o l 1204.85 (M)(A) (F) • I (RAD)
<br />S SO
<br />464w O \ o \ SFN PER
<br />FD. RAILROAD SPIKE PER A ON 381.28' �_ A=0'07'17'" R=15075.03
<br />196g63�T/E)'CENTERLINE RUNWAY 29; FD. 3" N51'57'59"W \ (C) L=31.94'
<br />BRASS DISC N51 °57'59' W 0.66' (NO\
<br />-FD. 2.5" BRASS DISC \� RECORD) �\ 468.15'(M) 468.44(H) \ FD. 6"x6" CONC. zo m O C,
<br />IN MON. WELL PER 264.53'(M)(H)—SFN MONUMENT PER N
<br />28—S-138. C.O.S. \ \ ' PER (C) OFF TOP BROKEN o +, N (n (
<br />u w
<br />_ 0 N
<br />MON. # 3S-5 � 'S5„E
<br />\ 23'30, ZE
<br />( )
<br />\ FD. 6"x6" POST PER (C), WITH 1559'36 (M}(
<br />\\ 3/4” IRON PIN TAGGED RCE 8189U� DETAIL "A"
<br />\ N
<br />(NO RECORD)[PIPE PER (C)], FD. \'\ Z o n SCALE: 1" = 100'
<br />\ ANGLE IRON, N20'59'16"E 0.66, NO
<br />LEGENDS RECORD \ 1_ n o
<br />O SET 3/4"x30" IRON PIPE, TAGGED LS 6946 \ w l25-3-5 SFN PER D
<br />VIA
<br />• FOUND MONUMENT AS NOTED
<br />U.O.N. UNLESS OTHERWISE NOTED '
<br />FD FOUND \ /
<br />SFN SEARCHED, FOUND NOTHING\' ` S7334'13"W 40.56'(M)(D)'�- SFN PER (D) /
<br />(A) SEE REFERENCES THIS SHEET
<br />(M) MEASURED 3 5—S— J 12
<br />S. J. C. R. SAN JOAQUIN COUNTY RECORDS FD. 3/4" IRON PIN
<br />PER (D), NO TAG
<br />alp
<br />MOO If V grA
<br />OF PORTIONS OF SECTIONS 36 THRU 38, 49 AND 50,
<br />C.M. WEBER GRANT, AND SECTION 5, TOWNSHIP l
<br />SOUTH, RANGE 7 EAST, MOUNT DIABLO MERIDIAN.
<br />COUNTY OF SAN .JOAOUIN, STATE OF CALIFORNIA
<br />,.IULY, 2079
<br />�ORTHSTAR ENGINEERING GROUP, INC.
<br />620 12th Street, Modesto, CA 95354
<br />(209) 524-3525
<br />SURVEYOR'S STATEMENTS
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR
<br />UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF
<br />JOSEPH P. JACKSON IN APRIL, 2019.
<br />LAN
<br />DATED THIS �H DAY OF' _ CI et7t.Cr 2017 . CGROENEWOU
<br />RIEN GROENEWOUD, P.L.S. 6946
<br />Ewe
<br />COUNTY SURVEYOR'S STATEMENTS
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT AND I HEREBY CERTIFY THAT THIS MAP
<br />COMPLIES WITH ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND WITH ALL
<br />APPLICABLE LOCAL ORDINANCES ENACTED PURSUANT THERETO (BECAUSE NO
<br />DIVISION OF LAND IS HEREBY MADE).
<br />DATED THIS l DAY OF i T).,i117i— 20 LAIC
<br />>f
<br />)%�, B.O.B. BASIS OF BEARINGS s � 88°20'14"(M)(D)�r /llCE,dSE.
