$ START USER-DEFINED METADATA =======================================================================
$
$ GENERAL CONVENTIONS USED IN iPOGO COMMAND FILE:
$ dollar sign ($) is a comment line
$ all iPOGO commands end with semi-colon (;)
$
$ GENERAL COMPUTING PROCEDURES:
$ This data file computes a 37 lot preliminary subdivision from a previous survey as follows:
$ set 1 through 6 using existing plat information, analyze traverse 201 -206, field ties 1001 -1006
$ set 7,8,9 to define the centerline control of a proposed road,
$ set 10 through 16 on the curve centerline and 50' right of way,
$ set 17 and 18 at the road right of way intersection with the outside boundary,
$ set 19 and 20 at the end and the center of a 50' radius cul-de-sac,
$ set 21 thru 26 at cul-de-sac fillets,
$ set 101 thru 174 on 100' lot line intersections with boundary and right of way
$ by holding a 40' BRL setback, and
$ set 500 through 604 for edge of pavement stakeout on 50' stations
$
$ CURRENT OWNERSHIP DATA:
$ Mr. W. purchased 22 acres +/- from Mr. B.,
$ by Deed Book 325 Pg 125, dated 5/3/1992, recorded 5/5/1992
$ with plat by this surveyor, see project #432
$
$ RESULTS OF GROUND RECONNAISSANCE:
$ Recovered all plat corners intact and undisturbed on 04/27/2000 as follows
$ corner 1 - 36" Black Oak with 3 hacks on south and north sides
$ corner 2 - 5/8" iron rebar with aluminum cap stamped 'LS #615'
$ corner 3 - set stone with 'x'
$ corner 4 - set stone with 'x'
$ corner 5 - 5/8" iron rebar with aluminum cap stamped 'LS #615'
$ corner 6 - 32" Red Oak with 3 hacks on east and north sides in line with r/w fence
$
$ END METADATA ======================================================================================
$ START BOUNDARY ANALYSIS COMPUTING COMMANDS ========================================================
$ Verify plat closure and coordinates
0 1 10000 10000 ; $ assign starting north and east to point 1
1 2 1 NE 45 30 05 998.25 SE 66 30 21 445.50 $ compute the plat's calls, set points 2 thru 6
SW 42 03 05 874.50 SW 3 31 09 998.53
NW 87 28 32 495.00 ; $ inversed closing line identical to plat
$ Traverse pts from previous survey, recovered and verified this survey, Ec = 1/105,000, Crandall, FB 82 Pg 112
0 201 9997.864228 10004.960284 202 10693.735610 10713.118484
203 10520.250552 11112.217911 204 9874.760511 10529.966911
205 8881.273731 10468.869064 206 8902.645092 9984.130216 ;
$ Sideshots to corners recovered by this survey
2 1001 201 201 206 112 10 30 5.20 ; 2 1002 202 202 201 123 58 37 6.04 ;
2 1003 203 203 202 144 17 32 8.55 ; 2 1004 204 204 203 70 43 52 5.31 ;
2 1005 205 205 204 134 30 49 7.00 ; 2 1006 206 206 205 134 17 00 6.73 ;
/*Description of Corners recovered by this survey
1001 = marked 36" Black Oak found 1002 = 5/8" iron rebar w/cap found
1003 = set stone with 'x' found 1004 = set stone with 'x' found
1005 = 5/8" iron rebar w/cap found 1006 = marked 32" Red Oak found */
100 Analysis of original plat versus corners recovered; 41 1 -6 ; 42 3 1001 -1006 ; -42 3 1001 -1006 ;
$ START COMPUTING COMMANDS FOR 37 LOT SUBDIVISION ===================================================
1 7 5 5 6 2e9 5 6 0; $ set centerline point #7 by splitting corner 5 to corner 6
1 8 4 4 1 2e9 4 1 0; $ set curve PI #8 by splitting the property in half
1 9 3 3 2 2e9 3 2 0; $ set centerline road projected at the end of the property
$ by splitting the property line in half from point 2 to 3
