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"V]!) "X]!}o|gCڨ[bk:Z][Cҽ[ \DM*X]*V]@\"V]PY\}o|g*T]#"T]‹[ \DM*V]*X]@\"WiW!! ~!) 'W͵U'W~#*W*~{\( ~TW+~#5O ~+~`WfW6W7>*T]% N#F+q#p###6 ~W͝W: ͊Z>–W>w+w!(4W7?*' 6#67͙H~ʲ #^#fk_WN#~:W++@NXy@NXNV]PY[2*T]! ~#foCs#r/\:<\!<\!& ÐV~# xA\DMͩ\ʸ ͞\! w!( V6 v\zwͧ\ʸ ͞\! ~!Ù\! ^#V! s#rDM͖\͐\C" ̓#\>ͨS]ýC ** C!I9}o|g!8}o|g \   \ \ ** C!8}o|g!I9}o|g 8] ] ]*|<: B*+6* ~„RÇ !!`2 "!"6:͋C2e " * "nB"IB" "A "A ".A 2!]!!"" !"22d 2 2 2!"!" !z "x ! "L bb"AUTOMATIC RUNNING"b I : Ib#()b: c<C$()cF #cP )C$ 4)C$ZcZ )C$;" S U R - P A C ";4)C$mcd )C$ 4)C$cn )C$;" D E M O " 4)C$cx *"v >2!^" :^¸^<2^!~" ʸ^F#~+w##)^+6" !ʸ^/]^+6"" #/]^N^ø^6Sʤ^Mr^F C:Uʑ^z{2Ö^"v +ʸ^C/b^C:U" Ö^+*v +"v +:!o]"2<s#r# *  DM=^#"" {ozgB|)C$ ,)"ver. 1.0" 4)C$c cccd" ... The SUR-PAC programs ..."d dWd" 1) TRAV 6) CURVES 11) ROTATE"d" 2) COORD 7) TRIANG 12) STADIA"d" 3) GEOM 8) RESg}o^|_!{ozgB"v "" " *B}o|g++!|_G 1!p_G!G" B! [] Owned by Microsoft Bytes freeBASIC-80 Rev. 5.21 [CP/M Version] Copyright 1977-1981 (C) by Microsoft Created: 29-May-81 ECT 13) EDM"d" 4) INTRSCT 9) TRN-BRNG 14) NORMAL"0e" 5) INVERSE 10) ANG-ADJ * GEOMET"6eLe ( );( )ReXebe le e I : : Ie ()e"****************************************************"f"*** Getting Around in DEMO - AFTER ^C Type: ***"Cf"*** ***"f"*** ^0 To run the DEMO off CP/M ***"f"*** a DIM=GOSUB 6300 BRIGHT=GOSUB 6400b SUR-PAC DEMO by J.R. HENRY/07-25-82 b b ()&b (),b2bYb"SUR-PAC Demo Program (ver. 1.0)"b"Copyright (C) 1982 by John R. Henry"b"A.S.T.A., Grass Valley, California." ***"f"*** ^1 To run SAMPLE of SUR-PAC ***"3g"*** ***"og"*** ^2 To Re-Start DEMO Program ***"g"*** ***"g  "*** ^3 How to GET SUR-PAC ***"#h"*** ***"_h"*** ^7 To Get BACK to DEMO from SAMPLE ***"h"*****************************************************"h" (DEl0l:" PURPOSE:"mD" Program COORD is used to generate the COORDINATES"9mN" of points as you go around a traverse. It will"nmS" do Bearing/Distance OR Field Angle/Distance"mU" coordinate generation. * SEE SAMPLES *"mXmb" OMO will continue, Stand By...)"h  h  h h  I ': Ii iii +i (): 1iRi""... Screen-1 ... TRAV ..."ei6" PURPOSE:"i@" Program TRAV is used to run a traverse by entering"iJ" beariPERATION:"ml" To operate COORD you simply enter the initial"&nv" coordinates and the bearing and distance of "]n" each line or angle turned (left or right) and"pn" distance."vnn" OUTPUT:"n" COORD outngs and distances."iTi^" OPERATION:"jh" The program requires the number of courses,initial"Rjr" cooridnates, and bearings and distances of each"j|" course. No quadrants are entered. Example:"j" N,45,30,20,W is a typical beariputs the coordinates of each point as you"n" proceed."no" LIMITATION:"Bo" None within the domain of it's intended function."Lo Rodo  I  N:wo (): }oo "... Screen-3 ... GEOM ... "o*o4" ng entry."jj" OUTPUT:k" TRAV outputs the COORDINATES of each point,"?k" BALANCES by compass rule, and computes the AREA "uk" enclosed. It also gives closing bearing and "k" distance. It can be used to slove for one unknown PURPOSE:"p>" GEOM is used to do general coordinate geometry.">pH" It is for traversing and generating coordinates."wpM" It will do courses, curves, inverses, and side-"pP" shots as you proceed."pRp\" "k" side. "kk" LIMITATION:l" TRAV cannot perform with circular curves in the"Ll" traverse. (See program GEOM) Max. 100 courses."Vl \lnl I P:{l ()l l!l&"... Screen-2 ... COORD ..." OPERATION:"pz" Enter bearing and distance for courses; turn "6q" angle, direction and distance for side-shots, and"kq" radius, delta, and direction of each curve."qqq" OUTPUT:"q" GEOM outputs the   coordinates of each point, curve" r" center, and P.O.C. It also gives the area enclosed"Fr" with the curves accounted for. It gives inverse"xr" and side-shot bearing and distance also."~rr" LIMITATION:"r" " INVERSE is used to inverse between points of"v<" known coordinates."wF(wP" OPERATION:"bwZ" INVERSE requires the input of the coordinates to"wd" be inversed between."wnwx" OUTPUT:"w Max. 100 courses; Max. 50 curves."r rr I  N:s (): ,s"... Screen-4 ... INTRSCT ... "2s$Xs." PURPOSE:"s8" INTRSCT is used to INTERSECT bearing/bearing, "sB" bearing/distance, and " Given the coordinates of the two points, INVERSE"x" outputs the bearing and distance of the line "Gx" which is defined by the two points."Mxtx" LIMITATION:"x" INVERSE has no limitation within the domain "xdistance/distance."sLsV" OPERATION:"%t`" Depending upon which portion of the program "^tj" is required, the input varies. For example, the"tt" bearing/bearing portion requires input of a"t~" coordinate on each " of its intended function."xx xx I PF:x'y, (): (): y1@y6"... Screen-6-H.. CURVES ... "cyJ" PURPOSE:"yT" CURVES does problems associated with circular"y^" curves. Theline and the bearing of each."tt" OUTPUT:.u" INTRSCT outputs the unknown data in each case."du" In the case of bearing/bearing it gives the "u" coordinates of the point of intersection and "u" distance of horizontal curve program yh" portion does two types of problem: Computes"2zr" curve data, and compute offsets to curve ."8z|]z" OPERATION:"z" The programs requires the input of radius and "z" delta for the cur each unknown line"uu" LIMITATION:"&v" INTRSCT is sensitive to impossible data input!"0v 6vHv I P:[v  (): v"... Screen-5 ... INVERSE ... "vv(" PURPOSE:"v2ve data portion. The offset"{" portion requires the input of tangent length,"*{" radius, and increment desired."0{R{" OUTPUT:"{" The curve data portion gives tangent length,"{" length of curve, chord length,   and areas of "{" sector and segement. The offset part outputs"|" offset distances to the curve.""