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STA. 13+33.64 <br />INSTALL SURVEY MONUMENT <br />PER S.J.C. STD. PLANS NO. A-8 <br />N 16692.9778 <br />E 12228.6480 <br />BRASS DISK IN NORTHWEST <br />CORNER BRIDGE MARKED <br />N 62*05'22a W <br />53.14' <br />FA <br />N 31 *17025* W <br />90.60' <br />gI <br />N <br />W <br />P <br />0) <br />�20 <br />U <br />VA <br />U <br />u <br />PATTERSON PASS ROAD STA. 64+26.05 = <br />SCHULTE ROAD STA. 10+00 <br />STA. 10+5,,114 <br />INSTALL SURVEY <br />S.J.C. ST <br />NO. A-8 <br />"All <br />0 = <br />26'47'09" <br />R = <br />600.00' <br />T = <br />142.86' <br />L = <br />280.50' <br />PT = 13+33 64 <br />-. 13+00 <br />N 87"57 38 E <br />51. 225.88' <br />RECORD DRAW1NCYS <br />The information contained on these plans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />site. A post -construction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />9y <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc.' S/�l <br />i <br />F� <br />SCHULTE ROAD N 'S2 31 " COVER OVER SECTION CORNER <br />88W <br />STA. 37+ 51.67 /R =16.69 <br />INSTALL MONUMENT FRAME tit <br />5176.94' PER S.J.C. S. PLANS NO. A-8 <br />14+00 15+W 16+W 17+00 15+W 19+00 20+00 <br />PRESERVE EX. SECTION CORNER. <br />' — — —•-- + — • — —� — • — • — 21+00 + 22+00 23+00 24+00 25+00 26+00 27+00 26+00 29+00 <br />— 30+00 31+00 <br />— — — 32+00 33+00 34+00 <br />N 88'4TO1' W 2643.56' — — — — — — — — - — - - - — _ - - 35t00 36+00 37, <br />T — — — — — <br />PATTERSON PASS ROAD <br />�aSTA. 63+82.g2/R=128.50' <br />INSTALL MONUMENT FRAME do <br />COVER OVER SECTION CORNER <br />PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. SECTION CORNER. <br />"ARCO" <br />SET "PK" NAIL WITH FOUND N&S STRADDLERS <br />MAJORS ENGINEERING SET OVER STANDSTONE <br />BRASS WASHER. MON. PER RECORD OF <br />SURVEY. ACCEPTED AS <br />SEC. CORNER. <br />SECTION LINE <br />BRASS DISK IN NORTHEAST <br />CORNER BRIDGE MARKED <br />U.S. BUREAU OF RECLAMATION U.S. BUREAU OF RECLAMATION FOUND BRASS DISK <br />ELEV. 195.41 ELEV 195.40 MARKED 27 6 NEAR <br />34 35 <br />t INTERSECTION OF HANSEN <br />& SCHULTE ROADS. ACCEPTED <br />` AS > SCHULTE ROAD RECORD �OF SURVEY. <br />CORNERON PER <br />08 j N 16475.2956 <br />40+00 41+00 42+00 43+00 14+00 43+00 4b+00 47+00 16+00 46+00 50+00 51+00 52+00 z 34+00 55+00 56+00 37+00 56+00 SN00 172905 <br />6.201 61+00 62+00 63+00 <br />m —�— <br />W N 88'50'25" W 2645.18' <br />s an <br />FOUND N&S STRADDLERS <br />SET OVER SANDSTONE <br />MON. PER RECORD OF <br />SURVEY. ACCEPTED AS <br />1/4 CORNER. <br />N 16528.8266 <br />E 14645.8788 <br />IN <br />N <br />�I <br />SCHULTE RD. <br />N 88"52'3-1 a W - <br />N 20019'44" W <br />19.66' <br />SECTION <br />CORNER <br />DETAIL $$A" <br />i <br />00 <br />® � <br />W <br />SCHULTE ROAD STA. 63+89.66 = <br />HANSEN ROAD STA. 10+00 <br />INSTALL SURVEY MONUMENT <br />PER S.J.C. STD. PLANS NO. A-8 <br />65+00 <br />1� 6— s+10.SL — — <br />SCHULTE RD. STA. 63+96.85/R=18.30 / �® <br />HANSEN RD. STA. 10+18.38/L=5.76 <br />INSTALL MONUMENT FRAME do <br />COVER OVER SECTION CORNER <br />PER S.J.C. STD. PLANS NO. A-8 <br />O PRESERVE EX. SECTION CORNER. <br />f'r <br />8 <br />Ll SEE DETIAL A <br />+ N 00'33'46" E <br />124M 1937.92' <br />MATCHUNE B-B <br />SEE SHEET E <br />arPZO <br />_� <br />g <br />z <br />WOD <br />� <br />< <br />so <br />OD <br />0 <br />U <br />U <br />X <br />U <br />U <br />Y <br />U <br />U <br />V <br />U <br />U <br />Y <br />} <br />m <br />1 <br />�� <br />p <br />01 8 <br />U <br />Y <br />q , <br />W <br />y6j W I <br />Z3� <br />W O a <br />g <br />n <br />5rn <br />(Ko,o <br />in <br />Y U <br />C) <br /><0 <br />Z— <br />�<109- <br />U < <br />M <br />N <br />N a <br />N <br />W <br />N <br />�go <br />� <br />V. <br />t <br />�v <br />a <br />a <br />;moo <br />8 <br />o<N <br />U <br />0 <br />ro <br />moo+ <br />r z v <br />a <br />z <br />O <br />J <br />Q <br />U <br />t~ <br />V <br />W <br />W <br />N � <br />J <br />O � <br />w IC <br />O H <br />(� J <br />Z <br />O <br />U <br />z_ <br />0 <br />0 <br />Q <br />O <br />IL z <br />N <br />z <br />12 c <br />W Lai � <br />d J (/ <br />o <br />z g <br />< U <br />