<br />—S— RECORD OF SURVEY, BOOK & PAGE '` ® "C� l� i �rl \ 110. 36y Cc
<br />'s Q S=y % -tel i
<br />INST. INSTRUMENT \9- ,, �j �° ,
<br />C.O.S. CITY OF STOCKTON JAMES E. HART, L.S. 8657
<br />Calc. CALCULATED FROM RECORD \u�R J J J W COUNTY SURVEYOR OF Cn�\�
<br />C.R. CORNER RECORD, SAN JOAQUIN COUNTY SURVEYOR'S RECORDS 0
<br />MON MONUMENT p6, 4q RECORDER"S /STATEMENTS
<br />R/W RIGHT—OF—WAY �59• T SFN PER (A)(D) Z FILED THIS r� %l DAY OF ALICry- 201 Ci AT i 1<�M. IN
<br />SCK AIRPORT CODE CENTERLINE RUNWAY 29 _�9 w '� '
<br />91'14'44"(M)(D) BOOK ✓ ! OF SURVEYS, AT PAGE y J AT THE REQUEST OF NORTHSTAR
<br />HAD RADIAL BEARING STOCKTON MUNICIPAL \ o p)
<br />PROJECT BOUNDARY AIRPORT (SCK) 1411.Doc N: 2019
<br />f 28 ( i'" -•094567
<br />\ 36'(M) , p� ENGINEERING GROUP, INC. 08/29/2019 02:19:18 PM
<br />CENT---
<br />SECTION LINE \ \ 1h11.N73p911"E C! C GC> Steve .ii. Beieuiaeides5.90
<br />p) FEE: $ > J San Joaquin County Recorders
<br />EXISTING LOT LINE \ FD. 3/4" IRON PIN PER p1 63'( ^ Z -- Paid By: SHOWN ON yOOC9�UPMEN i
<br />(A)(D), NO TAC (TAGGED 8 (A) 5 `
<br />RCE 11699 PER (A)(D)] g0�(501-D 1 43'(F)'
<br />FD. 1-1/4" IRON 501•pA) 281
<br />FENCE POST PER (B), \ 2411 31' , / 7 • V Z 7Ji +psi± BY. / , t , l ra ✓t3 i J ✓\
<br />NO TAG, N1T18'43"W 58'F- STEVE J. BESTOLARIDES ASSISTANT/DEPUTY RECORDER
<br />0.67'(M)(B) FROM N223 FD. 1" IRON PIPE PER Q g ASSESSOR,—RECORDER—
<br />TRUE POSITION \, (A)(D), NO TAG COUNTY CLERK
<br />S71 °39'05"W 3.65'(M)(A) a REFERENCES&
<br />FD. 1/2" REBAR W/CAP (NO— 2g"E _ - \ a
<br />\ STAMP), 1.12' NORTH OF N7333_ M) \ O A RECORD OF SURVEY, BOOK 35, PAGE 172, S.J.C.R.
<br />LINE PER (B) & N04°34'30"W 1150.66((\) w (B)) RECORD OF SURVEY, BOOK 35, PAGE 39, S.J.C.R.
<br />1.15 FROM rzu POSITION E 1150 \ (C) RECORD OF SURVEY, BOOK 25, PAGE 5, S. J. C. R.
<br />TR F6 p5 .'' 1_\ A=2'07'01 "(M)
<br />RECORD OF SURVEY, BOOK 28, PAGE 114, S. J. C. R.
<br />r�.ON, 1 \ N22 22'(M)(g) ` 2'06'53"(A) a o (D) RECORD OF SURVEY, BOOK 33, PAGE 20, S.J.C.R.
<br />\ \ sr"A \ \ 11 / 9' , 1 \ R=15075.03'(M) o (F) RECORD OF SURVEY, BOOK 14, PAGE 25, S.J.C.R.
<br />\ y \ \ l 15076.00'(A) z (G) CALTRANS MAP #SJ-099_PM_12.65_40130_05, ON FILE
<br />L=556.99'(M) WITH CALTRANS OFFICE, DISTRICT 10, STOCKTON CA. [GRID]
<br />\ \ \ SFN °', FD. 1 "' BRASS DISC PER y 1
<br />PER (B MONS ° m (A) ON CENTERLINE 556. �'(A)
<br />MON — RUNWAY 29
<br />y \
<br />3400.7
<br />` 00 29'(M) 179 56,43„(B) Rsx� 'sem
<br />\ E O N N FD. 1” IRON PIPE PER (A)
<br />\ N22°52 h6 0 (IRON PIPE PER (F")], 4=0'40'42"
<br />C.R.\ TAGGED LS 4450 PER j
<br />R_-15075.03'- g.