|H|" LIMITATION:"|" None within the intended domain of the program."| || I P:|& (angle."HR" OPERATION:"\" The program requires the operator to define"Of" what is KNOWN about the triangle to be solved."p" After Defining the type of problem, the operator"z" inputs the known data, such a): |0"... Screen-6-V ... CURVES ... "}:" PURPOSE:"}?A}D" The vertical curve program is used to compute the"{}N" elevations of specified points along a vertical "}X" (parabolic) curve."}l" s SIDE A, SIDE B,"߁" and ANGLE C (D,M,S)."偎" OUTPUT:"A" TRIANG outputs the ALL of the parameters of the"}" triangle, known as well as UNKNOWN, in table form."" It also gives the area of the triangle." OPERATION:"}v" The program asks for beginning grade, ending "-~" grade, elevation B.V.C., station B.V.C., length"_~" of curve desired, and increment desried."~" * SEE SAMPLES *"~~" OUTPUT:"ۂ" LIMITATION:"" TRIANG will not solve impossible triangles !" !3 I @Q:9L (): R v " ...Screen-8 ... RESECT ... "|  " PURPOSE:"׃$ " The pu~" the program outputs a table giving the station"" and elevation at the specified increments. It "U" also gives the high or low point station and"p" elevation if any."v" LIMITATION:"" Maximum lrpose of program RESECT is to solve the". " 'three point problem', by RESECTION." 8 1B " OPERATION:"fL " The operator must specify the conditions of"V " his (her) problem. There are three possibilities"ڄ` " and heength of curve=1000 ft. Maximum grade"" is +50% or -50%."   I P: + (): 1U "... Screen-7 ... TRIANG ... "[*4" PURPOSE:">" Program TRIANG is used to slove any trince three choices available. He (she) must"j " then enter the angles turned to the three KNOWN"Bt " points, as well as their coordinates."H~ k " OUTPUT:" " The program determines the unknown angles and "˅ " dis  tance in the configuration."х " LIMITATIONS:"0 " The operator may input a condition which does"g " not correspond to the data entered, resulting" " in erroneous results."  I @Q: of a traverse."Ċ, 6 " OPERATION:""@ " The interior angles of the traverse are entered"[J " in (D,M,S) format. The program counts the sides"T " and corrects the interior angles to close."^ h "  ():  "... Screen-9 ... TRN-BRNG ... "  " PURPOSE:"L " The purpose of TRN-BRNG is to convert field angles"d( " into bearings."2 " OPERATION:"< " The inital bearing (looking bOUTPUT:"r " The program outputs in table form the corrected"(| " interior angles, and their sum. ". T " LIMITATION:" " The traverse must have at least three sides."  