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This angle <br />is described as: <br />N: <br />W <br />This space contains <br />10 Degrees, which <br />equal 600 Minutes, <br />which. In turn, equals <br />36,000 Seconds <br />36 <br />31112133134135 <br />36 <br />31 <br />1 <br />6 <br />3 <br />2 <br />1 <br />6 <br />12 <br />7 <br />J54 <br />10 <br />11 <br />12 <br />7 <br />13 <br />18 <br />15 <br />14 <br />13 <br />18 <br />24 <br />19 <br />20 <br />. <br />22 <br />23,24 <br />19 <br />25 <br />30 <br />29 <br />28 <br />27 <br />26125 <br />30 <br />36 <br />31 <br />32 <br />73 <br />34 <br />35 <br />36 <br />31 <br />16 <br />5 <br />4 <br />3 <br />2 <br />I <br />6 <br />sectional map of typical Township show- <br />ing adjoining Sections. <br />60 Seconds equal one Minute; 60 Minutes equal one <br />Degree; 365 Degrees equal a complete circle. <br />IT <br />D. <br />Line direction dla6om showing typical method of describing the <br />direction of tines in preparing legal des4,iptlons of land parcels. <br />Solid heavy Imes NS and E-W ale cardinal directions due North. <br />South and EasbWest. Each Quadrant (NE Quadrant shown) equals <br />90 00'00(BO Degrees). One Degree may be written: 60 Minutes; <br />0,6000's la; or 1,0000". Go Seconds may be written: 0-00FA": <br />1' (one Minute):., 0101,00". Broken lines A-B and CA are typical <br />survey Imes, showing typical bearings (directions)In each direction. <br />STANOARD <br />w <br />PA <br />All <br />L <br />i, <br />'v <br />o <br />9i <br />n, <br />< <br />0 <br />," LINE <br />Mu <br />w <br />m <br />w <br />m <br />us <br />w <br />z <br />„t <br />0 <br />m <br />Diagram showing typical division of tract <br />into Townships. <br />i 1 _I '7 •5& <br />r--�f <br />� I <br />--—-SK110-1 3- <br />1 <br />i <br />160 AC j <br />1 <br />Diagram showing typical division of Trip - <br />floral Section Into Government Lots. <br />40 CHAINS <br />10 CHAINS <br />10 RODS <br />160 RODS <br />2W FEET <br />NW 1/4 <br />Ia0 ACRES <br />W 1/2 <br />60 ACRES <br />NE 1/4 <br />E 1/2 NE 1/4 <br />60 ACRES <br />TYP::AL SUBDIVISION OF <br />A REGULAR SECTION <br />. re. <br />win <br />1320 FT. <br />20 CHAINS ,,A660 <br />a <br />FT. <br />EAU FT. <br />1320 FT. <br />NW 1/4 SW 1/4 <br />40 ACRES <br />NE 1/4 SW'/4 <br />40 ACRES <br />W 1/2 <br />NW 1/4 <br />SE 1/4 <br />20 I :s <br />E 1/2 <br />NW 1/4 <br />SE 1/4 <br />20 ACS <br />N 1/2 NE 1/4 SE 1/4 <br />70 ACRES <br />S1/2NE1/4 SE1A <br />20 ACRES <br />iO C11. WS <br />4010DS <br />10 HODS <br />1/4 5'W ��4. <br />eI40 ACRES <br />SE 1/4 S'W f/4 <br />40 ACRES <br />I <br />11 .L114 <br />sag H. <br />1I .C115 <br />*11SW <br />'a H. <br />eeaii <br />11". <br />soIo- <br />• <br />11'Aa40 <br />M11"C", <br />YARDS <br />60 RODS <br />10 it, <br />m CHAINS <br />w RODS <br />An Acre Is: 1320 feet x 33 feel. <br />43,560 sq. ft. 660 feel x 66 feet. <br />165 feel x 264 feet. 330 feel x 132 feet. <br />198 feet x 220 feet. 160 square rods. <br />5280 feet x 8,25 feet. 208' 81/2" square or <br />2640 feet It 16.50 feet. 208.71033 feel square' <br />or any rectangular tract, the product of Inc length and width of which <br />totals 43,560 sq. It. <br />'t208.7103312=43,560.002 sq. ft, <br />COPYIULTHE DCE'DIDElt 197-1 <br />6earinp are ALW: YS read in Dearaes and Minutes (plus Seconds 11 fraction of a Minute is involved) <br />Irpm the North point or from the South point- NEVER from the East or West points. <br />Table of Land Measurements <br />LINEAR MEASURE <br />1 inch = .....................0833 <br />It. <br />7.92 inches = ........ <br />.... ...1 link <br />12 inches = ..................1 <br />foot <br />1 yara=..approx... <br />... 33 in. <br />2114 feet=._approx...l yara <br />3 feet =.. .... ........... <br />I yard <br />25 links = ..... .... ...16% <br />feet <br />25 links=.__.._......_...1 <br />rod <br />100 links = .... ...... <br />.... 1 Gi.in <br />161/2 feet = . ...............I <br />rod <br />5% yards = .......... <br />........ I rod <br />4 rods = .................100 <br />links <br />66 feet =- ................I <br />chain <br />80 chains=.................I <br />mile <br />320 rods =_._ ........... <br />... 1 mile <br />5260 feet = ........... 1 mile <br />1760 yards = ........ <br />....... 1 mil. <br />SQUARE MEASURE <br />144 sq. in. = ...... <br />_.1 sq. foot <br />9 sq. feet = .......... <br />I sq. yard <br />3094 sq. yds.= ........ <br />I sq. rod <br />16 sq. rods=........I <br />sq. chain <br />1 sq. rod =.... ... <br />1721/4 sq. ft. <br />1 sq. ch.= ..... .... <br />4356 sq. ft. <br />10 sq. chs.= ..............I <br />acre <br />160 sq. rods = ....... <br />.... I acre <br />4840 sq. yds.= <br />........ .... I acre <br />43560 sq. ft.= <br />........... 1 acre <br />640 acres = ............ <br />1 sq. mile <br />1 section=...___....1 <br />Sq. mile <br />1 Twp.= ............ <br />36 sq. miles <br />1 TWO. = ..............6 <br />miles sq. <br />_1 <br />J <br />—fl <br />