CL V' (3 <3 ^ U. S. DEPARTMENT OF COMMERCE Jesse H. Jones, Secretary COAST AND GEODETIC SURVEY Leo Otis Colbert, Director a-23 DESCRIPTION AND PUNE COORDINATES OF STATIONS Local Control Survey Projects Work Projects Administration Carl T. Husemeyer, Project Superintendent February 2, 1937 to June 25, 1940 MERCER COUNTY PENNSYLVANIA W KAV *l4ik; Compiled Philadelphia Computing Office U. S. Coast and Geodetic Survey Work Projects Administration Project OP-765-23-3-7 FOREWORD The data described In the following pages resulted from a control survey project of the Work Projects Administration during the period from February 2, 1937 to June 25» 19^0* The surveys were made under the di¬ rection of Carl T. Husemeyer, Project Superintendent. The work was executed under Federal allocation of funds identified by the following project numbers: 11799> 16286, 20365, 43200. The sponsor of the project was the Board of County Commlssioners, D. K. Callahan, President. The fundamental control is triangulatlon of first- order accuracy. The supplemental control consists of traverse accomplished with speclfications for a check of 1:10,000 on established stations. No elevations are available for these stations. The Work Projects Administration furnished all the personnel for the field work. The computatlons and adjust- ments were made by the U. S. Coast and Geodetic Survey. The Philadelphia Computing Office, a Work Projects Adminis¬ tration project (0P-765-23-3-7)» sponsored by the Coast and Geodetic Survey, prepared the data for this publication. The coordinates of the triangulatlon and traverse sta- tions are given in feet expressed on the Pennsylvania State Plane Coordinate System, North Zone. A description of this system is given in Special Publication No. 193» "Manual of Plane Coordinate Computation,“ and 194, “Manual of Traverse Computation on the Lambert Grid," which may be obtained from the Superintendent of Documents, Washington, D. C. These plane coordinate systems are also described in the following publications lssued by the Pennsylvania State Planning Board, 928 N. 3rd Street, Harrisburg, Pennsylvania: "A Standard System of Plane Coordinates for Pennsylvania," Publication No. 2; and "A Standard System of.Plane Coordi¬ nates for Pennsylvania Non-Technical Explanation," Publi¬ cation No. 3. Additional information concerning this work may be obtained by addressing the Director, U. S. Coast and Geodetic Survey, Washington, D. C. M-1242-2 CONTENTS PAGE FIRST-ORDER TRIANGULATION SECOND-ORDER TRAVERSE: Line No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. No. Mercer-Venango County Line A Williamson, 1937 to Grove City Grove City to Sandy Lake A Michaels, 1937 to State Highway Sandy Lake to Mercer-Crawford County Line State Highway No. J8 - Mercer-Venango County Line Sandy Lake to Mercer-Venango County Line Sandy Lake to Fiddler's Green CITY SURVEYS: Route U.S. 62 to State Route 35^> via Stoneboro 10 Sandy Lake to U.S. Highway 19 11 Mercer to Mercer-Crawford County Line 12 Mercer to Mercer-Lawrence County Line 12A North of Millburn to Volant Mercer to Bowman School New Hamburg to Greenville Greenville to Mercer-Crawford County Line Richard School to Wheeler] Hill Sharpsville to Wheatland IS Bethel to SW corner Mercer County 19 Penna.-Ohio State Line 20 Mercer-Crawford County Line 21 Grove City to North of Millburn ll ll 17 12 20 21 24 25 27 28 30 31 32 44 5*7 49 52 54 55 V 61 66 73 Farrel, Pa. Greenville, Pa. Grove City, Pa. Mercer, Pa. Mercer Boro Boundary, Pa. Sharon, Pa. Sharpsville, Pa. Wheatland, Pa. 77 SO 82 SS 91 94 103 105 M-124-9-2 M-1242-2 M-1242-2 M-1242-2 INDEX INDEX X STATION A A 1 A E A 2 E. Base A 2 W. Base A 3 A 4 A 4 Intermediate A 5 A 6 A 7 A 8 A 9 A 10 A ll A 12 A 13 A 14 A 15 A 16 A 16 Offset A 17 A 18 A 19 A 19 Offset A 20 A 21 Allen Ammon Ammon "A" Ammon "B" Ammon "C1* Armstrong Armstrong (P.O.T. ] B B 1 B 2 B 3 B 4 B 4 Intermediate B 5 B 6 B 7 B 8 B 8 Intermediate B 9 B 10 B ll B 12 B 13 B 14 B 15 B 16 B 17 B 18 B 18 Intermediate B 18 Intermediate B 18 Intermediate B 19 B 20 B 21 Babin BL BL-1 BL-1 Offset ..BL-2 BL-2 Offset BL-3 BL-4 BL-5 BL-6 BL-7 BL-8 BL-9 BL-10 BL-11 BL-12 BL-13 BL-14 BL-15 BL-16 BL-17 BL-18 BL-19 BL-20 BL-21 BL-22 BL-23 BL-24 BL-25 BL-2 6 BL-27 BL-28 BL-29 BL-30 BL-31 BL-32 BL-32 Offset BL-33 BL-34 BL Offset Black Book Buhl Farm 0 C 1 C 2 0 3 C 4 C 5 LINE NO. PAGE STATION LINE NO. PAGE Mercer 88 18 57 1 18 1 18 1 18 1 14 20 71 20 71 19 62 19 63 12A 45 16 54 13 48 2 20 3 22 7 28 10 32 5 26 10 33 ll 37 ll 37 ll 36 12A 44 14 49 14 49 21 73 21 73 Mercer 1 Meroer 1 12A 45 12A 45 12A 45 Meroer .1 1 12 42 Meroer 88 18 57 1 18 1 14 20 71 20 71 19 63 19 63 12A 45 14 49 14 49 13 48 2 20 3 22 7 28 10 32 5 26 10 33 ll 38 ll 36 12A 44 No. 1 12A 44 No. 2 12A 44 No. 3 12A 44 14 49 21 73 21 74 Mercer 1 Mercer Boro Boundary 91 Meroer Boro Boundary 91 Mercer Boro Boundary 91 Mercer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 ll 35 Mercer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 91 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Mercer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Mercer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 92 Meroer Boro Boundary 93 Meroer Boro Boundary 93 Meroer Boro Boundary 93 Meroer Boro Boundary 93 Mercer Boro Boundary 93 Meroer Boro Boundary 93 Meroer Boro Boundary 91 Mercer 1 Meroer 1 Meroer 1 Meroer 88 18 57 1 18 20 66 20 71 19 63 C 6 C 7 C 8 C 9 0 10 C ll C 12 0 13 C 14 0 15 C 16 C 17 C 18 C 19 C 19 Intermediate C 20 Callahan Charleston County Corner 40+14 (1897) County Corner NW (Eoo.) County Corner Northwest True (1909) 0+08.9 County Corner SW D D 1 D 2 D 3 D 4 D 5 D 6 D 7 D 8 D 8 Intermediate D 9 D 10 D ll D 12 D 13 D 14 D 15 D 16 D 17 D 17 Offset D 18 D 19 D 20 D.H.O.C. D.L. No. 460 NE Corner Deer Creek Deniker Dight Donner E E 1 E 2 E 3 E 4 E 5 E 6 E 6 Intermediate E 7 E 8 E 9 ' E 10 E ll E 12 E 13 E 14 E 15 E 16 2 17 E 17 Offset B 18 E 18 Intermediate E 19 E 20 Elder Elliott Els (Township Corner) F F 1 F 2 F 3 F 4 F 5 F 6 F 7 F 7 Intermediate F 8 F 8 Intermediate F 9 F 10 F ll F 12 F 13 F 13 Intermediate F 14 F 15 F 15 Intermediate F 16 F 17 F 18 F 19 F 19 Intermediate F 19 Offset 19 63 12A 45 14 49 13 47 2 20 3 22 7 28 10 32 5 26 10 33 ll 38 ll 36 12 41 14 49 14 49 21 73 Mercer 2 Mercer 2 12A 45 Meroer 2 20 72 18 60 Meroer 88 18 57 1 18 20 66 20 72 18 59 18 59 12A 45 14 50 14 50 13 47 2 20 3 22 7 28 10 32 5 26 10 33 ll 38 ll 36 ll 36 12 41 14 49 21 73 16 54 1 13 Meroer 2 Meroer 2 Mercer 2 Mercer 2 Meroer 88 18 57 1 18 20 67 20 72 18 59 18 59 18 59 12A 45 14 50 13 47 2 20 3 22 7 28 10 32 5 26 10 33 ll 38 ll 36 ll 36 12 42 12 42 14 49 21 73 Meroer 3 Meroer 3 12A 44 Meroer 88 18 57 1 17 20 67 20 72 18 59 18 59 12A 44 12A 44 14 50 14 50 13 47 3 21 3 22 7 28 10 32 10 32 5 26 10 33 10 33 ll 38 ll 36 12 42 14 49 14 49 14 49 T 97-15 m INDEX STATION LINE NO. PAGE F 20 21 73 F.B.B. (FarrellBoundary Point) Sharon 101 FJW 4 24 Farrell Meroer 3 Farrell Boundary Point Farrell 79 Farrell City Boundary Point Farrell 78 Fay Ueroer 3 Fiddlers Meroar 3 Fritz Ueroer 3 Fruit Ueroer 3 0 Ueroer 88 G 1 18 57 G 2 1 17 G 3 20 67 G 4 20 72 G 5 18 59 G 6 18 59 G 7 12A 44 G 8 14 50 G 8 Intermediate 14 50 G 9 13 47 G 10 3 21 G ll 3 22 G 12 7 28 G 13 10 32 G 14 5 26 G 15 10 33 G 16 ll 38 G 17 ll 36 G 18 12 42 G 19 14 49 G 20 21 73 G.C. 1-1 Grove City 83 G.C. 2-1 Grove City 84 G.C. 3-1 Grove City 84 G.C. 4-1 Grove City 84 G.C. 5-1 Grove City 84 G.C. 6-1 Grove City 84 G.C. 7-1 Grove City 84 G.C. 8-2 Grove City 84 G.C. 9-2 Grove City 84 G.C. 10-2 Grove City 84 G.C. 11-2 Grove City 84 G.C. 12-2 Grove City 84 G.C. 13-2 Grove City 84 G.C. 14-3 Grove City 85 G.C. 15-3 Grove City 85 G.C. 16-3 Grove City 85 G.C. 17-3 Grove City 85 G.C. 18-3 Grove City 85 G.C. 19-5 Grove City 86 G.C. 19-5 Offset Grove City 86 G.C. 20-5 Grove City 86 G.C. 20-5 Offset Grove City 86 G.C. 21-4 Grove City 85 G.C. 21-4 Offset Grove City 85 G.C. 22-4 Grove City 85 G.C. 22-4 Offset Grove City 85 G.C. 23-4 Grove City 85 G.C. 23-4 Offset Grove City 85 G.C. 24-4 Grove City 85 G.C. 25-4 Grove City 85 G.C. 26-4 Grove City 85 G.C. 27-4 Grove City 85 G.C. 28-4 Grove City 86 G.C. 29-6 Grove City 86 G.C. 30-6 Grove City 86 G.C. 31-6 Grove City 86 G.C. 32-6 Grove City 86 G.C. 33-7 Grove City 86 G.C. 34-7 Grove City 86 G.C. 35-7 Grove City 86 G.C. 36-7 Grove 'City 86 G.C. 36-7 Offset Grove City 86 G.C. 37-8 Grove City 87 G.C. 37-8 Offset Grove City 87 G.C. 38-8 Grove City 87 G.C. 38-8 Offset Grove City 87 G.C. 39-8 Grove City 87 G.C. 39-8 Intermediate Grove City 87 G.C. 40-8 Grove City 87 G.C. 40-8 Intermediate Grove City 87 G.C. 41-9 Grove City 87 G.C. 42-9 Grove City 87 G.C. 43-9 Grove City 87 G.C. 44-10 Grove City 87 G.C.-A Grove City 82 G.C.-B Grove City 82 G.C.-C Grove City 82 G.C.-D Grove City 82 G.C.-D Offset Grove City 82 G.C.-S Grove City 82 G.C.-F Grove City 82 G.C.-F Offset Grove City 82 G.C.-G Grove City 82 G.C.-H Grove City 82 G.C.-J Grove City 82 G.C.-X Grove City 82 G.C.-L Grove City 82 G.C.-M Grove City 82 G.C.-M Offset Grove City 82 G.C.-N Grove City 83 G.C.-P Grove City 83 G.C.-Q Grove City 83 G.C.-R Grove City 83 G.C.-S Grove City 83 G.C.-T Grove City 83 STATION LINE NO. PAGE G.C.-U Grove City 83 G.C.-V Grove City 83 G.C.-W Grove City 83 G.C.-W Offset Grove City 83 G.C.-X Grove City 83 G.O.-X Offset Grove City 83 G.O.-Y Grove City 83 G.C.-2 Grove Oity 83 Gilmore Ueroer 4 Grove City Ueroer 4 H Ueroer 88 H 1 1 12 H 2 1 17 H 3 20 67 H 4 20 72 H 5 18 39 H 6 18 59 H 6 Intermediate 18 59 H 7 12A 44 H 8 14 50 H 9 13 47 H 10 3 21 H ll 3 22 B 12 7 28 H 13 10 32 B 14 6 27 B 15 10 33 B 16 ll 39 B 16 Offset ll 39 B 17 ll 36 B 18 12 42 B 18 Intermediate 12 42 B 19 14 49 B 20 21 73 H.S.L. 18 57 Hartman Ueroer 4 Henderson Ueroer 4 Humphrey Ueroer 4 miff Ueroer 4 Irwin Ueroer 5 Irwin Azimuth Mark No. 2 Ueroer 5 J Ueroer 88 J 1 3 12 J 2 1 17 J 3 20 69 J 4 20 72 J 5 19 65 J 6 18 59 J 7 12A 44 J 7 Intermediate 12A 44 J 8 14 51 J 9 13 47 3 10 3 21 3 ll 3 22 3 12 7 28 3 13 5 25 3 14 6 27 3 15 10 33 J 16 ll 39 3 16 Intermediate ll 39 3 16 Offset ll 39 3 17 ll 35 3 18 12 42 3 19 14 51 3 20 21 73 3WK 4 24 Jack Ueroer 5 Jamestown Ueroer 5 Jel 13 47 Jones Ueroer 5 X Meroer 88 X 1 1 12 X 2 1 17 X 3 20 69 X 4 19 61 X 5 19 65 X 6 18 58 X 7 12A 44 X 8 15 53 X 9 13 47 X 10 3 21 X ll 3 23 X 12 7 28 X 12 Offset 7 28 X 13 5 25 X 14 6 27 X 15 10 33 X 16 ll 39 X 16 Offset ll 39 X 17 ll 36 X 18 12 42 X 19 14 51 X 19 Intermediate 14 51 X 20 TL 12A 44 L Mercer 88 L 1 1 12 L 2 1 17 L 3 20 69 L 4 19 61 L 5 19 65 L 6 18 58 L 7 20 68 L 8 15 52 T 97-16 INDEX INDEX STATION LINE NO. PAGE L 9 13 47 L 10 3 21 L ll 3 23 L 12 7 29 L 13 5 25 L 14 6 27 L 15 10 33 L 16 ll 39 L 17 ll 35 L 18 12 42 L 19 14 51 L 20 TL 12A 44 L Offset Mercer 88 Leighty Mercer 5 M Mercer 88 M 1 1 12 M 2 1 17 M 3 20 69 M 4 19 61 M 5 19 65 M 6 18 58 M 7 20 68 M 8 15 52 M 9 13 47 M 10 3 21 M ll 3 22 M 12 7 29 M 12 Intermediate 7 29 M 13 5 25 M 14 6 27 M 15 10 34 M 16 ll 39 M 17 ll 35 M 18 12 42 M 19 14 51 M 20 21 75 M 41 ♦ 1777 Meroer 5 M 42 19 62 M 43 19 62 M 44 Ece. 19 62 M 45 Index 19 62 M 46 19 62 M 47 ♦ 2717.4 (Ece.) Mercer 5 M 48 19 62 M 51 19 64 M 52 19 64 M 53 19 64 M 54 19 65 M 55 Mercer 6 M.C.S.L. 1 17 M Offset Mercer 88 McClellan Meroer 6 McClelland Azimuth Mark 1 16 MoComb Meroer 6 McCurdy N Base 12A 46 McCurdy S Base 22 ♦ 09 (1897) 12A 46 McDaniels Mercer 6 McKay Meroer 6 McKay Intermediate No. 1 18 59 McKay Intermediate No. 2 18 59 McKay Reference Mark No. 2 18 59 Mercer Mercer 6 Meyers Mercer 7 Michaels Meroer 6 Middlesex Mercer 7 Mill Creek Meroer 7 Mill Creek A 1 17 Mill Creek Azimuth Mark 1 18 Miller Mercer 7 Mitchell Mercer 7 Morneweck Mercer 7 MP 36 19 61 MP 37 19 61 N Mercer 89 N 1 1 12 N 2 1 16 N 3 20 69 N 4 19 61 N 5 19 64 N 6 18 58 N 7 20 68 N 8 15 52 N 9 13 47 N 10 3 21 N ll 3 23 N 12 7 29 N 13 5 25 N 14 6 27 N 15 10 34 N 16 ll 39 N 16 Offset ll 39 N 17 ll 35 N 18 12 42 N 19 14 51 N 20 21 74 N 30 Meroer 88 National Malleable Casting Co: Survey Marker No. 1 Sharon 98 Survey Marker No. 2 Sharon 99 Survey Marker No. 3 Sharon 99 Northeast Corner Mercer 7 Northeast Wheatland Borough Comer Wheatland 106 NWMB Offset 13 47 0* Hern Meroer 8 Osborn Mercer 8 m STATION LINE NO. PAGE P Mercer 89 P 1 1 12 P 2 E Base 1 16 P 2 W Base 1 16 P 3 20 69 P 4 19 61 P 5 19 64 P 6 North Base 18 58 P 6 South Base 18 58 P 7 20 68 P 8 15 52 P 9 13 47 P 10 3 21 P ll 3 23 P 12 7 29 P 13 5 25 P 14 9 31 P 15 10 34 P 16 ll 39 P 17 ll 35 P 18 12 42 P 19 21 75 P 20 21 74 P.H.D. 14 50 P.I. (Point of Intersection Porker Street and Pairgrounds Road) ll 35 Peterson Mercer 8 Primary Traverse Station No. 2 Penna., U.S.G.S. 1908 1 14 Prospect Mercer 8 ft Mercer 89 ft Offset Mercer 89 ft 1 1 13 ft 2 1 16 ft 3 20 70 ft 4 19 61 ft 5 19 64 ft 6 18 58 ft 7 20 68 ft 8 15 52 ft S Wheatland 106 ft 10 3 21 ft ll 8 30 ft 12 4 24 ft 13 5 25 ft 14 9 31 ft 15 10 34 ft 16 ll 40 ft 17 ll 35 ft 18 12 43 ft 19 21 75 ft 20 21 74 R Meroer 89 R (P.O.T.) Mercer 89 R 1 1 13 R 2 1 16 R 3 20 71 R 4 19 61 R 5 19 64 R 6 18 58 R 7 20 68 R 8 15 52 R 9 • Wheatland 106 R 10 3 21 R ll 8 30 R 12 4 24 R 13 5 25 R 14 9 31 R 14 Intermediate 9 31 R 15 10 34 R 15 Intermediate 10 34 R 16 ll 40 R 17 ll 35 R 17 Intermediate ll 35 R 18 12 43 R 19 21 75 R 19 Intermediate No. 9 21 74 R 20 Township Comer 21 76 Reed Mercer 8 Rodgers Mercer 8 S Mercer 89 S 1 1 13 S 2 1 16 S 2 E Base 1 15 S 2 W Base 1 15 S 3 20 70 S 4 19 61 S 5 19 64 S 6 18 58 S 6 Intermediate 18 58 S 7 20 68 S 8 15 52 S 9 Wheatland 106 S 10 3 21 S ll 8 30 S 12 4 24 S 13 5 25 S 14 9 31 S 14 Intermediate 9 31 S 15 10 34 S 16 (P.O.T.) ll 40 S 17 ll 35 S 18 12 43 S 19 21 75 T 97-17 INDEX INDEX STATION LINE NO. PAGE STATION LINE NO. S 20 21 74 W 4 19 S.W.G.S. 15 52 W 4 Intermediate 19 Sharon Mercer 8 W 5 19 Sharon Northeast Base 19 64 W 6 18 Sharon Southwest Base 19 64 W 7 16 Sharpsville Mercer 8 W 8 15 Shenango Mercer 9 W 9 2 SLW 18 57 W 10 3 Smith Mercer 9 W ll 8 Smith 12A 46 W 12 10 Smith "A" 12A 46 W 13 5 Smith "B" 12A 46 W 14 9 Sonnett Meroer 9 W 15 ll Southeast Corner 1 12 W 15 Offset ll Spears Mercer 9 W 16 ll Spenoer Mercer 9 W 16 Offset ll Spenoer Intermediate 18 59 W 17 12 Stony Ridge Meroer 9 W 18 21 SWCS 13 47 W 19 21 SWCS Intermediate No. 3 13 47 W 20 W.B.B. (Wheatland Borough 21 T 1 1 13 Boundary Corner) Wheatland T 2 1 15 W.C. - W 1 T 3 20 70 W.E.M. Co., Property Line Marker: T 4 19 61 No. 1 Sharon T 5 19 63 No. 2 Sharon T 5 Offset 19 63 No. 3 Sharon T 6 18 58 No. 4 Sharon T 7 20 68 W.S. (Township Corner) 12A T 8 15 52 W.S. Intermediate 12A T 8 Offset (P.O.T.) 15 52 Water Mercer T 9 Sharon 100 Werry Mercer T 10 3 21 Wesley Mercer T ll 8 30 Wheeler Mercer T 12 4 24 Williams Mercer T 13 5 25 Williams Azimuth Mark 20 T 14 9 31 Williamson Mercer T 15 10 34 Williamson Azimuth Mark (1937) 2 T 16 ll 37 Wilmington Meroer T 16 Offset ll 37 WPSW 18 T 17 12 41 T 18 12 43 X Mercer T 19 21 75 X 1 1 T 20 21 74 X 2 1 T (Otter Street) Mercer 89 X 3 20 T (West Uarket Street) Mercer 89 X 4 19 T Offset (Otter Street) Meroer 89 X 5 19 Thevitt Meroer 9 X 6 18 Thiel Meroer 9 X 7 16 Turner Meroer 10 X 9 2 X 10 3 U Mercer 89 X ll 8 U 1 1 13 X 12 10 U 2 1 15 X 13 5 U 3 N Base 20 70 X 14 9 U 3 S Base SO 70 X 14 Intermediate 9 U 4 19 61 X 15 ll U 5 U 6 U 6 Intermediate U 7 19 18 18 16 63 58 58 54 X 15 Offset X 16 X 16 Offset ll ll ll U 8 15 52 X 17 12 U 9 Sharon 100 X 18 21 U 10 3 21 E 19 21 U ll 6 30 X 20 21 U 12 4 24 U 13 5 25 Y 1 1 U 14 9 31 Y 2 1 U 15 ll 38 Y 3 20 U 16 ll 37 Y 4 19 U 16 Offset ll 37 Y 5 19 U 17 12 41 Y 6 18 U 17 Intermediate No. 1 12 41 Y 7 16 0 17 Intermediate No. 2 12 41 Y 8 13 U 18 12 43 Y 9 2 U 18 Intermediate 12 43 Y 10 3 U 19 21 75 Y ll 7 U 20 21 74 Y ll Offset 7 U.S.G.S. Primary Traverse Station Y 12 10 No. 2 Penna., 1908 1 14 Y 12 Intermediate 10 Y 13 5 V Meroer 89 Y 14 9 Y 1 1 13 Y 15 ll V 2 1 15 Y 16 ll Y 3 20 70 Y 16 (P.O.T.) ll V 4 19 61 Y 17 12 V 5 19 63 Y 18 (ELFS) 21 V 6 18 58 Y 19 21 V 7 16 54 Y 20 21 V 8 15 52 V 9 2 20 Z 1 1 V 10 3 21 Z 2 1 Y ll 8 30 Z 3 20 V 12 4 24 Z 4 19 Y 13 5 25 Z 5 19 V 14 9 31 Z 6 18 V 16 V 16 Offset ll ll 37 37 Z 7 Z 8 16 13 2 3 V 17 12 41 Z 9 V 17 Intermediate V 19 12 21 41 75 Z 10 V 20 21 73 Z ll 7 Van Tassel Meroer 10 Z 12 10 Viotory Mercer 10 Z 13 Z 14 5 10 W Meroer 89 Z 14 Offset 10 W 1 1 14 Z 15 ll W 2 1 15 Z 16 ll W 3 20 70 Z 17 12 PAGE 62 62 64 58 54 52 20 22 30 32 25 31 38 38 37 37 41 76 74 73 105 14 96 96 97 97 45 45 10 10 10 ll ll 68 ll 20 ll 57 89 14 15 70 62 63 57 54 20 22 30 32 25 31 31 38 38 37 37 41 75 74 73 19 14 71 62 63 57 54 48 20 22 28 28 32 32 25 31 38 36 36 41 75 74 73 18 14 71 62 63 57 54 48 20 22 28 32 25 32 33 37 36 41 T 97-18 INDEX INDEX STATION LINE NO. PAGE Z 18 21 75 Z 19 21 74 Z 20 21 73 34 ♦ 80 (1897) 12A 45 64 + 00.0 20 72 112 ♦ 41.3 " 20 72 169 ♦ 61.0 20 72 203 ♦ 52.1 (1909) 20 71 241 + 09.6 (1909) 20 71 249 + 12.9 20 71 275 + 91.4 20 71 331 + 68.4 20 70 384 + 90.4 20 70 495 ♦ 53.1 20 70 550 + 36.0 20 69 550 ♦ 36.0 Intermediate 20 69 605 + 57.0 (1909) 20 69 660 + 00.3 20 69 713 ♦ 15.2 (1909) 20 69 768 + 25.9 (1909) 20 69 823 + 42.2 (1909) 20 68 878 -t- 49.8 (1909) 20 68 932 + 43.0 (1909) 20 67 986 ♦ 86.7 (1909) 20 67 1041 ♦ 65.1 (1909) 20 67 1080 ♦ 13.2 (1909) 20 67 1101 + 96.8 (1909) 20 67 1111 ♦ 55.3 Offset 20 67 1159 + 66.8 (1909) 20 66 1168 ♦ 74.1 D.C.-P.C. (1909) 20 66 1206 + 12.0 (1909) 20 66 1255 ♦ 12.8 (1909) 20 66 1303 ♦ 44.2 (1909) 20 66 1334 ♦ 07.8 (1909) 20 66 1447 ♦ 72.3 NE Corner 20 66 1 P 17 55 1 P Intermediate: No. 1 17 55 No. 2 17 55 No. 3 17 55 2 P 17 56 3 P (P.O.T.) 17 56 4 P 17 56 5 P 17 56 6 P 17 56 6 P 2 Farrell 77 7 F Farrell 77 8 P Farrell 77 9 F Farrell 77 10 F Farrell 77 ll P Farrell 77 12 P Farrell 77 13 P Farrell 77 14 P Farrell 77 15 P Farrell 77 16 P Farrell 78 17 P Farrell 78 18 P Farrell 78 19 P Farrell 78 20 P Farrell 78 21 F Farrell 78 22 P Farrell 78 22 P Intermediate Farrell 78 23 P (P.O.T.) Farrell 78 24 P (P.O.T.) Farrell 78 25 F (P.O.T.) Farrell 78 26 P Farrell 78 27 F Farrell 79 28 P Farrell 79 29 P Farrell 79 30 F Farreli 79 31 P Farrell ! 79 32 P Farrell 79 33 F Farrell 79 34 P Farrell 79 35 F Farrell 79 1 G Greenville 80 1 G Offset Greenville 80 2 G > Greenville 80 3 G Greenville 80 4 G Greenville 80 4 G Offset Greenville 80 5 G Greenville 80 5 G Offset Greenville 80 6 G Greenville 80 7 G Greenville 80 8 G Greenville 80 9 G Greenville 80 10 G Greenville 80 ll G Greenville 80 12 G Greenville 80 13 G Greenville 81 14 G Greenville 81 15 G Greenville 81 16 G Greenville 81 17 G Greenville 81 18 G Greenville 81 19 G Greenville 81 20 G Greenville 81 21 G Greenville 81 22 G Greenville 81 23 G Greenville 81 3ZT STATION LINE NO. PAGE 24 G Greenville 81 25 G -Greenville 81 26 G Greenville 81 1-M Meroer 90 2-M Mercer 90 3-M Mercer 90 4-M Mercer 90 5-M Mercer 90 6-M Meroer 90 7-M Meroer 90 7-M Intermediate Mercer 90 1 S 17 55 2 S 17 55 2 S Intermediate 17 55 3 S 17 55 4 S 17 55 5 S 17 55 6 S 17 55 7 S 17 55 8 S Sharon 94 9 S Sharon 94 10 S Sharon 94 ll S Sharon 94 12 S Sharon 94 13 S Sharon 94 14 S Sharon 94 15 S Sharon 94 16 S Sharon 94 17 S Sharon 94 18 S Sharon 94 18 S Offset Sharon 94 19 S Sharon 94 20 S Sharon 94 21 S Sharon 95 22 S Sharon 95 23 S Sharon 95 24 S Sharon 95 25 S Sharon 95 26 S Sharon 95 27 S Sharon 95 28 S Sharon 95 29 S Sharon 95 30 S Sharon 95 31 S Sharon 95 32 S Sharon 96 33 S Sharon 96 34 S Sharon 93 34 S Offset Sharon 96 35 S Sharon 96 36 S Sharon 96 36 S Offset Sharon 96 37 S Sharon 96 38 S Sharon 96 39 S Sharon 96 40 S Sharon 96 41 S Sharon 97 42 S Sharon 97 43 S Sharon 97 44 S Sharon 97 45 S . Sharon 97 46 S Sharon 97 46 S Offset Sharon 97 47 S Sharon 97 48 S Sharon 97 49 S Sharon 97 49 ,S Intermediat® Sharon 97 50 S Sharon 97 51 S Sharon 98 52 S Sharon 98 53 S Sharon 98 54 S Sharon 98 55 S Sharon 98 56 S Sharon 98 57 S Sharon 98 58 S Sharon 98 59 S (Malleable Sheet Co. , Survey Marker) Sharon 98 60 S Sharon 98 61 S Sharon 98 62 S Sharon 98 63 S Sharon 99 64 S Sharon 99 65 S Sharon 99 66 S Sharon 99 67 S Sharon 99 68 S Sharon 99 69 S Sharon 99 70 S Sharon 99 71 S Sharon 99 72 S Sharon 99 73 S Sharon 100 74 S Sharon 100 75 S Sharon 100 76 S Sharon 100 77 S Sharon 100 78 S Sharon 100 79 S Sharon 100 80 S Sharon 100 81 S Sharon 100 82 S Sharon 101 83 S Sharon 101 84 S Sharon 101 85 S Sharon 101 86 S Sharon 101 87 S Sharon 101 T 97-19 INDEX m STATION LINE NO. PAGE 88 S Sharon 101 89 S Sharon 101 90 S Sharon 101 91 S - Sharon 101 92 S Sharon 101 93 S Sharon 101 94 S Sharon 101 95 S Sharon 102 96 S Sharon 102 97 S Sharon 102 99 S Sharon 102 100 S Sharon 102 101 S Sharon 102 102 S Sharon 102 103 S Sharon 102 104 S Sharon 102 105 S Sharon 102 106 S Sharon 102 1 SV Sharpsville 103 2 SV Sharpsville 103 3 SV Sharpsville 103 4 SV Sharpsville 103 5 SV Sharpsville 103 6 SV Sharpsville 103 7 SV Sharpsville 103 8 SV Sharpsville 103 9 SV Sharpsville 103 9 SV Offset Sharpsville 103 10 SV Sharpsville 103 10 SV Offset Sharpsville 103 1 W Wheatland 105 2 W Wheatland 105 3 W Wheatland 105 4 W Wheatland 105 5 W Wheatland 105 6 W Wheatland 105 7 W Wheatland 105 8 W Wheatland 105 9 W Wheatland 105 10 W Wheatland 105 ll w Wheatland 105 12 W Wheatland 105 13 W Wheatland 105 14 W Wheatland 105 14 W P.O.T. Wheatland 105 15 W Wheatland 106 T 97-20 1 UNITED STATES COAST AND GEODFTIC SURVEY AND STATE SURVEY First-ordei Triangulatlon Mercer County, Pennsylvania. The following descrlptlona of triangulatlon stations are lieted In alphabetical order without regard to their occurrence within the scheme. A sketch of the scheme of triangulatlon for the county is shown at the front of this volume. ALLEN (Mercer County,Pa.,Pa .Geod.S,,1937)-- Located on dirt road 0.7 mile S of its intersection with State Route 468, 9«5 miles SW of Mercer. Station is SW of ”Ln turn in road, about 25 feet at this point. Land owned by J.C. Allen of New Wilmington, R.D., whose residence is 0.3 mile E of station. Surface, underground, reference, and azimuth marks are Pa. Coordinate System standard bronze disks set in square blocks of concrete. Surface mark is flush with surface. Reference mark No.l is in fence comer and projects 8 inches, Reference mark No.2 is 1 foot V/ of W right-of-way fence line and projects 1 foot. Azimuth mark is reached by going N to State Route 468; thence left, SW for about 0.4 mile. Mark is on left or S near a road sign. OBJECT STONY RIDGE R.M.No.l R.M.No.2 Az.Mk. DISTANCE feet 1*8.78 193.62 DIRECTION o° 00»0020 90 06 17 20 4o 15.5 Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23.6 meters. Plane Coordinates (N): x “1,277,577.35 feet, y « 364,771*..99 feet. AMMON (Mercer County,Pa.,J.B.Jr,,1935)—This first-order station is about ll 1/2 miles WSW of Grove City, 10 miles ME of New Castle, 7 l/£ miles SSW of Mercer (all air-line distances) and 2.7 miles, by road, E by N of New Wilmington, on property of J.H. Ammon. To reach from New Wilmington, go eastward on the Volant road (macadam) 1.0 mile to a dirt T-road NE.__ Turn on this road and follow 1.7 miles to an orchard at the top of a hill at the end of a curve. This orchard is on the N side of the road, about 1/1*. mile E of Ammon1 s house and 1/4*. mile W of a crossroads at Mr. Livingston's house. The stationis in the SE corner of the orchard, in range with the second row of trees from the E, 10.8 meters N of the center line of the road. The mark projects about 3 Inches above ground. Surface, underground, reference, and azimuth marks are standard bronze disks set in concrete as described in notes la, 7a, and 11a. _ Reference mark No.l is E of the station, and 1*. meters N of the center line of the road. Reference mark No.2"Is SW of the^ station and 5 meters S of the center line of the\ road in the edge of a pasture. The azimuth mark is SSW of the station, 1.3 miles by road. Reached by going E to crossroads and turning right to mark. It is 5 meters E of the center line of the road, and 2 meters NNE of a telephone pole. The mark projects about 5 inches, and is visible from the ground at the station. OBJECT DISTANCE BLACK meters feet R.M.No.l 31.74-5 104.16 Az.Mk. 1/2 mile R.M.No.2 26.340 86.42 No other objects V.G. A 110-foot tower required. Plane Coordinates (N): x - 1,301,006.23 feet, y * 361,631.97 feet. DIRECTION 0° 00* 0020 22 42 28 131 16 40.5 145 01 28 AMMON (Mercer County,Pa,,J.B.Jr., 19355.S., 1937)“** Prom New Wilmington NE on State Route I50, a distance of 2 miles, thence E on State Route 208 for 1 mile, thence S along dirt road for a distance of about 1 mile to intersection of dirt road, thence E about 0.4 mile. Station is In SE corner of orchard on property of J.H. Ammon, Station found In good condition. All reference marks re¬ covered. Azimuth mark measured In January 1938 with first-order base tape, by Pennsylvania Geodetic Survey, Field value — 944.257 meters. (Reduced to horizontal ground level) ******* ARMSTRONG (Lawrence County,Pa.,Pa.Geod.S.,1937)—Station is located on land owned by Thos, J. Armstrong and is in a cul¬ tivated field approximately 150 feet W of the edge of pavement and adjacent to the county-line marker. Station mark is 0.8 foot below the surface. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square blocks of concrete. Reference and azimuth marks are Pa. Coordinate System bronze disks set in fast boulders. Azimuth mark is flush with surface. Reached by continuing S on U.S. Route 19 for 0.2 mile, thence W on dirt road for 0.2 mile, thence right through field to summit about 200 yards. Station reached from Mercer via U.S, Route 19 S to Leesburg, thence continue S for 1.3 miles to station site and county line. Mr, Armstrong lives in the house about 1/8 mile NE and across highway. OBJECT DISTANCE AMMON feet R.M.No.l 261.68 R.M.No.2 123.86 W.T. No.5 Mine W.T. No.2 Mine Az.Mk. Height of light above station mark DIRECTION o° oo» 0020 268 59 34 & ,, 125 19 44.2 16143 10.1 296 19 07.5 27*4 meters. feet. Height of telescope above station markâ–  30.4 meters. Plane Coordinates (N): x â–  1,320,058.05 feet, y * 355,580.27 ******* BABIN (Mercer County,Pa.,Pa.Geod.S.,1937)—Located on dirt road 0.8 mile S from its intersection with State Route 258, 5*2 miles NW from Mercer. Station is at nTn intersection of dirt roads, in field 9 feet SW of "Tn intersection of fences on property of Frank Babnis. Surface, underground, reference, and azimuth marks are Pa. Coordinate System standard bronze disks in boulders. Reference mark No.l is S of station in fence line. Reference mark No.2 is W of station in fence line. To reach azimuth mark go S of station 0.6 mile through gate on right at road, 20 paces to fence corner; thence W along fence 30 paces. OBJECT SHARON R.M.No.l R.M.No.2 Az.Mk. Av.Beacon DISTANCE feet 213.15 187.32 feet. .38 Clarksville All Sts.Spire Mercer-Greenville Rd. Standpipe, Mercer Courthouse Dome, Mercer, Pa. Height of light above station mark - 22.6 meters. Height of telescope above station mark - 19.5 meters. Plane Coordinates (N): x * 1,293,699.16 feet, y * 4o8,119,61 DIRECTION 0° 00'0020 286 17 10 40 289 16 55.6 43 18 56.2 177 13 45.0 218 22 23.8 220 07 33.2 BLACK (Mercer County,Pa., J.B. Jr.,1935)~This first-order station is about 4 miles W of Grove City, 6 miles SE of Mercer, and 15 miles NE of New Castle, all distances air-line, and 1.1 miles by road E by N of Blackton, on top of a hill in a pasture owned by the Williamson brothers, who live at the foot of the hill. The mark is on the highest part of the hill, near the SE end of the short ridge, about 175 meters N of the Williamson house, 10.1 meters SSW of a l4-Inch dead tree bearing a triangular blaze, and projects about 6 Inches above the ground. Surface, underground, reference, and azimuth marks are stand¬ ard bronze disks set in ooncrete as described in notes la, 7a, and 11a. Reference mark No.l is ESE of the station, on the E side of a rail and wire fence that runs along a row of trees. Reference mark No.2 is SSE of the station, and 105 feet (slope distance) SW of reference mark No.l. / The azimuth mark is 0.6 mile W of the station (1.5 mi^ejs by road), 5 metera ENE of a macadam road, in edge of a cultivated field, 7 meters SE of a fence line along a lane, in range with a row of telephone poles and 30 meters NNW of one of the poles. It is visible from the ground at the station. To reach the station from Grove Cit;y, go W on the Blackton macadam road 4.3 miles to a ”T” intersection with the Blaokton- Sllppery Rock road. Turn right (NW) And go 0.2 mile to a dirt cross road (0.3 mile SE of Blackton). Here turn right (N), go 0.4 mile, to a dirt T-road E, turn E and go 0.4 mile “to the Williamson house. The station is on the hill to the N. OBJECT WESLEY R.M.No.l R.M.No.2 Tank, Mine No.2 Azimuth Mark DISTANCE meters feet 33.0U-9 108.4.3 28.348 93.oo approx. 2 miles 0.6 mile DIRECTION o°oo»oo2o 23 22 17 85 39 47 135 02 4o 206 51 28.8 249 56 22 feet. Dome, Courthouse, Mercer, Pa. A 77-foot tower was used. Plane Coordinates (N): x * 1,335.675.94 feet, y * 375,084.72 BLACK (Mercer County,Pa., J.B.Jr.,l935|2a»0«od.S.,1937)—From Mercer on State Route 58, a distance of 4*5 miles, thence S on Route 43016 about 1.8 miles, thenoe left along a gravel road 0,3 mile to house on left. Station is on highest point in baok of house. Station found in good condition. All reference marks recovered. BOOK (Lawrence County,Pa.,Pa.Geod.S., )—From Harlansburg Inn, Lawrence County, S on U.S. Route 19, 1.6 miles; thence left on Route 37027, 0.5 mile to F.W. Book's residence; thence 600 feet to station on right side of road. Station mark is a Pa. Coordinate System standard bronze disk set in a 1.0- by 0.9-foot dressed sandstone and is 1 foot below surface. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a large 3*5- ty 3«0-foot boulder projecting 2 feet and is SW of station in corner of brush and on property line. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in a 0.9- ty 0.6-foot dressed sandstone post projecting 0.2 foot and is 5 feet SE of a 2-foot oak tree In property line. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a drill hole in abutment. To reach go 5 miles SW of sta¬ tion on Route 37027 to U.S. Route 19, turn left 2 miles to mark in concrete culvert on right side of road. OBJECT DISTANCE DIRECTION ARMSTRONG feet 0°00'00S0 R.M.No.l 241.80 229 23 R.M.No.2 124.15 285 59 Az.Mk. 272 28 31 Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1.2 meters. Plane Coordinates (N)s x * 1,334,854.77 feet, y * 312,475.00 feet. ******* BUHL FARM (Mercer County,Pa.,Pa.Geod.S.,1937)—Station is on the brow of the knoll to the E and overlooking the lawn and the Buhl Farm Casino and the Sharon Country Club. Station is directly in front and W of the E entrance, and Is flush with the ground. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square blocks of concrete. No reference marks set. Station WATER will serve as an azimuth mark. To reach station from Sharon, go E on U.S. Route 62 to Route 43008j thence left 1.1 miles; thence left through entrance of Buhl Farm and Park, turn right on drive. Station is on left side of drive. (Continued on p *2) •T 97-21 2 BUHL FARM (Continued) OBJECT DIRECTION m-55 0° 00'00?0 Westinghouse Stack k3 39 38.7 Sharon Country Club Flagpole 60 29 48.9 WATER 57 08 31.81 Height of light above station mark - 22.5 meters. Height of telescope above station mark - 19*5 meters. Plane Coordinates (N)s x * 1,251,061.76 feet, y « 4°6,174*78 feet. CALLAHAN (Mercer County,Pa,,Pa.Geod.s.,1937)--From Greenville N on State Route 18 for 0.8 mile; thence straight ahead on slag road at point where highway curves to right; thence N 4«° miles to the Crawford Oounty line. Station is 7° feet W of center line of road. Road number changes to 20110 at Btationing 0+00 at oounty line. Surfaoe and underground marks are Pa. Coordinate System standard bronze disks set in square blooks of concrete. Reference and azimuth marks are Pa. Coordinate System standard bronze disks in boulders. Reference mark No.l Is 24 feet E of center line of road in edge of woods. Reference mark No.2 is W of station along Mercer-CrawTord boundary. Azimuth mark is N of station. To reach go 0.3 mile to second farm on left; thence to drive through field, till road tums to left. Mark is about 200 feet to W on right of road. OBJECT DISTANCE DIRECTION MYERS feet 0°00»00,.'0 R.M.No.l 116.28 36 50 R.M.No.2 .7126.90 I78 J8 Az.Mk. 266 47 15.0 Co. Line Mon. 381^+90.4. (1909) 53.56 , 4 32 39.7 Height of light above station mark - 30.4 meters. Height of telescope above station mark - 27*4- meters. Plane Coordinates (N); x * 1,279,697.°! foot# y ** 491*527*86 feet. CHARLESTON (Mercer County,Pa,,Pa,Geod.S.,1937)—Station is located 6.8 miles W of Mercer in the village of Charleston on property belonging to W.M. Vanatta, 23.6 feet NE of the NE cor¬ ner of Mp. Vanatta's house, and 36*6 feet S of center line of U.S. Route 62. Surface mark is Coordinate System standard bronze disk set in sandstone which was later surrounded with concrete to a depth of 2 feet. Underground, reference, and azimuth marks are Pa. Coordinate System standard bronze disks wedged in drill holes in boulders. Reference mark No.l is 1 foot SE of fence post, 1 foot S of property line. Reference mark No.2 is 20 feet S of center line of road (U.S. Route 62). To reach azimuth mark, go N on Route 43°°6* 1 mile, where road turns right, follow road to a point on right 0*2 mile. U.S,G.S. Traverse Station No.l is a standard G.S. disk set in sandstone post, stamped, “Prim. Trav. No.l Dec. ll, 1937# Init. No.250. OBJECT DISTANCE DIRECTION D0NNER feet 0°00'0030 R.M.No.l 81.14 21k 56 R.M.No.2 221.25 88 19 55 Az.Mk. 186 44 15.4 U.S.G.S. Trav. Sta. No.l (1903) 18.800 89 16 Height of light above station mark - 22.5 meters. Height of telescope above station mark - 19*5 meters. Plane Coordinates (N); x * 1,282,152.76 feet, y * 4°°*8°l*8l feet. C0UNTY CORNER NW (ECCENTRIC) (Crawford County,Pa.,Pa,Geod. S**1937) —Station is located in the SW comer of a field on land owned by W. Hendricks, adjacent to the land owned by George Sisley across the state line. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square blooks of concrete. Reference and azimuth marks are Pa. Coordinate System standard bronze disks in boulders. Reference mark No.l is N of station in fence line. Reference mark No.2 is E of station in county line. To reach azimuth mark from Sisley's house, go W 0.3 mile to red brick house on right; mark is in SE corner of yard. To reach station from the junction of State Route 4-58 and U.S. Route 522 in Jamestown, go W 2.8 miles on State Route 4-58, here turn (N) right on Road No. 43°59* and go 1.6 miles, turn left and go 0.4 mile to George Sisley's farm, (Ohio); thence through barnyard and across pasture and through woods 0.4. mile to the county corner and station. OBJECT DISTANCE JAMESTOWN feet R.M.No.l 75.25 R.M.No.2 82J4.5 Az.Mk. Co. Monument 33+1367 23.12 Lightning Rod barn 1/4 mile SE DIRECTION 0°00*00,.,0 258 21 41.8 10 51 11.8 222 21 24^1 113 12 01.8 feet. 4° 27 Height of light above station mark - 39.6 meters. Height of telescope above station mark - 36.6 meters. Plane Coordinates (N): x * 1,241,376.25 feet, y * 493*953.20 DEER CHEEK (Meroer County,Pa.,Pa.Geod.S.,1937)—From Sheakleyville E along Route 43°71 a distance of 3.7 miles, thence N on dirt road 0.2 mile to summit of hill; station is on W side of road along right-of-way adjoining Sam Miller's property. Surface mark is a Pa. Coordinate System standard bronze disk set in circular concrete post projeoting 2 inches above ground. Underground mark is a block of concrete below the ground oontaining a Pa. Coordinate System standard bronze disk. Reference and azimuth marks are Pa. Coordinate System standard bronze disks set in sandstone boulders. Reference mark No.l '.1 Meet s 8 inches and is NW of station on right side of road. Reference mark No.2 projects 0.18 foot and is E of station across cultivated field in hedge line. Azimuth mark projeots 3 inches and is NE of station. To reach go 0.3 mile to fence line on right, thence along S side of fence to right of road 125 paces. OBJECT DISTANCE PETERSON feet R.M.No.l 113.27 R.M.No.2 63.IO Az.Mk. - Av. Beacon No.8 (code B) DIRECTION 0°00'00S0 31+4 16 272 48 “?6 30 27 47 17 55 feet. Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23.5 meters. Plane Coordinates (N): x s 1,344*862.50 feet, y = 477*645*67 DENIKER (Meroer County,Pa.,Pa.Geod.S.,1937)—From Grove City, NE on State Route 208 for a distance of 3.5 miles turn left at crossroads and filling station, go 0.8 mile to summit of hill and Deniker's white house; station is on Geo, Deniker's property just S of back of house. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square blocks of concrete. Surface mark is flush with the ground. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in large outcropping stone, projecting 16 inches and is near house, NE of station. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in irregular sandstone, projecting 6 inches, and is 16 feet from center of road, 2 feet from pole, 0.2 mile N on road* Azimuth mark is a Pa. Coordinate System standard bronze disk set in irregular sandstone boulder projeoting 3 inches, and Is NW of station along road 0.4 mile on right side of road. OBJECT DISTANCE DIRECTION MICHAELS feet 0°00»00‘j0 R.M.No.l 97.54 74 °8 R.M.No.2 128.00 210 03 Az.Mk. 33 48 W.T.No.2 Mine USS.Co. 298 29 Height of light above station mark - 22.5 meters. Height of telescope above station mark - 20 meters. Plane Coordinates (N); x *1,372,874.47 feet, y * 381,610.18 feet. ll S DENIKER (Meroer County,Pa,,Pa,Geod.S,,1937j2a*°eod*S.,1939)— Original description should be changed to read as follows: Reference mark No.l Is set in large outcropping stone pro¬ jecting 16 inches, 97*54 feet NE of station and S of SE comer of Deniker's house. Reference mark No.2 is set in irregular sandstone, projeot¬ ing 6 inches, 127.83 feet S of station at foot of 8-inoh elm tree, 17*5° foot E of fence line. Azimuth mark is set in irregular sandstone projecting 3 inches and is NW of station 0.4 mile on Legislative Route 43°78, 16 feet E of center line of road and 2 feet from base of tele¬ phone pole. Water tank at No.5 mine is visible from ground. On original list of dlrections the number of USS Co. mine should be changed to No.5 instead of No.2. OBJECT DISTANCE DIRECTION AZ.MK. feet 0°00'0050 R.M.No.l 97*54 4° 18 55.0 R.M.No.2 127.83 I76 l4 20.0 WT No.5 mine USS 264 39 56.2 DI GET (Meroer County,Pa,,Pa,Geod.S.,1937)—From Mercer SE on State Route 258, a distance of 12 miles to North Liberty; thence SW on Route 43°19* °*3 mile; thence S on dirt road 1.1 miles to station E of road on property of John Dight. Station maxfc is a Pa. Coordinate System standard bronze disk in large boulder projecting 3.0 feet above ground. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in 0.9- by 0.6-foot sandstone boulder, projecting 0.2 foot and is SW of station 25 feet E of center of road. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set In 0,6- by 0.9-foot sandstone boulder, projecting 0.1 foot and is 16 feet E of center of road NW of station. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a 1.0- by 0.7-foot dressad sandstone, projecting 0.4 foot and is SE of station 2.1 miles aloxig Route 10107, 18 feet from oenter of road, 3 feet W of pole on H.F, Edmiston Farm. OBJECT DISTANCE DIRECTION ARMSTRONG feet 0°00'00?0 R.M.No.l- 275.0 275 29 44 R.M.No.2 225.64 17 30 03 Az.Mk. I75 53 34 Height of light above station mark - 3°*4 meters Height of telescope above station mark - 27*4 meters. Plane Coordinates (N): x « 1,352,797.36 feet, y * 338,398.78 feet. D0NNER (Mercer County,Pa.,Pa*Geod.S.,1937)—Located 0.4 mile S of Greenfield on land owned by Marie Donner. Station is in Donner's front lawn, NE of house, 4 paces S of stump and 7 paces W of center line of road. Surfaoe and underground marks are Pa. Coordinate System standard bronze disks set in square blooks of concrete. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in 3 1/2.- by 2 l/2-foot post boulder, projecting 1.3 feet, and is 17 feet N of center line of dirt road leading E from station. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in dressed sandstone post, and is 23 feet W of center line of road at curve, 2 feet NE of telephone pole, S of Mrs. Donner's house. Azimuth mark is a Pa. Coordinate System standard bronze disk set in sandstone post, approximately 0.8- by 0.8-foot and projecting 0.3 foot, Reaohed by going S on Route 43°°6 for 0.6 (Continued on p,3) T 97-22 3 UHITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY First-order Triangulation BONNER (Continued) mile to fam road; thence right, W about 4° feet. Mark is on fence line on left or S, To reach station from Mercer go W on U.S. Route 62 to Charleston, thence S on Route 43006, 3*4 miles to RT" intersection with E dirt road. OBJECT DISTANCE DIRECTION ALLEN feet 0®00*0020 R.M.No.l 202.01 26Ji 13 %.5 R.M.No.2 295.78 21 35 58„8 Az.Mk. , 358 06 17.3 Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23*5 meters. Plane Coordinate s (H): x = 1,280,647.46 feet, y â–  384,196,11 feet. ELDER (Mercer County,Pa.,Pa.Geod.S.,l937)— From Mercer NE on U.S. Route 62 2*2 miles, thence N on Route 45°49 miles to station about 300 feet E of road in Win, Elders’ proper ty, on summit of knoll in open pasture. Station mark is a Pa. Coordinate System standard bronze disk set in irregular concrete post 1 foot below surface. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 0.8- by 0.7-foot sandstone boulder project- ing 7 inches, in fence line SW of station, 22 feet E of improved road. Reference mark No.2 is a Pa, Coordinate System standard bronze disk reset in 0.6- by 0.6-foot concrete projecting 4 inches, and is in rail fence line NW of station along woods. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a 6.0- by 1,0-foot irregular sandstone projecting 3 inches. To reach go 0.45 mile S of station along Route 45°49 to crossroads. Continue 0.5 mile to first rail fence on l*ft about 6 paces off road. OBJECT DISTANCE DIRECTION M0RNEWECK feet 0* 00 * 0020 R.M.No.l 65O.8 2lffi 15 30 R.M.No.2 347.9 359 ll 30 Az.Mk. 207 22 42 Av. Beacon No.39 (Mercer) 204 58 57 Height of light above station mark - 30.4 meters. Height of telescope 1 above station mark - 27*4 meters. Plane Coordinates (N); x * 1,325,729.71 feet, y * 427*83°.8l feet. * ELLIOTT (Mercer County,Pa.,Fa.Geod.8,,1937)—Located NW from Sandy Lake, 1.3 miles N of Intersection of State Routes 358 and 845# on propert^ of A.F. Elliott. Station is across road from Boyd's house in the pasture corner owned by Elliott, and lis 15 feet N of an E-W fence, 16 feet E of N-S fence. Surface mark Is a Pa. Coordinate System standard bronze disk set in circular concrete post flush with ground. Under¬ ground mark is a block of concrete below the ground contain!ng a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in large boulder N of station. Reference mark No.2 is a Pa, Coordinate System standard bronze disk set in boulder E of station along fence. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a 1.3- by 1.0-foot irregular sandstone projacting 0,3 foot. To reach go S 0.4 mile, thence left 0,2 mile to mark on right side of road, 13*5 feet S of center of road and 3 feet W of telephone pole. DISTANCE DIRECTION feet 0®00»0020 I38.I7 102 57 18 80.62 197 48 253 15 13 Height of light above station mark - 30.4 meters. Height of telescope above station mark - 27.4 meters. Plane Coordinates (H): x • 1,347,702.77 feet, y *452,093.39 feet. OBJECT M0KNEWECK R.M.No.l R.M.No.2 Az.Mk. FARRELL (Mercer County,Pa.,Pa.Geod.S.,1937)—Located In City of Farrell, on vacant lot on Mercer Street (State Route 43-8), E of the Jewish Cemetery. Station is on property owned by Joseph Franek. Station mark is a Pa. Coordinate System standard bronze disk set In a 1- by 0.5-foot sandstone post, projecting 0.3 foot. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in 0.9- by 0.9-foot sandstone post projecting 0.2 foot, and Is 13 feet E of center line of roadway adjoining cemetery. Reference mark No.2 Is a Pa. Coordinate System standard bronze disk set In Irregular sandstone post, projecting 0.3 foot and is approximately in same relation to road as reference mark No.l. Azimuth mark is a Pa. Coordinate Svstem standard bronze disk set in culvert abutment on State Route Ip.8, S from station. To reach follow State Route 4-18 to Main Street In Wheatland; thence left to end of road, thence right to Shenango River bridge; thence to crossroads. Mark is in highway abutment on the left. OBJECT DISTANCE DIRECTION WATER feet 0°00*0020 R.M.No.l 240.97 259 40 02 R.M.No.2 146.64 325 23 09 Az.Mk. 233 35 40.8 Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1.2 meters. Plane Coordinates (N)t x * 1,247*548.55 feet, y * 591,233.38 feet. FAY (Mercer County,Pa,,W.M. ,1928)—About 2 1/2 miles NE of New Wilmington. Station is on knoll about 300 yard s SE of farm¬ house on land belonging to %a. Garrett. Station and reference marks No.l and No.2 are standard bronze disks set In concrete. Station mark is 1 foot underground. Mercer County, Pennsylvania, Reference mark No.l is NNE of station, on S side of county road, Inside of fence, about 9° yards E of entrance to Mr. Garrett*s house. Reference mark No.2 is ESE of station, at fence corner. Station reacbed from New Wilmington by following Mercer rosu NE about 2 miles to right hand fork which Is about l/2 mile past two narrow bridges. Take this road E about 1 mile to house on right at top of grade. This Is the Garrett farm. OBJECT DISTANCE DIRECTION PRINCETON meters feet 0° 00* 0020 R.M.No.l 194.455 637.97 214 34 55.9 R.M.No.2 158,931 521,43 300 22 O5.3 A 90-foot steel tower used. FAY (Mercer County,Pa.,W.M.,1928;Pa.Gaod.S.,1937)—Station in good condition. All reference marks recovered. From New Wilmington NE along State Route 158, a distance of 2 miles; thence E along State Route 208, a distance of 1.0 mile. Station is about $00 yards SE of farmhouse on property of Wm. Garrett, New azimuth mark Is & Pa, Coordinate System standard bronz® disk, stamped nF&y 1928% set in a 1.3- by 1.6-foot concrete block projecting 0.6 foot, and is 17*7 foot S of center line of road* Reached by going 1 on State Route 208 about 0.3 mile, or to the second N-S fence line to the right or £ of road, OBJECT DIRECTION BLACK 0°00*0020 Azimuth Mark 2 09 48 Plane Coordinates (N): x « 1,298,944*3° foot, y * 364*646.44 feet. FIDDLERS (Mercer Conn ty,Pa.,Fa.Geod.S. ,.2.537)—Located 1.0 mile SW of Stonebcro, Station is on left In field on county property; 116 feet E of center line of U.S. Route 62,» Surface, underground, reference, and azimuth m&rlrs ere Pa. Coordinate System standard bronze disks set in l.C- by 1,0-foot square concrete posts. Surface mark projects 6 InejUas, Reference mark No.l projects 6 inches, and is MS along road at foot of pole. Reference mark No.2 projects 3 inches, and Is across road NW of station. , Azimuth mark projects. 6 inches, and is toward Stoneboro 0,4 mile on right side of road about 30 feet from edge of pave¬ ment, and is in fence line S of Klmss* home nea£ garage. OBJECT DISTANCE DIRECTION HENDERSON feet 0°00*0020 R.M.No.l 183.25 294 R.M.No.2 170.13 AZ. Kk. -r- Av. Beacon N0J4-Q (Mlllbrook) 37 28 Height of light above station mark - 3°«4 meters. Height of telescope above station mark - 274}- meters. : Plane Coordinates (N)j x * 1*349*572.09 feet, y â–  42^*676.81 58 fil i feet. FIDDLERS (Mercer County,Pa,,Pa,Geod.S.,1937;Pa,Geod.S.,1939)- Origlnal description should be ehanged fco read as follows: Station is located in field belonging to Mercer County on high open ground SE of U.S. Route 62, and 116 feet SE of center line of road. Station la best reached from junction of U.S. Route 62 and State Route 507 (Legislative 43°5*6; by going SW on U.S. Route 62 for 1 mile. OBJECT DISTANCE DIRECTION AZ.MK. feet* 0o00»002° R.M.N0.1 183.35 549 47 45.0 R.M.No.2 169.37 290 19 10.0 FRITZ (Mercer County,Pa.,Pa.Geod.S.,1937)—Located 7,5 miles NW of Mercer on State Route 58. Station is SW of a service sta¬ tion about 200 or 300 yards, on summit of knoll in property line between propertles of J.E. Hittle and W.E. Fritz, and is 150 feet W of th® highway. Surface mark Is a Pa. Coordinate System standard bronze disk set in a 0,8- by 0.9-foot sandstone post projecting 0.2 foot. Underground mark is a Pa. Coordinat© System standard bronze disk wedged in a drill hole In bedrock. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set In a 0,7- by 1.0-foot sandstone post, irregular in shape, and is 6 feet W of W edge of highway cut; f feet NW of telephone pole and 25 1/2 feet W of center line of pavement. Reference mark No.l Is a Pa. Coordinate System standard bronze disk set In 0.8- by 0.4-Doot sandstone post projecting 0.3 foot, 23 feet W of center line of pavement and 3 feet SW of tele¬ phone pole. Azimuth mark la a Pa. Coordinate System standard bronze disk set in first step of St. John*s Church, which is 5/4- mile NW towards Greenville. feet. OBJECT DISTANCE SHARON feet R.M.No.l 199.3-5 R.M.NO.2 131.80 Az.Mk. Av. Beacon No.38 Clarksville Water Tank, Country Club, Greenville All Saints Spire Mercer-Greenville Rd. Height of light above station mark - 22,5 meters. Height of telescope above station mark - 19®5 meters. Plane Coordinates (N): x = 1,297,307.24 feet, y = 431*026,55 DIRECTION 0*00*0020 144 17 54.0 201 05 54.0 96 18 54.0 50 25 43.6 97 14 04.2 280 02 53.6 FRUIT (Mercer County,Fa.,Pa.Geod*S*,1937)—Eeaehed from Mercer, via Sta Route 258 NW for 6.7 miloa? thence right, N, take first left-hand road after crossing bridge over the Shenango River, continue about 0.6 mile; thence turn right, E, go 0.5 mile to the schoolhouse. Surface, reference, andrazimath marks are Pa. Coordinate System standard bronze disks In boulders. Underground mark is (Continued on p.4) T 97-23 FRUIT (Continued) a Pa, Coordinate System standard bronze disk wedged in a drill hole in bedrock. Reference mark No.l is NW of station at NE corner of out¬ building. Reference mark No,2 is at NE comer of schoolhouse, 1,25 feet NE of comer foundation. Azimuth mark reached from station by going W to first cross¬ roads ? thence right, N, The mark is about 0,1 mile from this crossroads on the right or E side, close to telephone pole, OBJECT DISTANCE DIRECTION PROSPECT feet J0°00»0020 R.M.No.l 126.89 24 47 R.M.No.2 105.26 5l£ 55 Az.Mk. ^ 554 39 13.8 Av. Beacon No,58 (Clarksville) 555 19 56.2 Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1,2 meters. Plane Coordinates (N): x = 1,281,045.85 feet, y * 424A3l|-*36 feet. GILMORE (Mercer County,Pa.,Pa.Geod.S.,1937)—Located along¬ side a dirt road, 1.2 miles S of its intersection with State Route 208, 4*5 miles NE of Grove City. Station is E of road on property *>f Albert E Gilmore. Surface mark is a Fa, Coordinate System standard bronze disk set in a 1-foot circular concrete post flush with ground and is In N fence line of lane leading to pasture SE of bam, 0.1 mile. Underground mark is a square block of concrete below the ground containing a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa, Coordinate System standard bronze disk set In irregular sandstone boulder projeoting 5 inches and Is NE of station in fence line. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in irregular sandstone boulder projeoting 5 inches and is W of station in fence line. Azimuth mark Is a Pa, Coordinate System standard bronze disk set in irregular sandstone boulder projecting 2 inches. To reach go N along road from bam 0,55 mile to lane on which is mall box of A.J. Nutt. Mark is inside of fence at foot of power pole • OBJECT DISTANCE WILLIAMSON feet R.M.No.l ' 126.40 R.M.No.2 268,50 Az.Mk, Height of light above station mark DIRECTION 0° 00 *0020 213 00 158 2I 10 30.lv meters. feet. Height of telescope above station mark - 27.lv meters. Plane Coordinates (N): x = 1*379*570*75 feet, y » 37lv,2lyly.79 GILMORE (Mercer County,Pa.,Pa,Geod.S.,1937!Fa.Geod.S..1939)— Station is reached from Grove City NE on State Route 208, 4*5 miles, thence S on Township road 1.2 miles to residence of Albert E, Gilmore, Station is located on the left side of a lane 903 feet E of center of Township road, 1 l/2 feet S of the N lane fence and 17 l/2 feet N of the S lane fence, 159 feet S of a rock pile. Other details of the original description are correct. P 1 is a standard concrete post with a Pa Coordinate System disk set in top and is located in the SE comer of Gilmore*s pasture, OBJECT AZIMUTH MARK Rock Pile S Lightning Rod on Gilmore*s barn P 1 DISTANCE feet 159 980.75 DIRECTION 0°00*0020 351 16 00.0 317 22 00.0 96 58 58.I GROVE CITY (Mercer County,Pa,,J,B.Jr.,1935)—seoond- order station is located about 1.1 miles by road SE of the center of Grove City; 0.3 mile E of the Odd Fellows home for the Aged and Infirm, on a wooded knoll on property belonging to the home. Surface, underground, reference, and azimuth marks are stand¬ ard bronze disks set in concrete as described In notes la, 7a, and 11a, Surface mark projects about 7 inches above the ground and is 96.O feet W of a wooden picket fence. Reference mark No.l projects 6 inches and is NE of station and 2 feet W of the picket fence. Reference mark No.2 projects 8 inches and is SE of the sta¬ tion and 61.0 feet W of the picket fence. Azimuth mark Is SE of the station, on the S side of State Route 58; (6 paces S of its center line) 3 paces E of telephone pole No. G522; 13 paces NE of a white two-story frame house and 19 paces W of an orange Italian Spaghetti House. Mark projects about 6 Inches above the ground. To reach from the intersection of State Routes 78 and 58, in the town of Grove City, go SE on State Route 58 for 0.8 mile to a dirt T-road N along W side of the Odd Fellows home. Go N on T-road 0.15 mile to a T-road E leading to the home, turn E and go O.35 mile passing around the N side of the home to the foot of the wooded hill, where the road bend? to the right. Here leave the road and go straight ahead (E) about 60 yards to the top of the hill and station. OBJECT DISTANCE S0NNETT Finial, squatty black Water Tank, Odd Fellows Home, Grove City 0.5 mile R.M.No.l 37*573 meters R.M.No.2 33*515 meters Azimuth Mark 0.8 mile Height of light above station mark - 22 meters/ Height of telescope above station mark - 20 meters. DIRECTION o° 00 »oo2o 123.27 109.96 117 53 feet 2ivl 56 feet 352 05 331 50 43° iv2.12 GROVE CITY (Mercer County,Pa..J.B.Jr.,1935?Ra.Geod.S.,1937)— Station found in good condition. All reference marks recovered. Plane Coordinates (N): x = 1,361,450.58 feet, y « 367,925*70 feet. HARTMAN (Mercer County,Pa.,W.M.,1928)—About 6 miles SE of Kinsman, Ohio, on land belonging to C.H. Hartman. Station is on S side of Rooky Ridge Cemetery, between fence and a row of apple trees. Station and reference marks No.l and No.2 are standard bronze disks set in concrete as described In notes la and 11a. Reference mark No.l (S) is on N side of rall fence in line with red bam. Reference mark No.2 (W) is outside the SW corner of graveyard. Station is reached from Kinsman by following Mercer road 4 miles to lA mile E of State line, thence S 1 1/2 miles to the DISTANCE DIRECTION meters feet 0°00*0020 185*234 607.72 29 08 55 95.120 312.07 116 46 08 A 90-foot tower was used. HARTMAN (Mercer County,Pa.,W.M..1928jPa.0eod.Survey,1937)— From Greenville along State Route 358 a distance of 6.3 miles, thence N on dirt road 0.2 mile, which point is E of the Ohio- Pennsylvania State line a distance of 0.4 mile. Station is on S side of Rocky Ridge Cemetery between fence and row of apple trees. Station found in good condition. All marks recovered. New azimuth mark is standard bronze disk of the Pa. Coordinate System, stamped "Hartman 1928", set in sandstone post In fence line on S side of road, 1A “i1® E of C*H* Hartman* s farm buildings. Mark is approximately 1 foot square and 8 feet long, projeoting 0.2 foot. A second-order traverse was run to 0-P milepost No.39* OBJECT DIRECTION CO. COR. NW (ECC.) 0°00*0020 New Az. Mark I7I+ 15 51*3 ., Plane coordinates (N)t x * 1,242,077,39 feet, y * 465*°6l.44 feet. cemetery, OBJECT PROSPECT R.M.No.l R.M.No.2 HENDERSON (Mercer County,Pa.,Pa.Geod.S.,1937 )~I»Ocated along County road 43055* 0,8 mile NW of Henderson. Station is on knob to S of road on bare knoll on property of Wm. Barker, Attorney at Mercer, Pennsylvania. Surface mark is a Pa. Coordinate System standard bronze disk, set in 10- by 10-inch square concrete post, projeoting 10 inches. Underground mark is a square block of concrete below the ground, containing a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk, set In concrete In a 9- by 8-inch irregular sand¬ stone, projeoting 3 inches and is NE of station on up road past house 86 paces. Mark is across fence on left side of road, 21 feet S of center line. Reference mark No.2 is a Pa. Coordinate System standard bronze disk, set in concrete in an irregular sandstone projeoting 4 inches and is SE of station in fence line. To reach station from Jackson Center, go NE on State Route 965 to Hendersonville. OBJECT DIRECTION FIDDLER S 0°00*0020 R.M.No.l (Not Meas.) 96 3° 58 R.M.No.2 244 26 49 AV. BEACON NO.40 (MILLBR00K) 249 05 26 Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23*5 meters. Plane coordinates (N): x » 1,366,829.84 feet, y « 425*047*82 feet. HUMPHREY (Mercer County,Pa.,Pa,Geod.S.,1937)—Station is located on land owned by a Mr. Humphfreys, on the highest part of a cultivated hill. To reach from Mercer go S on U.S, Highway 19 for 2.6 miles, turn right (unpainted barn on left and white house on bank to right at this point), go about 1.5 miles to the first crossroads and turn right, go 0.3 mile to station which is 8 feet 5 of a three-foot silver maple tree and 28 feet S of center line of road. Station mark is a Pa. Coordinate System standard bronze disk wedged in a drill hole in a boulder. Reference mark No.l is a Pa. Coordinate System standard bronze disk, set in an irregular sandstone post, in pole line and 6 feet N of edge of road. Reference mark No.2 is marked by a Pa. Coordinate System standard bronze disk, set in large field boulder, (E) and in or surrounded by a stone pile. Azimuth mark is a Pa. Coordinate System standard bronze disk set in large field stone. To reach go E from station to cross¬ roads thence right 0.1 milej mark is about 900 feet E of road at this point and about 55 feet S of stone pile. OBJECT REED R.M.No.l R.M.No.2 Az.Mark W,T, No.1 W.T. No DISTANCE feet 77*89 221.48 DIRECTION o° oo» 0020 78 05 123 40 l44 52 02 149 02 17 168 42 i4 feet. Mine USS.Co. Mine USS.Co. Height of light above station mark - 0.99 meter. Height of telescope above station mark - 0.99 meter. Plane coordinates (N): x * 1,310,167.30 feet, y » 374,106.42 ILLIFF (Mercer County,Pa,,Pa.Geod.S.,1937)~From Greenville 2.7 miles E on State Route 358J thence NE 3*5 mil® s on Route 43046? thence E 1.5 miles on Route 43066? thence N 0.5 mile along dirt road to property of C.L. Illiff. Station is S of garden fence comer (SE corner). Mark is set flush with surface. Surface, underground, and reference mark No.l are Pa. Coordinate System disks set in square blocks of concrete. Reference mark No.2, and azimuth mark are Pa, Coordinate System standard bronze disks set in boulders. Reference mark No.l is S of station in edge of woods. Ref¬ erence mark No.2 is NW of station in comer of fence line. Azimuth mark is N of station. To reach go 0.7 mile to Route 43089? thence right 0.2 mile to mark on left of road, OBJECT DISTANCE DIRECTION OSBORN feet 0°00*0020 R.M.No.l 15^*37 71 i+8 17*3 R.M.No.2 200.63 1% 32 35*9 Az, Mk. 269 ll 35*9 Height of light above station mark - 22,5 meters. Height of telescope above station mark - 19*5 meters. Plane coordinates (N): x = 1,307,684*00 feet, y « 48l4-*423*34- feet. T 97-24 5 UNITED STATES COAST AND OEODBTIC SURVEY AND STATE SURVEY First-order Triangulation IRWIN (Mercer County,Pa.,Pa.Geod.S.,1937)—From New Lebanon, E along County Road 43°74 to Blair School, thence right on a dirt road 0.7 mile to county line. Station is about 25 feet N of road in field on property of Charles B. Irwin. Surface mark is a Pa. Coordinate System standard bronze disk set in a circular concrete post 12 inohes below surface* Underground mark is a square blook of concrete below the ground containing a Pa. Coordinate System standard bronze disk. Reference mark No.l, is a Pa. Coordinate System standard bronze disk set in a 0,85- by 1.0-foot square oonorete post pro- jecting 0.5 foot and is NE along fence. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in a 0.9- by 1.0-foot square oonorete post projeeting 0.2 foot and is W along fence. Azimuth mark is a Pa. Coordinate System standard bronze disk, set in a 1.5-foot circular oonorete post flush with ground. To reach from station go NEtofirst road; turn left to first road, thence right 0.2 mile to mark on right, 15 feet S of oenter line. OBJECT DISTANCE DIRECTION MILLCREEK feet 0°00'0020 R.M.No.l 77.35 189 3k 58 R.M.No.2 123.00 82 I4.3 02 Az. Mk. 2)4.0 18 1*8 Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23.5 meters. IRWIN (Mercer County,Pa.,Pa.Geod.S.,1937;Pa,Geod.S.,1938)— Station recovered as described and former description found adequate. Irwin azimuth mark No,2 is on property owned by Fred Blair, 153*6 feet E by S of Blair's residence across the gully and lf.07 feet N of azimuth mark No.l. Mark is a Pa. Coordinate System standard bronze disk set in sandstone post. OBJECT DIRECTION MILLCREEK 0o00«00?0 Azimuth mark (Computed)234 05 1^0.6 IRWIN AZIMUTH MARK N0.2 (Mercer County,Pa.,Pa.Geod.S.,1937; Pa.Oeod.S.,1938)—Irwin azimuth mark No.2 is on property owned by Fred Blair, 153*6 feet E by S of Blair's residence across the gully and 407 feet N of azimuth mark No.l. Mark is a Pa. Coordinate System standard bronze disk set in sandstone post. OBJECT DIRECTION Az. Mark No.l 0°00'0020 IRWIN 37 18 II4..8 SE Cor. F. Blair House 81 35 Chimney Hogg House 296 45 Plane coordihates (N)s x * 1,383,165.73 feet, y * 473<077.05 feet. JACK (Mercer County,Pa.,Pa.Geod.S.,1937)—Looated on the Mercer-Venango county line, 0.4 mile S of County Route No.l4.303O. Station is on property of Will Jack, in SE corner of his pasture, N of his house. Station is 13 feet N of W fence, 12 feet W of county line fence. Surface mark is a Pa. Coordinate System standard bronze disk set in concrete post projeeting 10 inches above surface. Under¬ ground mark is a square block of concrete below the ground con- talnlng a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 3*0- by 3.5-f°ot field stone projeeting 1*5 feet and is W of station along fence. Reference mark No.2 is a Fa. Coordinate System standard bronze disk set in a 2,5- by 3.0-foot field stone projeeting 1.5 feet and Is N of station about 7 paces S of fence. Azimuth mark is a Pa. Coordinate System standard bronze disk set in 1.0- by 1.0-foot dressed sandstone post projeeting 0,4. foot and is 1.0 foot E of fence 25 feet W of center of road. To reach from main road continue past the house for 0.5 mile, turn right and go 0.5 mile to top of hill, on right of road. To reach station from Grove City go N on State Route 78 7.0 miles, thence E on Route I4.3030 4.0 miles to county line. OBJECT DISTANCE DIRECTION WESLEY feet 0°00»0020 R.M.No.l 273.95 153 08 35 R.M.No.2 239.60 241 12 50 Az.Mk. 38 03 37 AV. BEACON NO .40 (MILLBROOK) 154 07 16 U.S.G.S. TRAV. STA. 357 4o 10 Height of light above station mark - 30*4 meters. Height of telescope above station mark - 27.4 meters. Plane coordinates (N): x » 1,381,042.23 feet, y « 4°4*136.05 feet. ******* JAMESTOWN (Crawford County,Pa.,Pa.Geod.S.,1937)—To reach station from Jamestown, go SE on State Route 58 one mile, turn left, up hill, (highway at this point makes sharp bend to the S); go 0.4 mile and turn right, E, on County line road, go 0.8 mile to station which is on the left side of lane, 1 foot S of N right-of-way fence. Open field to the N at this point. Surface and underground marks are Pa, Coordinate System standard bronze disks set in square blocks of concrete. Reference marks No.l and No.2, and azimuth mark are Fa. Coordinate System standard bronze disks in boulders. Reference mark No.l is E of station in fence line. Reference mark No,2 is NW of station in fence line, at edge of woods. Azimuth mark is N across field near E comer of fences, at edge of woods, 3 feet S of E-W fence line and 10 feet W of N-S fence line, OBJECT DISTANCE DIRECTION CALLAHAN feet 0°00'0020 R.M.No.l 93.53 0 03 R.M.No.2 266.50 229 03 Az. Mark 277 37 42.4 Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23,4 meters. Plane coordinates (N): x = 1,273,149*69 feet, y * 491*957*84 feet. Mercer Countr, Pennsylvania. JONES (Mercer County,Pa.,Pa,Geod.S,,1937)--‘Station 1* on land owned by the Jones estate, and is in the NW corner of an old orchard across the road from the Cannon stock farm bulldings. Beached from Bandy Lake, N via State Route 78 for 1.1 miles, thence right, NE on Route 43072 for 2.0 miles, to a point opposite sta¬ tion. Surfaoe, underground, and azimuth marks are Fa. Coordinate System standard bronze disks set in square blocks of concrete. Reference marks No.l and No.2 are Pa. Coordinate System standard bronze disks set in 0.8- by 0.8-foot concrete posts. Reference mark No.l projects 0.5 foot, and is in fence line NE. Reference mark No.2 is in fence line SW. Azimuth mark is reaohed by continuing E on Route 43072 to first crossroads, thence left, N for 1.0 mile to mark which is on the top of bank to right. E, of road. OBJECT DISTANCE DIRECTION MILLCREEK feet 0°00'0020 R.M.No.l 158.34 288 31 R.M.No.2 102.47 89 42 Az. Mark 277 46 58 Height of light above station mark - 30.4 meters. Height of telescope above station mark - 27.4 meters. Plane coordinates (N)t x « 1,374*138.42 feet, y - 451,111.79 feet. LEIGHTY (Mercer County,Pa.,Pa.Geod.S.,1937)—From Mercer NE along U.S. Route 62 4*3 miles, thence right along dirt mad 1.5 miles, thence left 0.5 mile on dirt road to Leightys drive. Sta¬ tion is SW of bam on hill at T-interseotion of fence llnes about 2 feet B of N-S property line fence between Barnes and Leighty on property of George F. Leighty. Surfaoe and underground marks are Pa. Coordinate System stand¬ ard bronze disks set in square blocks of concrete. Reference mark No.l is a pa. Coordinate System standard bronze disk set in a 0.9- by 0.8-foot sandstone boulder projeeting 3 Inches, and is NW of station in old rail fence line on Barnes property. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in sandstone boulder projeeting 5 Inohes, and is S of station in fence line. Azimuth mark Is Pa, Coordinate System standard bronze disk set in highway head wall and is 3.0 miles NE of junction of U.S. Routes 19 and 62 along left side of Route 62 in front of Stoakleys red-brlok farmhouse. OBJECT ELDER R.M.No.l R.M.No.2 C.H.DOME (MERCER) 2nd U.P.SPIRE (MERCER) AV.BEACON NO.39 (MERCER) Az*. Mk. feet. DISTANCE DIRECTION feet 0°00'0020 171.2 333 16 , 76.72 16 20 24 277 27 57 279 16 4i 350 10 50 . . 3390624 Height of light above station mark 33*5 meters. Height of telescope above station mark - 30.5 meters. Plane coordinates (N)* x « 1,335*038.83 feet, y * 399*917.97 M 41+1777 (Trumbull and Mercer Countles,0hio-Fa.,Pa.Geod.S., I937)—Station is identical with State Line Monument of same designation and now has a Pa. Coordinate System standard bronze disk set at intersection of cross. The original index stone is gone, only the "monument" remaining, a standstone cube, 15 Inohes on a side. It is only 0.2 foot below surfaoe at present. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 6- by 12-inch sandstone post, irregular in shape. It is in fence line 33 foot E of oenter line of the road along the State line. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in an 8- by 10 l/£-inoh sandstone post, irregular in shape. It is 13.5 feet S of oenter line of road leading E. No azimuth mark set; station PROSPECT is visible from ground each way. OBJECT DISTANCE HARTMAN feet R.M.No.l 357.84 35 R.M.No.2 284.43 84 PROSPECT C.&G.S. 122 Height of light above station mark - 22.6 meters. Height of telescope above station mark - 19*5 meters. DIRECTION o°00*0020 32 48.2 52 Ok.; 50 16. 01 M 41+1777 (Mercer County,Pa.,Pa.GeOd,S£937;Pa.Geod.S.,1958)— The standard disk was originally set in top of index stone which had previously been moved and sunk, so that its top was 0.4 foot below the surface of roadway. At this date the error was dis¬ covered and the cross denoting the true line and point as des- ignated by a cross on the sub-mark or monument was recovered and tied in. Original description as oer book entltled “Original Boundary between Ohio and Pennsylvania" is as follows, Quote t Boundary monument on summit of Trautman Hill Index stands on monument and is marked on N side with initials of the Boundary Commissioner; marks on other side as usual. It Is suggested that all original records be changed to con¬ form with the new data, and that the original station designation be changed to M 41+1777 (Eco.) as now stamped. OBJECT DISTANCE DIRECTION PROSPECT feet 0°00»0020 y 4 45 07 52.3 M U4 (Ecc.) 50 24 21.8 M 41+1777 (TRUE) 1.54 228 02 00.0 Plane coordinates (N): x * 1,240,018.80 feet, y * 451*3°9*78 feet. ******* M 47+2717.4 (ECC.) (Mercer County,Pa,,Pa,Geod.R.,1937)— Located along State Line Road 0.35 mile N of intersection with Route 431°3 W of Sharpsville. Station is across road from J. Wacklaski's property. Station mark is a Pa. Coordinate System standard bronze disk set in the "index" stone for State Line milepost M 47*2717*4* the latter being in roadway, 2 feet below surface, It Is a sandstone cube 15 inches on a side with cross ohiseled on top. (Continued on p.6) T 97-25 6 H lt7+2717.1|. (EOC.) (Continued) Reference mark s No,l an<^ No.2 are Pa* Coordinate System standard bronze disks set In boulders* Reference mark No.l is N of station near bam by fehce, Reference mark No,2 is NW of station in fence line. feet. Azimuth mark is station WATER at Sharon Reservoir, OBJECT plSTANCE DIRECTION M I4JL+I777 feet 0°00»00i0 R.M.No.l 106,50 0 fa R.M.No.2 237,82 280 ll MON, J4.7-f27i7.il. 2i|.,72 269 36 51*2 Height of light above station mark - 22,5 meters. Height of telescope above station mark - 19.5 meters. Plane coordinates (N); x = 1,239,011,51 feet, y « 1418,707,73 ******* M 55 (Mercer County,Pa,,Pa.Geod,S.,1937)—Located along State Route 932, 0,3 mile N of intersection with State Route 318, 3*1|- miles W of West Middlesex, Station M-55 (55 mil® monument of the Ohio-Pennsylvania State line) is in the W ditch of roadway. Sta¬ tion is 12 feet W of center line of roadway. Reference marks No,l and No.2 and azimuth mark are Pa, Coordinate System standard bronze disks set in boulders. Refer¬ ence mark No,l is SE of station along road on left side of fence line. Reference mark No,2 is SW of station in pasture. Azimuth mark is SE of station. To reach follow State Line road to first farm on left; thence left through farm along fence about 0,3 mile to mark which is about 30 feet N of fence line, out in pasture. Excerpt from book entitled "Original Boundary Line between Pennsylvania and Ohio" each monument, except the two extreme or terminal ones, shall consist of two solid sandstones; the one, a cube 15 inches on a side, called in this report the "Monument", the other called the "Index", one foot square and three feet long. The monument, (cube) to be placed Invariably on the line and sunk until Its upper surface shall be about two feet below the surface of the ground. Index and Monument recovered, A Pa, Coordinate System standard bronze disk was set on top of index stone, which was plumbed exactly over the Cross In the underground or "Monument" as described above, OBJECT DISTANCE DIRECTION WATER feet 0°00*00!0 R.M,No.l 271,0 171 26 R.M,No,2 326,9 215 12 AZv. Mk. 101 22 14.5,6 Height of light above station mark - 22,5 meters. Height of telescope above station mark - 19*5 meters. Plane coordinates (N): x » 1,237>737*5? feet, y = 379*206,10 feet. ******* MCCLELLAN (Mercer County,Pa,,Pa,Geod,S.,1937)—Located along State Route 965# !»6 miles NE of Henderson, on property of Geo, McClellan, Station Is in S corner of farm near woods. Surface mark is a Pa, Coordinate System standard bronze disk set in concrete post, one foot below surface. Underground mark is a square block of concrete below the ground containing a Pa, Coordinate System standard bronze disk. Reference mark No,l is a Pa, Coordinate System standard bronze disk set in a 2,5- by 2,5-foot boulder projecting 6 Inches, and is SE of station across road about 5 paces from edge of woods. Reference mark No,2 is a Pa, Coordinate System standard bronze disk set in a 2,5- by 3-foot boulder projecting 6 inches, and is SW of station on right side of road at brow of hill. Azimuth mark is a Pa, Coordinate System standard bronze disk in irregular 0,9- by 1.0-foot sandstone, projecting 1,2 feet, and is 5 feet S of fence comer post; 0,lj. foot W of fence, Mark is at county monument 0,3 mile NE of station, 30 feet S of State Route 9^5* To reach station from Jackson Center, go NE along State Route 965 to Henderson, OBJECT DISTANCE DIRECTION MILL CREEK feet 0°00»0050 R.M.No.l 116.81+ 119 09 23 R.M.No.2 I3I+.65 22S 22 23 Az, Mk, 64 II4. I44 Height of light above station mark - 30.ll- meters. Height of telescope above station mark - 27,14. meters, * Plane coordinates (N): x « 1*379*908.99 f«®t, y â–  14214,811.38 feet. ******* MCC0MB (Mercer County,Pa.,Pa,Geod.S.,1937)—From Blacktown S on Route I4.3OI6 3*^ miles to dirt road, thence E 1.1 miles to dirt road, thence S 0,3 mile to station, W of road on property of Frank McComb, between wheat field and woods 1,0 foot N of fence line. Surface mark is a Pa, Coordinate System standard bronze disk set in a 0,85-by 0.85-foot concrete post projecting 0.7 foot. Underground mark is a square block of concrete below the ground containlijg a Pa. Coordinate System standard bronze disk. Reference mark No,l is a Pa. Coordinate System standard bronze disk set In a 0.8- by 1,0-foot dressed sandstone post, projecting 0.3 foot, and Is NE of station on left side of road, 10 feet W of fence line. Reference mark No,2 is a Pa. Coordinate System standard bronze disk set In a 1,0- by 0,6-foot dressed sandstone post projecting 3 inches, and Is SW of station across road In fence line, 18 feet E of center of road. Azimuth mark is a Pa, Coordinate System standard bronze disk set in a boulder projecting 3 inches, and is 0.7 mile S of station along left side of road. OBJECT ARMSTRONG R.M.No.l R.M.No.2 Az. Mk, W.T. No.2 W.T. No.5 DISTANCE feet 238.8 321.7 feet. DIRECTION 0°00»00'i0 131 15 15 231 57 hi 267 bl 26 Mine USS.CO. 1 5k I4.7 Mine USS.CO. 60 58 21 Meroer-Lawr, Co. Mon. I97 25 06 Height of light above station mark - 3O.I4 meters. Height of telescope above station mark - 27,14. meters. Plane coordinates (N): x = 1,336,212.57 feet, y = 355,313.00 ******* MCDANIALS (Mercer County,Pa,,Pa.Geod*S.,193?)—To reach from New Lebanon go N along State Route 78 to County line road 1+3088, thence E 0,7 mile to property of H. J« MeDaniels« Station is 55 feet N of S right-of-way fence. Surface mark Is a Pa. Coordinate System standard bronze disk set in 1.2-foot circular concrete post flush with ground, Underground mark is a square block of concrete below the ground containing a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk set In a 2- by 2 l/2-foot Irregular boulder, project¬ ing 1,14. feet, and is SE of station in corner of woods. Reference mark No,2 is a Pa, Coordinate System standard bronze disk 3et in a 1,0- by 0,9-foot irregular field stone, projecting 0.3 foot, and Is NE of station across road. Azimuth mark is a Pa. Coordinate System standard bronze disk set In irregular sandstone, projecting 4 inches, To reach from intersection of State Route 78 ®nd County line road I4.3088, go S on State Route 78 0,9 mile to road on left, thence 0,lj. mile to mark on right of road past three large maple trees. OBJECT DISTANCE NE COR, feet R.M.No.l 358.28 R.M.No.2 108.76 Az.Mk, AV.BEACON NO.8 (CODE B) Height of light above station mark - Height of telescope above station mark DIRECTION o°oo«oo!jo Mil 106 s Hr 252 5 meters, 23,5 m9ters. feet, Plan© coordinates (N): x = 1,370,079*05 feet, y = I+89,9)4.5*1+0 ******* MCKAY (Mercer County,Pa,,Pa.Geod,S.,1937)“’-Station is located on property belonging to a Mr. McKay, who owns land on both sides of the Mercer and Lawrence County line. Reached from Pulaski as follows: From the Shenango River Bridge, turn right at W end thereof, go 0.3 mile, take left fork, go 0*5 mile, keep straight ahead, go 0.1 mile to point on road at boundary of McKay*s property. Station can be driven to by turning right and following edge of cultivated field, N, thence W, thence N to station, which Is on the edge of woods. Mr. McKay ll ve s in the first house V/ on the left side. Surface mark Is a Pa. Coordinate System standard bronze disk set in large sandstone rock, 1 l/2 by 0,9 foot. Underground mark Is a Pa. Coordinate System standard bronze disk wedged in a drill hole in a boulder below the ground. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 3- by Ip-foot rock, projecting 2 feet. Ref¬ erence mark No.2 is a Pa. Coordinate System standard disk set in rock, projecting 2 inches, 1 foot N of E-W fence line and 3° feet E of a T-Intersection of fences. The azimuth mark Is a Pa. Coordinate System standard bronze disk set in sandstone post, about 300 feet W of McKay*s property line, 20 feet N of center line of road and 3 feet NE of power pole. OBJECT DISTANCE DIRECTION ST0NY RIDGE feet 0°00«0G?Q R.M.No.l 81+.18 123 32 R.M.No.2 216 28 56.8 Az. Mk. IO85 21+7 P 56.il- Helght of light above station mark - 26.5 meters. Height of telescope above station mark - 23.5 meters. Plane coordinates (N): x â–  1,255,058.98 feet, y = 361,091.18 feet. ******* MERCER (Mercer County,Pa,,Pa,Geod.S.,1937)--Lccated 2,2 miles SE along State Route 258 from Mercer Borough, Station is in boundary fence between land owned by Shaw Dillon and Thompson Brothers. Station is 150 feet SW of highest point and old dead snag. Surface, underground, and reference marks ars Pa. Coordinate System standard bronze disks wedged in drill holes in boulders. Reference mark No.l is nearly direct S of station. Reference mark No.2 is N of station, 10 fest W of fence line. Azimuth mark is a Pa, Coordinate System standard bronze disk in bridge abutment. To reach go 0.5 mile toward Mercer, turn in dirt street and go 0,6 mile to’State Route 58? turn right and go 0,7 mile to concrete culvert and mark In E abutment. OBJECT DISTANCE DIRECTION BLACK feet 0°00»00!;0 R.M.No.l 26,67 52 00 37.O R.M.No.2 161+.9 223 26 30,0 Az.Mk. 261+ 21 06,8 MERCER (C.H.DOME) 195 06 39*3 MERCER 2nd U.P.SPIRE I96 143 2 0.0 Height of light above station mark - 1.2 meters. Height of telescope above Station mark - 1.2 meters. Plane coordinates (N): x = 1,321,872,3! feet, y = 386,736.39 f eet • ******* MICHAELS (Mercer County,Pa.,Pa,Geod.S.,1937)—To reach from Mercer go E from the courthouse for 0.3 mile, keep left or Straight ahead on Route 143027, go 6.6 miles to junction with Route [43023, at white church turn left on Route I45023, go 0,8 mile, turn right on dirt road, go 0,6 mile And turn left into old lane, go 0.2 mile to the station site which Is on the knoll to the right from the end of the lane and in the old orchard. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square blocks of concrete. Reference mark No,l is a Pa, Coordinate System standard bronze disk set in a 0.8- by 1,0-foot irregular sandstone boulder projecting 0,2 foot, and is W of station 1 foot E of fence row. Reference mark No,2 is a Pa. Coordinate System standard bronze disk set in a 0,6- by 1.0-foot irregular sandstone boulder flush with surface and is N of station at edge of orchard. Azimuth mark is a Pa, Coordinate System standard bronze disk set in a 0.6-by 1.0-foot irregular sandstone boulder and projecting 0,3 foot. To reach go back to the main road and turn left, go 0.5 mile, turn left and go 0.2 mile, Mark is on right side of road by old house, 18 feet W of wheel tracks qf road. OBJECT DISTANCE DIRECTION LEIGHTY feet (TOO* 0020 R.M.No.l 213,21 1 01 k§ R.M.No.2 IO3.68 91 ll 1§ Az. Mk. 1y2 27 3p AV. BEACON NO*140 (MILLBROOK) , l66 00 Ml _ n .0, t.. — t, j = 3997SI4I.I2 Plane coordinates (N): i 1,350,121.142 feet, T 97-26 feet ******* 7 TJBITBD STATES COAST AND GEODETIC SURVEY AND STATE SURVEY First-order Triangulation MIDDLESEX (Mercer County,Pa.,Pa.Geod.S.,1937) —Station is 0*1 Mile ME of the cemetery which is in the ME corner of the Borough of West Middlesex* Looation of station is Identical with the ME corner of the West Middlesex boundary corner monument which was a 1-inoh iron pipe projeoting 1 1/2. feet from a 0*5- by 0*6- by 1.6-foot con¬ crete base* Surface and underground marks are Fa* Coordinate System standard bronse disk* set in square blocks of ooncrete* Reference mark No*l is a Pa* Coordinate System standard bronse disk set in a 0*7- by 0*5-foot sandstone post, projeoting 0*3 foot on boundary line* Reference mark No.2 is a Pa* Coordinate System standard bronse disk set in a 0*7- by 0.7-foot sandstone post projeoting 2 lnohes* Azimuth mark is identical with the MW comer of West Middle¬ sex boundary survey* Hark is a small indentation in concrete post 6 inches square, 18 inches long, set one foot below surface and established by the Middlesex survey* OBJECT DISTANCE DIRECTION MCKAY feet 0°00»0020 R*M*No.l 7I.5I+ 330 51 R.M.No.2 69.67 228 29 As. Mk. 63 04 37*0 Height of light above station mark - 22*5 meters* Height of telesoone ahove station mark - 19*3 meters* Plane coordinates (N): x * 1,256,530*74 feet, y « 381,768.85 feet* MILL CREEK (Mercer County,Pa*,Pa.Geod.S.,1937)—Station is located ME of Sandy Lake, on land owned by a Mr* Black, adjoining that (to the N) of property owned by Edward Clayton* The station is on the summit of a hill, adjoining and S of a cultivated field, very nearly on the Venango-Mercer county line* Surface and underground marks are Pa* Coordinate System standard bronse disks set in square blocks of concrete* Surface mark projeots 1 foot* Reference mark No*l is a Pa* Coordinate System standard bronze disk set in a 1- by 1.0-foot sandstone post, projeoting 0*3 feet* Reference mark No*2 is a Pa* Coordinate System stand¬ ard bronze disk set in a 1- by 0.8-foot sandstone post, projeot¬ ing 0*2 foot* Azimuth mark is a Pa* Coordinate System standard bronze disk set in a 0*9- by 1-foot dressed sandstone block projeoting 0*4 foot* Reach by continuing E from Glenn School for 1*0 mile, thence left, N for 1*0 mile* Mark Is 18 1/2 feet W of center line of road, at point about 180 feet S of junction of this road with State Route 285* To reach station from Sandy Lake go N on State Route 78 for 1*1 miles, thenoe right, E, on Route 43°72 for 2*6 miles to the Glenn School, here turn right on Route I4.5057# go 0*2 mile turn right on dirt road and go 0*4 mile to old lane, turn right and follow lane until road is obs true ted, then turn right, SE and go cross-country on farm tracks to summit of hill and station* OBJECT DISTANCE DIRECTION VICT0RY feet 0°00*0020 R.M.No.l I62J4.O 291 13 27 R.M.No.2 67.70 70 44 27 Az. Mk. 235 37 I4.O Height of light above station mark - 22*5 meters* Height of telescope above station mark - 19*3 meters* Plane coordinates (N)t x w 1,381,701*23 feet, y =1448,14.97*01 feet* MILLER (Mercer County,Pa.,Pa.Geod.S.,1937)—Station is W of Greenville, on land owned by Mr* Miller, about 250 feet S of his house and 3 feet N of the property line dividing Miller*s land from that owned by one Bielabocky. Surface- underground, and reference marks No*l and No*2 are Pa* Coordinate System standard bronze disks set in square blocks of concrete* Reference mark No.l is ME of station at power pole* Refer¬ ence mark No*2 is E of station in property line* Azimuth mark is a Pa. Coordinate System standard bronze disk set in a boulder, and is in property line (approximately) dividing the land owned by William Thompson and 0*Hem* Thompson lives in the first brick house on the left of State Route 358 W of its junction with Route 43038 About 0*4 mile* Mark is approximately 3°0 feet S of pavement in hedge line* NOTE* This azimuth mark was later used as one of the refer¬ ence marks for station 0*HERN* To reach station from Greenville go W via State Route 358 to top of grade, thenoe right on Route 43058# go 1#0 mile, turn right, go 0*9 mile, and turn right, E, into driveway along power line, go 0*15 mile to Miller*3 house* OBJECT DISTANCE DIRECTION SHENANG0 feet 0° 00 * 002 0 R.M.No.l I87.I6 222 56 R.M.No.2 84.40 278 Ok Az* Mk. 352 08 Height of light above station mark - 26*5 meters* Height of telesoope above station mark - 23.5 meters* Plane coordinates (N): x = 1,267,660*62 feet, y = 467,190.48 feet* ******* MITCHELL (Mercer County,Pa.,Pa.Geod.S.,1937)—Station is located NE of West Middlesex, on land owned by C*M.Mitchell and is on the summit of the knoll about 200 yards in back of his residence* Station mark is a Pa. Coordinate System standard bronze disk set in sandstone, 8 inches below the surface. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 13- by 17-foot rock outcrop, projeoting 3 feet* Reference mark No*2 is a Pa. Coordinate System standard bronze disk set in rock outcrop 3 feet square and flush with surface * Azimuth mark Is a Pa* Coordinate System standard bronze disk set in a 7- by 12-inch sandstone post, projecting 4 inches. To reach azimuth mark continue past house 1.0 mile to crossroads; thenoe left 0*2 mile to mark, which is 21 feet E of center line of road. Mercer County, Pennsylvania* To reach 'station from West Middlesex, go NE on State Route & 1*3 miles, thenoe S along dirt road about 0.8 mile to farm C.M* Mitchell. OBJECT DISTANCE DIRECTION feet* MCKAY feet R.M.No.l 181.95 R.M.No.2 85.52 Az. Mk. Height of light above station mark - Height of telesoope above station mark - 1.2 meters. Plane coordinates (N): x » 1,265,9°9.03 feet, y = 378,510.13 0°00*0020 290 19 57.? 356 19 58.4 291 38 31.0 1.2 meters. M0RMEWECK' (Mercer County,Pa,,Pa.Geod.S.,1937)—Located SW of Sheakleyville, 0.8 mile W of U.S, Route 19, 1*4 miles S of its junction with State Route 358, on land owned by F,L. Morneweck. Station is in SW corner of front farmyard, l4.7 feet NE of proper¬ ty line fence post, 23.7 feet N of center line of road, 9*2 feet N of prolonged N right-of-way fence line. Surface mark is a Pa. Coordinate System standard bronze disk set in circular concrete block 1.1 feet in diameter* Underground mark is a square block of ooncrete below the ground oontalning a Pa. Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in a 1- by 0.8-foot sandstone post projeoting 0.4 foot and is in fence line to NW. Reference mark No.2 is a Pa. Coordinate System standard bronse disk set in a 1.2- by 0.7- foot sandstone post projeoting 0.6 foot and is in N right-of-way fenoe line. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a boulder, 0.3 mile W of station, in N-S fence line to right of road dose to oorner. To reach azimuth mark go W from station 0.3 mile to T-interseotion. Station is reached from Sheakleyville by going S on TJ.S. Route 19 for 4*9 miles, here turn W and go 0.8 mile to station. Geodetic Survey Traverse station is reached by going E to TJ.S. Route 19. Mark is at the SW corner of yard of first house to the S on the E side of highway, approximately 0.1 mile* OBJECT DISTANCE DIRECTION WHEELER feet 0°00'0020 R.M.No.l 79.22 66 37 13 R.M.No.2 118.52 ' 341 30 13 Az. Mk. 345 58 30 TJ.S.G.S. TRAV. STA. NO.3 . . 