I  N:ack) is entered." F " The angles turned are then entered (D,M,S) as ",P " well as the direction, left or right. The"[Z " program computes the forward bearing."d " Can be used in conjunction with ANG-ADJ"n " to balance angles and re-c ():  "... Screen-11 ... ROTATE ... "  " PURPOSE:"E " ROTATE is used to generate new coordinates or"| " bearings after the Meridian has been rotated."  " OPERATION:"ݍ "ompute bearings."ƈx 舂 " OUTPUT:" " The program simply outputs the forward bearing"X " based upon the previous bearing and angle left"k " or right."q " LIMITATION:"Љ " No limitation w The program requests the amount of rotation" " (D,M,S), the direction of rotation, and the "C& " coordinates or bearings to be rotated."I0 l: " OUTPUT:"D " The program outputs the new coordinates or"ЎI " bearinithin the domain of its intended" " function."   I @Q: (): > "... Screen-10 ... ANG-ADJ ... "D f " PURPOSE" " Program ANG-ADJ is used to balance the interior"" " angles gs as well as the original data."֎X b " LIMITATIONS: "1l " 100 courses; 100 coordinates.";v A S I  N:Y l (): r "...Screen-12 ... STADIA ... " "    PURPOSE:" " STADIA is used to compute distances to and "& " elevations of points by STADIA methods.", R " OPERATION:" " The reference elevation, instrument height, stadia"Ȑ " interval, and zenith ang " height, target height, and EDM station elevation." " OUTPUT:"F" The program outputs the horizontal distance, and"x$" difference in elevation.(see note below)"~.8" LIMITATION:"ܕB" Nonele are entered. Then the" " rod reading is entered. The program computes the "; " horizontal distance, difference in elevation, "l " and elevation of the rod station ahead." " The program will tie or traverse." * "  within the domain of the intended function."L" * Special Note *"=V" The program will do slope reduction by vertical"k`" angle OR by difference in elevation."uj {t~ I R: (): ˖".. OUTPUT:"4 " The output is continuous as data is entered."1> " For each tie or station, the horizontal distance,"lH " change in elevation, and elevation are outputted."rR \ " LIMITATION:"f " 100 traverse . Screen-14 ... NORMAL ... "і" PURPOSE:"." The purpose of NORMAL is to compute the distance "h" to and point of intersection of a (NORMAL) line "" from a point to a given line."" Ocourses allowed."ʒp Вz ⒄ I R:蒉 ():  # "... Screen-13 ... EDM ... ") K " PURPOSE:" " The purpose of EDM is to compute the horizontal" " distance from a slope distance meaPERATION:"" The program requires the coordinates of a reference"1" point on the known line, the bearing of the known"l" line, and the cooridinates of the point off this "{ " line."" OUTPUT:"ۘ(" The sured by an EDM " " and compute the difference in elevation between " " stations."0 " OPERATION:"k " The program requires the input of slope distance," " zenith angle, EDM height, reflector height, theodolite"program gives the coordinates of where the "2" NORMAL intersects the known