RECORD OF SURVEY 37-142 - Laserfiche WebLink

Home Browse Search

q1 It0 0 --1 00 r1q N") 4 (2641 -96')(R40) (S89-30'35"E 5283.92')(R40) \ �-+ \ Ln 2642.10 N89*03'20"W 5284.20' 10 il- KILE ROAD (2641 -96')(R40) - - - - - - 1 2642.10' ,�\ 130 A 14 665.54' - - - - 7 - 11 12 cI-1321 .05 14 7ti3 1 < \ -9Q q-- I 321 .05 (OA) [F] 14 THE CENTERLINE OF RAILROAD S.F.N. NI/4 CORNER < N89*03'20"W v*, I TRACKS WAS USED TO ESTABLISH 1-ij >- I FD. MAG NAIL WASHER [G] L-i C) 452.40'(BNDY) 65 (R40)=50' (842)+15 (843) RAILROAD RIGHT-OF-WAY I-- i STAMPED L.S. 7889 (R40) FD. 1 -1/2" HEX HEAD BOLT LLJ Cn M 50' W.I.D BEARS S88'54'32"E 21 .11 ' (AXLE)(R40) Lij �7 0 (R44)(R45)(R46) Cn 0 1-- [AL] u 65'(840) III FD. PIN WITH 2" WASHER, NO TAG �w- -Ln Cn 50'(R42) \CP. 1� +1 5'(R 43) \�). 1 .11- 1 (3/4" X 9" PIN WITH WELDED 00 C) vj 0 WASHER)(R27) BEARS S46-38'09"E 0.0 4' co Cp- I W CD V� \0� 50' M \L- 00 [A M] Ln Ln 58.49 AC..± 0 FD. PIN WITH 2" WASHER, NO TAG CP t- 0-) 0 Z7- \,> I 11� 0 (3/4" X 9" PIN WITH WELDED cc Cp \ , WASHER)(R27) BEARS N463809W 0.18' OL 0 0 0 cp\ - ' " mLn On L0 V (10 [A N] 1000 00 0 70- N Ln N FD. PIN WITH 2" WASHER, NO TAG co C6 Lo -0c) - C-4 I N BARBED WIRE 5z (3/4" X 9" PIN WITH WELDED r1r) FENCE 0.9' EAST �.85\' 54.85 V 13: up (-0 �- -�o o QO 3: WASHER)(R27) BEARS N28'40'55"W 0.02' (-0 0-) 01 (D -[A R] N00*29'1 1 "W 38.66' Ld Ln Lo N r-r) \-� 70 9 FID- 5/8" REBAR WITH CAP L.S. 7889 CN [A 0] 0 I--- (3/4" IRON ROD CAPPED & STAMPED < FD. 1 -1/4" IRON PIPE WITH CAP TAGGED "CAL DIV OF HWY" �N 0 0 T-- 0 0-) L.S. 7889)(R40)1 (D BEARS N38*57'21 "W 0.30' 00 40' 7-128.88' �7 0 128.88' (1 " I.D. IRON PIPE & CAP)(R27) co 0-) 00 0 T- THE CENTERLINE OF RAILROAD I CnI, N23°18'49"W 32.90' r�- [AP] I-- Ln 0 N89°04 30 W 249.79' "D DETAIL TRACKS WAS USED TO ESTABLISH 0 FD. PIN WITH 2" WASHER, NO TAG 0 (WES N89*04'30"W 5,49' 0 TERLY 265') \(R3) Z � RAILROAD RIGHT-OF-WAY Ln SCALE: 111-1001 (3/4" X 9" PIN WITH WELDED - 0 \.,,,N23*18'49p'W 1134,45' 3: - - I b WASHER)(R27) BEARS S28'40'55"E 0.43' PELTIER 14 [Q] 71 ,28' 0 1 NOO'29'1 1 "W 776.73P N23'18'49"W 851 .78'(BNDY) LO N89-04' Ln 'WA54 83' 76.77' N23°18'49"W 993.12' [A Q] ROAD 23 3 P N23°18'49"W 32.90' [A Q] r) - - - - - - I - L23 (�-8 2.95 A C.± 50'(R40)(R42) SEE DETAIL D FD. PIN WITH 2" WASHER, NO TAG 50'(R40)(R42) (3/4" X 9" PIN WITH WELDED ON THIS SHEETI D 1.9c YY (N06"04'31 "W 310.98' :7 WASHER)(R27) BEARS SOO-31 '25"E 3.04' N06004'29"W 311 .00')(R27) 54.85' N89902'27"W I 5292,80'(OA) DETAIL 5 0' W.I.D. 54.85' 1 FD. 5/8" REBAR SCALE: 1 100 (R44)(R45)(R46) 16.45' 1325.73'/ 1 S.F.N., S E I b/b REBAR WITH CAP WITH CAP L.S. 7889 16 4 1325.73' 869 0 "Alm STAMPED L.S. 7944 1320 58' 0.1 V SOUTH o N 14°00'32"W 292.99 (N14°00'34"W 292.99')�R27) [K] [j] (N22-41 '19"W 354.06 )(R27) BARBED WIRE N89*02'27"W 2641 .33' 0) -- 50' FENCE 1 .3' EAST N89'02'27"W 3510.35'(BNDY) OC) 0 N22*41 '17 W 