170 l4 44*4 Plane coordinates (N): x = 1,317,898.14 feet, y = 45*,461*33 feet* MEYERS (Mercer County,Pa.,Pa,Geod.S.,1937)—Located NE of Greenville, on Crawford-Mercer county line road on property of P. Meyers. Station mark is a Pa. Coordinate System standard bronze disk set in irregular sandstone boulder. Reference marks No.l and No,2, and azimuth mark are Pa. Coordinate System standard bronze disks set in sandstone boulders. Reference mark No.l is SE of station at comer of bam. Reference mark No*2 is S of station at comer of milk house. Azimuth mark is E of station on the left side of road at junction with Route 43°46. To reach station from Greenville, go N on TJ.S. Route 18 through Osgood 4*8 miles to dirt road, thence E 1*5 miles, thenoe N on Route 43063 a distance of 0.5 mile to county line, thence E on Crawford-Mercer county line road 0*6 mile to station. OBJECT DISTANCE DIRECTION MILLER feet 0°00»0020 R.M.No.l 86.34 243 17 38 R.M.No.2 66.43 313 40 10 As. Mk. 229 32 36 Height of light above station mark - 1*21 meters* Height of telescope above station mark - 1*21 meters. Plane coordinates (N)t x = 1,297,542.57 feet, y * 490,362,23 feet. NE CORNER (Mercer County,Pa.,Pa.Geod.S.,1937)—Located NE of New Lebanon on Crawford-Mercer county line, on property of Harper Hart. Station is 19 feet W of rall fence and 4l feet S of right-of-way fenci. Surface mark is a Pa. Coordinate System standard bronze disk set in 0,5- by 1.0-foot sandstone post projecting 3 inches above ground. Underground mark is a square block of concrete below the ground oontalning a Pa, Coordinate System standard bronze disk. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in 0*9- by 0.9-foot irregular sandstone post projecting 3 inches, and is SE of station in fence line. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in 1*3- by 0.7-foot irregular sandstone post pro¬ jeoting 3 Inches, and is NW of station in fence line. Azimuth mark is a Pa. Coordinate System standard bronze disk set in boulder projecting 3 Inches. To reach from station go W to U.S, Route 322, thence left 0.9 mile to Route 43°71# thence right 0.6 mile to Route 43°75# thence right 0.1 mile to mark on left* To reach station from New Lebanon, go NE along Route 43°74 through Carlton to U.S. Route 322; thence N 1.0 mile to county line road, thenoe E 1.1 miles along dirt road to station. OBJECT DISTANCE DIRECTION IRWIN feet 0°00*0020 R.M.No.1 77.69 345 14 R.M.No.2 71.08 120 12 Az. Mk. 37 55 58 Height of light above station mark - 0*99 meter. Height of telescope above station mark - 0.99 meter. Plane coordinates (N)j x » 1,384,461.38 feet, y * 490*122.36 feet. T 97-27 8 O'HERH (Mercer County, Pa,, Pa. Good.S., 1937 )~Located W of Greenville, on the S side of State Route 35°, about 0.4 mile W of its junction with Route 14.3058* Station is on a vacant lot belonging to a Mr, 0*Hem of Greenville, and is on the adjoining lot (E) of that owned by Wra, Thompson, Station mark is a Pa, Coordinate System standard bronze disk set in a square block of concrete 1 foot below the surface. Reference mark is identical with Miller azimuth mark and is in the property line between O'Hern’s and Thompson*s prdperty. Reference mark No,1 is a Pa, Coordinate System standard bronze disk set in pavement, 1 foot in from the S edge, OBJECT DISTANCE DIRECTION MILLER feet 0° 00 * 00'J 0 MILLER Az.Mk, (R.M.) . 354.3 233 15 R.M.No.l 68,60 10 ll Height of light above station mark - 1,2 meters. Height of telescope above station mark - 1,2 meters. Plane Coordinates (N):. x « 1,269,638,16 feet, y * 460,910.85 feet. OSBORN (Mercer County,Pa.,Pa,Geod.S.,1937)— Located 1.4 miles NW from Sheakleyville along Route I4.3067, on a hill summit at place now owned by Earl Ramp, recently sold to him by Freem Osborn who apparently still holds title. Surface and underground marks are Pa, Coordinate System standard bronze disks set in square biooka of concrete. Surface mark is flush with the surface, and is in the fence line SW of dwelling. Reference mark No.l is a Pa, Coordinate System standard bronze disk set in irregular sandstone post and is in same fence line. Reference mark No,2 is a Pa, Coordinate System standard bronze disk set in irregular sandstone post and is 3 feet E of right-of-way fence line. Azimuth mark is a Pa, Coordinate System standard bronze disk set in a boulder and is 0,5 mile from station back ‘towards Sheakleyville, on left side of road and about 20 paces from road in fence line, OBJECT DISTANCE DIRECTION WILLIAMS feet 0°00*00'j0 r.m.no.i 109,65 34.9 26 R,M.No,2 155.37 98 40 Az, Mk. 92 36 Height of light above station mark - 32,6 meters. Height of telescope above station mark - 29,6 meters. Plane Coordinates (N): x « 1,323,112.78 feet, y s 480,074.31 feet. PETERSON (Mercer County,Pa.,Pa,Geod,S,,1937)—Located NW of New Lebanon on Mercer-Crawford county line. Station is in woods on property of Fred Peterson, 9*8 feet NW of county line marker. Surface mark is a Pa, Coordinate System standard bronze disk set in 1,0- by 1.0-fpot dressed sandstone projecting 6 inches, Underground mark is a square block of concrete below the ground containing a Pa, Coordinate System standard bronze disk. Reference mark No.l is a Pa, Coordinate System standard bronze disk set in 1.5- by 1,5-Toot concrete post projecting 3 inches and is NE of station in first fence line N of road. U.S.G.S, Traverse Station No,9 is a standard G,S, disk set in iron post stamped ’’Prim, Trav. Station No.9 Penna. 1908” and is across road 33 foot N of center line of road on right side of rail fence at telephone pole. Azimuth mark is a Pa, Coordinate System standard bronze disk set in 0.8- by 1,0-foot concrete post projecting 4 inches, and is reached by going N on Route 20022 for 0,9 mile to intersection with Route 20024, turn E for I32 feet, Mark is 5° feet N in schoolyard. To reach station from New Lebanon go N on State Route 78 to county lifte road 43°88; thence W 2.75 miles to station. OBJECT DISTANCE ° DIRECTION MCDANIALS feet <7*00*0050 R.M.No.l 519.40 351 36 U.S.G.S.Trav.Sta,No.9 73*70 208 25 Az. Mk. 277 31 ll Av, Beacon No.8 (code B) 283 54 31 Height of light above station mark - 30*4 meters. Height of telescope above station mark - 27.4 meters. Plane Coordinates (N): x * 1,352,166.78 feet, y * 489,701.18 feet. PROSPECT (Mercer County,Fa,,W.M.,1928)—About 8 miles N of Sharon, 6 miles N of Sharpsville and 2 miles NW of Transfer, on the summit of Prospect Ridge, The station is in NW corner of barnyard opposite Prospect Hilljgarm. The land belongs to J.E. Lininger, who lives on the N side of the road between Transfer and Orangeville, where it crosses the hill. The barnyard is on the S side of the road. Station mark is a standard bronze disk set in concrete. Reference mark. No.l is a standard bronze disk set in rock on E side of barnyard road about 20 yards NW of NW comer of bam. ^ deference mark No.2 is a standard bronze disk set in rock inside ofv NW corner of pig run. • Station"* is reached from Transfer or Orangeville by taking Orangeville road 2 miles to* Lininger*s place, : 03JECT DISTANCE DIRECTION -SHARON -J meters feet 0°00*0C'j0 R.M,No.l 46.433 ' R.M,No.2 96.606 A 90-foot steel tower used. PROSPECT (Mercer County,Pa.,W.M.,1928;Pa.Geod.S,,1937)—Sta¬ tion found in good condition. All reference marks recovered. To reach station from Sharon go N along Route 846 about 8.5 miles; thence NW along Route 43°36, a distance of 0,9 mile. Sta¬ tion is in NW comer of barnyard opposite Prospect Hill Farm on property of .J,E# Lininger. NOTE: The azimuth mark is station M-4-1+1777 and is seen from the ground. Plane Coordinates (N): x = 1,253,510.88 feet, y * 439,435.08 feet. **»*##* 152.34 316.95 49 09 LO 141 34 47 REED (Mercer County,Pa.,Pa.Geod,S,,1937)—'Located 3*3 miles along State Route 468 W and SW from Mercer. Station is on summit of knoll 60 paces SE in cultivated field on land now owned by Alexander Kurtanich. Station marked ”4/80," Surface mark is a Pa. Coordinate System standard bronze disk cemented in 0,9- by 0,9- by 2-foot dressed sandstone, set 1 foot below the surface. Underground mark is a Pa, Coordinate System standard bronze disk wedged in a drill hole in a boulder below the ground. Reference mark No.l is a Pa, Coordinate System standard bronze disk set in 0,9- by 0,9- by 1,3-foot dressed sandstone post, set flush with surface, 9,6 feet NW of road. Reference mark No*2 is a Pa, Coordinate System standard bronze disk set in 0.7- by 0,7- by 2-foot dressed sandstone post, projecting 0,3 foot in inside fence corner, 2 feet E of N-S fence line and 2 1/2 feet S of E-W fence line. Azimuth mark is a W. Coordinate System standard bronze disk in a boulder, OBJECT DISTANCE BLACK feet R.M,No.l 363.07 R.M.No.2 533.19 Az. Mk. Height of light above station mark - 26.5 meters. Height of telescope above station mark - 23,5 ®sters. Plane Coordinates (N): x = 1,301,916.15 feet, y = 386,295.43 f ee t • DIRECTION 0°00»00',,0 257 51^.14- 72 38 52.0 2k 3k 13.2 RODGERS (Mercer County,Pa.,Pa.Geod.S,,1937)—Located 0,6 mile W of U.S. Route 19 3.5 miles N of its junction with U.S, Route 62 in Mercer. Station is on lane to the right leading to Rodgers* bam in first fence line on left. Surface and underground marks are Pa. Coordinate System standard bronze disks set in square concrete posts. Surface mark projects 12 inches above ground. Reference marks No.l and No,2 are Pa, Coordinate System standard bronze disks set in irregular boulders, each prdjecting 2 inches. Reference mark No.l is NE of station through corner of orchard. Reference mark No.2 is SE of station across road. Azimuth mark is a Pa. Coordinate System standard bronze disk set in base of Av. Beacon No.39 directly under light at Mercer landing field. To reach from intersection of U.S. Routes 19 and 62 at Mercer, go NE on U.S. Route 62 1,7 miles, thence left on Route 43049, 3*0 miles to field left of road. feet, OBJECT ELDER R.M.NO.I R.M.No.2 Az. Mk. DISTANCE feet 108.95 196.75 DIRECTION 0°00'0030 330 k5 &! E Height of light above station mark - 26,5 meters. Height of telescope above station mark - 23.5 meters. Plane Coordinates (N): x = 1,311,982.29 feet, y * 422,154.59 SHARON (Mercer 0ounty,Pa.,W.M.,1938)—About 5 miles E of Sharon, on a well-known ridge known as Keel Ridge, on land be¬ longing to J,W. Gaugh. Reached from Sharon by the Mercer paved road 5 miles to Mr. Gaugh’s place on N side of road, thence N past his bam and through lane to pasture at end of lane. Station is In SW comer of grove of trees back of house. Station and reference marks No.l and No.2 are standard bronze disks set in concrete. Reference mark No,l (S) Is on fence line W of lane running back of barn. Reference mark No.2 (W) is on fence line on W side of small cultivated field W of lane, OBJECT * DISTANCE DIRECTION FAY meters feet 0°00*0020 R.M.NO.I 113.042 370,87 44 4l 54.2 R.M.No.2 152.491 500.30 I33 15 56.6 A 90-foot steel tower used. SHARON (Mercer County,Pa.,W.M.,l928;Pa.Geod.S.,1937)—Sta¬ tion found in good condition. All reference marks recovered. To reach from Sharon go E along U.S. Route 62 through Hermitage to Keel Ridge, a distance of 4*2 miles. Station is on property of J.W. Gaugh at end of lane N of barn in SW corner of grove of trees. New azimuth mark is a Pa. Coordinate System standard bronze disk set in a sandstone post about 0,8- by 0.8-foot projecting 3 inches. Mark is on the N side of U.S, Route 62 and in the line of trees along the i*ight-of-way, about 250 feet E of the driveway leading Into farmyard which Is passed in going to station, OBJECT DIRECTION CHARLESTON 0° 00 * 00'.’ 0 Azimuth Mark } 79 09 ll.5 Plane Coordinates (N): x * 1,263,763.94 feet, y « 402,264.89 feet. SHARPSVILLE (Mercer County,Pa.,Pa.Geod.S,,1937)--Located N of Sharpsville on State Route 846 2 1/2 miles N of its junction with State Route 718. Station on land owned by M.E. Bortner, across the highway from his residence and 8 paces S of mail box, 21 feet E of center line of highway. Station mark is a Pa, Coordinate System standard bronze disk set in a 0.8- by 1-foot sandstone post, 2 1 /2. feet long, flush with the surface. Reference mark No.l is a Pa. Coordinate System standard bronze disk set In a 1- by 1.4-foot sandstone post, projecting 0.4 foot. Reference mark No.2 Is a Pa. Coordinate System standard bronze disk set In a 0.7- by 1-foot sandstone post, projecting 0.4 foot. OBJECT WATER R.M.NO.I R.M.No.2 Az. Mk. DISTANCE feet 201.15 162.47 DIRECTION 0° 00* 00'JO 358 12 29 79 44 18 322 54 27.2 feet Height of light above station mark - 1.22 meters. Height of telescope above station mark - 1,22 meters. Plane Coordinates (N): x = 1,250,120.38 feet, y * 419,544.80 T 97-28 9 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY First-order Triangulation SHENANGO (Mercer County,Fa,,Pa.Geod,S.,1937)—:Located on Route J4.506O, 0,4.5 mile NW of State Route 18, 1,9 miles S of its intersection with Third Street in Greenville, Station is across the fence line from the NW comer of McCracken1 s property. Surface and underground marks are Fa, Coordinate System standard bronze disks wedged in drill holes in boulders. Refer¬ ence marks No,l and No.2 are Fa, Coordinate System standard bronze disks in outcropping bedrock. Reference mark No.l is & of station along fence. Reference mark No,2 is SE in old rail fence. Azimuth mark is a Fa, Coordinate System standard bronze disk set in a 1.7- by 0,9-foot irregular sandstone post, project- ing 0,5 foot. It is 1,7 miles SB from station, via Route 43060, across the railroad tracks and 2 feet SW of the second telephone pole, W of farmhouse, 18 feet S of center line of road. OBJECT PROSPECT R,M,No,l R.M.No.2 Az, Mk, Water Tank-Country Club, Greenville Av, Beacon No,58, Clarksville J-8 (T^hv.Sta.) DISTANCE feet 317.41 3W.27 DIRECTION 0°00*00X0 220 06 35,0 290 24 07,8 255 54 19.77 216 28 47.4 31; 4? 16 3.7.9 lS.5 feet. Haight of light above station mark - 22,5 meters. Height of telescope above station mark - 19,5 meters. Plane Cobrdlnates (N): x « 1,269,374.87 feet, y - 453*368,42 t SMITH (Mercer County,Pa.,Pa.Geod.S,,1937)—Located on Howard Smith* s farm 0,4 mile W of U.S. Route 19 1.3 miles S of Sheakley- ville. Station is reached via farm road past bam and uphill to the H, Station is 151 feet E of N-S fence, 106 feet W of N-S fence in the summit of a high hill, in a hay field. Station mark is a Pa, Coordinate System standard bronze disk set in square block of concrete. Reference marks No,l and No,2 are Pa, Coordinate System standard bronze disks cemented in drill holes in 12- by 12-inch dressed sandstones, each projeoting 3 inches. Reference mark No,l is in fence line NE of station. Reference mark No,2 is in fence line NW of station. Azimuth mark is a Pa, Coordinate System standard bronze disk cemented in drill hole in a 9- by 9-inob. dressed sandstone projeoting 0,1 inch, and is close to large bam on Route 43°64 about 0,8 mile W of Sheakleyville, OBJECT ELLIOTT R,M,No,1 R,M,No,2 Az, Mk, DISTANCE feet 166.35 178.23 DIRECTION 0°00*0020 274 28 48 177 29 48 216 47 56 Height of light above station mark - 1,2 meters. Height of telescope above station mark - 1.2 meters. Plane Coordinates (N): x * 1,322,201,83 feet, y *469.439*44 feet. S0NNETT (Butler Countv,Pa,,J,B,Jr,,1935)—This first-order station is 1 mile (by road) N of Sllppery Rock, 0,35 mile NNE of a cemetery, on the property of Mr, Sonnett, on the highest point of a hill in a pasture. The station is.14 paoes SW of a group of oak trees, 15 paces S of the edge of the woods. The station mark projects 12 inches and is stamped "SONNETT 1935." Surface, underground, reference, and azlttftth marks are standard bronze disks set in concrete as described in notes la, 7a, and 11a, Reference mark No,l is 57*665 meters or 189.26 feet NNE of the station, at the S edge of the woods. The distance was measured along the slope. The mark is stamped "SONNETT 1935 No.l," Reference mark No.2 is 40.130 meters or 131,66 feet WNW of the station, at the S edge of the woods, 3 foat S of a 36-inch oak tree. The mark is stamped "SONNETT 1935 No,2." It projects 6 inches. The azimuth mark is 0,25 mile SE of the station, 100 feet S of the sandwich shop, 68 feet NW of the center line of the road, 18 feet S of a 20-inch oak tree. The mark projects 10 inches. It is stamped "SONNETT 1935." To reach the station from Slippery Rock, go N from the First National Bank in Slippery Rock on the Harrisville road for 1 mile to a sandwich shop and a filling station at the top of the grade, here go through the rall fence on the NW side of the road and go NW O.25 mile to the station on the top of the hill. OBJECT GROVE CITY R.M.No.l Azimuth Mark (111) Clock Tower, Slippery Rock College R.M.No.2 A 77-foot tower used. DISTANCE 57*665 meters 0.25 mile 1 mile 4o,130 meters DIRECTION o° 00* 0020 75 17 12 177 21 43.4 210 18 17.2 318 55 49 SONNETT (Butler County,Pa.,J.B,Jr.,1935;Pa,Geod.S.,1937)— Station found in good condition. All reference marks recovered. To reach station from Slippery Rock, go N on State Route 8 to filling station, a distance of 1,0 mile, thence NW through pasture to top of hill. Plane Coordinates (N): x * 1,367,214,57 feet, y * 339.769*92 feet. SPEARS (Mercer County,Pa.,Pa.Good.S.,1937)—Station is located about 6.3 miles SW of Mercer, about 3 miles N of the S boundary of Mercer County, on land owned by Floyd Spears. It is in his farmyard 39 feet E of right-of-way of County Route 43010 and 29 feet S of an E and W rail fence line. Station mark Is a Pa, Coordinate System standard bronze disk set in a sandstone post, 0,6 foot below surface. Underground mark is a Pa, Coordinate System standard bronze disk wedged in a drill hole in a boulder* Mercer County, Pennsylvania, Reference mark No.2 is a Fa, Coordinate System standard bronze disk set in 0,7- by 0,8-foot sandstone post projeoting 4 inches. Located in rail fence line, 87 feet E of E right-of-way fence. Reference mark No.l is a Pa, Coordinate System standard bronze disk set in a large irregular field stone, projecting 6 inches and located close to property line fence. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a large boulder, Located 0,6 mile N of station, in a fence line on the S edge of a woods, about 4° paces E of center of County Route 43010. Reached from Mercer by going SW on State Highway 468 for 6.3 miles, thence left (S) on Route 43010 for 0,5 mile to station on E side of road, OBJECT DISTANCE DIRECTION REED feet 0°00*0020 R.M.No.l 69.06 21 35 R.M.No.2 76.39 152 ll Az. Mk. 311 02 55.7 Height of light above station mark - 26,5 meters. Height of telescope above station mark - 23,5 meters. Plane coordinates (N): x « 1,291,053.64 feet, y * 374,677.86 feet. SPENCER (Mercer County,Pa.,Pa,Good.S.,1937)—Station is located in a field to the E of the Pennsylvania-Ohlo State line road, near the SW corner of Mercer County, on property of Mr. W.C. Spencer. Surface mark is a Pa, Coordinate System standard bronze disk set in sandstone post 18 inches below surface. Underground mark is a Pa. Coordinate System standard bronze disk set in concrete. Reference marks are Fa, Coordinate System standard bronze disks set in boulders. Reference mark No,l is SE of station in fence line. Reference mark No.2 is SW of station in fence line. Station ST0NY RIDGE was used as the Azimuth mark, Reached from West Middlesex by going SW on Route 43002 - 3.6 miles, thence W 2.0 miles to Ohlo-Pennsylvanla State line road; thence S 0,9 mile to the Spencer property and station, OBJECT DISTANCE DIRECTION WATER feet 0°00»0020 R.M.No.l 255.35 164 21 44 R.M.No.2 271.99 210 12 40 Az. Mk. (ST0NY RIDGE) 50 17 23.54 Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1,2 meters. Plane coordinates (N): x * 1,237,968.30 feet, y - 361,218.60 feet. ST0NY RIDGE (Mercer County,Pa,,Pa.Geod,S.,193Y)~Station is located by air line distances about 3*3 miles' SW of West Middlesex, 1,0 mile N of Mercer-Lawrenoe county line and about 1,2 miles E of Pennsylvania-Ohio State line. It is on the summit of a hill, locally known as "Stony Hill", on property of Mr. James Johnson, who lives S of the station in the first house on the N side of the road E of the church mentioned below. Surface mark is a Pa, Coordinate System standard bronze disk set in octagonal sandstone post, approximately 6 inches in diameter at top and one foot at bottom, 3 feet long and projecting 2 inches. It Is In the woods about 50 feet E of the fence line dividing the propertles of James Johnson and James Lee. Underground mark is a Pa, Coordinate System standard bronze disk wedged In a drill hole In a boulder. Reference marks are Pa, Coordinate System standard bronze disks. Reference mark No,l Is set in field stone 10 by 7 Inches projeoting 2 inches. Reference mark No.2 is set in field stone 12 by 6 inohes projecting 2 inches. Azimuth mark is a Pa, Coordinate System standard bronze disk set in an Irregular shaped sandstone, 43 feet N of center line of an E-W road and 15 1/2 feet E of center line of State line road, Reached from the turnoff at board gate* mentioned below, by con¬ tinuing NW to James Lee*s farm (Ist farm); thence go due W for 0,7 mile to the State Line Road, The station is reached from West Middlesex as follows: From the Shenango River Bridge, go W up the hill on State Highway 318 for 0,2 mile, thence left fork on County Route 43002 for 3*1 miles, turn right off of 43002 and go 0,6 mile, keep straight ahead for 0,2 mile and turn right through board gate, just beyond a church; thence contlnue N to summit of hill and station site. NOTE: 77-foot tower would suffice. OBJECT DISTANCE DIRECTION SHARON feet 0°00*0020 R.M.No.l 210.40 105 33 R.M.No.2 246.00 82 42 Az. Mk, 246 17 10,6 A 77-foot tower used for observation, Plane coordinates (N): z * 1,243*114*41 foot, y * 365*766,21 feet. THIEL (Mercer County,Pa.,Pa.Geod.S.,1937)—Station is on the campus of Thiel College, 3 feet S of edge of walk leading W down the hill from between the two main buildings, and 115 feet N of the flagpole. Station is marked by a Pa. Coordinate System standard bronze disk set in ooncrete block, flush with the surface. Reference mark Is cross chlseled in concrete base of flagpole. Azimuth mark is a Pa, Coordinate System standard bronze disk set in the W curb of College Avenue, W of the station, in azimuth 81°03*1325. OBJECT DISTANCE DIRECTION SHENANGO feet 0° 00 * 0020 R.M. U5.0 341 05 19 Height of light above station mark - 1,2 meters. Height of telescope above station mark - 1,2 meters. Plane coordinates (N): x * 1,277,569.41 feet, y â– * 465*066.24 feet. TREVITT (Mercer County,Pa,,Pa.Geod.S,,1937)--Statlon is by air-line about 5 miles W of Sandy Lake and 9 miles NNW of Mercer on the property of Mr, W,F, Trevitt, It is 0,1 mile S of his bam, in the SE comer of a lane where it makes a rlght-angle (Continued on p.10) T 97-29 10 TREVITT (Continued) bend to the W. Station mark is a Pa. Coordinate System standard bronze disk set in an irregular sandstone post, 2 feet long and 1 foot in diameter, 1 foot below the surface. Reference marks are Pa. Coordinate System standard bronze disks. Reference mark No.l is set in large fast boulder in the pasture to the W. Reference mark No,2 is set in boulder SW of station in pasture. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a boulder, which is in definite hedge comer, the fields to the S and W being cleared and to the NE is woods aiid brush, 0.3 mile from the road at entrance to Mr. Snyder's abode. Azimuth mark is NW of station on J.E, Snyder's property. Station may be reached from Mercer as follows: Prom the intersection of U.S. Highways 19 and 62 go NE on No.62 for 1.5 miles, thence left fork on Route I4.30J4.9 and go 6.5 miles, turn right on Route 43°43 and go 1.9 miles, turn right on country road and go 0*2 mile to W.P. Trevittfc farm. Go thru gate S of barn, thence S on lane leading into pasture, OBJECT DISTANCE MORNEWECK feet R.M.No.l llj.0,20 R.M.No.2 ii6.27 Az. Mk. Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1.2 meters. Plane coordinates (N): x = 1,336,24.6.32 feet, y = 4-39#271.00 feet. 0.1 mile from the barn.. DIRECTION o°oo'oo5o 309 52 44 19 05 39 13 4o TURNER (Mercer County,Pa.,Pa,Good.S.,1937)—Station is located about on the Mercer-Crawford county line about 0.15 mile W of the NE corner of Salem township, in the NE corner of a pasture owned by J.C, Turner. Surfaoe and underground marks are Pa, Coordinate System standard bronze disks set in concrete. Station mark is set in concrete post, rounded on surface and projecting about 2 inches. Reference mark No.l, a Pa. Coordinate System bronze disk, is set in an irregular sandstone post, approximately 1 by 0.8 foot projecting 2 inches. Located in fence line to the SE, Reference mark No,2, a Pa. Coordinate System bronze disk, is set in concrete .block 1 by 1 foot and pro jesting 1 foot, and is located one foot S of fence line to the NW of station. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a concrete post. It is reached by going E from the station on county line road for 1.2 miles, thence left (N) for 1.0 mile, thence right for 0.2 mile to the residence of F.C-. Williams, Mark is in the SE comer of his front yard. Station is reached from Sheakleyville by goingJW and NW on Road No.4.3067 for 4*1-5 miles to county line, thence left (W) on county line road for 0.2 mile to the NE corner of a pasture and station, OBJECT DISTANCE DIRECTION WILLIAMS feet 0°00'00'.,0 R.M.No.l 116.60 32 30 R.M.No.2 133.4-0 285 30 Az. Mk, 333 04. 4-7 Height of light above station mark - 1,2 meters. Height of telescope above station mark - 1,2 meters. Plane coordinates (N); x = 1,310,226.83 feet, y = 489*754*28 feet. •H--5KKHKH!- VAN TASSEL (Mercer County,Pa.,Pa,Geod.S.,1937)—Station is located 0,2 mile N of New Lebanon Boro1s N line, on property owned by and opposite the home of H. Van Tassell, JL7 feet E of the E right-of-way fence of State Highway 78, Surface, underground and reference marks are Pa. Coordinate System standard bronze disks. Surface mark is set in a circular concrete post flush with the ground. Underground mark is set in an irregular mass of concrete. Reference mark No.l is in a field stone, 1,2 by 1.2 feet, projecting 4- inches and is N of station 0*5 foot E of fence line. Reference mark No.2 is set in a fast boulder, 2,5 by 1,5 feet, projecting 1.2 feet and is E of station across pasture 2 feet W of fence line. Azimuth mark is a Pa, Coordinate System standard disk set in a dressed sandstone post set flush with the ground. To reach from station go N on State Highway 78 a distance of 0,2 mile, thence left on dirt road 0.3 mile and turn S at edge of woods and go 0,1 mile fee mark on property of C.B, Irwin. OBJECT DISTANCE DIRECTION JONES feet 0°00'0050 R.M.No.l 104..19 211 56 R.M.No.2 301.80 320 4-9 Az. Mk. 14.5 19 06 Height of light above station mark - 30.4- meters. Height of telescope above station mark - 27*4- meters. Plane coordinates (N): x = 1,362,817.25 feet; y =4.69,831.65 feet. â– iHHHWHHf VICT0RY (Venango County,Pa.,J.B,Jr,,1935)""s^a'tion is located on the highest point of a wooded hill, known as Pecan Hill, about 8 miles by road SW of Franklin along State Highway No.8, 37*60 feet (II.4.6I meters) E of reference mark No.2, which is directly underneath a State Forest Service fire tower, and 16 paces S of the center line of the loop in the road leading to the fire tower. Station mark projects 5 inches. Surface, underground, reference, and azimuth marks are standard bronze disks set in concrete as described in notes la, 7a, and 11a, Reference mark No.2 projects 5 inches. The SE leg of the fire tower is 11,1 feet SE of reference mark No.2 and the SW, NW, NE legs (at base) are 11.1 feet, ll.3 feet, and 10.9 feet distant respectively from reference mark No,2, Reference mark No,l is 84-.65 feet (25.801 meters) N of the station; 6 feet W of the cen¬ ter line of the eastern part of the loop in the road leading to the station. Mark projects 6 inches above the ground. Distance between reference marks is 94*65 feet. To reach azimuth mark from station go back to State Highway 8 and go N 0.4- mile. Mark is on the left bank 7 1/2 paces W of the center line of the highway. It is 18 paces N of two mail boxes (H.N. Hovis and C.0. Moyer) on the S of Pecan Hill summit. This is about 0.7 mile air-line N of the station. Mark projects about 6 inches above the ground. To reach station from Franklin, go S on State Highway 8, from the traffic light at the Exchange Hotel and the Lamberton Bank, for 7,5 miles to a dirt road forking left (SE) at the Springville post office. Bear left on this dirt road for 0,4- mile to gate entrance to fire lookout clearing. Turn right thru gate and go 0.1 mile to the fire tower and station. This is a first-order station. OBJECT DISTANCE DIRECTION GRAHAM meters feet 0°00'0020 R.M.No.2 11.4-61 37*60 253 12 16 Azimuth Mark 0.7 mile 307 17 56.1 R.M.No.l 25.801 8I4..65 34-6 4.0 02 Height of light above station mark - 26 meters. Height of telescope above station mark - 24. meters. VICT0RY (Venango County,Pa,, J.B,*Jr,,1935;Pa,Geod.S., 1937) — Station found in good condition with all reference marks recovered. Reached from Mercer via Route No.4-3027, E, for 12.9 miles to State Highway No.8, thence left, or NE, on No,8 for 6.0 miles to Springville; here turn sharp right on dirt road and go 0.4- mile; turn right, as per sign "Fire Tower", and go 0.1 mile to station site, which is about 30 feet SE of the fire tower. WATER (Trumbull County,0hio;Pa.Geod.S.,1937)-vStation is located in the Shenango Valley Water Company's Reservoir enclosure in Ohio, just W of Sharon, Pa., on the summit of a hill just off Summitt Street. It is in SW comer of Reservoir enclosure, 12.2 feet N of the S fence and 6.9 feet E of the W fence. Mark is flush with surface. Surface and underground marks are Pa. Coordinate System standard bronze disks set in concrete. Reference marks are Pa. Coordinate System standard bronze disks set in boulders. Reference mark No.l is in NW comer of the reservoir 2 feet N of P.C. of curve in wall top. Reference mark No.2 is in SE comer of the reservoir wall, 21 feet W of P.C. of curve in top of wall. Stations FARRELL, SPENCER, BUHL FARM and SHARPSVILLE are visible from ground at present date, hence no azimuth mark set. OBJECT DISTANCE DIRECTION BUHL FARM feet 0°00'0050 R.M.No.l 128.63 281 04- R.M.NO.2 144*05 8 15 Westinghouse Tank, Sharon 18 31 52.8 Westinghouse Stack slxaron (Close) 21 37 20.1 P.H.C, Ins, Co. Flagpole, Sharon 4-7 37 30.3 M 4.7+2717.4. 