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N 62*05*220 W <br />53.14' <br />N 31'17'25" W <br />90.60' <br />r <br />WA <br />K <br />`"ARCO" <br />SET "PK" NAIL WITH <br />MAJORS ENGINEERING <br />BRASS WASHER. <br />OF <br />OC <br />No <br />JOil <br />m <br />HW <br />W <br />t <br />a <br />INSTALL <br />A� <br />S.J.C. ST <br />NO. A-8 <br />13+ <br />0 <br />"All <br />e <br />RECORD DRAWINGS <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 />%, <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. <br />A= 26'47'09" <br />R = 600.00' <br />T = 142.86' <br />L = 280.50' <br />STA. 37+51.674=16.69 <br />PT = 13+33.64 SCHULTE ROAD IN ALL M NUM N AME <br />do <br />N 87"57'38" E <br />225.88' <br />N 88'52'31" W COVER OVER SECTION CORNER <br />5176.94' PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. SECTION CORNER. <br />14+00 ts+oo 18+00 17+00 18+00 19+00 20+00 <br />-'_ .' . — - -•-- + - ' - -� - • - • _ _, 21+00 + 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 <br />- - - 32+00 33+0034+00 <br />N 88'4701' W 2643.56• _ 35+00 38+00 37, <br />T — — — <br />PATTERSON PASS ROAD <br />INN I ALL wimumr-m 1 r RAMC a <br />COVER OVER SECTION CORNER <br />PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. SECTION CORNER. <br />FOUND N&S STRADDLERS <br />SET OVER STANDSTONE <br />MON. PER RECORD OF <br />SURVEY. ACCEPTED AS <br />SEC. CORNER. <br />STA. 13+33.64 <br />INSTALL SURVEY MONUMENT <br />PER S.J.C. STD. PLANS NO. A-8 <br />N 16592.9778 <br />E 12228.6480 <br />BENCHMARK <br />BRASS DISK IN NORTHWEST <br />CORNER BRIDGE MARKED <br />SECTION LINE <br />BENCHMARK <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 />INTERSECTION OF HANSEN <br />& SCHULTE ROADS. ACCEPTED <br />AS SECON <br />SCHULTE ROAD RECORDTIOF SURVEY. <br />CORNER PER <br />N 16475.2956 <br />40+00 �1rt00 42+00 43+00 44+00 43+00 46+00 47+00 18+00 49+00 50+00 51 00 52+00 <br />z54+00 SS+00 58+00 37+00 58+00 SN00 1 7290.5201 0+00 81+00 82+00 83+00 <br />— 3+ <br />N 88'50 25 W 2645.18 <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 />L <br />6z <br />N <br />N 20'19'44" W <br />CHUL_ D._ 19.66' <br />TER <br />N 88"52' 31 W - <br />SECTION <br />CORNER <br />DETAIL $$A" <br />SCHULTE RD. STA. 63+96.85/R=18.30 <br />HANSEN RD. STA. 10+18.38A=5.76 <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 />I <br />4431 <br />JGnVLIt KVAU JIA. DJI'OV-00 = <br />HANSEN ROAD STA. 10+00 <br />INSTALL SURVEY MONUMENT <br />PER S.J.C. STD. PLANS NO. A-8 <br />85+00 <br />1� 8— S+Io.5L <br />8 <br />SEE DETIAL A <br />N 00'33'46" E <br />124 1937.92' <br />MATCHUNE B -B <br />SEE SHEET E <br />arPZ8 <br />1^ (0 <br />W 0) <br />W <br />3itV <br />_ M <br />LaiJ <br />O <br />z Q <br />t� CU <br />_� <br />g <br />6 <br />& <br />� <br />N <br />4D <br />N <br />Ni <br />N <br />W <br />k' <br />< <br />m <br />OD <br />soO <br />U <br />U <br />Y <br />U <br />U <br />Y <br />U <br />U <br />Y <br />U <br />U <br />Y <br />} <br />m <br />0 <br />z <br />1^ (0 <br />W 0) <br />W <br />3itV <br />_ M <br />LaiJ <br />O <br />z Q <br />t� CU <br />