<br />r 19 —05, N89°34'42"W 0.39' L=178.48'
<br />FD. 3-1/2" BRASS CAP SET IN
<br />A\CONCRETE, STAMPED "CA2-64
<br />SCALE: 1" = 600' 90 1952" PER (B), (7.37'(B) FROM
<br />� OLD 100' R/W LINE PER (B]
<br />(D.D. SHEET NO. 35)
<br />K! \J19-2333 SCK - Parimatar Fence\dwg\Mapping\ROS-LLA\19-2333 ROS.dwg �
<br />3:5—S-3JJ
<br />CURVE TABLE
<br />URV_ DELTA
<br />RADIUS LENGTH
<br />C' 0'07'17"
<br />15075.03' 31.94'
<br />PER (F)]
<br />15076.0' 31.68'
<br />SFN PER (A)(B)
<br />FROM CAL TRANS R/'W LINE
<br />S89'34'42"E 2927.54'(M) 2927
<br />T'^1408.20'(M) 71408.01'(A) -
<br />J14. 49'(M)(B)-I
<br />314.50'(A)
<br />I
<br />(M) I
<br />(F) '
<br />' I
<br />NORTH LINE SEC. 5
<br />& WEBER GRANT
<br />LINE
<br />FD. 3/4" IRON PIPE PER (A)
<br />[1 " IRON PIPE PER (B) &
<br />C.R. 19-05], TAGGED LS
<br />4450 PER C.R. 19-05
<br />III
<br />2928.40'(F) I
<br />\ 1204.85'(M)(A)(F)
<br />6 sib..
<br />xS- F
<br />�'9J 4S
<br />x3� J6 RS
<br />(H) INSTRUMENT No.
<br />86090608,
<br />FD. & ACCEPTED 3/4" REBAR,
<br />TAGGED RCE 15831
<br />_
<br />(NO RECORD); [CONCRETE MONUMENT
<br />PER (F)]
<br />SEE DETAIL 'A'
<br />BASIS OF BEARINGS.
<br />—R=15075.03'(M)
<br />A COURSE OF NORTH 69°32'15" EAST BETWEEN CITY OF
<br />T`A=2'55'00"(M)(A)
<br />STOCKTON MONUMENTS 3S-5 AND 3S-7, AS
<br />15076.00'(A)
<br />CALCULATED FROM, COORDINATES SHOWN IN BOOK 33
<br />L=767.41'(M) 767.45'(A)
<br />OF SURVEYS, AT PAGE 20, S.J.C.R., WAS USED AS A
<br />j_ FD. 6"x6" GONG. MONUMENT
<br />BASIS FOR ALL BEARINGS SHOWN ON THIS MAP.
<br />PER (F), TOP BROKEN OFF
<br />DISTANCES SHOWN ARE GROUND DISTANCES. MULTIPLY
<br />GROUND DISTANCES BY A COMBINED SCALE FACTOR OF
<br />- — NO2'50'15"W 855.45'(M)
<br />0.99993287 TO OBTAIN GRID DISTANCES.
<br />855.23'(A) 855.32'(F)
<br />855.56'(G)
<br />FD. 1" IRON PIPE PER (A)(F) (1-1/2"
<br />IRON PIPE PER (G)], NO TAG, IN DITCH
<br />I
<br />�S54°21'48"E 0.05'(M)(G) FROM
<br />TRUE POSITION [0.8' EAST PER (A)]; FD. 1/2"
<br />IRON PIN, NO TAG, NO RECORD
<br />N22'23'31 "E 3.27' FROM TRUE POSITION SHEET 1 OF 1
<br />3f - i37
<br />
|