line,and the length of "2<" the NORMAL line."8F]P" LIMITATION:"Z" The point OFF the known must not lie ON it !"d nx I    @Q:Ǚ()љ %ޙ ()䙈ꙉ0"**************************************************"j"*** ***""*** TEN SECONDS TO STARTING OVER ***"ޚ"***  is an application program. Hence it has" "only one use and purpose: TO ASSIST IN SURVEY"H"CALCULATIONS. Obviously the operator must be either""a SURVEYOR, a TECHNICIAN, an experienced DRAFTSMAN""or a Civil Engineer."ן"An experie ***""**************************************************"$*0B I ':L  R\  p (): v"........ Introduction ..."כ" The progrnced DRAFTSMAN, familiar with surveying""problems and terminology would be able to operate"="SUR-PAC with little or no difficulty."C}"All of the programs in SUR-PAC begin with a 'HELP'""question. If the operator answers this quesam you are watching is intended to give"" an overview of the various programs in SUR-PAC."F" Each screen gives a structured outline"v" of WHAT that particular program does. "|" The following format is used:"tion""with 'N', the program continues. If he (she) "$ "answers 'Y', the program gives a BRIEF discussion"Y"of WHAT the program does. It isn't necessary " "to give a long dissertation BECAUSE every program"á*"in SUR-PAC ASKS FOR TH" PURPOSE: Tells why one would use the program."" OPERATION: Tells what the program requires from"U" the operator in the way of input."[" OUTPUT: Tells what kind of information the "&" program generaE DATA IT REQUIRES."ɡ4>"The 'HELP' portion often gives pertenent information";H"such as what units the variables should be in."ER K\]f I R:rk: ();()xl  () THE FOLLOWING LINE TO BE tes as output.Ý0:" LIMITATION: Tells what, if any, the limitations"2D" are for that particular program." "У"..............  ................................"" ASTA-GRAM/8216 " B" ................"Hb ST(): ELVC()x"HELP (Y OR N)"; ANS$ ANS$"Y"  : >פ"THIS PROG"¨R(DG2DG1)L娼 Y(X)(R)XX(DG1X)EBVC I  L J $ST(I)STBVC(I) 8ELVC(I)Y(I) @ IQXHL(DG1R)pEPI EBVC(DG1)(L) EEVCEPI(DG2(L)) XHL  " : ũRAM COMPUTES PROPERTIES OF A PARABOLIC ""VERTICAL CURVE, GIVEN THE BEGINNING AND ENDING ";"GRADES, STATIONING,AND CURVE LENGTH."e"ENTER DATA AS REQUIRED BY PROGRAM." "GRADES: IN PERCENT, ALGEBRAIC. (Less than 50%)"&"ELEVATIONS: +aypy08ÚGNI+TShĶ[*-ү,`?x(Q,8 d8%D1(t kEnwԈYLZv鎭뎫9I 0Rॹ],! \aHHOJ/H/KlIx,[V>8?/atKJh͑(Q D6=vU' 7#^%;Yw\egRFEET.","STATIONING: FEET (STA. 10+50.25 ENTERED: 1050.25)"'2"LENGTH OF CURVE=FEET (Not Greater Than 1000 ft.)"-8Y>"ENTER BEGINNING GRADE, G1 (PERCENT)";cD G1 J"ENTER ENDING GRADE, G2 (PERCENT)";P G2 ȦV G1G2 " No curvݢWjrI! HB$ X; \aHHOJ/RRKlIx,o +%T)}/DD-gzCW>m'P3~tGqgRMΏnKiZ 4K!BJEZ8;ϯ:1ayZpbs(H5m'h^\N1/ _/fTsg}hb"ENTER LENGTH, L (FT)";(h L \n L " L cannot exceed 1000 ft...": bt L "No length entered...": bz"ENTER ELEV. B.V.C. "; EBVC ͮP7]VA%orw9Խ5܊gC!kAƎ -wIzdHpy0g$, #XbAm,s1pVNEh( J "No negative increment please...": q JL "Increment greater than L ...":  DG1G1d : DG2G2d :"Please stand by...