354.06 N89*02:27" W.1.D. 00 t- 3.0' SOUTH ry R=2000.09' 330.56 N89*02'27"W IQ] C� 28*09'30" FD, 5/8" REBAR WITH CAP L.S. 7889(R40) 6, I ,(R=2000 65'= 50'(R42)+15'1(R43) -09') 330.56' FD. 1/4" DIA. HEAD 00 L=982.96 28*04'51 65' (3/4" IRON ROD CAPPED STAMPED L.S. 7889)(R40) CO BARBED WIRE 0.8' BELOW AC L=980.25' (827) 50'(R42) FENCE 0.7' EAST (2x2 & SPREADERS)(R20) 40 /3 +15'(R43) u JAPI (SPIKE)(R26) N23°18'49"W 2433.18 o ( ��' ��° ?11� 20.448 AC.,± (5/8" REBAR TAGGED L.S. 4222 IN MON WELL)(R33) \CA° 1 0 5 0' W.I.D. (3/4 IRON ROD TAGGED L.S. 7889 IN MON WELL)(R40) LJ j\ ry (R 4 4)(R 4 5)(R 4 6) 0 ry (2"x2" HUB&TACK OVER 1 IRON PIN)(F.B. 500A PAGE 64) 0 < -00 M L-Li 1-1-0 06 R=1960.09 -Cp - 0 -Z, -;�. \ \ - I I 't FD. 5/8" REBAR IN MON WELL 1�- 00 [A 0] 17-57'10 QO QO INN 0.95' BELOW AC 00 C) (L=61 4.17' ')(R27) U-1. 1-0, QO QO (NAIL & SHINER)(R20) Ln a- r4,.) QO R-19 60.09' 00 0 Ni [AN] BARBED WIRE LO n Q0 (HUB)(R21 ) 17'57'14" .... C� < N FENCE 0.7' LO 00 L=61 4,20' (5/8" REBAR TAGGED L.S. 4222 IN MON WELL)(R33) `� = 1 \ LAST 13t 79.29 AC. 152�- LO QO LO 0 [AR] ry 0 LLJ R=2000.09 FD. REBAR WITH CAP STAMPED L.S. 7889 UNDER WATER 0:z U-) C14 61 z -I- 01 17*57'14" BEARS N87'26'44"W 16.86' FROM BNDY 0 0 L=626.74' ZD ry 07,1 100 (3/4" IRON ROD CAPPED & STAMPED L.S. 7889)(840) 0 z /R=2000.09' 5' �r z Z o :z [A M] 6.6 rA I z �- 17'57'10" 0-> �P> R=1540.07' iAl \ 0 Q=626.70' )(R27) 25°53'13" 0 BARBED WIRE 0 200 400 800 1 Sc�s 0 L=695.82' 1�;* FENCE 0.8' EAST 158.27 AC.. 65'-50P(R42)+1 5'(R43) 50' W.I.D. SCALE:1 "=400' 0� C� t- 4 o-) (R44)(R45)(R46) 1 [ALI 3: 65' RECORD OF SURVEY I [p] SEE DETAIL C (N LLJ 50'(R42) N-) ON THIS SHEET FD. 5/8" REBAR(R40) R=1500.07' +1 5'(R43 THOMPSON AND FOLGER - EAST (HUB)(R26)(R29) 29*07'37" t- L0 L=762.58' NOO*35'1 6"W BEING A PORTION OF THE SOUTH 1/2 OF SECTIONS 13 AND 14, (2"X2" WOOD HUB)(R33) N 69*15'04"E (UR) 123.66' A PORTION OF THE NORTHWEST 1/4 OF SECTION 14, AND A PORTION 54.83'\ 01� OF THE NORTH 1/2 OF SECTION 23, T. 4 N.) R. 5 E., AND A PORTION OF 16 4- 1330.53'(R3 401 .06' z1330.54'(R 3 3) 1 71 .28 PEL TIER R OA D 3o' 60' [R] THE SOUTHWEST 1/4 OF SECTION 18, T. 4 N., R. 6 E., M.D.M. S.F.N. 2390.52' 14 COUNTY OF SAN OA LIN STATE OF CALIFORNIA 2 3 N88*58'o4"W 2661 .07'(OA) 810.92 L 2 1 �t N89*04'30"W 2640.31 ' (EAST 40.12 CH R1 N88'58 .1 , (N89"16'E 2839.41 )(R20)SEE DETAIL "B" 04"W 50.4 (S89'20'25"E 2660.,50')(R26) 06 0 30' ON SHEET 2 rq� - (N89*04'38"W 2640.3l ')(R33) (N88058'10"W 2661 .07')(R33) -00 (N89'31 '42"W 2640,38')(R40) JULY 2011 (N89'25'20"W 2661 .13 )(R40) T Q0 (2639.5')(F.B. 59 PAGE 70) Zn rri W- 000 4q00GMR2& CO CN (2639.87')(F.B. 360 PAGE 52) DEVELOPING o INNOVATIVE * DESIGN o SOLUTIONS Zc-- SEE SHALT 1 FOR BASIS OF 3301 C St., Bldg. 100-8 Tel 916.341.7760 Sheet 3 of 6 BEARINGS, �L�[� nHEET 4 Sacramento, CA 95816 Fax 916.341.7767 -22)9 8.0 0 2 E LEGEND, NOTES AND REFERENCES.