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<br /> SEC. 8 SEC. 9 [2644.39'(R-1)] N88°55 14 W 2647.00 [2646.91 (R-1)] L.S. 7176 � 0.? _ _ SFN
<br /> NW52'57"W 2644.59' DES S J r NA7 r D h r IM'A 11\1 D r�� N88°55'14!W 1846.88' BNDY. (R-2o} 748.45
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<br /> SEC. 17 I SEC. 16 800.12' 122 32' — 349.17
<br /> / 627.59
<br /> FD. �° I.P. I SFN 1497.71' I I / / // 'SEC. 16 SEC. 15
<br /> TAGGED L.S. 4792 I / /
<br /> PER (R-1) SET 3/4' I.P. & CAP STAMPED L.S. 5412
<br /> N CORNER SECTION 16. CORNER ESTABLISHED I/ / Z V \ /
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<br /> N88°5514»W MONUMENT DESTROYED I J J/�� // // SET
<br /> 81.53' SEC. 9 SEC. 10 DURING CONSTRUCTION I 2002 - 1
<br /> r r / / I I O STAMPED L.S.L.S.15412ON PIPE & CAP
<br /> l- 98.53' M. & R -27) (R-27} I DOC, N J , 2 J J 2 -' 1 1 �f 9 =j J
<br /> HELD DISTANCE SEC. 16 SEC. 15 // I I 10' P.G.&E. ESMT. FOUND 3/4" IRON PIPE, OR FOUND
<br /> FD.Y» REBAR, I SECTION LINE I I // // I I 624 O.R. 256 MONUMENT AS NOTED
<br /> HELD 7176
<br /> (EAST{ 30' 30' & C/L OF ROAD I I // I I ■ FOUND 6"X 6" CONCRETE MONUMENT
<br /> FORWEST SECTION LINE Z W SECTION CORNER-MONUMENT FOUND
<br /> AS NOTED
<br /> 10' PG.&E. ESMT
<br /> 1 624 O.R. 256G x / i // // �y- 1 4 SECTION CORNER-MONUMENT FOUND
<br /> DETAIL
<br /> / / / I I t7 1 AS NOTED
<br /> \ N.T.S.
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<br /> / R-15 NO TAG EXCEPT AS NOTED
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<br /> J ��� OF E. 120 AC. -- 75' P.G.&E. ESMT. o t
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<br /> / ��/ I �� 0 LL o w EXTERIOR BOUNDARY LINES
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<br /> (WIDTH UNSPECIFIED) N
<br /> O.R. OFFICIAL RECORDS, S.J.C.R.
<br /> ri 1304 O.R. 32 N
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<br /> (WIDTH UNSPECIFIED) I w / / / I ( IRRIGATION DIST. [ B (t) ]D. RECDATAAAORD AND RECORD IRRIGATION
<br /> REFERENCES
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<br /> 1297 O.R. 238 O / / 3262 O.R. 26 u,
<br /> R=171.61'
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<br /> ti L=156.05 30' SEC. 17 INDICATES SECTION NUMBER
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<br /> I I �O / / / I t i Jug .56' INDICATES ANNOTATION FOR EASEMENT
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<br /> I ' 9 P ,m' a%I I / /' DOC, 1\10, 2002 - 1 1 /1936 I I
<br /> R=171.61' N.A.P.O.T.S. NOT A PART OF THIS SURVEY
<br /> i Ng�E 8-03°14 54 // / // _ _ — _ I I - — T.2S, R.SE., M.D.B. & M. TOWNSHIP 2 SOUTH, RANGE 5 EAST,
<br /> L=9.73' I i / I I — MOUNT DIABLO BASE & MERIDIAN
<br /> 25' R/W ESMT. C L P.G.&E. ESMT I / // NOTE. SEE SHEET 1 FOR BASIS OF
<br /> I.N. 85037459, ! /1 (WIDTH UNSPECIFIED) I // / I I I I I I BEARINGS, NOTES AND REFERENCES.
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<br /> A_82035'00" \ 4o CANAL / / I I -- TOWNSHIP 2 SOUTH
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<br /> s� s 10 P.T.&T. ESMT I 11314.09 BNDY' U) w STATE OF CALIFORNIA
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<br /> N.T.S. N85 _ 0 01, WEST OF SECTION LINE PLEASANTON, CA (925) 225-0690
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<br /> 1 REBAR SEC. 16 SEC. 15
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<br /> N04 40 54 �LD FOR ANGLE POINT OF R/
<br /> 12-29-2004 15:03:46 dince P: 19232 surve record of surve rs-05.dw (D.D. SHEET NO. 51)
<br /> 354w
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