{MJ]t -0ɭnCk rH%dtwc%42e&,溑ß u5 Ȝ =Up|a ,;BH!kň RcnۀN;.m)E,M_Y8Q/OL+ DRm'?_p~e)aTƦHغP̫"& <6 Fнfa1#uv,   M"Xb"a .J?#MWތ-`('LobEL5ڟ#\ غۙ&#'B 7bAZW 1 fH/(H$Pd}G*B to Continue...": Z$:MM: ^ } }3jR粪Or,¤fH^"O+_9^wJ+!ջ_psO-h BՕLnw?`.9ꊰDy;~Yb n׫*h+O,C$ % ~7iIZ %1m=D2I%'r$:O-YCbyegvT|5~]ETvǝ\h}@ ݋a;HO`E7Rd\ 2}!wZɼf:}Q-n)h6.'YOk^T¬ ST:XSTSTBVCЬELVY(X)֬"ELEVATION AT";ST; "=";"######.###";ELV?"..................................................."G KTELY(X)t"ANOTHER CURVE? (Y OR N)"; ANS$ ANS$"Y" 8 : " I 4: C$РsWU_ʨ{ Fy# &#e>xz#ox<=}p<"A[~=;䔄2JA>g3@z>Y|MpMy(V[UВ+,!0.mhKCZҒ d~QB9_WPt%kE}cgG׵9BF Rۺa|C ZGCPu"IEpT@}x,@7H" SELECT PROGRAM TYPE:"=Rg\" 1) BEARING/DISTANCE TRAVERSE "mfp" 2) FIELD ANGLE/DISTANCE TRAVERSE "z NUM GRASS VALLEY, CA 95945"ٰ" (916) 273-8310"?"SUR-PAC is on two single-sided single density 5 1/4 "z"floppies. Written in MicroSoft BASIC and running on"""the OSBORNE 1. Soon to be available on NORTH S NUM  ӵ NUM    NUM  NUM  "Error, enter 1 or 2...": F"................................................."r" BEARING/DISTANCE TRAVERSE ""................................................."TAR,","TRS-80, ZENITH (Heath-Kit), and APPLE."6@"SUR-PAC costs $ 149.95 at the present time."#EUJ"GEOMET costs $ 39.95 at the present time."O"(see Final Screen for discussion of GEOMET)"^ h I a:r ɶ"HELP? (Y OR N) ";Զ ANS$ ANS$"Y"  : .1"THIS PROGRAM SIMPLY GENERATES COODINATES AS YOU GO."V"ENTER BEARINGS AND DISTANCES,"w"( Example: N,32,45,20,W )"}$"(TO EXIT PROGRAM, ENTER NEGATIVE DISTANCE.)˲ * BEGIN SAMPLE STUFF *ز () ( );( ()   ;" You may RUN one of the following SAMPLE"A^&" SUR-PAC Programs : "d0j2p4:" 1) VERTICAL CURVE DESIGN (V-CURVE)"DҳN" ".8ڷB"INITIAL COORDINATES: "L" (NORTH,EAST)";V N0,E0 ` e/j N(2): E(2): Y$(2): X$(2)St D(2): M(2): S(2): L(2)~ BR#(2): RAZ#(2): AZ#(2): LAT(2) DEP(2)II"INPUT BEARING";I 2) COORDINATE GENERATION (COORD)"سOP" 3) SAMPLE OF SUR-PAC MENU (SUR-PAC)"QR T$V*X\b " ENTER NUMBER OF PROGRAM DESIRED...",Ntl N "V-CURVE"v N "COORD"{ N " N N и Y$(I),D(I),M(I),S(I),X$(I) D(I) D(I)Z M(I) M(I)<  S(I) S(I)< A Y$(I)"N" Y$(I)"S" e X$(I)"E" X$(I)"W" ~"INPUT DISTANCE";I  L(I) L(I) "ĹBR#(I)((S(I)  )(M(I)<)D(I))  Y$(I)"N" X$(I)"E" AZ#(I)BR#(I)!  Y$(I)"N" X$(I)"W" AZ#(I)hBR#(I)P Y$(I)"S" X$(I)"E" AZ#(I)BR#(I) Y$(I)"S" X$(I)"W" AZ#(I)BR#(I)(RAZ#(I)AZ#(I)FI2LAT(I)L(I)RING SEPARATED BY COMMAS: N,30,25,15,W )""ENTER BACK BEARING = ",Y$,D,M,S,X$!BR0#D(M<)(S)H Y$"N" X$"E" AZ0#BR0# n Y$"N" X$"W" AZ0#hBR0# Y$"S" X$"E" AZ0#BR0# Y$"S" X$"W" AZ0(RAZ#(I))׺<DEP(I)L(I)(RAZ#(I))FSLATSLATLAT(I)PSDEPSDEPDEP(I)ZN(I)N0SLAT $dE(I)E0SDEP0nNIJFx"POINT NO: ";N h"NORTH="; "######.