RECORD OF SURVEY 33-025 - Laserfiche WebLink

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_LINE TABLE CURVE TABLE RECOPTO %mw. L1 S89.35'16"E 131.16'(M) L13 N0.24'44"E 20.07'(M) 20.00'(R8) -DEL -LE CORD LOT LINE ADJUSTMENT L2 S0.24'44"W 190.00'(M) L14 S82025'16"E 30.30'(C) 30.22'(R8) Cl 39.16'05" 100.00' 68.54' N85.20'34"W 67.20' L3 S89.J5'160E 100.1O'(M) 100.00'(R4) L15 S89.35'160E 83.06'(M)(R8) C2 57055'25" 30.00' 30.33' N36044'49"W 29.05' A PORTION OF THE NORTHEAST QUARTER OF SECTION 28, T. 2 S., R. 5 E., M.D.B.&.M., L4 S5.13'32"W 20.14'(M) L16 S89.35'16"E 165.5 1'(M) C3 9031'4Z 980.50' 163.06' N73.01'40"W 162.87' CITY OF TRACY, SAN JOAQ UI N COUNTY, CALIFORNIA L5 SO 024'44"W 241.14'(M) L17 S89 035'160 E 129.00'(C)(R9) C4 78.12'15" 25.00' 34. 12' N38°41'23"W 31.54' L6 NO 24 44 E 179.82'(M) L18 SO 24 44 W 161.09'(C) 161.08 (R8) C5 16023'520 90.00 25.76 N8 36 40"E 25.67 L7 N16.48360E 10.15'(M) L19 S0024'44"W 181.84'(C) 781.81'(R9) C6 16023'52" 110.00' 31.48' N8036'40"E 31.37' TRIPLE "E" ENGINEERING & SURVEYING CO. L8 NOo 24+44w E 86.17#(M) L20 NOo 24 44w r + + e E 158.05 (M)(R8) C7 90000'00' 20.00 31.42 N45 24 44w •E 28.28 71 EAST 10TH STREET, TRACY, CALIFORNIA 95376 r • (209) 835-2192 L9 S89.35'160E 150.16'(C) 150.00'(R4) L21 N0.24'44"E 136.34'(C) 136.42'(R8) C8 5003'15" 982.00' 86.62' N77031'53"W 86.60' L10 SO.24'440W 200.00'(C)(R4) L22 N75000'160W 29.38'(M)(R8) C9 15.5739" 483.88' 134.79' N82059'05"W 134.36' 111 N89035'l 6"W 150.16'(M) 150.00'(R4) L23 N75.00'16"W 33.1 1'(C) 32.95'(R8) C 1 O 15.31'06" 483.88' 131.06' N81"16'32"E 130.66' L12 N0024'44"E 200.00'(C)(R4) L24 N64053'44"E 63.37'(C) 63.28'(R6) C11 8°37'15" 483.88' 72.80' N69.1222"E 72.74' FOUND PK NAIL IN L25 N0024'44"E 180.00'(M)(R1) CONCRETE IN MONUMENT LL AT QUARTER CTION CORNER (R6) D Al S SHEET 3 FOUND 5/8" IRON PIN R.S. 30-122 4 EE IN MONUMENT WELL AT • SECTION CORNER (R6) J\SE S 89.35'16" E 2642.76'(M)(R6) ----,, S 21 S 22 1319.88'(C) _ ►� 543.99'(C) ELEVENTH STREET 778.89'(C) 36' -----`l---------------= - ,----,- "� S 28 S 27 i I L 1 O 1 100. 10' 50.05150.05'150.05'1 i 50.15 81.21' 81.22' 2 r r I i 35 I PROPORTIONATE DISTA CES CALCULATED FROM i R4 I 30' 30' 47 30'130' 1 1 1 1 : 24' > I I I 00 o I h I I I 1 INC I I I I N I J �,`�� cv " 1'1`p 1 I Q o FRERICHS i '' �g0 ,' "i �•ri I I 1 I 4 V P.M. 14-27 i HAMILTON , '' R.S. 5-180 r' ��4 L 11 �5 I I ADDITION I I I I L t 4 S = __ 3-- - ---_-,�- L3 ALLEY o � ------ ----- OC Z I i ► I I I I v L15 *� L16 1 L17 , � 24 A ' h F- I I I I 2 co �`6 ?..00 ARES Not o� i MAP. 11-721 1 1 L _ _:_ '' o� h� '� Ic '� o 0 00, 14 W rn tib W I I I I I I I . i ��. ►f, p� -i Q�• - -� - - �•- --J- - -•L• - - ►- - --� - ' , WIDOOWS U. 0• C NO. 7528 -� v� ' 3 FOUND 3/4" IRON PIPE FLUSH /'� 38.98' R2 TENTH 1 0'3 t --`1------------- WITH --C9 -_ G�0 WITH PAVEMENT, L.S. 4876 R3 ( ) S 89.55'16" E a 75.50'�� CORNER DESCRIPTIONS• 30' 30' 346.34 (R2) 19.58 S44.55'�16"E R=905.00'(R2148_�'? 82.12'54"E (R�'1 C1 : C) �'• ( ) 29.95'(R2) L-,3155 `. z lU FOUND AXLE R1 : Ui � s'. P.M. 4-124 9r(R?) o. �'. / ; ^• U2 FOUND 1" STEEL R00 (R4) cV •� e . FOUND AXLE (RI) W e FOUND 1" IRON PIPE (R4) FOUND 1" IRON PIPE (R4) 0 o """""""""""""""""" ® FOUND 1" IRON PIPE (R8) IN MONUMENT WELL Z Q FOUND I- IRON PIPE (R8) IN MONUMENT WELL ® 'SOUND 1" IRON PIPE (R8) IN MONUMENT WELL NEW ADJUSTED PROPERTY LINE ® FOUND 1" IRON PIPE (R8) IN MONUMENT WELL 100 0 50 100 - ------------------------------ OLD PROPERTY LINE FOUND 1" IRON ROD (PIPE R8) IN MONUMENT WELL FOUND 1IRON PIPE 11 FOUND 1" IRON PIPE (IRON ROD R8 do R9) IN FEET ) 30' IN MONUMENT WELL (R3) 1 INCH 100 FT. FOUND 112' IRON ROD (R8) IN MONUMENT WELL SHEET 2 OF 3