11 50 10 7 8 9 800 0; $ set C/L and 50 foot right of way points on 800' radius curve
3.1 17 11 11 7 25 5 5 6 0 11 11 7 -25; $ set intersections of the road right of way with s. property line
1 19 9 9 8 200 -9e9 50 ES; $ set the end and center points of a 50' cul-de-sac
12 21 25 50 25 50 12 20; $ set the cul-de-sac 25' fillets
-17 6 1 2 9 19; $ define rear property lines to intersect with side lot lines
1.4 101 100 -40 -40 $ compute 100' lots on left side of road with 40' BRL setback
17 15 10.1 16 25 26.1 24 20.1 19;
-17 5 4 3; $ define rear property lines to intersect with side lot lines
1.4 139 100 40 40 $ compute 100' lots on right side of road with 40' BRL setback
18 13 10.1 14 22 21.1 23 20.1 19;
-17; $ clear rear property line definition
16 500 1000 50 15 15 7 11 10.1 12 20; $ set edge of pavement on 50' stations
$ END COMPUTING COMMANDS FOR 37 LOT SUBDIVISION ======================================================
$ START PRINT/PLOT COMMANDS ==========================================================================
15.1 BDY BDY 1 1 1 ; $ define plot feature,layer,color,linestyle,thickness
15.1 RW RW 3 1 1 ;
15.1 LOT LOT 3 1 1 ;
15.1 CL CL 4 1 1 ;
15.1 TRAV TRAV 6 1 1 ;
91 ; $ turn plotting on
15 BDY; $ activate the boundary plotting feature
100 Total Boundary ; $ print text output label
-7 1 1 -6 1; $ inverse the plat boundary with subtotal area
15 RW; $ activate the right of way plotting feature
100 Street Dedication ; $ print text output label
7 1 17 15 10.1 16 25 26.1 24 -20.1 23 $ inverse the r/w lines
21.1 22 14 10.1 13 18 17 ;
15 LOT; $ activate the lot feature
15.2 "Section 1 - Lot "; $ define repeating heading for output
7 100 17 6 102 101 17; $ inverse lot closures for lots 100 thru 136
7 101 101 102 104 103 101;
7 102 103 104 106 105 103;
7 103 105 106 108 107 105;
7 104 107 108 110 109 107;
7 105 109 110 112 111 109;
7 106 111 112 114 113 111;
7 107 113 114 116 115 10.1 15 113; $ notice radius point is number 10
7 108 115 116 118 117 10.1 115;
7 109 117 118 120 119 10.1 117;
7 110 119 120 1 122 121 10.1 119;
7 111 121 122 124 123 10.1 121;
7 112 123 124 126 125 10.1 123;
7 113 125 126 128 127 16 10.1 125;
7 114 127 128 130 129 127;
7 115 129 130 132 131 129;
7 116 131 132 134 133 131;
7 117 133 134 136 135 20.1 24 26.1 25 133;
7 118 135 136 2 9 19 20.1 135;
7 119 19 9 3 172 171 20.1 19;
7 120 171 172 170 169 22 21.1 23 20.1 171;
7 121 169 170 168 167 169;
7 122 167 168 166 165 167;
7 123 165 166 164 163 165;
7 124 163 164 162 161 10.1 14 163;
7 125 161 162 160 159 10.1 161;
7 126 159 160 4 158 157 10.1 159;
7 127 157 158 156 155 10.1 157;
7 128 155 156 154 153 10.1 155;
7 129 153 154 152 151 13 10.1 153;
7 130 151 152 150 149 151;
7 131 149 150 148 147 149;
7 132 147 148 146 145 147;
7 133 145 146 144 143 145;
7 134 143 144 142 141 143;
7 135 141 142 140 139 141;
-7 136 139 140 5 18 139; $ inverse boundary lot 136 with subtotal areas
$ turn off repeating description heading
15.2 "";
$ activate centerline feature
15 CL;
100 Centerline Road Stationing; $ output label
77 1 1000 7 11 10.1 12 20; $ inverse station c/l road 10+00
$ activate the traverse feature
15 TRAV;
100 Traverse;
7 1 201 -206 201 ;
$ turn off plot
-91 ;
$ field stakeout ties from 8 bs 7 to points 101 thru 172
100 Stakeout from PI# 8, BS# 7 --------------------; $ output label
44 8 7 101 -172 ; $ angles
8 1 8 7 101 -172 ; $ bearings
$ list all coordinates
9 1 -99999;