###";N(I)"EAST= "; "######.###";E(I)"..............................#BR0#ٿAZB#AZ0#: FOR FIRST COURSEKK ABOVE LNE MAKES LOOKING BACK ON LAST BRNG..V".............. ENTER DATA NO. ";K;"......................"{"ENTER TURN (D,M,S)= ",TD,TM,TS TM< TS< TM TS V" TANG#T..............."ɻ "Error, check bearing...":  ** FIELD ANGLE TRAVERSE ***N"......................................................"w" FIELD ANGLE TRAVERSE "".................................................D(TM<)(TS) "ENTER DIRECTION (L or R) = ",DIR$  DIR$"L" DIR$"R" `")& "ENTER DISTANCE = ",DIST<0 DIST "B: dD DIR$"R" X : N N DIR$"L" TANG#TANG# X FAZ#AZB#TANG#b FAZ#h F...."Լ" HELP (Y or N) ",A$ A$"Y"  : ^$"THIS PROGRAM COMPUTES BEARINGS AND COORDINATES"["AS YOU GO. THE INPUT IS THE FIRST BACK BEARING,""THE ANGLE TURNED, AND DISTANCES.""Ž,"THE TURN ANGLE IS MEASURED FROMAZ#(((FAZ#h)((FAZ#h)))h) l FAZ# v :  v FAZ#FAZ#h€ l 4Š FAZ#  :  M” Y$"N":X$"E":FBR#hž FAZ#Z  :  ¨ Y$"N":X$"E":FBR#Z² FAZ#  :  ¼ Y$"S":X$"E" THE PREVIOUS COURSE,"6"LOOKING BACK ON IT. THE BACK-SIGHT IS THE PREVIOUS"+@"POINT. YOU MAY TURN LEFT or RIGHT."1JbT"(To exit program enter NEGATIVE distance)"h^h"ENTER INITIAL COORDINATES (N0,E0) =",N0,E0rؾ|"(BACK BEA:FBR# FAZ#  :  Y$"S":X$"W":FBR#Z FAZ#h  :  ! Y$"N":X$"W":FBR#E FAZ# FAZ#Z  : !a Y$"N":X$"E":FBR#FAZ#! ZFAZ# FAZ#  ! : ! !Y$"S":X$"E":FBR#FAZ#!   FAZ# FAZ#  ! : *! !Y$"S":X$"W":FBR#FAZ#*! FAZ# FAZ#h 4! : >!14!Y$"N":X$"W":FBR#hFAZ#C>!DFBR(FBR#)_H!MFBR((FBR#DFBR)<)vR!KS#(FBR#DFBR)<\!SBR ((KS#MFBR)<)f!SFBR(SBR) F#" THE S U R - P A C P R O G R A M S :"P#Z#" 1) COORD 5) INT-BB"3d#" 2) TRAV 6) INT-BD"On#" 3) GEOM 7) INT-DD"dx#" 4) INVERSE "jɂ#pɌ#zɖ# ^$ɠ#"To Exit Any Program and Return to Menu ..." p! SFBR< z! : !z!MFBRMFBR : SFBRĄ! MFBR< ! : !Ŏ!MFBR : DFBRDFBRŘ!$Ţ!5Ŭ!" BEARING:"EŶ! "!";Y$;g! ) " ##";DFBR;MFBR;SFBR;{!  ) "!";X$!LTSS#DIST(FAZ#(FI))!DPSS#DI0aiou12ze͉^#Hm+AK\ O ~#0Q,8 d8%D1(t kEnwԈY|.ٻߌMбE!kA[ 2mAᅨ|nz5@{^L\,ͩ^/*W8F,_}ŏeY8<"C4ڧ"Biȥ^{[`= !4P*'ST(FAZ#(FI))!SLATSLATLTSS#!SDEPSDEPDPSS#!NN0SLAT "EE0SDEP"(""COORDINATES: "H$""NORTH="; "######.###";N h.""EAST ="; "######.###";E n8"B"AZB#FAZ#L" V""Error, check turn...": ` 4ߟn;F È*yYJX1H)2pJ!/#jRd^ 9}pw<ɔ&Ǩ˚#88I(lLD,6n91;[ŪoIzeFн5ŽJEhdb- ٯ; \af!nʁ.k̄X ,o i pl>8?/atKJh͑(Q,8 d""Error, check direction...":  ƒ" ":SUR-PAC/DISK #1/VERSION 1.0/by John R. Henry/071982""()0"C$():" J$V" )C$;2)"#1";4)C$" C$" P R O G R A M ";C$# C$" 8%D-q8&+eL֢ܭPD!or>ӁqS8Z_4Z¯J˥)/,#X+O=2%٫]Y(a^s˞k/7M;.f먵q"n $CKB9_QA%v!gf"7!cBA]X_RainƃReI}6BE;1G ";C$ # C$" ";C$V# C$" S U R - P A C ";C$# C$"ASTA VER. 1.0";C$(# J$2#<#vIaa_kYV Vߎ&:UǥT#JR};r.!BiIß u Ȝ Up|a-Li/Y [|3n'!rbkRoe{f5s0ƅpx"  f" \==I6,5o>+bYűexޝxvC%b~!O$٣CG=֠a쩿[vd/cJaǯ  znD!J=eq85E KAC_r+jMU%hY{I$l6ec|ȬU_NE=h/v[FÙ]Hp.B,:X@ X]f)B\9aށ\kЀ*w 5;yY$s(NX߿ǝq/Y4w|/x#'oQ; 3;~Ye& !*uҢ}iCdO& %"5`" wkBP1%^ZaH`]1.5kLpVqNjɮS3P%yZYה6I bk''=a{,"O#־[?|s-͹l}n^*oO?/߽_# UE$]KL(YAg[ۤ$vwWтN1Rv;vRx@R3Ԅ6Hf!x"慧d ҁ2ͷq^@Ol+a$Wb zKُ _^AO.:fL.)" Y+,RN_A8lO%tq0yesRDyߟ_J1p.X,:\V X8I8Z_ DwR뛧 УE"x-r5i Y; TuyqaQ$5 Fτi [6 3;VY?`m$w= !2;M\ !/RaA}oR?ǫS+o+JTϞm}]:=(5mM$Wdh>5rgj mY\\r؎Vw,ֺi=lTy3K 4"H>m-fsKB#\?&f(nIl%ݥlHiy%d3An.;WPK֗]B]7sNAԏ."I&\NWg PЀhFK{p*b.O#bd$YO$VT؟q!AK_8 B}uuT 7IȮ%ܛ8?3O!~=J;.jPO$[fڹHm^fM*+k _gGzmy $uox9"e(ր=KuW/>4wEZ<݆H@hej_'A. ,;B{nH~ ~w֊5 ;}oR?/_Hsr( N2SYʊyސ wő媫"+b5)3-;-gɢغ ]ݥk= ("$(hA_Hv!%^R2PXkn||y7T U)F4 o@wH2[6qE8WEnwԈY|.ٻ߸ټ[]jI}<:یAfS.7dHZ+"L|WH̟F@E~1w ]&=Փiab"2מt/0gܞ%YOK/]T٣eӬYw\egRֺϙi'+kUB]7 1"\aHHOJ/e5AT7lIL+%UEmlޟF?GWޢ[p@#`k fWvo7~k8_s?X} R:3gR5i*e (Lmbs_lY%UtK(cfQ,8䄛k:j'Vхe1|kEnwԈY|.ٻ߸ټ*hc$aXIMead|sbD)a=-} 9 ,Jɕv_VNnÊDȴkE ٪"vT7aTLz;oIWpRֺ鎭뎉F?nZsEãX}Kd_zz}!G拄݈KlIx,[V>8?/atKJl#tifF;"a=Mg'ٟ-F}ykq@\69P0Z~l6뱧g2f\$(ҧ!k/2 <%ВԬ&=&pM2.(pQ9)<-H mu0>R镉íʎEBʉM'=Z%;];FOAYlAa3'w,LBo$YN+Spy jX]kT Sg,di=Jn3rT^ KsegVl~gk]2҆E X; On/G  n"$i^E詧csYFɼ۳qS$1Oy =J"9h Kք=vU' 7#q.BY-KvKR2n=f d",(g 3(; 1·kHk"R5J@ 14/eŝ&ӷ MgCEpnP5Ū< Xe-W Q!9d-VZ=WYвNVlǫ~_ition (Bearing/Distance);"̞%̨%" Inverses between any specified points;"ͼ%;%" Side-Shots, with backsight from any specified"b%" point (given its coordinates;"h%%" Traverse around circular curves;"%%" Computes Area,hi%09^ v8"r]BFnl"YBobv5z'w r:<^W@HG`)W$=ڟwwũo׫Ǒ#^7CV1crD>eEX+u#BђaHiA Y57=b1PnO=}oHO2yZ?<sAl`VjP5ު < 2 X dd Q!9Q- accounting for curves;"& &" Balances (straight courses) by compass rule;" &/&" Records data to a Disk File;"9 & K*& I a:Q4&]5&()c6&i7&o8&u9&>& H&M&N&R&" GEOMET by itself ONLY#"Press ^C (CTRL C) followed by ^7 (CTRL 7)"ɴ#ɾ# r$##"ENTER PROGRAM NUMBER =",A#&#()2# T$:8$_$" SUR-PAC MENU"e$$" * * * S A M P L E O N L Y * * *"$ $ T$ costs $ 39.95 "\&f&" It can be used to TRY OUT the format used "/p&" (which is the same as SUR-PAC). If you like"hz&" what GEOMET does and how it works, you may then"τ&" get SUR-PAC for a much wider variety of SURVEY"ώ&" probl$$ I :"$ @$J$ SUBROUTINE FOR BLOCK T$ I 4: C$;: I:^$ ( );( ))%h$:r$( );( ()@|$Fˆ$L%V&% \0%:%" Final Screen ... GEOMET ..."D%N%" GEOMET is a single program on Oem solving capabilities."ϐ&ϒ&Ϙ&Ϣ& Ϭ&϶& I :: &():ariety of SURVEY"ώ&" problhz&" what GEOMET does and how it works, you may then"τ&" get SUR-PAC for a much wider variety of SURVEY"ώ&" problNE diskette "X%" which does GENERAL COORDINATE GEOMETRY. It is"/b%" not one of the SUR-PAC programs. GEOMET is similar'jl%" to GEOM in SUR-PAC but has some added capability."̀%" GEOMET does:"̊%̔%" Coordinate generaRINT 7980 PRINT"THE TURN ANGLE IS MEASURED FROM THE PREVIOUS COURSE," 7990 PRINT"LOOKING BACK ON IT. THE BACK-SIGHT IS THE PREVIOUS" 8000 PRINT"POINT. 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