286 03 07.71 Height of light above station mark - 22,5 meters. Height of telescope above station mark - I9.5 meteps. Plane coordinates (N): x = 1,236,64-0.04. feet; y « 4-04-.5l4.76 feet. â– JHHHKHH* WERRY (Mercer County,Pav,Pa.Geod.S.,1937)—Station is located on State Highway 78, 1.2 miles S of Perrine Comers, (intersection of State Highways 78 and 965) on property owned by John G. Wherry of Grove City, Pennsylvania. Station is on the W side of highway, 40 feet W of edge of cut bank, and almost in line with the S face of a large house, which at present is on the property. Station mark is set flush with the surface. Surface and underground marks are Pa. Coordinate System standard bronze disks set in concrete. Reference and azimuth marks are Pa. Coordinate System stand¬ ard bronze disks. Reference mark No.2 is set in sandstone post 0.8 by 1.0 foot projecting 0.3 foot, 2 paces SE of power pole and 4 paces W of highway cut. Reference mark No.l is set in a sandstone post, 1.0 by 0.9 foot, flush with the surface, 3*° feet S of a gas meter box and 34 E of center line of highway. Azimuth mark is set in a sandstone post, 1 fopt square pro¬ jecting 0.5 foot, 4-0 feet E of center line of highway and 2 feet from power line pole. It is -0.8 mile N of the station. OBJECT DISTANCE DIRECTION HENDERSON feet 0°00'0050 R.M.No.l 185.54 14 39 02 R.M.No.2 91.64 154 02 58 Az. Mk. 355 51 58 Air Bn. No.40 '100 26 46 Height of light above station mark - 26,5 meters. Height of telescope above station mark - 23.5 meters. Plane coordinates (N): x = 1,360,794,80 feet; y = 4-09,447.55 feet. WESLEY (Venango County,Pa.,J.B.Jr.,1935)—The station is about 8 miles (air-line) NE of Grove City, 13 miles (air-line) SSW of Franklin, l4 miles (air-line) E of Mercer, and 1.5 miles by road N of Wesley post office. (Wesley post office is on State Highway 8 between Franklin and Grove City). Station mark projects 5 inches above the ground. Surface, underground, reference, and azimuth marks are stand¬ ard bronze disks set in concrete as described in notes la, 7a, and 11a. Reference mark No.l is 3I.O3O meters (101.80 feet) NE of the station, in a wire fence line, 25 meters NNW of the SW fence cor¬ ner. Reference mark No.2 is 29.809 meters (97.79 feet) W of the station, and 183.4 feet WSW of reference mark No.l. Azimuth mark is 0.7 mile S of station on the N side of a dirt road that leads NW off Highway No.8 about 0.2 mile S of the one leading to the station, 5 meters N of center line of the road, 10 meters NNW of a dirt T-road intersection and 2 meters E of a telephone pole. The mark projects about 4 inches. To reach station from Wesley post office (15.2 miles by road from Franklin) go N on Highway 8 about 0,5 mile. Turn left (NW) on a dirt road, passing a farmhouse on right at this dirt T-road intersection, and go 1,0 mile to top of the hill. The station is in the field on the right, at the highest point of the cultivated hill, about 120 meters NE of the road, in what was once a fence line between the properties of Mr. Smith and Mr. Allen, 45 meters NW of two large apple trees, and 30 meters W of a rail and wire fence comer. (Continued on p.ll) T 97-30 ll UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY First-order Triangulation WESLEY (Continued) OBJECT BLACK R.M.No.2 R.M.No.l Chimney on House DISTANCE meters feet 29.809 97.79 3I.O3O 101.80 0.3 mile Azimuth mark (V.G.) 0.7 mile A 90-foot tower used for observations. DIRECTION 0° 00*00^0 21 I4.5 23 155 16 ll 275 28 300 39 51.hr WESLEY (Venango County,Pa.,J.B.J*.,1935j£a.G®od.s.,1937)— Station found in good condition and all referenoe marks recovered. Reached from Mercer via road No.l4.3027 E for 12,9 miles to State Highway No.8 in Venango County, turn left on No.8 go 0.1 mile and turn left on dirt road, go 1.0 mile to summit of hill, Station in the property line hedge about 100 yards up the hill from where a telephone pole is biased and has a triangle in blue keel thereon. The pole is about 100 yards beyond tlje summit of the hill. The adjoining land belongs to M.F. Smith and one Mr. Allen. Plane coordinatea (N): x * 1,390,338.11 feet; y - 399.54-7.86 reet. WHEELER (Mercer County,Pa.,Pa.Geod.S.,1937)—Station is lo¬ cat ed on the summit of what is shown on the Geological Survey quadrangle sheets as "Wheeler*s Hill", on land owned by Mr. Wheeler. The summit of this hill has recently been cleared of all high timber. Station is marked by a Pa. Coordinate System standard bronze disk set in a rock outcrop, 3 by 4 feet, flush with surface. Reference marks are Pa. Coordinate System standard bronze disks set in an outcrop. Reference mark No.l is SE of station. Reference mark No.2 is SW of station. No azimuth mark set as no point could be picked that would be visible from the ground. Station is reached from Greenville, via road No.143047 to a point approximately 1 l/h- miles *of where.it crosses road No. 4-301+6, here turn left into Mr. Wheeler*s driveway} thence 0.2 mile to summit of hill E of his house. OBJECT DI3TANCE DIRECTION MILLER feet 0°00»0020 R.M.No.l 212.90 225 06 %.7 R.M.No.2 169.50 301 30 36.7 Height of light above station mark - 22.5 meters. Height of telescope above station mark - 19*5 meters. Plane ooordinates (N)* x * 1,293,899.10 feet; y * 4-57.54-0.63 feet. Mercer County, Pennsylvania. left and E along this road 0.4 mile to summit of hill. Station is 31 feet S of road,buried 18 inches below surface. Reference mark No.l is a. Pa. Coordinate System standard bronze disk set in irregular sandstone boulder projecting 3 inches, located across road NE of station. Reference mark No.2 is a Pa. Coordinate System standard bronze disk set in irregular sandstone boulder projecting 3 inches, located across road NW of station. Azimuth mark is a Pa. Coordinate System standard bronze disk set in highway abutment and is at junction of Routes 45020 and 78 in NW corner of intersection. OBJECT DIRECTION Az, Mk. 0° 00*0050 Water Tank (Black) at Slippery Rock 279 36 37.9 Water Tank (Silver) at Slippery Rock 278 35 22.5 Plane coordlnates (N): x * 1,367,281.51 feet; y * 355,901.82 feet. ~ WILMINGTON (Lawrence County,Pa,,Pa.Geod.S.,1937)~WILMINGTON station is within the Borough limits of New Wilmington, In the NE corner of Westminister College Ball Park and at the end of N Park Street 12.8 feet N of property line fence of lot to the S. 33.4 feet SW of large comer post of wire fence of pasture, 21.3 feet W of center of sewer manhole in center of Park Street. Surface mark is a Pa. Coordinate System standard bronze disk set in dressed sandstone post. Underground mark is a Pa, Coordinate System standard bronze disk wedged in a drill hole in bedrock. Reference mark No.l is a Pa. Coordinate System standard bronze disk set in 1,3- by 1,15-foot sandstone post projectihg 0.2 foot and Is 1.7 feet W of fence line N of station. Reference mark No.2 is a Pa, Coordinate System standard bronze disk set in 1.2- by 1.2-foot sandstone post flush with surface In fence line W of station. Azimuth mark is a Pa. Coordinate System standard bronze disk set in a sandstone post. Reached from New Wilmington at Neshannock and High Streets by going W on High Street (Route 43005) for 0.6 mile. Mark Is on left side of road, 27 feet S of center line; 14 feet S of W end of guard rail and 8 feet W of telephone pole. OBJECT SPEARS R.M.No.l R.M.No.2 Az. Mk. DISTANCE feet 106.16 87.91 DIRECTION 0° 00'0020 1 53 252 27 351 13 36.3 feet. Height of light above station mark - 1.2 meters. Height of telescope above station mark - 1.2 meters. Plane coordinatea (N): x * 1,287,254.10 feet; y * 359,277.58 ♦JKHHHHf WILLIAMS (Mercer Coraity,Pa.,Pa.Geod.S.,1937)—Station Is loeated on County Road 45068 N of Kereer, 0,6 mile E of U.S, Route 19, in NW corner of pasture to the 3 of eounty-line road and E of N-S fence lino on property of Daniel Williams Jr. Sta¬ tion is 2 feet E of N-S fence* S of S right-of-way fence, 28 feet S of center line road in comer of pasture. Surface mark is a Pa. Coordinate System standard bronze disk set in circular concrete post projecting 2 inches. Underground mark is a square block of concrete below the ground oontalning a Pa. Coordinate System standard bronze disk. Referenoe marks No.l and No.2 are Pa. Coordinate System standard bronze disks set in 12- by 12-Inch dressed sandstone posts each projecting 0.2 foot. Reference mark No.l is in fence line extending S of station, Referenoe mark No.2 is 4° paoea NW of station along fence line. Azimuth mark is a Pa. Coordinate System standard bronze disk set in ll- by 11-ineh dressed sandstone projecting 1,5 feet and is 35 feet W of State Highway 285 and 138.2 feet E of U.S. High¬ way 19, Mark is 4.4 foot S of maple tree in back of service station. OBJECT DISTANCE DIRECTION DEER CREEK feet 0°00*0020 R.M.No.l 190.36 49 58 R.M.No.2 94.13 167 30 Az. Mk. 137 06 Height of light above station mark - 26,5 meters. Height of telescope above station mark - 23,5 meters. Plane ooordinates (N): x * 1,334,147*00 feet; y *488,442.74 feet. \ ******* WILLIAMSON (Mercer County,Pa.,Pa,Geod.Sv* 1937)—1Station is 0.2 mile NE of Route 43020 near Butler-Mercer county line on property of Peter Williamson. Surface mark is a Pa. Coordinate System standard bronze disk set in dressed sandstone 16 inches below surface. Underground mark Is a Pa, Coordinate System standard bronze disk wedged in a drill hole in bedrock. Referenoe marks No.l and No.2 are Pa. Coordinate System standard bronze disks set in irregular sandstone boulders each projecting 3 inches. Reference mark No.l is NE of station across road. Reference mark No.2 is NW of station across road. Azimuth mark Is a Pa. Coordinate System standard bronze disk set in highway abutment and Is at Junction of road No.43°20 and State Highway 78 in NW comer of intersection. To reach station from Grove City go SE on State Highway 78 for 2.5 miles, thence E on Route No.43020 to Butler-Mercer county line. OBJECT SONNETT R.M.No.l R.M.No.2 Az. Mk. DISTANCE feet 63.46 116.22 DIRECTION 0°00»00,.,0 213 4o 120 38 84 32 40 Height of light above station mark - 0.99 meter. Height of telescope above station mark - 0,99 meter. WILLIAMSON (Mercer County,Pa.,Pa.Geod.S.,1937;Pa.Geod.S., 1939)—Detailed description should be changed to read as follows: Reached from the Boro of Grove City via State Highway 78-the Grove City and Slippery Rock road-from the Intersection of East Main and Liberty Streets SE 3.0 miles to the intersection of State Route 187 (Leg.43°20)-the North Liberty and Harrisville road, thence T 97-31 12 UNITED STATED COAST AND GEODETIC SURVEY AND STATE SURVEY Seoond-order Traverse The following traverse descriptions are listed in order of their ocourrenoe along Individual traverse lines. The looationsof the different lines in the oounty are shown at the front of this volume. Line No.l Mercer-Venango County Line SE CORNER (Pine Township,Pa.Geod,S.,1938)—Station is reached from Grove City by going NE on State Route 208 lj.,5 miles, thence S on township road 1,2 miles to residence of A,E. Gilmore, This monument is the comer of Meroer, Butler & Venango Counties and is 1^9,92 feet from traverse station P 1, the latter of which is in the SE corner of A,E, Gilmore’s property and the NE comer of William J, Smith!s property. Station is marked with a Pa, Coordinate System disk, stamped "SE CORNER, 1938”, set in top of 6- by 6- by 30-inch concrete monument which projects 6 inches above the surface. Plane coordinates (Pa, N Zone): x = 1,380,59lj.,I}2 feet; y * 37^,282,14.6 feet. P 1 (Pine Township,Pa,Geod,S,,1938)--Station is reached from Grove City by going NE on State Route 208 for li.,5 miles, thence right (S) on township road 1,2 miles to residence of A,E, Gilmore, Station is located in the SE comer of Mr, Gilmore*s property and I88I4. feet E from center line of township road. The station, near the Mercer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "P 1, 1938", set in top of a 6- by 6- by 30-inch concrete monument which projeots 6 inches above the surface, OBJECT DISTANCE N 1 feet SE COR, Butler, Ven, Mercer Counties 14.9,92 Pence line S Plane coordinates (Pa, N Zone): y * 3?1+,257.23 feet. DIRECTION 0°00»00,.’0 335 55 50.0 95 : 1,580,551.5^ feet; H ******* N 1 (Irwin Township,Venango County,Pa.Geod.S.,1938)—Station is reached from Grove City by going NE on State Route 208 for 4-5 miles, thence S on township road 1,2 miles to residence of A.E, Gilmore, Station is located on the property of James Johnson just N of the line adjoining property of J,H. Stickle, 625 feet from the property comer of James Johnson & A.E. Gilmore, and approximately 50 feet N of the edge of the woods. The station, near the Mercer-Venango County line, Is marked with a Pa. Coordinate System disk, stamped "N 1, 1938", set in top of a 6- by 6- by 30-inch concrete monument which projeots 6 Inches above the surface. Plane coordinates (Pa. y * 374-,521.59 feet. H A. £. G't/mere Zone): x *1,381,172.55 feet; Johnson K \S W. J. 5rn’tlh . \lenqn%o &ut/er O /foe h Pi/c Jrt Stick le M 1 (Irwin Township,Venango County,Pa,Geod.S., 1938)—Station is reached from Grove City by going NE on State Route 208 I4..5 miles, thence S on township road 1,2 miles to residence of A.E, Gilmore. Station is E of here 1/2 mile on property belonging to James Johnson, 65O feet E of Gilmore's E property line, in low stone fence at the northern edge of &mall cleared field, and approximately 650 feet N of the Venango-Butler County line. Station is marked with a Pa. Coordinate System disk, stamped "M 1, 1938”, set In top of a 6- by 6- by 3°**inch concrete monu¬ ment which projeots 6 Ijiches above the surface. Plane coordinates (Pa, N Zone): x * 1,381,169,83 feet; 7 * 37^,950.13 feet. j ******* L 1 (Irwin Township,Venango County,Pa,Geod.S,,1938)—Station is reached from Grove City by going NE on State Route 208 ii.,5 miles, thence S on township road 0,5 mile, turn left (E) just beyond residence of A,J, Nutt and go 0J4. mile. Station is lo- oated S of this point approximately 1,200 feet across the fields on property belonging to Durward C, Reynolds, 1 foot SE of a wire fence which bears approximately NE and SW, The station, near Mereer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "L 1, 1938“, set in top of a 6- by 6- by 30“inch concrete monument which projeots 6 inches above the surface. Plane coordinates (Pa, N Zone): x * 1,381,162,77 feet; y » 375.74-0.li-7 feet, E l (Irwin Township,Venango County,Pa,Geod.S.,1938 )—Station is reached from Grove City by going NE on State Route 208 I4..5 miles, thence S on township road 0*5 mile, thence turn left (E) just beyond residence of A,J, Nutt and go 0,1^ mile to end of car travel. Station is N of this point approximately 1,200 feet and in the property line of A,J, Nutt and James N, McBride, 100 feet W from a fence comer at the edge of woods. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped ttK 1, 1938", set in top of a 6- by 6- by 30-inch concrete monument which projeots 6 inches above the surface. A submark was set under the station and consists of a square concrete slab 1 by 1 foot by I4. Inches with hole in center. Bronze disk was centered directly over the sub¬ mark. Plane coordinates (Pa, N Zone): x * 1,381,01^2,9I4. feet; y - 378,384-32 feet. J 1 (Irwin Township,Venango County,Pa.Geod.S,,1938)—Station Is reaohed from Grove City by going NE on State Route 208 I4..8 miles to residence of James Nelson McBride, Station is located S of this point approximately 1,200 feet, near N edge of woods and S . edge of cultivated field. Station is 7.7 feet N of rail fence and is buried 1 foot below the surface. The station, near the Mereer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "J 1, 1938", set in top of a.6- by 6- by 30-inoh concrete monument. Bronze disk was directly centered over the submark. Reference marks No.l and No .2 are each a field stone in fence line with 3A-inch drill hole in top. Reference mark No.J is a 6- by 6- by 30-inoh con¬ crete post with spike in center. OBJECT DISTANCE DIRECTION H 1 R.M.No.l R.M.No.2 R.M.N0.3 18.00 Plane coordinates (Pa, N Zone): x y * 579,517.27 feet. feet 19.60 7.63 18.0- 0°00’00j0 114. 54- 160 02 257 ij.8 1,381,032.73 feet; ******* H 1 (Irwin Township,Venango County,Pa.Geod.S,,1938)—Station is reaohed from Grove City by going NE on State Route 208 I4..8 miles to the residence of James Nelson McBride, Station is looated In old orchard and hog lot belonging to Mr. McBride, 337 feet N of the N right-of-way fence, and I3O.I4.8 feet S of donation lot cor¬ ner N0.I4.59. The station, near the Mereer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "H 1, 1938", set in top of a 6- by 6- by 30-inoh concrete monument which projeots 4- Inches above the surface. At the donation lot No.4-60 an old pipe set there in 1889 had rotted off at the surface of the ground and was replaced by a 6- by 6- by 30-inch concrete monument with nail in center. Reference mark (SW Corner Donation Lot N0.i4.59) is marked the same way and replaced old stone found in that corner. OBJECT DISTANCE J 1 feet NE COR. DONATION LOT NO.l4.6O 621.32 R.M, SW Cor, Donation lot No ,14.59 I3O.I48 Plane coordinates (Pa, N Zone): x * 381,0714..71 feet. (Continued on p. 13) DIRECTION 0°0Q’00S0 101 58 19.1 181 21 05.2 1,381,018.14.3 feet; ******* T 97-32 13 Line No.l Continued H 1 (Continued) D«Lr No*14.60 NE CORNER (Pine Township,Pa.Geod.S., 1938)—Por desoription of this station see description of station H 1* Plane ooordinates (Pa. N Zone)t x * 1,380,409,14.7 feet; y * 381,198.01 feet. Q 1 (Irwin Township,Venango County,Pa,Geod.S,,1938)—Station is reaohed from Grove City by going NE on State Route 208 for 4.5 miles, thence left (N) on township road 0.6 mile to orossroads, thence right (E) 0.2 mile to the station at point which is locally considered the Mercer-Venango County line. Station is 15 1/2 feet S of center line of travel, 7 1/2 feet S of S right-of-way fenoe and 33*38 feet W of reference mark. Station is marked with a Pa. Coordinate System disk, stamped "0, 1, 1938", set in top of a 6- by 6- by 30-inch concrete monu¬ ment whloh is 6 inohes below the surface. Reference mark is a precast 6- by 6- by 30-inch concrete post with nail in center and projects 6 inohes. It is in line of cleavage marking old fenoe line. OBJECT DISTANCE DIRECTION R 1 feet 0° 00*0050 R.M. 33.38 ^ , 157 58 10.0 Plane ooordinates (Pa. N Zone)* x * 1,380,969.26 feet; y « 383,421.33 feet. R 1 (Wolf Creek Township,Pa,Geod,S.,1938)—Station is reaohed from Grove City by going NE on State Route 208 for 4*5 miles, thence left (N) on township road 0.6 mile to orossroads, thence straight ahead for approximately 200 feet to station site. The station, near the Meroer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "R 1, 1938 , set in top of a 6- by 6- by 30-inch concrete monument which is 1 foot below the surface and in center line of wheel traoks. Reference mark is a concrete post projeoting 6 inches above the surface. Witness mark is nail in blaze on a 4-inch double- boled maple tree. 7 OBJECT Q 1 R.M. Witness Mk. Plane ooordinates (Pa, = 383,727.66 feet. DISTANCE feet 17.27 10.77t , N Zone)* DIRECTION o° 00*0050 155 18 20.0 11 50 00.0 1,379,828.31 feet; S 1 (Wolf Creek Township,Pa.Geod.S.,1938)— Station is reaohed from Grove City by going NE on State Route 208 4*5 miles, thence left (N) on township road 0.6 mile to crossroads, thence straight ahead for l/2 mile to station site at summit of small rise SW of old barn. The station, near the Meroer-Venango County line, is marked with a drill hole in sandstone shaft buried 6 inches below surface of roadway. Reference mark is drill hole in stone in W right-of-way fence line. Witness mark is nail in a triangular blaze on 7-inoh maple tree. 7 OBJECT DISTANCE S 1 INTER. feet R.M. 19.04 Witness Mk, 45*4° SE Cor. of old bam Plane ooordinates (Pa. N Zone): = 386,059.51 feet. x DIRECTION o° 00* 0020 273 48 20.0 164 36 40.0 61 05 00.0 1,379,877.34 feet; C'd fbonc/at/on /i. L. G//i M*b>d Redmond I mnrmrww T 1 (Wolf Creek Township.Pa.Geod.S,,1938)—Station is reaohed from main cross road in Centertown by going E on Soruhgrass Road 2.2 miles, thence right (S) for 0.7 mile on township road, thence left (E) 0.1 mile. thenoe turn right (S) about 100 feet to summit of knoll and station site, which is about 100 feet S of road that leads W past the house of H.L. Gill. The station, near the Meroer-Venango County line, is marked with a Pa. Coordinate System disk, stamped *T 1, 1938s, set in top of a 6- by 6- by 30-ln°h. concrete monument which is buried 0.7 foot below the surface. It is i3 feet W of center line of E property line fence. (H.L. Gill property). OBJECT DISTANCE DIRECTION U 1 feet 0®00*0020 R.M. 18.34 265 06 30.0 Plane ooordinates (Pa. N Zone)* x = 1,580.167.60 feet; 7 * 388,53a.21 feet. U 1 (Wolf Creek Township,Pa.Geod.S.,1938)—Station is reaohed from orossroads in Centertown by going E on Route 43027 2.2 miles, thenoe right (S) for 0.7 mile, thence left (E) 0*3 mile to the Meroer-Venango County line. Station is in fence line to the N 472 feet distant, in the property line of Prank Sopher and P.W. Roddy. Station is marked with a Pa. Coordinate System disk, stamped WU 1, 1938", set in top of a 6- by 6- by 30-lnoh concrete monu¬ ment which projeots 6 inohes. Plane ooordinates (Pa. N Zone)* x « 1,380,996.98 feet; y - 391,920.35 feet. V 1 (Irwin Township,Venango County,Pa.Geod.S.,1938)—Station is reaohed from orossroads in Centertown by going E on Route 43027 2.2 miles, thence right (S) for 0.7 mile, thence left (E) 0,3 mile to the Meroer-Venango County line. Station is 2,000 feet N of this point in the property line fence between propertiea of Frank Sopher and W. Riddle, and I4B2 feet E of T-lntersection of this fence and a N-S fence along the E side of property belong¬ ing to Cassy Starrett, Station is marked with a Pa, Coordinate System disk, stamped nV 1, 1938”, set in top of a 6- by 6- by 30-inch concrete monu¬ ment which projeots 6 inohes. Plane ooordinates (Pa. N Zone)* x * 1,381,478.43 feet; 7 - 593A71.53 T 97-33 14 UHITED STATES COAST ADD OEODETIC STOVE! AND STATE STOVE! Second-order Traverse Line No.l Continued W 1 (Wolf Creek Township,Pa.Geod.S., 1938)—Station Is reached from the crossroads In Centertown by gbing E on Route I4.3027 2.5 miles to the Mercer-Venango County line. Station Is directly N of this point in the eastern end of a pasture belonging to Mrs. Forrest Starrett, 810 feet NE of the SW comer of pasture, and 587 feet N of the southern pasture fence. Station is marked with a Pa. Coordinate System disk, stamped nW 1, 1958”, set In top of a 6- by 6- by 30-inch concrete monu¬ ment which projects 6 Inches above the surface. W.C.-W is a tri41 township comer and consists of a Pa. Coordinate System disk, stamped "W.C.-W, 1938**, set In top of a 6- by 6- by 30-inoh concrete monument which is 1 foot below surface• OBJECT DISTANCE DIRECTION V 1 feet 0°00»0020 W.C. W Trial Cor. 544*57 187 15 10.9 Plane coordlnates (Pa. N Zone): x *» 1,381,180.50 feetf y * 397*707*62 feet. W.C.-W (NE Cor. Wolf Creek Township,Pa.Geod.S.,1938 )—For description of this point see description of traverse station WI. Plane coordlnates (Pa. N Zone): x *= 1,381,210,96 feet; y « 398,251.33 feet. U.S.G,S. PRIM. TRAV. STA. N0.2 PENNA.,1908 (Irwin Township, Venango County,Pa.Geod.S.,1939)—:Looated 4 miles E of Mlllbrook, on the S edge of Millbrook-Kennerdell road, opposite junction with T-road N, 1.5 miles SE of Kilgore, 500 feet E of a T-road leading S. Station is marked with an iron post, stamped "PRIM, TRAV. STA. N0.2, PENNA., 1908.” Plane coordlnates (Pa. N Zone): x « 1,383,806,94 feet; y « 402,851.36 feet. X 1 (Irwin Township,Venango County,Pa.Geod,S,,1938)—Station is reached from Mlllbrook by going E on township road for 3,3 miles to the Mercer-Venango County line and the residences of Will Jack and Howard Gadsby, thence left (N) on farm road just W of the Gadsby residence to summit of hill in Gadsby*s field. Sta¬ tion is looated at the southern border of a small swampy spot, 6 1/2. feet N of center of drainage ditch, 71 feet W of center of large stone pile, and 155 feet NW of a lone apple tree which grows on the highest part of the hill. Station is marked with a Pa. Coordinate System disk, stamped "X 1, 1938", set in top of a 6- by 6- by 30-inoh concrete monu¬ ment which projects 6 inches above the surface, OBJECT DISTANCE DIRECTION JACK feet CPOO'OO’jO Stone Pile 71 162 Apple tree 135 204 E Chimney of Gadsby*s house 1/4- mile 253 50 U.S.G.S. Prim, Trav, Sta. 1908 No.2 2583.56 I85 15 15.4 Plane coordlnates (Pa. N Zone): x » 1,381,4-79.4-7 feet; y * 4-03#972.82 feet. Mercer-Venango County Line B 3 (Irwin Township,Venango County,Pa.Geod.S,,1938)—Station is reached from Mlllbrook by going E on township road for 3*5 miles to the Mercer-Venango County line and the residence of Howard Gadsby, thence left (N) on farm road just W of the Gadsby resi¬ dence to summit of hill in Gadsby*s field. Station is located in the fence line separating the property of Gadsby and Mrs. Fulmer, and approximately J00 feet E of the property corners of Will Jack, Mrs. Fulmer and Gadsby. Station is marked with a Pa. Coordinate System disk, stamped "B 3* 1958w* set in top of a 6- by 6- by 30-inch concrete monu¬ ment which projects 6 inches above the ground. Plane coordlnates (Pa. N Zone): x « 1,381,809.64 feet; y - I4.QL4.,88l.1].0 feet. Kenneth Long H. Gadsby A 3 (Irwin Township,Venango County,Pa.Geod,S,,1938)—Station is reached from Mlllbrook by going E on township road for 3.3 miles to the Mercer-Vanango County JLine and the residence of Howard Gadsby, thence left (N) on farm road just W of the Gadsby residence to summit of hill in Gadsby*s field. Station is located in the woods on property belonging to Mrs, Fulmer about 400 feet N of Gadsby*s N property line, and approximately 500 feet NW of Gadsby*s and Mrs. Fulmer's property corners. Station is marked with a Pa. Coordinate System disk, stamped 3, 1958”, set in top of a 6- by 6- by 30-inch concrete monu¬ ment which projects 6 inches above the ground. Witness mark No.l is a 20-penny nail in triangular blaze bn 6-inoh maple tree. Wit¬ ness mark No.2 is a shingle nail in triangular blaze on 5-inch maple tree. OBJECT DISTANCE DIRECTION B 3 feet 0°00'00,j0 w.m.no.i 15.46 144 45 w.m.no.2 15.15 254 46 Plane coordlnates (Pa. N Zone): x = 1,381,981.14 feet; y = 405,313.86 feet. H J| Mrs. Fulmer Q ,x Kenneth Long S" rietple h. Gedsby Z 2 (Irwin Township,Venango County,Pa.Geod,S.,1938)—Station is reached from the junction of State Route 78 and Route 4505° by going E on the latter for 4 miles to the village of Kilgore. Station is located in the woods on the property belonging to Mrs. Fulmer approximately 1300 feet S of the road from a point 500 feet E of the county line mark. The station, near the Mercer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "Z 2, 1938 , set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inches above the ground. Witness mark is a nail in a triangular blaze on 18-inch oak tree. OBJECT DISTANCE DIRECTION Y 2 feet 0°00*00,.,0 Witness Mark 10.9 223 Plane coordlnates (Pa. N Zone): x « 1,381,890.92 feet; y - 405,912.79 feet. ««#**«« Y 2 (Irwin Township,Venango County,Pa.Geod.S.,1938)—Station is reached from the junction of State Route 78 and Route 43030 by going E on the latter for 4 miles to the village of Kilgore. Station is located about 550 feet S 30° E of the junction of Routes 43030 and 43055 just E of the eastern boundary of cemetery. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped ttY 2, 1938, set in top of a 6- by 6- by 30-inch concrete monument which projects 6 Inches above the ground. Plane coordlnates (Pa. N Zone): x « 1,381,763.15 feet; y â–  406,697.33 feet. •(Continued on p. 15) T 97-34 15 Lina No.l Continued Y 2 (Continued) X 2 (Irvin Township.Venango County,Pa.Geod.S,,1938)—Station is re&ehed from tha Junction of State Route 78 and Route 1*3 03Q by going E on the latter for 1* miles to the village of Kilgore* Sta¬ tion is leoated N of the Junction of roads, 383.6 feet N of the H right-of-way fence, 2 feet E of center line of N-3 fence on the property of J.D. Baker. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "X 2, 1938", set in top of a o— by 6- by 30-inch concrete monument which projects 6 inches above the ground. Reference mark No.l is a 5/8-inoh drill hole in a reddish color field stone projecting 1 inch above tha surface. Reference mark Ho.2 is a 5/8-inoh drill hole in field stone which is on the summit of a knoll E of the station. OBJECT DISTANCE DIRECTION Y 2 R.M.No.l R.M.No.2 Plane coordinates * 14.07,581.37 feet. (Pa. feet 1)-0.51 66.33 % H Zone)t 0®00»0020 198 5 0 271 51* t 1,381,14.89.1*14. feet) J, 8, Baker Kenneth Long W 2 (Irwin Township,Venango County,Pa.Good.S,,1938)—Station is reached from the Junction of State Route 78 and Route I4.303O by going E on the latter for i*, miles to the village of Kilgore, thence straight ahead on township road due E to crossroads, thence left (N) 0.7 mile to residence of C.L. Ammon. Station is loeated in the property line fence of C.L. Ammon and Robert Kilgore, approximately 1,100 feet W of road, and 731 feet E of a T-inter- section of fences of the same fence line. The station, near the Mercer-Venango County lino* is marked with a Pa. Coordinate System disk, stamped "W 2, 1938", set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inches, Reference mark No.l is a 5/8-inoh drill hole 1 inch deep, In a 2- by 2-foot field stone projecting 5 inches. Reference mark No,2 is a 5/8-lnoh drill hole 1 inch deep, in a 3- by l*-foot field stone projecting 1 foot. OBJECT DISTANCE X 2 feet R.M.No.l 73*85 R.M.No.2 7O.I8 N gable of R. Kilgore residence Plane coordinates (Pa. N Zone): y = 1*11,501*.05 feet. DIRECTION 0°00*0020 351* 1*3 30.0 59 26 30.0 i , , 238 55 x * 1,381,991*.62 feet) V 2 (Mineral Township,Venango County,Pa.Geod.S.,1938)—Sta¬ tion is reached from Henderson by going S on Route 1*3055 fox* 0,8 mile to a cross road, thence left (E) on township road and go E and SE 1.8 miles to the Mercer-Venango County line. Station is loeated N of here 800 feet in property line fence between proper- ties of Lewis B. Hart and W.W. Brakeman, 108 l/2 feet E from property comer of Hart and McClung, and 2 1/2 feet N of center line of fence. Station is marked with a Pa. Coordinate System disk, stamped "V 2, 1938”, set in top of a 6- by 6- by 30-inch concrete monu¬ ment which projects 6 inches above the ground. Reference mark No.l is 5/8-inch drill hole in field stone. Reference mark No.2 is 5/8-inch drill hole in a 1*- by 5-foot field stone projecting 3 feet. OBJECT U 2 R.M.No.l R.M.No.2 NE Cor, of L.B* Hart*s res. Plan® coordinate® (Pa. N Zone) y * 1*15,210,85 feet. ,1< DIRECTION 0° 00* 00"Q Jk3 4k 85 51 lko : 1,582,055.95 feetj ty.W. brake Chas. M. h5rt H * £ U 2 (Worth Township,Pa,Geod.S,,1938)—Station is reached- from Henderson by going S on Route 1*5055 f°x* 0*8 mile to a cross road, thence left (E) on township road and go E and SE 1,8 miles to the Mercer-Venango County line. Station is N of here approxi¬ mately 2,b00 feet and Is loeated 18 feet W of an old dilapidated rail fence line on property belonging to Charles Hart, and 121 feet N of the property line of W.W. Brakeman. Station is marked with a Pa, Coordinate System disk, stamped MU 2, 1938H, oemented in drill hole in a 1*- by l*-foot field stone projecting 1 foot. Reference mark No.l is 5/8-inch drill hole In large field stone. Reference mark No,2 is 5/8-inch drill hole In a 5- by 5-foot field stone projeoting 2 feet. OBJECT DISTANCE DIRECTION T 2 feet (FOG’OQSO R.M.No.l 37.1*1 88 02 R.M.No.2 72.10 . 20L* 09 Plane coordinates (Pa, N Zone)t*x ** 1,381,666,67 feet; y * 1*16,590.56 feet. H 3. D)\:A j ! j *O/c/ i x * “I ? a ft. M. I 1* , A K1 CM. Hart V. W. 31 d kc. m at? J.A Ok A d tate Oz me ftefuge. T 2 (Mineral Township,Venango County,Pa.Geod.S,,1958)--Sta- tion is reached from Henderson by going E on State Route 965 fox* 2.7 miles, thenoe right due S 2 miles, thence right (W) 0.25 mile to the residence of J.A, Dick. Station Is loeated in the N fence line of an old lane which Is also the S fence of a hog lot belong¬ ing to J.A. Dick, 191 feet E of the NW corner of state game refuge land, and the NE corner of land belonging to Charles M. Hart, The station, near the Mercer-Venango County line. Is marked with a Pa, Coordinate System disk, stamped WT 2, 1938% set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inches above the ground. Plane coordinates (Pa, N Zone): x ** 1,382,325,05 feet) y - 417,247.57 foot. JHHHHHfr# S 2 E BASE (Worth Township,Pa.Oeod.S,,1938)—Station is reached from Henderson by going E on State Route 965 for 1,9 miles, thenoe right into driveway leading to residence of Anton® Glaas. Station Is loeated on the summit of ridge SE of Mr, Glaas* resi¬ dence and 225 feet NW of his E property line, measured along summit of ridge. The station, near the Mercer-Venango County line, is marked with a Pa, Coordinate System disk, stamped US 2 E BASE, 1938", set in top of a 6- by 6- by 30-inch concrete monument which is 1 foot below the surface. Plane coordinates (Pa, N Zone): x * 1,381,971*,32 feet) y s 1*23,061.27 feet. S 2 W BASE (Worth Township,Pa.Geod.S.,1938)—Station is reached from Henderson by going E on State Route 9«5 ?or 1*9 miles, thenoe right into driveway leading to residence of Antone Glaas, Station is in a hedge line on property of Mr, Glaas, l*5l*.9 SE of the NW comer of his property. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "S 2 W BASE, 1938”, set in top of a 6- by 6- by 30-inoh concrete monument which projects 6 Inches. Reference mark No.l is a 5/3-iuuh drill hole in field stone (Continued on p. l6) T 97-35 16 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No.l Continued S 2 W BASE (Continued) looated on the W edge of stone pile* Reference mark No.2 is 5/8-ineh drill hole, 1/2 inch deep, in field stone NE of station. Reference mark No.3 is 5/3-inch drill hole, 1/2 inch deep, in a partially buried field stone, and is looated in the NW comer of the 100 acre tract owned by Antone Glaas and adjoining the prop- erty of George McClelland. I^ projects 4 inohes. OBJECT S 2 E BASE R.M.No.l R.M.No.2 R.M.No.3 DISTANCE feet 24.55 80.73 454.90 Plane ooordinates (Pa. N Zone): 424,195.30 feet. DIRECTION 0° 00*0020 13 ll 277 59 206 4-9 « 1,380,130.00 feet; S 2 (Worth Township,Pa.Geod.S,,1938)—Station is reached from Henderson by going E on State Route 9&5 for 1*9 miles, thence right into driveway leading to residence of Antone Glaas. Station is looated on the summit of ridge SE of Mr. Glaas* residence and 459 feet NW of his E property line, measured along summit of ridge. Station is 1,413.15 feet S of the comer stone marking property boundaries of Glaas, McKinley and McClelland. The station, near the Meroer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "S 2, 1938", set in "top of a 6- by 6- by 30-inch concrete monument which is 1 foot below the surface. Plane ooordinates (Pa. N Zone): x « 1,381,774.83 feet; y * 423,185.11 feet. R 2 (Worth Township,Pa.Geod.S.,1938)—Station is reached from Henderson by going NE on State Route 9°5 for 1*9 miles, which point is about 100 yards beyond the residence of George McClelland. Station is near fence line S of this point 75® feet and is looated in the property line between the properties of George McClelland and Elmer McKinley, and 200.75 feet N of a stone marking the comer between the above properties and those of Antone Glaas. This stone is 10 by 10 inches, projeots 0.3 foot, and has a cross on top. The station, near the Mereer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "R 2, 1938", set iii top of a 6- by 6- by 30-inch concrete monument which projects 0.8 foot above the surface. DISTANCE DIRECTION feet 0° 00* 0020 OBJECT MCCLELLAND AZ, MK. McClelland, Glaas and McKinley Cor. stone, properties 200.75 Plane ooordinates (Pa. N Zone): x * 424,809.13 feet. . t <5 180 00 00.0 1.381,7l|-5.36 feet, George WCIellan Ulmer McHinty r ^ti SU jviafc*- 4,0' /Inton [ey. $/(}<}& ###*#** Meroer-Venango County Line MCCLELLAND AZIMUTH MARK (Worth Township,Pa.Geod.S.,1937)— Station is reached from Henderson by going NE on State Route 965 for 1.9 miles to the Meroer-Venango County line, at a point 100 yards ‘NE of the residence of George McClelland. Azimuth mark is on the S bank of roadway, 30 feet S of center line of pavement, 0,4 foot W of the fence line dividing the properties of George McClelland and Elmer McKinley. Station is marked with a standard Pa. Coordinate System bronze tablet, cemented in an irregular 0.9- by 1-foot sandstone monument which projeots 1.2 feet. This mark was originally set at the intersection of a ohiseled cross, this stone evidently having been established as a point on this property line. Plane cobrdinates (Pa. N Zone): x ** 1,381,738.60 feet; y « 425,529.40 feet. â– JHHHHHHfr Q 2 (Mineral Township,Venango County,Pa.Geod.S.,1938)—1To reach station from Sandy Lake go E on U.S. Route 62 for about 3.5 miles to Booher’s Corners, thence right (S) on Route 43°57 for about 1 1/2 miles which distance will cross Sandy Creek and reach summit of hill on S side, at which point turn left (E) on the first lane and go approximately 1/2 mile to the end of the road at an oil well. Station is SE of here about 1/4 mile in an open spot in a brushy field owned by Wash Doyle. The station, near the Meroer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "Q 2, 1938 , set in top of a 6- by 6- by 30-inch concrete monument which projects l/2 foot. Witness mark is a 2 l/2-foot oak tree which stands In the remains of an old rail fence which is generally oonoeded to be the counoy line in this region. OBJECT DISTANCE DIRECTION W BASE feet 0°00*0020 2 1/2 foot oak tree 234.5 254 10 Plane ooordinates (Pa, N Zone): x * 1,382,352.12 feet; y «* 430,6o4.62 feet. P 2 E BASE (Mineral Township,Venango County,Pa.Geod.S,,1938)— Station is reached from Raymilton by going SW and W on township road to summit of first ridge N of Sandy Creek, thence right at first house on the right-hand side of road. Station is on summit of ridge among some oil wells. The station, near the Meroer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "P 2 E BASE, 1938", set in top of a 6- by 6- by 30-inch concrete monument which Is flush with the ground. OBJECT P 2 W BASE Oil Well No.6 Plunger Oil Well No,9 Plunger Oil Well No.10 Plunger Plane ooordinates (Pa, y « 433,705.11 feet. DISTANCE feet 118.4 225.4 194.0 N Zone): x « DIRECTION 0° 00* 0020 95 ll 203 42 293 23 1,385,795.29 feet; P 2 W BASE (Mineral Township,Venango County,Pa.Geod.S.,1938)— Station Is reached from Raymilton by going SW and W on township road along the N rim of Sandy Creek for 1.2 miles, thence right (N) on road leading to the residence of Carl Reagle. Station is looated In the orchard NW of Carl Reagle*s residence, 27.4 feet S of the wire fence separating the orchard from the field to the N, and 395 feet E of a fence which is generally oonoeded to be the county line. The station, near the Meroer-Venango County line, is marked with a Pa, Coordinate System disk, stamped "P 2 W BASE, 1938", set in top of a 6- by 6- by 30-inch concrete monument which Is 6 inohes below the surface. Reference mark No.l is a 6- by 6- by 30-Inch concrete post projeoting 6 inches above the surface and is in the fence line NW of the station. Reference mark No.2 is a 6- by 6- by 30-inch concrete post projeoting 6 inches above the surface and Is In the fence line NE of the station. OBJECT P 2 E BASE R.M.No.l R.M.No.2 SW Cor. of Reagle*s res. Plane ooordinates (Pa. N Zone): x *â–  1,382,526,27 feet; y * 434,717.54 feet. DISTANCE feet 7§.49 98.93 DIRECTION o° 00* oo2o 181 52 325 48 40 4o N 2 (Mineral Township,Venango County,Pa.Geod.S.,1938)—Sta¬ tion is reached from Sandy Lake by going E on U.S. Route 62 for 4.0 miles to the Meroer-Venango County line. Station is looated about 700 feet SE of this point on summit of hill, and near an old shed. Station is marked with a Pa. Coordinate System disk, stamped nN 2, 1938”, set In top of a 6- by 6- by 30-inch concrete monu¬ ment which projeots 6 inches. OBJECT M 2 Co. Line Marker Cor. Post of fence SE Cor. of Shed y DISTANCE DIRECTION feet 0° 00* 0020 701 335 03 18 36 107.3 n 8 40 Plane ooordinates (Pa. N Zone): x * 1,382,335.37 feet; 438,610.11 feet. 17 Line No.l Continued M 2 (Mineral Township,Venango County,Pa,Geod,S,.1938)—Station is reached from Sandy Lake by going E on U.S. Route 62 for 1+.0 miles to the Mercer-Venango County line as designated by a large white marker, turn left (N) on farm road and go 1/1+ mile to a point Just W of station. Station is due E of here 257 feet in a field,at southern edge of a large rock pile owned by David MoCalmont; stone pile is 897 feet SEof the KW corner of the same field. Station is marked with a standard Pa, Coordinate System bronze tablet, stamped BM 2, 1938'*, cement ed and countersunk in a 3- by 3-foot field stone which projects 1 fbot. Reference mark No.l is a drill hole in field stone at the S edge of same stone pile. Reference mark No.2 is a drill hole in an embedded field stone in the field S of station. OBJECT DISTANCE L 2 R.M.Ko.l R.M.No,2 Plan® coordinates « l&O,28^.37 feet. (Pa, DIRECTION feet 0°00*OO§0 16.27 100 10 ltf.00 t 314 21 N Zone)* x * 1,382,21+1.53 feet; L 2 (Sandy Lake Township,Pa.G®od.S.,1938)—Station is reached from Sandy Lake by going E on U.S, Route 62 for 3 milea to Booher*s comer a, turn left (N) on Route i+3057 and go 0.7 mile to cross road, turn right (E) and go 1 mile to the Mercer-Venango County line, which point is SW of the Aley residence. Station is N of this point 1+52 feet and 1+1+.1+ feet W of the property line fence of Graver Glenn and Aley. Station is marked with a Pa, Coordinate System disk, stamped ”L 2, 1938”* set in top of a 6- by 6- by 30-inch concrete monu¬ ment which is flush with the ground - Plane coordinates (Pa, N Zone)i x - 1,382,306.68 feet; y * 143*71+9 «52 feet. K 2 (Sandy Lake Township,Pa,Geod.S.,1938)—Station is reached from Sandy Lake by going E on U.S, Route 62 for 3 miles to Booher's corners, turn left (N) on Route I+3057 and go 0.7 mile to oross road, turn right (E) and go 1 mile to the Mercer-Venango County line, which is SW of the Aley residence. Station is looated EE of this point approximately 900 feet and in a fence line between the cultivated field and a pasture owned by Mp. Aley, and 500 feet SE of the property corner of Mr, Aley and Arthur Adams, l+L+3 feet due E from the property line of Grover Glenn. Station is marked with a Pa. Coordinate System disk, stamped ’K 2, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inehes. OBJECT J 2 W. Gable of Aley1 s Bam W, Gable of Aley’s Shed Plane coordinates (Fa. N Zone)t x y » 144*020,62 feet. DIRECTION 0s* 00 >0020 106 12 152 08 1*382,793.31+ f®*t| J 2 (Sandy Lake Township,Pa,Good,S,,1938)—Station is reached from Sandy Lake by going E on U.S, Route 62 for 3 miles, thence left (N) on Route I+3057 for 1.7 miles, thence right (E) on town¬ ship road for 1 mile to the Mercer-Venango County line, which is the property line between Arthur Adams and Charles Greenlee. Station is looated in the SE comer of field belonging to Arthur Adams, 1.6 feet W of the N-S fence and about 27 feet N from center line of road. Station is marked with a Fa. Coordinate System disk, stamped ^J 2, 1938”, set in top of a 6- by 6- by 3°-in©b. concrete monu¬ ment which projects 0.7 foot. OBJECT DIRECTION K 2 0*00*0020 Fence Cor, 35I+ 16 Chimney, N Cor, of Greenlee*s house 26i+ 32 Plane coordinates (Pa, N Zone)i x * 1,582,500.68 feet; y « 146,317.1+0 foot. M.C.S.L. (French Creek Township,Venango County,Pa.Geod.S., 1938)—Station is reached from Sandy Lake by going E on U.S, Route 62 for 3 miles, thence left (N)*on Route i+3057 for 1.7 miles,thenoe right (E) on township road for 1 mile to the Mercer- Venango County line, which is the property line between Arthur Adams and Charles Greenlee. Station is looated due N of this point about 1,000 feet and is in the NE comer of a 1-aore tract, which was sold by Arthur Adams to Charles Greenlee out of the NE comer of his holdings. Station is marked with a Fa. Coordinate System disk, stamped "M.C.S.L., 1938”, set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inehes. Notet This is a trial comer for the township line between Mill Creek and Sandy Lake Townships, true comer on oorreoted line to be set at some future date. , Plane coordinates (Pa. N Zone)! x * 1,382,569.08 feet; y a 147*388.17 feet. MILL CREEK A JMill Creek Township,Pa.Geod,S.,1938)—For de¬ scription of this station refer to description M.C.S.L, This station, near the Mercer-Venango County line, is 212.18 feet NW of M.C.S.L, and is marked with a 6- by 6- by 3 0-in oh concrete monument with nail in center and marked "MILL CREEK A, 1958." .Plane coordinates (Pa. N Zone)* x - 1,502,149.30 feet; y * 147*563.30 feet. 1 MlLLCREf,K‘A* I Mill Creek 1 Like bandy i N.C5.L, T*p- Co* U-,* fl- fldama Chas. Grcenle* H 2 (Mill Creek Township,Pa.Geod.S.,1938)—Station is reached from Sandy Lake by going N on U.S, Route 78 for 1.1 miles, thence right (E) on Route 4.3072 for 2.6 miles to the Glenn school, thence right (S) on Route I+3057 for 0.2 mile, thenoe turn left on dirt road leading to the Clayton residence for 0.1+ mile to an old lane, turn right and follow lane until road is obstruoted, thenoe left SE on farm road to summit of hill which is as far as car can be driven. Station is NE of here, or 79I+.87 feet from tri angulation station MILL CREEK, and is looated in an old E and W hedge line on the S side of a cultivated field, on land owned by C.A. Graham. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System bronze disk, stamped "H 2, 1938"j oemented in drill hole in large field stone. Plane coordinates (Pa, N Zone)! x « 1,582,221+.1+7 feet; y * 149*095.31 Creek Township,Pa.Geod.S,,1538)—Station is reached by going N on U.S, Route 78 for 1.1 miles, thenoe ute i+3072 for 3.6 miles to the Mercer-Venango G 2 (Mill Creek 1 from Sandy Lake by right (E) on Route . County line, thence turn right (S) and.go 0.5 mile to residence of C.A. Graham. Station is looated N of Graham*s house and In the SE comer of H. Dean's property, 2.6 feet N of the fence line between pr opart i* s of C. Graham and E.G. Dean, and 18 feet W of comer post. Station is marked with a Pa. Coordinate System disk, stamped "G 2, 1938”, set in top of. a 6- by 6- by 50-ineh concrete monu¬ ment which projects 0.3 foot. OBJECT DISTANCE DIRECTION F 2 feet 0°00'0020 Fence Corner 18 101 1+0 W. Gable of Church 122 50 Chimney, Graham* s Residence 175 13 Plane coordinates (Pa. N Zone); x - 1.382,1+83.31+ feet; y â–  1+50,862.68 feet. F 2 (Mill Creek Township,Pa.Geod.S.,1358)—Station is reached from Sandy Lake by going N on U.S. Route 78 for 1.1 miles, thenoe right (E) on Route u.5072 for 3.6 miles to the Mercer-Venango County line, turn right (S) and go 0.1 mile. Station is looated en the right or W side of road at the summit of rise reached after cross¬ ing the run and about 200 yards N ef the residence of E. Dean, 2l+ feet W ef center line of traveled roadway, 1+8.6 feet W of the fence line on thp E side of read. Station is marked with a Pa. Coordinate System disk, stamped *P 2, 1938w, set in top ©f a 6- by 6- by 50-inch concrete monu¬ ment which projects 0.5 foot. Witness mark is a 1+0-penny nail In a tree S of the station. OBJECT DISTANCE DIRECTION E 2 feet 0*00*0020 Witness Mark 87 158 18 Plane eoordinates (Pa. N Zone)! x - 1,382,500.11 feet; y - 1+52,608.77 *®«t. (Continued on p. 18) T 98-1 A-1211-2 18 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No.l Continued F 2 (Continued) E 2 (M^ll Creek Township,Pa.Geod.S•,1938)—No description, station h^s been destroyed hy road consti*uction. Plane coordinates (Pa, N Zone): x « 1,382,7142,97 feetj y = 14-53,l|-61**75\feet.. D 2 (French'Creek Township,Venango County,Pa.Geod,S.,1938}—. Station is reached^ from New Lebanon by going. E on State Route 285 for lj.,1 miles to T-road S at the residence of Mrs, J,C. Haylett, thence S 91)4. feet to station site, which is on the right or W side of road approximately 20 feet from center line. The station, nep.r the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "D 2, 1938 , set in top of a 6- by 6- by 30-inch concrete monument which projects 6 inches, OBJECT DISTANCE C 2 feet MILL CREEK AZ. MK. 814.3,35 Plane coordinates (Pa, N Zone): F « 14-57• 578.85 feet. MILL CREEK AZIMUTH MARK (French Creek Township,Venango County, Pa,Geod,S,,1938)—Station is reached from New Lebanon by going E on State Route 285 for I4..I miles to T-road S at the residence of Mrs, J,C, Haylett, thence S 180 feet, mark is on W side of road 18 feet from center line. The station, near the Mercer-Venango County line, is marked with a standard Pa, Coordinate System bronze tablet, stamped "MILL CREEK AZIMUTH, 1937"> cemented and countersunk in top of a 0,9- by 1- by 2 1/2-foot dressed sandstone block which projects 0,14- foot. Plane coordinates (Pa, N Zone): x « 1,383,033,75 feet; y = 14.58,1420.36 feet. DIRECTION o° 00»0020 16 59 2I4..2 x « 1,382,978.00 feet; C 2 (Mill Creek Township,Pa.Geod.S,,1938 )—Station is reached from New Lebanon by going E on State Route 285 for l4-,l miles to T-road S at the residence of Mrs. J.C. Haylett. Station is lo- cated near the SE comer of a large field W of the Haylett resi¬ dence, I4.76.7 feet from the SE comer of field, 776 feet from the SW comer, and 877.6 feet from the NW corner. The station, near the Mercer-Venango County line, is marked with a Pa. Coordinate System disk, stamped "C 2, 1938 , set in top of a 6- by 6- by 30-inch concrete monument which is flush with surface. DISTANCE DIRECTION feet 0°00'00';0 14-76.7 176 05 776 , 236 56 877.6% n , 330 30 N Zone): x ** 1,382,607.90 feetj OBJECT B 2 SE Cor, Field SW Cor. Field NW Cor. Field Plane coordinates (Pa, = 14.59,156.76 feet. B 2 (French Creek Township,Venango County,Pa.Geod.S.,1938)— Station is reached from New Lebanon by going E on State Route 285 for 3.1 miles, thence take left fork NE and go 1.1 miles to the Mercer-Venango County line. Station is N of here approximately 2,500 feet, on the summit of a hill on property owned by George Snyder, and 523 feet N of property corner of lands owned by Jerry Cutshalls, Fo McClellan, and George Snyder. Mercer-Venango County Line Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "B 2, 1938", cemented in drill hole in a buried field stone 0.8 foot below the surface. Reference mark No.l is a drill hole in a 2 l/2- by 2 l/2-foot field stone, projecting 1 foot. Reference mark No.2 is a drill hole in a 3- by 3-f°ot field stone, projecting 1 foot. OBJECT A 2 R.M,No.l R.M.No.2 Large Dead Tree Fence Comer Plane coordinates (Pa = I4-6I4-,I4.98 .68 feet. Zone): 183,107.71 feetj DIRECTION o°oo»ooi;o 350 32 35 68 10 00.0 37 197 52 5nyder J. Cut c hut I A 2 (French Creek Township,Venango County,Pa.Geod.S,, 1938 ) — Station is reached from New Lebanon via Routes k^>Qlb and 43°87 E for I4..5 miles to the Meroer-Venango County line. Station is on the N bank of roadway 22 l/2 feet N of the center line, 35 feet NE of center line of the road opposite highway station 35/62. Station is on land owned by Frederick A. Cousins. Station is marked with a Pa. Coordinate System disk, stamped "A 2, 1938", set in top of a 6- by 6- by 3°-inch concrete monu¬ ment which is 0.8 foot below the surface. OBJECT DISTANCE DIRECTION Z 1 feet 0°00*00,;0 C.L. of Road at Sta, 35/62 35 226 05 Tel. Pole 0/00 36.8 160 38 Plane coordinates (Pa. N Zone): x = 1,383,117.05 feetj y = Ij-69,l4l4_3.l8 feet. /T/9. Cousins f\ A Cousins A 2 W BASE (French Creek Township,Pa,Geod.S.,1938)—Station is reached from New Lebanon via Routes [4.30711. and [4.3007 E for ^.li- miles to the station site near the Mercer-Venango County line. Station is N of here in fence line between properties of Fred A. Cousins and Charles B, Irwin, 603 feet S of a comer at which a fence makes a jog to the E. Station is marked with a Pa. Coordinate System disk, stamped "A 2 W BASE, 1938", Bet in top of a 6- by 6- by 30-inch concrete monument which projects 6 inches. Plane coordinates (Pa, N Zone): x = 1,381,686.91 feetj y = 14.69,14.90,88 feet. â– JHBBHHH* A 2 E BASE (French Creek Township,Venango County,Pa.Geod.S., 1938)— Station is reached from New Lebanon via Routes L(-307U- and [4.3087 E for I4..5 miles to the Mercer-Venango County line, thence straight ahead for 8ll feet. Station is S of center line of road 69.2 feet and 97*35 feet from the NW comer of a stone foundation of bam on land owned by Frederick A. Cousins, Station is marked with a standard Pa, Coordinate System bronze tablet, stamped "A 2 E BASE, 1938", countersunk and cemented in a large field stone. Plane coordinates (Pa, N Zone): x = 1,383>927*^4-2 feetj y = 14.69,399.42 feet. Z 1 (French Creek Township,Pa,Geod.S,,1938[—Station is reached from New Lebanon via Routes I4.307I4. and I4.3087 E for [4.,5 miles to the Mercer-Venango County line. Station is N of here approximately 1,000 feet in a pasture on land owned by Frederick A, Cousins, 13.6 feet N of center line of fence, and 9 feet from a large oak tree. Station is marked with a standard Pa. Coordinate System bronze tablet, cemented In drill hole in a 3- by 1.3 foot field stone, projecting 0.3 foot. (Continued on p, 19) T 98-2 Line No»l Continued Z 1 (Continued) Reference mark is a drill hole in a field stone. Witness mark is a nail in the center of a triangular blase on a large oak tree. OBJECT DISTANCE DIRECTION Y 1 feet 0°00»00,.’0 R.M. 70.8 10 30 Witness Mark 9*0 193 Plan® coordinate s (Pa. N Zone): x » 1,583,114.3,67 feet) 7 * 14.70,388 A f«et. Y 1 (French Creek Township,Pa.Qeod.S.,1938)—Station is reaoh- ed from New Lebanon by going E on Route U-3°7m- for l<-*7 miles to the Blair sohoolhouse, thence turn right (E) and go 0.3 mile, thence on right fork 0.3 mile to the Meroer-Venango County line at the residence of Charles B. Irwin. Station is S of here approximately 1100 feet, on the property owned by Charles B. Irwin, 185 feet W of the county line fence, and at the southern edge of a small swamp. Station is marked with a Pa. Coordinate System disk, stamped ttY 1, 195811, set in top of a 6- by 6- by 30-inoh concrete monu¬ ment which projeots 1/2 foot. Plane coordinates (Pa. N Zone)t x * 1,385,088.16 feet) y - 1*71,976.82 feet. 20 U8ITED STATES COAST ADD GEODETIC SURVEY AMD STATE SURVEY Second-order Traverse Plane coordinates (Pa. N Zone): x = 1,359,155.40 feet; y = 361,738.79 feet. Line No. 2 A Williamson. 1957' to Grove City \ V-9 (Liberty Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 2.9 miles, thence left, E, on (Route 43020 Leg.)- Traffic Route 187, for 0.4 mile to the station site. Station is on the N side of road, 16 feet from approximate center line, 4.5 feet SW of highway station l/72, directly across the road from a property corner of land belonging to H.W. Williamson and station is on land owned by the A.L Barn’s Meadow View Farm. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V 9, 1939", set in top of 6- by 6- by 30-inch concrete monument, projecting 4 inches. Plane coordinates (Pa. N Zone): x = 1,365,509.74 feet; y = 356,067.02 feet. WILLIAMSON AZIMUTH MARK (1937) (Liberty Township,Pa.Geod.S., 1939)--Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 2.9 miles to its junction with Route 187 at the residence of J.A. Walker. Station is marked with a standard Pa. Coordinate System bronze tablet azimuth mark, countersunk and cemented in the cul¬ vert abutment at the NW corner of the intersection and at the SE corner of Walker*s front yard. For additional data see descrip¬ tion of triangulation station WILLIAMSON, Pa. Coordinate System, 1937. Plane coordinates (Pa. N Zone): x = 1,363,288.40 feet: y a 355,537.42 feet. W-9 (Liberty Township,Pa.Geod.S., 1939)—Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 2.6 miles to the station site. Station is on the E side of highway, 2.8 feet SW of the NW corner of the I.H. McKee property. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W-9, 1939*', set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): z = 1,362,340.37 feet; y « 356,707.45 feet. C-10 (Pine Township,Pa.Geod.S.,1939)—Station is reached from the intersection of State Highways 58 and 78 in Grove City by going S on Highway 78 for 1.1 miles to the station site which is on the E side of the highway, 27.40 feet NW of telephone pole 1015 and on the property of J.R. King. Station is marked with a Pa. Coordinate System bronze tablet, stamped "C-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 inches. OBJECT DIRECTION B-10 0° 00' OO'iO Grove City Municipal Water Tank (finial) 208 57 40.0 Plane coordinates (Pa. N Zone): x = 1,358,581.54.feet; y a 363,176.37 feet. D-10 (Pine Township,Pa.Geod.S.,1939)—Station is reached from the intersection of State Highways 58 and 78 in Grove City by going S on Highway 78 for 0.8 mile to the station site which is on the W side of the highway, 63.50 feet N of the NE corner of the J.D. Fielding residence and 2.4 feet NE of a telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D-10, 1939", set in a 6- by 6- by 30-inch concrete monu¬ ment, which protrudes 3 inches. OBJECT DIRECTION C-10 o°oo«oo,io Grove City Municipal Water Tank (finial) 223 34 50 Plane coordinates (Pa. N Zone): x = 1,357,940.19 feet; y a 364,602.38 feet. E-10 (Pine Township,Pa.Geod.S.,1939)—Station is reached from the intersection of State Highways 58 and 78 in Grove City by going S on Highway 78 for 0.5 mile to the station site which is on the E side of the highway, 78 feet E of the Grove City Florist Establishment and 5 feet S of telephone pole 1042. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E-10, 1939", set in a 6- by 6- by 30-inch concrete monu¬ ment, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x ^ 1,357,814.50 feet; y = 366,343.22 feet. X-9 (Liberty Township,Pa.Good.S., 1939)— Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 2.5 miles to the station site, which is on the W side of the highway, 53.27 feet N of the NE corner of Hosack's barn and 2.2 feet SE of a power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "X-9, 1939", set in top of a 6- by 6- by 30-inch concrete monumentwhich protrudes 4 inches. OBJECT DIRECTION W-9 0°00«00'i0 Grove City Municipal Water Tank (finial) 219 28 40 Plane coordinates (Pa. N Zone): x = 1,361,760.58 feet; y = 357,167.80 feet. Y-9 (Liberty Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Highways 58 and.78 in Grove City by going S on Highway 78 for 2.2 miles to the station site, which is on the W side of the highway, 3.3 feet N of a telephone pole and at the edge of property owned by Hosack. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Y-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. OBJECT DIRECTION X-9 0°00*00*i0 Grove City Municipal Water Tank (finial) 215 56 10 Plane coordinates (Pa. N Zone): x = 1,360,756.59 feet; y = 358,214.13 feet. â– JHHHHKW* Z-9 (Liberty Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 1.9 miles to the station site which is on the W side of the highway, 45 feet N of the center line of Township Road 854, 30.40 feet W of the center line of pavement of Highway 78. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x = 1,359,892.20 feet; y = 359,620.29 feet. A-10 (Pine Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Highways 58 and 78 in Grove City by going S on Highway 78 for 1.7 miles to the station site which is on the E side of the highway, across the road and 45 paces N from the residence of E.G. Hosack, 21*3 feet SW of pole No. 991 E 62. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,359,757.92 feet; y = 360,647.03 feet. •JHHHH'r** B-10 (Pine Township,Pa.Geod.S., 1939)—Station is reached from the intersection of State Highways 58 and 78 in Grove City by going S on Highway 78 for 1.5 miles to the station site which is on the W side of the highway, 46 feet N of the N edge of J.S. McCutcheon residence and 7.75 feet S of an 18-inch maple tree which is on the W side of highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above surface. T 98-4 21 UNITED STATED COAST AND GEODETIC SUR7EY AND STATE 8TMYEJ Seoond-order Traversa Line No. 3 Grove City to Sandy Lake F 10 (Fine Township,Pa.Geod.S.,1939)â– '-Station is looated on Stats Route 78 and is 1/4 mile N of the N limits of the Boro of Grove City. Station is across the road and W of the residence of A. Coliccho, 18 feet W of the W edge of the pavement and approxi¬ mately 250 feet S of a culvert. Station is marked with a ra. Coordinate System bronze tablet, stamped WF-10, 1939”* 86-6 toP °** a 6- by 6- by 30-inoh concrete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x « 1,357,490.20 feet: 7 - 374,955-71 *®®t. ******* G 10 (Pine Township.Pa.Geod.S.,1939)—Station is looated on State Route 78 (Leg. 312J and is 1/2 mile N of the N limits of the Boro of Grove City. Station is on the E side of the highway, 8 feet N of s drive¬ way belonging to the R.R. Riddle residence, 7 feet E of the E edge of the pavement, 3.53 feet SW of telephone pole No.26 and 50 feet S of the highway culvert. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G-10, 1939n, set in top of1 a 6- by 6- by 30-inoh concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x -1,357,578.94 feet; y » 376,430.28 feet. ******* H 10 (Pine Township.Pa.Geod.S.,1939)—Station is looated on State Route 78 (Leg. 312) 0.8 mile N of the N limits of the Boro of Grove City and on the E side of the highway, 43.18 feet 83 of a telephone pole on which is -inscribed o/fo and whioh is at the SE corner of property belonging to C.W. Coulter, 3.32 feet NS of a telephone pole on which is inscribed highway station 80/35. Station is marked with a Pa. Coordinate System bronze tablet, stamped "H-10, 1939", 89 ^ in top of a 6- by 6—-by 30-iaoh concrete monument whioh protrudes 1/2 foot above the surface. OBJECT DISTANCE DIRECTION G 10 0*00*00”0 Grove City Municipal Water Tank (Finial) 349 37 20 Plane coordinates (Pa. N Zone): x - 1,357,572.95 fset; y - 377,907.71 ******* J 10 (Pine Township.Pa.Geod.S.,1939)—Station is looated on State Route 78 (Leg. 312) 1.1 miles N of the N limits of the Boro of Grove City and on the W side of the highway, 93 paoea N of 3. McCauslin's mail box, 15 feet W of the W edge of pavement, 17.9 feet NS of P & 0 power pole No.929 and 5.38 feet S of a double boled tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped * J-10, 1939”» eat in top of a 6- by 6- by 30-inoh concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x « 1,357,492,07 feet; y - 379.599-28 feet.. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N-10, 1939", set-in top of a 6- by b- by 30-inoh con¬ crete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x - 1,360,584.99 feet; y - 385,966.92 feet. ******* P 10 (Wolf Creek Township.Pa.Geod.S.,1939)—Station is looat¬ ed on State Route 78 (Leg. 312) 3.0 miles N of the N limits of the Boro of Grove City and on the E side of the highway and at a T-interseotlon with a township road leading W. The station is 45*18 feet NS of a United Natural Gas Company sign which is on the Ambrose Elliott property, 94 pac©s S of a telephone pole on which is inscribed 2/11, 5.2 feet N of a telephone pole, on prop¬ erty own®d by the Wick Brothers. Station is marked with a Pa. Co¬ ordinate System bronze tablet, stamped "F-10, 1939”, set in top of a 6- by 6- by 30-inch oonoret® monument, flush with the surface. OBJECT DISTANCE DIRECTION N 10 feet 0*00* 00" 0 U.N.G. Sign Post 45.16 64 41 09 A. Elliott's silo (Finial) 8b §1 00 Plane coordinates (Pa. N Zone): x - 1,560,624.00 feet; y - 388,860.86 feet. $ 10 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is looat¬ ed on State Route 78 (Leg. 312) 3.4 miles N of the N limits of the Boro of Grove City and on the W side of the highway, SW of the residence of R.W. Coulter. Station is 8 fest W of the W edge of the concrete pavement. 55 feet N of telephone pole No*2l6. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”0,-10, 1939”, set in top of a 6- by 6- by 30-inoh concrete monument, flush with the surface. Reference mark No.l is a nail in a blaze on a 10-inoh maple tree which is on the W side of the highway. Reference mark No.2 is a nail in a blazon an l8-ineh maple tree which is on the E side of the highway. OBJECT DISTANCE DIRECTION P 10 feet 0»00»00”0 R.M.No.l 34.97 182 57 20 R.H.No.2 42.21 249 27 30 Plana coordinates (Pa. N Zone): x - 1,360,210.13 feet; F * 390»542.19 feet* ******* R 10 (Wolf Creek Township.pa,Geod.S.,1939)—Station is looat¬ ed on State Route 78 (Leg. 3I2J 4 miles N of the N limits of the Boro of Grove City. The station is on the E side of the highway, 12*35 feet B of the E edge of the oonorete pavement, NE and across the road from a lane leading to the G.G. McDowell farm, 7$ feet S of a lane leading E to the Gray Farm and 70 feet N of the highway station 2/bl. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”R-10, 1939”, set in top of a 6- by 6- by 30-inoh oonorete monument, which protrudes 3 inches. OBJECT DIRECTION Q, 10 0°00'00"0 G.G. McDowell's Silo (Finial) 72 26 40 Av. Beaoon No.40 „ 221 39 43-4 Plane coordinates (Pa. N Zone): x - 1,360,144.63 feet; y - 394.149-64 fe.t- ******* K 10 (Pine Township,Pa.Gesd.S.,1939)—Station is looated on State Route 78 (Leg. 312) T.4 miles N of the N limits of the Boro of Grove City and on the E side of the highway, across the road from an entrance to a oemetery and about 200 feet NW of the resi¬ dence of W.J. Robinson. Station* is 15.24 feet E of the center line of pavement and 64.14 feet N of telephone pole No.53. Sta¬ tion is marked with a Pa. Coordinate System bronze tablet, stamp¬ ed "K-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT DIRECTION J 10 0#00*00"0 DENIKER (Triangulation station) 249 07 42 Plane coordinates (Pa. N Zone): x - 1,357,881.40 feet; y » 380,810.34 feet. ******* L 10 (Pine Town ship, Pa. Geo d, S. ,1939)—Station is looated on State Route 78 (Leg. 312) 2 miles N of the N limits of the Boro of Grove City and on the W side of the highway, 57-5 f«©t W of the SW corner of a barn belonging to C.M. WhiteseU, 58.1 feet NW of a telephon© pole on whioh is inscribed highway station 1/51 end 4.22 feet W of the W edge of th© paving (concrete). Station is marked with a Pa. Coordinate System bronz© tablet, stamped "L-10, 1939”, set in top of a 6- by 6- by 30-inch oonorete monument, flush with the surface. Reference marks No.l, No.2, and No.3 are drill hole s in the oonorete paving, filled with lead with brass sorews in centers and are distant from the station 4*85 feet, 4-22 feet, and 5.3O feet respectively. ' OBJECT DIRECTION K 10 0#00'00"0 SW corner (C.M. WhiteseU's barn) 271 41 20 Plane ooordinates (Pa. N Zone): x - 1,358,801.30 feet; y » 383,858.01 feet. ******* M 10 (Wolf Creek Township,Pa.Geod.S.,1939)--Station is looat¬ ed on State Route 78 (Leg. 312) 2.3 miles N of the N limits of the Boro of Grove City and on the W side of the pavement and be¬ tween the residenoes of F.B. Bolter and H.L. Williams. Station is 70 feet N of F.B. Holter's driveway, 10.25 feet W of the W edge of the concrete pavement, 9-H f®®t NE of telephone pole No.83. Station is marked with a Pa. Coordinate System bronze tab¬ let, stamped "M-10, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x - 1,359,803.8l feet; y - 385,087.83 feet. ^ ******* N 10 (Wolf Creek Township.Pa.Geod.S.,1939)—Station is looat¬ ed on State Route 78 (Leg. 312) 2.5 miles N of the N ^limits of the Boro of Grove City *?nd on the NE side of the highway, 300 feet NW of the residen of L.G. Perry, 17.22 feet NE of the NE edge of the pavement, ' 1 feet NW of an lo-inoh maple tree. ******* S 10 (Wolf Creek Township.Pa.Geod.S.,1939)—Station is looat¬ ed on State Route 78 (Leg. 312) 0.2 mile N of its Junotion with Route 217 (Leg. 43027). The station is on the E side of the high¬ way I3.I3 feet 1 of the E edg® of th© concret© pavement. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”3-10, 1939", set in top of a b- by b- by 30-inch oonorete monu¬ ment, which protrudes 4 inches above the surface. Plane ooordinates (Pa. N Zone): x - 1,360,152.bO feet; y - 396,680.84 feet. ******* T 10 (Wolf Creek Township.Pa.Geod.S.,1939j~Station is looat¬ ed on State Route 78 (Leg. 312) 0.5 mile N of its Junction with Route 217 (Leg. 43027). Station is on the W side of the highway, 8.33 feet W of the W edge of the concrete pavement, 11.01 feet S of a nail in a blaze on a 2 1/2-foot oak tree, 1 l/2 feet SE of the property fence line, 15 feet NE of the NE end of a cutbank and 147.85 feet NW of a pole on which is inscribed highway sta¬ tion 3/00. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T-10, 1939", set in top of a b- by 6- by 30-inch oonorete monument, which protrudes 2 inches above the surface. Plane coordinates (Pa. N Zone): x â–  1,360,485.61 fee_t; y - 398,068.83 feet. ******* U 10 (Worth Township,Pa.Geod.S.,1939)"“Station is looated on State Route 78 (Leg. 312) 0.7 mile N of its Junction with Route 217 (Leg. 43027). The station is on the E side of the highway, 17.46 feet E of the E edge of the concrete pavement and 13.9° feet SE of the SE corner of abutment of bridge No.2213• Station is marked with a Pa. Coordinate System bronze tablet, stamped "U-10, 1939", set in top of a 6- by 6- by 30-inoh concrete monu¬ ment, which protrudes 4 inches above th© surface. Plane coordinates (Pa. N Zone): x « 1,361,215.72 feet; y - 398,781.80 feet. ******* V ”*0 (Worth Township,Pa.Geod.S. ,1939 )—Station is loc&ted on State P'mte 78 (Leg. 312) 0.9 mile N of its Junction with Route 217 (Lwf>-. 43027). Station is on the E side of the highway, 10.41 feet i, ot the E edge of th© concrete pavement, 4.5 feet S of a 6-lhch butternut tree and about 1 foot W of the E property line fence, the property to the E being owned by S.E. Page. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V-10, 1939", set in top of a 6- by 6- by 30-inch concrete monu¬ ment, which protrudes 4 inches. above the surface. Plane coordinates (Pa, N Zone): x - 1,361,350*28 feet; y - 400,297.93 feet. ******* T 98-5 22 Line No. 3 Continued W 10 (Worth Township,Pa.Geod.S. ,1939)—Station is located on State Route 78 (Leg. 312) 1.1 miles N of its junction with Route 217 (Leg. 43027). Station is on the E side of the highway, 13.97 feet E of the E edge of the concrete pavement, 92.96 feet S of the SE corner of a highway culvert head-wall and about 2 feet W of the E property line fence, the property to the E being owned by I.D. Wible. Station is marked with a Pa. Coordinate System bronze tab¬ let, stamped "W-10, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x * 1,361,156.32 feet; y - 401,283.36 feet. ******* X 10 (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78 (Leg. 312) at its intersection with Route 267 (Leg. 43029). The station is 33 feet N of the approximate center line of Route 267, 13.36 feet W of the W edge of the concrete paving of State Route 78 and 23.75 feet S of the SW corner of the highway culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”X-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the sur¬ face. OBJECT DIRECTION W 10 0°00'0070 Av. Beacon No.40 274 35 48 Plane coordinates (Pa. N Zone): x = 1,360,716.92 feet; y = 402,958.58 feet. ******* Y 10 (Worth Township,Pa.Geod.S.,1939)--Station is located on State Route 78 (Leg. 312) at a point 0.7 mile N of its intersection with Route 267 (Leg. 43029). The station is 10.l6 feet W of the W edge of the concrete pavement, 12.5 feet E of a telephone pole on which is inscribed highway station 3/91, and is at the base of a deep cutbank. Station is marked with a Pa. Coordinate System brorze tablet, stamped ”Y-10, 1939’', set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.1 is a drill hole filled with lead with brass screw in center and is 1 foot E of the W edge of the concrete paving. Reference mark No.2 is a drill hole filled with lead with brass screw in cen¬ ter and is 6 inche3 E of the W edge of the concrete paving. OBJECT DISTANCE DIRECTION WERRY feet 0°00’00V0 R.M. No.l 40.90 ll 55 40 R.M. No.2 Plane coordinates (Pa. y = 406,590.67 feet. 31.18 156 07 20 N Zone): x = 1,360,597.94 feet; ******* Z 10 (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78 (Leg. 312) at a point 1.2 miles S of its intersec¬ tion with Route 965 (Leg. 43054). Station is on the W side of the highway, 10.02 feet W of the W edge of the concrete paving and 28.06 feet S of the southern end of a guard rail which is on the W side of the highway. Station is marked with a Pa. Coordinate Sys¬ tem bronze tablet, stamped ”Z-10, 1939”» se-t *n top of a 6- 6- by 30-inch concrete monument, which protrudes 2 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,361,016.95 feet; y = 411,231.79 feet. ******* A ll (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78 (Leg. 312) at a point 1.0 mile S of its intersec¬ tion with Route 965 (Leg. 43054). The station is on the W side of the highway, 9.10 feet W of the W edge of the concrete pavement and 12.12 feet S of the S end of a guard rail. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”A-11, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot in from the western edge of the concrete pavement and opposite telephone pole on which is inscribed highway station 4/5°• Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot in from the western edge of the concrete pavement.^ OBJECT DISTANCE DIRECTION Z 10 feet 0°00,00V0 R.M. No.l 37*39 205 0° 0° R.M. No.2 41.14 354 15 20 Plane coordinates (Pa. N Zone): x =* 1,361,439*23 £©©t; y * 412,337.02 feet. B ll (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78’ (Leg. 312) at a point O.35 mile S of its intersec¬ tion with Sta.te Route 965 (1©S* 43^54)* Th© station is on the E side of the highway, 8 feet E of the E edge of the concrete pave¬ ment, E of a guard rail .and 3*28 feet NW of a telephone, pole on which is inscribed highway station 9/25. Station is marked.with a Pa. Coordinate System bronze tablet, stamped "B-ll, 1939M>’se't *n top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot W of the eastern edge of the concrete paving. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot W of the E edge of the concrete paving. OBJECT DISTANCE DIRECTION C ll feet 0°00'00”0 R.M. No.l 30.82 202 35 50 R.M. No.2 32.55 349 01 50 Lightning Rod on' barn 2 39 20 Plane coordinates (Pa. N Zone): x = 1,362,201.27 feet; y = 415,611.43 feet. ******* C ll (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78 (Leg. 312) at a point 184 paces N of its intersec¬ tion with State Route 965 (Leg. 43054). The station is on the E side of the highway, 15.07 feet E of the E edge of the concrete pavement and 28.15 feet SE of the S end of a guard rail. Station is marked with a Pa. Coordinate System bronze tablet, stamped nC ll, 1939”» s©t ln top a 6- by 6- by 30-inch concrete monu¬ ment, which protrudes 2 inches above the surface. OBJECT DIRECTION B ll 0°00*0090 Lightning Rod on Albert Green’s Barn 356 19 10 Plane coordinates (Pa. N Zone): x « 1,361,944.99 feet; y = 417,894.03 feet. 7 ******* D ll (Worth Township,Pa.Geod.S. ,1939)--Station is located c>« State Route 78 (Leg. 312] at a point 0.4 mile N of its intersec¬ tion with State Route 965 (Leg. 43054) across the road and E of the residence of H.J. Perrine. The station is 3.64 feet N of a telephone pole on which is inscribed highway station 5/2I, and 24.95 feet W of the SW corner of a garage owned by Mrs. Fleming Perrine. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D-ll, 1939”, set in "top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 inches above the surface. OBJECT DISTANCE DIRECTION C ll feet 0°00'00’.,0 SW cor. Barn of Mrs. Fleming Perrine 65.12 212 48 50 Plane coordinates (Pa. N Zone): x = 1,361,628.37 feet; y = 419,323.86 feet. ******* E ll (Worth Township,Pa.Geod.S.,1939)—Station is located on State Route 78 (Leg. 312) at a point 0.6 mile N of its intersec¬ tion with State Route 965 (Leg. 43054) at Township Road No.6ll. Station is on the W side of the highway, 19.53 feet W of the W edge of the concrete pavement, 64,04 feet NE'of the extreme NE front of the Zion Church and 49.42 feet E of a nail in a blaze on a 2-foot oak tree. Station is marked with a Pa. Coordinate Sys¬ tem bronze tablet, stamped ”E-11, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 inches above the surface. OBJECT DISTANCE D ll feet NE cor. of Zion Church 64.04 Nail 2-foot oak 49*42 Plane coordinates (Pa. N Zone): x y = 420,302.11 feet. DIRECTION 0oC0’00”0 64 17 00 102 25 20 1,361,347.37 feet; ******* F ll (Sandy Lake Township.Pa.Geod.S. ,1939) —Station is locat¬ ed on State Route 78 (Leg. 312} at a point 1 mile N of its inter¬ section vdth State Route 965 (Leg. 43054), SE of the W.E. Buckley residence. Station is on the E side of the highway on top of bank and 54.17 feet N of an l8-inch oak tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”F-11, 1939”, s©t in top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 inches. OBJECT DISTANCE DIRECTION E ll feet 0°00’00’:0 Lightning rod on house E.W. Buckley’s res. Nail in blaze on 18-inch oak tree 54.17 no 38 50.0 358 40 30 Plane coordinates (Pa. N Zone): x = 1,361,282.73 feet; â–  422,213.75, feet. ******* G ll (Sandy Lake Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 312) at a point 1.6 miles N of its in¬ tersection with State Route 965 (Leg. 43054) at a driveway lead¬ ing to the residence of Stephen Miller. The station is on the W side of the highway in a row of pine trees and 14.18 feet W of the W edge of the concrete pavement, 4.75 feet N of a nail in a blaze on a 12-inch pine tree, the third from the southern end and IO.48 feet S of a nail in a blaze on a 16-inch pine tree, the fourth from the southern end. Station is marked with a Pa. Coor¬ dinate System bronze tablet, stamped ”G-11, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. OBJECT DIRECTION 5* ll 0°00’00”0 Lightning rod on barn of Stephen Miller 21Q 45 20 Plane coordinates (Pa. N Zone): x = 1,361,060.69 feet; y = 425,284.42 feet. ******* H ll (Sandy Lake Township,Pa.Geod.S.,1939)--Station is locat¬ ed on State Route 78 (Leg. 312) at a point 2.2 miles N of its in¬ tersection with State Route 965 (Leg. 43054). The station is on the E side of the highway, ll.85 feet E of the E edge of the con¬ crete pavement. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”H-11, 1939*, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the sur¬ face. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot W of the E edge of the concrete pavement. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot W of the E edge of the concrete pavement. OBJECT DISTANCE DIRECTION G ll R.M. No.l R.M. No.2 Plane coordinates = 428,576.64 feet. feet 39*83 36.63 (Pa. N Zone); 0°00’00” 18 59 10 158 46 10 1,361,105.77 feet; ******* J" ll (Sandy Lake Township,Pa.Geod.S. ,1939)—Station is locat¬ ed on State Route 78 (Leg. 312) at a point 1.9 miles S of its junction with U.S. Highway 62 in Sandy Lake. The station is on the E side of the highway, 14.97 feet E of the E edge of the pave¬ ment. Station is marked with a Pa. Coordinate System bronze tab¬ let, stamped ’’J'-ll, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is lfoot W of the E edge of the concrete pave¬ ment. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot W of the E edge of the concrete pavement. (continued on p.23) T 98-6 23 UNITED STAT8S COAST AND GEODETIC SURVEY AND STATE SURVEY Seoond-order Traverse Grove City to Sandy Lake. Line No,.~5 Continued J ll (continued) OBJECT H ll R.M.No.l R.M.No.2 Plane coordinates (Pa. N y » 431,652.34 feet. DISTANCE feet 36.01 35*17 Zone): x DIRECTION 0°00,00?0 24 55 00 150 40 30 1,361,108.63 feet; ******* K ll (Sandy Lake Township,Pa.Geod.S.,1939)—Station is lo¬ cat© d on State Route 78 (Leg. 312) at a point 1.3 miles S of its junction with U.S. Highway 62 in Sandy Lake and §6 paoes S of its junction with State Route 307 (Leg* 43056), and ll 5 paces N of a driveway leading E to residence Of W.H. Soott, I3.72 feet E of the E edge of the concrete paving. Station is marked with a Pa. Coor¬ dinate System bronze tablet, stamped nK-ll, 1939", set in top of a 6- by 6- by ^o-inch concrete monument, flush with the surface. OBJECT DIRECTION J ll 0°00.»00!f0 Lightning rod on barn of W.H. Soott 346 17 00 Plane coordinates (Pa. N Zone): x » 1,360,910.78 feet; y - 434,765.66 feet. ******* L ll (Sandy Lake Township,Pa. Geod.S.,1939)—Station is lo- oated on State Route 78 (Leg. 312) at a point 1.1 miles S of its junction with U.S. Highway 62 in Sandy Lake. Station is 19.94 feet E of the E edge of the concrete pavement. Ihe station is marked with a Pa. Coordinate System bronze tablet, stamped "L-ll, 1939", s®"*1 in of a 6- by 6- by 30-inoh concrete monument, wjjioh prot-udes 4 inches above the surface. Reference mark is a nail in a daze on an 9-ineh wild cherry tree. OBJECT DISTANCE DIRECTION K ll feet 0Q00'0090 R.M. 13.48 176 05 20.0 Plane coordinate? (Pa. N Zone): x » 1,360,534.88 feet; y - 435,688.14 feet. M ll (Sandy Lake Township,Pa.Geod.S.,1939)—Station is lo¬ os ted on State Route 78 (Leg. 312) at a point 0.4 mile S of its junction with U.S. Highway 62 in Sandy Lake. The station is on the W side of the highway, W of a guard rail and 8.78 feet W of the W edge of the pavement. Station is marked with a Pa. Coor¬ dinate System bronze tablet, stamped "M-ll, 1939", s®t in toP a 6- by 6- by 30-inch concrete monument, whioh protrudes 1 inch above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is T foot in from the W edge of the pavement. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot in from the W edge of the pavement. OBJECT DISTANCE DIRECTION M ll Inter. feet 0°00*00?0 R.M.No.l 27.OO 213 56 10 R.M.No.2 37.58 35b 07 40 Plane coordinates (Pa. N Zone): x - 1,359,993*49 f®®t» y - 437,200.97 feet. ******* N ll (Sandy Lake Township,Pa.Geod.S.,1939)—Station is lo¬ os ted on State Route 78 (Leg. 312) at a point 0.2 mile S of its junction with U.S. Highway 62 in Sandy Lake. The station is on the E side of the highway, 17*37 feat E of the center line and 7.18 feet N of the N end of the guard rail. Station is in the Boro of Sandy Lake. Station is marked with a Pa. Coordinate Sys¬ tem bronze tablet, stamped "N-ll, 1939", set in top of a 6- by 6- by 30-inoh concrete monument, flush with the ground. Reference mark No.l is a drill hole filled with lead with brass screw in oenter and is 1 foot in from the E edge of the pavement. Refer¬ ence mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot in from the E edge of the pavement. OBJECT M ll Inter. R.M.No.l R.M.No.2 Plane coordinates (Pa, y « 438,198.04 feet. DISTANCE DIRECTION feet 0°00’00V0 31.84 4 34 20 25.23 148 39 10 N Zone): x « 1,360,102.59 feet; ******* P ll (Sandy Lake Township,Pa.Geod.S.,1939)—Station is lo- cated in the Boro of Sandy Lake at the junction of U.S. Highway 62 and State Route 78 (Leg. 312). The station is marked with a standard Pa. Coordinate System bronze tablet, stamped nP-ll, 1939”» cemented and countersunk in the sidewalk along the W side of this intersection and is 27*31 feet S of the S rail of the New York Central railroad tracks and 1.3 feet W of the E edge of curb. Re¬ ference mark No.l is a nail in a blaze on a 2-foot oak tree which is SW of the station. Reference mark No.2 is a concrete monument with arrow on top and protrudes 4 inches above the surface. OBJECT DISTANCE DIRECTION N ll feet 0°00»00"0 R.M.No.l 12.51 80 03 50 R.M.No.2 14.42 106 23 00 Plane coordinates (Pa. N Zone): x * 1,359,7°5»°1 f®Qt; y « 439,252.70 feet. ******* T 98-7 24 UNITED states coast ahd geodetic survey and state survey Second-order Traverse Line No.4 a Michaels. 19~57 to State Highway 78 JWW (Wolf Creek Township,Pa.Geod.S.,1938)—Station is reached from the junction of State Route 70 and Route 43027 by going W on the latter for 1.5 miles to a cross road, thence N for 0.7 mile to a T-intersection, of roads and station site, which is at the approximate intersection of center lines of these roads, Station is marked with a Pa. Coordinate System bronze tablet, stamped "JWW, 1938", set in top of a 6- by 6- by 30-inch concrete monument, which is 12 inches below the surface. Reference mark No.l is 6- by 6- by 30-inch concrete monument with nail mark in center and is in the rail fence line E of the station and protrudes 6 inches. Reference mark No.2 is a cross chiseled in the field stone and is at the SW corner of the intersection. An additional witness mark is a nail in a blaze of an elm tree which is located on the W side of the right-of-way fence and SW of the station, distant 43.74 feet. This station was established as a trial corner for Jackson, Worth and Wolf Creek Townships. However, not enough research or preliminary surveying was done to definitely establish this as a true corner. DISTANCE DIRECTION feet 0°00’0070 27.42 177 07 20 27.95 43-74, N zone)j OBJECT F.J.W. R.M.No.l R.M.No.2 Witness Mark Plane coordinates (Pa. = 398,671.02 feet. 294 95 40 1,352,336.19 feet; ******* Q 12 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Routes 78 and 217 (Leg. 43°27) by going W on the latter for 1.5 miles to a cross road and the station site. The station is 60 feet SW of the approximate inter¬ section of center lines. Station is marked with a Pa. Coordinate System bronze tablet, stamped "0,-12, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 8 inches. Angles and distances were measured from an offset station. Plane coordinates (Pa. N Zone): x « 1,352,237.89 feet; y = 395,060.14 feet. ******* R 12 (Wolf Creek Township,Pa„Geod.S.,1939)—Station is s reached from the junction of State Routes 70 and 217 (Leg, 43027) by going W on the latter for 1.3 miles to the station site. Station is on the S side of the road, 35.8 feet from center line and 75.7 feet W of the telephone pole which is inscribed highway station 3/62. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R-12, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 7 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,355,599.97 feet; y * 395,269.59 feet. ******* S 12 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Routes 78 and 217 (Leg. 43027) by going W on the latter for 1 mile to the station site and a lane leading to residence of M.C. Coulter. Station is on the N side of the highway, 24.3 feet from cen¬ ter line, on the E side of Coulter’s lane and 9.95 feet NW of telephone pole No.BR. 2P. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S-12, 1939", set in top of a 8- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x * 1,355,037*91 feet; y - 395,983-83 feet. ******* T 12 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Routes 78 and 217 (Leg. 43027) by going W on the latter for 0.8 mile to the station site which is just beyond the residence of W. Patterson. Station is on the S side of the highway, 14.6 feet from center line and is 4-32 feet W of the NW corner of a field belonging to W. Patterson. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T-12, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Reference mark is a drill hole filled with lead with brass screw in center in the head wall of a culvert across the road and N of the station. OBJECT DISTANCE DIRECTION S 12 feet 0°00’00V0 R.M. 37.43 56 05 10 Plane coordinates (Pa. N Zone): x « 1,358,216.01 feet; y - 395,831.13 feet. ******* U 12 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Routes 78 and 217 (Leg. 43027) by going W on the latter for 0.4 mile to the station site. Station is on the S side of the highway at a point 129 paces E of driveway leading to residence of C.A. McCandles, 16.4 feet S of the center line of highway and 40*39 feet s of telephone pole 95. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U-12, 1939", set in toP of a 8- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x » 1,358,270.92 feet; 7 - 395,772.75 feet. ******* V 12 (Wolf Creek Township,Pa.Geod.S.,1939)—Station is reached from the junction of State Routes 78 and 217 (Leg. 43°27) by going W on the latter for 0.2 mile to the station site. Station is on the N side of the highway 19.1 feet from cen¬ ter line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "7-12, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. Reference mark is a nail in a blaze in a 20-inch cucumber tree which is across the road and SE of station. OBJECT DISTANCE DIRECTION U 12 feet 0°00'00’.’0 R.M. 99-75 204 16 00 Plane coordinates (Pa. N Zone): x = 1,359,237.88 feet; y - 395,815.26 feet. ******* FJW (Findley, Jackson and Wolf Creek Townships,Pa.Geod.S., 1938)—Station is reached from the junction of State Route 58 and Route 43027 in Mercer by going E on the latter for a distance of 6.6 miles to its junction with Route 43023, thence left (N) for 0.75 mile, thence right (E) on the township road for 0.4 mile to the residence of John Baer. The station is in the approximate center line of the roadway at the brow of a small dip in the road and approximately in line with the hedge line leading S. Station is marked with a Pa. Coor¬ dinate System bronze tablet, stamped "FJW, 1938", set in top of a 6- by 6- by 30-inch concrete monument, which is 0.7 foot below the surface. The reference mark is a 6-inch by 6-inch by 30-inch concrete monument with nail in center and is located on the S side of the roadway in the hedge line mentioned above. This point is also the NE corner of property owned by Mrs. John Baer. Monument pro¬ trudes 0.4 foot above the surface. This station was established as a trial township corner of Findley, Jackson, and Wolf Creek Townships. However, more research work and gathering of evidence in the field is necessary to estab¬ lish a true corner. OBJECT DISTANCE DIRECTION JWW feet 0°00'00?0 R.M. 16.82 85 31 00-0 Plane coordinates (Pa. N Zone): x â–  1,349,103.03 feet; y * 398,716.80 feet. ******* T 98-8 25 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No,S Sandy Lake to Mereer-Crawford County Line J 13 (Sandy Lake Twp.,Pa.Geod.S.,1939)—Station is located in Sandy Lake on the W side of Main Street, 32.33 feet NE of the SS corner of the Church of Christ and 6.28 feet S by E of a 16-inch maple tree and between the sidewalk and Church. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J-13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x = 1,359,663.28 feet; y = 441,102.33 feet. ******* K 13 (Sandy Lake Township,Pa.Geod.S.,1939)—Station is locat¬ ed in Sandy Lake on the W side of Main Street at the edge of the sidewalk across the highway and W of the residence of F.P. Andrews, 21.26 feet W of the approximate center line of street and 4.49 feet N of a 10-inch maple tree. Statioh is marked with a Pa. Coordinate System bronze tablet, stamped MK-13, 1939”» set iu toP of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,360,003.13 feet; y = 441,965.91 feet. ******* L 13 (Sandy'Lake Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) at a point 0.7 mile N of its junc¬ tion with U.S. Route 62 and State Route 358 in the Boro of Sandy Lake. The station is on the E side of the highway, 27.63 feet E of its center line, 34.41 feet S of a concrete hitching post with iron ring in top and 3 feet long, 63.58 feet SV/ of the SW corner of the residence of A.E. Freni and 19.94 feet SW of a telephone pole No.CT 47I. Station is marked with a Pa. Coordinate System bronze tablet, stamped WL-13, 1939”» set in top of a 6- by 6- by 3JD-inch concrete monument, which protrudes 3 inches. Plane coordinates (Pa. N Zone): x = 1,360,893.47 feet; y - 443,204.60 feet. ******* M 13 (Sandy Lake Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 at a point 1.1 miles N of its junction with U.S. Route 62 and State Route 358 in the Boro of Sandy Lake. The station is on the W side of the highway, 28.43 feet' W of its center line, 125 paces S by W of the residence of J. Bain and 18.63 feet N of telephone pole No.CT 455S. Station is marked with a Pa. Coordinate System bronze tablet, stamped "M-13, 1939"> set in top of a 6- by 6-~by 30-inch concrete monument, which protrudes 5 inches above the surface. All distances and angle s were^measured from an offset station, which was marked with a wooden hub with nail in center, Plane coordinates (Pa. N Zone): x = 1,361,380.82 feet; y = 445,298.81 feet. ******* N 13 (Sandy Lake Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 at a point 169 paces S of its junction with Route 317 (Leg. 43072). \ The station is on the W side of the highway, 24.59 feet W of its center line and 2.42 feet N of telephone pole No.CT 448. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N-l;5, 1939"* set iu top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. All angles and distances were'measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone) x * 1,361,784*72 feet; y = 446,221.78 feet. ******* P 13 (Mill Creek Township.Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) 1*45 miles N of its junction with U.S. Route 62 and State Route 358 which point is a T-intersection with Township Road 701. The station is on top of the high bank at the SE corner of this intersection and 26.4 feet S of the approximate center line of Township Road 701* Station is marked with a Pa. Coordinate System bronze tablet, stamped ”P-13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. All angles and distances were measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone): x = 1,362,615.58 feet; y * 448,285.13 feet. ******* Q, 13 (Mill Creek Township.Pa.Geod.S.,I939)—Station is locat¬ ed on State Route 78 (Leg. 294) 2.0 miles N of its junction with U.S. Route 62 and State Route 358. The station is on the E side of the highway, 24.76 feet E of its center line, 5.77 feet E of a wire fence along the E side of the highway and 84 paces S of a telephone pole on which is inscrib¬ ed highway station 1/lQ. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”0,-13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 5 inches above the surface. Plane coordinates (Pa, N Zone): x « 1,362,965.86 feet; y « 450,118.92 feet. ******* R 13 (Mill Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) 2.6 miles N of its junction with U.S. Route 62 and State Route 358* The station is on the E side of the highway, 25.37 feet E of its center line and on property belonging to Mrs. Tribby. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R-13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 5 inches above the surface. Plane coordinates (Pa. N Zone): x » 1,363*5°8.69 feet; y =* 452,766.55 feet. S 13 (Mill Creek Township.Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) 3 miles N of its junction with U.S. Route 62 and State Route 358. The station is on the E side of the highway, in an old hedge line and 28.11 feet E of the center line of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S-13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x <= 1,362,901.56 feet; y = 454 ,*875.92 feet. ******* T 13 (Mill Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) 3.2 miles N of its junction with U.S. Route 62 and State Route 358. The station is across the road and W of the residence of Frank Heim, 23.90 feet W of the center line of highway and 3.2 feet N by E of telephone pole No.362. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”T-13, 1939"» set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 5 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,362,532.79 feet; y * 455,707.86 feet. ******* U 13 (Mill Creek Township.Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 (Leg. 294) 3.45 miles N of its junction with U.S. Route 62 and State Route 358 which point is at the intersect tion of State Route 78 and Township Road Leg.-8l2.' The station is 10.02 feet W of the center line' of State Route 78, 15*75 feet S of the approximate center line of Township Road Leg. 8l2 and 5.19 feet E of the nearest corner of highway culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”U-13, 1939"» set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x « 1,362,433.73 feet; 7 - 457,574*92 feet. ******* V 13 (Mill Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed in the Boro of New Lebanon on the W side of State Route 78, 18.28 feet W of its center line, 2Q.60 feet E of the NE corner of the James Saith residence and 38.3 feet W of telephone pole No. 310, the latter of which is on the E side of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V-13, 1939", s®'t in t0P of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x = 1,362,178.07 feet; y » 452,304.62 feet. ******* W 13 (Mill Creek Township,Pa.Geod.S;,1939)—Station is locat¬ ed in the Boro of New Lebanon on the E side of State Route 78, 27.85 feet E of the center line of the highway, and at the western edge of property belonging to D. Richael and is ll.33 feet S of an l8-inch maple tree and 7 feet N of a l6-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W-13, 1939", set *n toP of a 8- by 6- by 30-inch. concrete monument, flush with the surface. All angles and distances were taken from an offset station which was a 2- by 3-inch hub with nail in center and was I3.84 feet W of the station and flush with the surface. Plane coordinates (Pa. N Zone): x « 1,362,276.47 feet; y - 463,276.44 feet. ******* X 13 (Mill Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed in the Boro of New Lebanon at the junction of State Route 78 and State Route 210 (Leg. 43074) in the NW corner of a lot belong¬ ing to S.C. Richards and is 33.30 feet E of the center line of State Route 78 and 20.20 feet S of the approximate center line of State Route 210. Station is marked with a Pa. Coordinate System bronze tablet, stamped "X-13, 1939”, 86-11 in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. All angles and distances were measured from an offset station which was an iron pin 1/2 inch in diameter and 1 foot long, with punchmark in center, and driven flush with the surface of the pav¬ ing. Plane coordinates (Pa. N Zone): x = 1,362,328.09 feet; y = 464,137.95 feet. ******* Y 13 (French Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 at a point 1.1 miles N of its junction with State Route 210 (Leg. 43074) in New Lebanon and just beyond the residence of H. Van Tassel. The station is marked with a square-headed lag screw set in a galvanized-iron expansion unit both of which are set in a drill hole in the pavement and is 0.2 foot W of the center line of the highway, 96.30 feet NE of the NE corner of the Van Tassel resi¬ dence, 93.OO feet SE of the SE corner of Van Tassel’s barn and 89.60 feet NW of the NW corner of an outhouse which is on the E side of highway. This station is a point on traverse between triangulation station VAN TASSEL and its azimuth mark. Pl8ne coordinates (Pa. N Zone): x = 1,362,570.62 feet; y = 469,941.25 feet. ******* Z 13 (French Creek Township,Pa.Geod.S.,1939)—Station is locat¬ ed on State Route 78 at a point 2.0 miles N of its junction with State Route 210 (Leg. 43074) In New Lebanon. The station is on the W side of the highway, 48.50 feet E of the NE corner of C.L. Turk*s residence, 26.0 feet S of the center line of Turk’s driveway, 52.75 feet W and S of the SW corner of Turk's springhouse, 20.40 feet W of the center line of highway and 38.7 feet N of an l8-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z-13, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x “1,362,596.06 feet; y = 475,060.15 feet. ******* ******* T 98-9 26 Line No.5 continued A 14 (French Creek Township,Pa.Geod.S.,1939)—Station is lo- cated on State Route 78 at a point 2.4 miles N of its junction with State Route 210 (Leg. 43074) in New Lebanon. The station is on the E side of the highway and 18.85 feet E of its center line, 71*97 feet NE of the NE corner of the porch of residence belonging to Paul Kovach. Station is N of his driveway and between the E edge of pave¬ ment and Kovach’s yard fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A-14, 1939", set in toP of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a telephone pole on which is inscribed highway station 3/80 and is across the road and SW of the station. Reference mark No.2 is a nail in a 10-inch maple tree and is N of the station and on the E side of Kovach’s fence. OBJECT DISTANCE Z 13 feet R.M.No.l 57.48 R.M.No.2 23.40 Plane coordinates (Pa. N Zone): = 477,068.84 feet. DIRECTION 0°00’00?0 £1 00 35 l88 54 50 1,363,169.67 feet; B 14 (French Creek Township,Pa.Geod.S.,1939)--Station is lo- cated on State Route 78 at a point 2.6 miles N of its junction with State Route 210 (Leg. 43°74) i*1 New Lebanon, which point is also 277 paces S of the junction of State Route 78 and Route 129 (Leg. 43071). The station is on the W side of State Route 78, 21 feet W of its center line, 11.2 feet S of telephone pole No.200, 42.68 feet W of telephone pole on which is inscribed highway station 3/9° and about 800 feet SW of the home of H.H. Boughnet. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B-14, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 5 inches above the surface. Reference mark No.l is a telephone pole on which is inscribed highway station 3/90. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot in from the W edge of the con¬ crete pavement. OBJECT DISTANCE A 14 feet R.M.No.l 42.68 R.M.No.2 36.84 Plane coordinates (Pa. N Zone): y = 478,008.69 feet. DIRECTION 0°00’00V0 247 25 00 340 08 50 1,363.360.44 feet; G 14 (Mereer-Crawford County Line,Pa.Geod.S.,1939)—Station is located at the Mercer-Crawford County boundary line at the in¬ tersection of center lines of State Route 78 and Leg. 43088. The station is 21.0 feet SE of the apex of a culvert head wall which is at the NW corner of intersection, 22.9 feet SW from the apex of a culvert head wall at the NE corner of the intersec¬ tion and 30.80 feet NW of a cast-iron highway mileage poster which is at the SE corner of the intersection. Station is marked with a standard Pa. Coordinate System bronze tablet cemented and countersunk in the center of the expan¬ sion sean of State Route 78. This station is also a point on traverse between monuments No.1255+12.8 (1909) and 1303+44.2 (1909). OBJECT DIRECTION F 14 0°00’00"0 E weather vane on R. Heltzel’s barn 359 18 30.8 Plane coordinates (Pa. N Zone): x = 1,366,530.66 feet; y = 489,869.04 feet. ******* ******* C 14 (French Creek Township,Pa.Geod.S.,1939)—Station is lo¬ cated on State Route 78 at a point 3.0 miles N of its junction with State R,oute 210 (Leg. 43074) in New Lebanon. The station is on the W side of the highway, 24.65 feet W of its center line, 65 paces N of telephone pole on which is inscrib¬ ed highway station 4/10 and 15*49 feet N of telephone pole No.195* Station is marked with a Pa. Coordinate System bronze tablet, stamppd "C-14, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,363,985.89 feet; y = 480,088.61 feet. '******* D 14 (French Creek Township,Pa.Geod.S.,1939)—Station is lo¬ cated on State Route 78 at a point 3.4 miles N of its junction with State Route 210 (Leg. 43074) in New Lebanon which point is just S of the village of Milledgeville. The station is on the E side of the highway, 25.60 feet E of its center line, 9*85 feet E of telephone pole No.CT 169 and 20.6 feet NE of another telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D-14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x = 1,365,655.77 feet; y = 481,536.84 feet. ******* E 14 (French Creek Township,Pa.Geod.S.,1939)—Station is lo¬ cated on State Route 78 at a point 4.1 miles N of its junction with State Route 210 (Leg. 43074) in New Lebanon, this point be¬ ing on the summit of the hill just N of Milledgeville. The station is on the E side of the highway and 69 paces N of telephone pole on which is inscribed highway station 4/71 and at the edge of property owned by W. Delo. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E-14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. The station is 23.30 feet E of the center line of State Route 78. All distances and angle s were measured from an offset station which was marked with a square-headed lag screw set in a galvaniz- ed-iron expansion unit both of which are set in drill holes in pavement; center of lag screw is marked with punchmark and its top is flush with the surface. Plane coordinates (Pa. N Zone): x = 1,366,140.07 feet; y = 485,221.79 feet. ******* F 14 (French Creek Township,Pa.Geod.S.,1939)—Station is lo¬ cated on State Route 78 at a point 4*7 miles N of its junction with State Route 210 (Leg. 43074) *n New Lebanon. The station is on the E side of the highway SE of the resi¬ dence of J.F. McConnell and on his property. The station is 38.77 feet E of the center line of highway and 14.9 feet E of the E highway property line fence and 110 feet N of the SW corner of McConnell’s pasture. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F-I4, 1939”, set in t0P of a 6- by 6- by 30-inch concrete monument, which protrudes 8 inches above the surface. OBJECT DIRECTION G 14 0°00’00V0 W.weather vane on R. Heltzel*s barn l8o ll 01 Plane coordinates (Pa. N Zone): x = 1,366,189.31 feet; y = 488,188.82 feet. ******* T 98-10 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse ' Line No,6 State Highway No. 72 to Mercer-Venango County Line H 14 (Bandy Lake Township,Pa.Geod.S.,1939)•—Station Is lo- cated on State Route 317 (leg* 43072) at a point 0.6 mile E of its Junction with State Route 7S. The station is in the NE corner of a yard belonging to Helen E. Cole and is 99.4l feet NE of the NE corner of her residence, IS.44 feet SE of a two-boled maple tree and 9.89 feet S of another double-boled maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "H-l4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. All angles and distances were measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone): x = 1,364,920.93 feet; y « 446,602.110 feet. ******* J 14 (Sandy Lake Township,Pa.Geod.S.,1939).—Station is lo- cated on State Route 317 (Leg. 43072) at a point 0.2 mile E of its Junction with State Route 78. The station is on the N side of the highway, approximately 2 feet W of the W fence line of a lane which leads N from the main highway. Station is marked with a Pa. Coor¬ dinate System bronze tablet, stamped "J-l4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. All angles and distances were measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone): x «* 1,365>952>»26 feet; y. - 446,637.26 feet. ******* K 14 (Sandy Lake Township,Pa.Geod.S.,1939).—Station is lo- cated on State Route 317 (Leg. 43072) at a point I.15 miles E of its Junction with State Route The station is at a bend in an abandoned portion of State Route 3^7 • Station is marked with a Pa. Coordinate System bronze tablet, stamped "K-l4, 1939", set in top of a 6- by 6- by 30-inoh concrete monument, which protrudes 3 inches above the surface. Reference mark is a nail in a blaze on a 10-inch maple tree which is at the S edge of the main-traveled road. OBJECT DISTANCE DIRECTION J 14 OFFSET feet 0°00'00J0 R.M. No.l 64.24 120 39 05 Plane coordinates (Pa. N Zone): x * 1,362,112.37 feet; y * 446,593*57 feet. L 14 (Sandy Lake Township,Pa.Geod.S.,1939).—Station is lo- cated on State Route 317 (Leg. 43072) at a point 1.3 miles E of its Junction with State Route 72 which point is 293 feet NE of its intersection with Township Road 224. The station is on the NW side of the highway, 26.7 feet NW of its approximate oenter line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "L-l4, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 3 inches above the surface. All angles and distances were measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone): x * 1,362,720.23 feet; y = 447,055.95 feet. ******* M 14 (Mill Creek Township,Pa.Geod.S.,193^;.—Station is.lo- cated on State Route 317 (Leg. 43072) at a point 1.6 miles E of its Junction with State Route 7^. The station is on the NW side . of the highway at the southern corner of land belonging to Courtney Beggs and is 23.?9 feet NW of the approximate oenter line of the highway and 13.47 feet SE of an old 12-inch apple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped â– M-14, 1939", set in top of a 6- by 6- by 30-inch concrete monu¬ ment, which protrudes 4 inches above the surface. All angles and distances were measured from an offset station which was marked with a wooden hub with nail in center. Plane coordinates (Pa. N Zone): x * 1,369,220.64 feet; y = 447,962.21 feet. ******* N 14 (Mill Creex Township,Pa.Geod.S.,1939).—Station is lo- cated on State Route 317 (Leg. 43072) at a point 2 miles E of its Junction with State Route 7^» The station is on the NW side of the highway, 65.27 feet SE of the S corner of the S.J. Jones resi¬ dence. 18.00 feet NW of the approximate center line of highway and 14.24 feet SW of a 14-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N-l4, 1939", set in top of a 6- by 6- by 30-inoh concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x * 1,372,030.02 feet; y - ^9,735.69 feet. 28 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No.7 Sandy Lake to Mercer-Venango County Line Y ll (Sandy Lake Township,Pa,Geod.S.,1939)--Located in the Borough of Sandy Lake at the NY/ corner of the intersection of U.S. Route 62 and State Routes 78 and 358. The station is on the VY side of Main Street between the side¬ walk and the S wall of the A. Byrl Runkle Jewelry Store. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Y ll, 1939”, set in the top of a 6- by 6- by 30-lnch concrete monument which is flush with the surface. Por further detail see description of Y ll OFFSET. All angles and distances on the main traverse line were measured from the offset station. Plane coordlnates (Pa. N Zone): x = 1,359,680.80 feet; y = 440,086.35 feet. Y ll OFFSET (Sandy Lake Township,Pa.Geod.S.,1939)—Located in the Boroxigh of Sandy Lake, in the approximate center line of State Route 358 and about in line with the center of sidewalk along the W side of Main Street. The station is marked with a square-headed lag screw in a galvanized-iron expansion unit set in a drill hole in the concrete pavement, the top being flush with the surface. Punchmark denotes center. Reference mark is the center of a valve stem of a fire hydrant which is at the SW corner of this street intersection. All angles and distances on the main traverse lino were measured from this point. For further details see description of Y ll. OBJECT DISTANCE P ll feet R.M. (fire hyd.) 25.86 Y ll 35.38 Plane coordinates (Pa. N Zone): ; 440,051.90 feet. DIRECTION O^O’OO'JO 17 39 30 167 58 20 1,359,688.87 feet; Z ll (Sandy Lake Township,Pa.Geod.S.,1939)--Located on U.S. Route 62, at a point 0.3 mile E of its junction with State Route 78. The station is 16.08 feet S of the center line of Route 62 and 12.24 feet N of the NE corner of the R. Cummings residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z ll, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Reference mark No.l is a drill hole in the intersection of a cross and is 1 foot N of the S edge of the concrete pavement and NW of the station. Reference mark No.2 is marked the same as No.l and is NE of the station. DISTANCE feet 27.09 26.73 N Zone): : OBJECT Y ll OFFSET R.M,No.l R.M.No.2 Plane coordlnates (Pa. y = 440,106.71 feet. DIRECTION O^OO’OO'JO 5 59 30 148 41 20 1,361,272.47 feet; A 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located at the eastern edge of the Boro of Sandy Lake on the N side of U.S. Route 62, approximately 2410 feet (0,5 mile) E of Main Street at the junction of U.S, Route 62 and State Routes 78 and 358; 1.95 feet S of the SW corner of gas meter box located SW of Mrs. Irene Uriah’s residence and 23.83 feet SW of a 20-inch pine tree. Station is marked with a Pa. Coordinate System Standard Traverse bronze tablet set in concrete monument flush with ground. Plane coordinates (Pa. N Zone): x = 1,362,200.39 feet; y = 440,424.11 feet. •fr-a-SHKi-SHi- B 12 (Sandy Lake Township,Pa.Geod.S.,1939)--Located on U.S. Route 62, at a point 0.75 mile E of its junction with State Route 78. The station is 24.95 feet N of the center line of Route 62, 72.53 feet E of the E end of a bridge parapet and 29.94 feet W of a reference mark which is a nail in a blaze on a 20-inch oak tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B 12, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which is 6 inches above the surface. OBJECT DISTANCE DIRECTION A 12 feet 0°00'00’J0 R.M. (Nail in blaze) 29.94 177 37 50 Plane coordinates (Pa. N Zone): x = 1,363,738.17 feet; y = 440,696.81 feet. C 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at a point 1 mile E of its junction with State Route 78. The station is on the N side of the highway and 31.8 feet N of its center line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "C 12, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which is 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was marked temporarily with an iron pin. The angle at the offset station from B 12 to C 12 is 128°18* 30". Distance is 25.14 feet from C 12 to C 12 OFFSET. Plane coordinates (Pa. N Zone): x * 1,364,922.53 feet; y « 440,324.99 feet. D 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at a point 1.15 miles E of its junction with State Route 78. The station is 25.52 feet S of the center line of Route 62 and 18.30 feet SW of a reference mark which is a nail in a blaze on a 10-inch butternut tree. The station is 54 paces W of a spring and water trough which is located on the N side of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D 12, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which protrudes 3 inches above the surface. OBJECT DISTANCE DIRECTION E 12 feet 0o00’00'j0 R.M. 18.30 342 23 40 Plane coordinates (Pa. N Zone): x = 1,365,453.48 feet; y = 439,523.03 feet. E 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at a point 1.4 miles E of its junction with State Route 78. The station is 27.53 feet S of the center line of Route 62, 54 paces E of a telephone pole on which is inscribed highway station 7/51, and in close proximity to the residence of H.E. Nicklin. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E 12, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 3 inches above the surface. OBJECT DISTANCE DIRECTION D 12 feet 0°00»0020 R.M. 18.62 172 06 00 Plana coordinates (Pa. N Zone): x - 1,366,378.52 feet; y = 438,802.86 feet. F 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at a point 1.6 miles E of its junction with State Route 78. The station is 18.76 feet S of the center line of Route 62, 3.3 feet S of the westernmost post of a guard rail, and 6.4 feet W of a telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F-12, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Reference mark No.l is a drill hole at the intersection of a cross, 1 foot N of the S edge of pavement and NW of the station. Reference mark No.2 is marked the same as No.l and is NE of the station. OBJECT DISTANCE E 12 feet R.M.No.l 28.68 R.M.No.2 31.58 Plane coordlnates (Pa. N Zone): : y â–  438,588.92 feet. DIRECTION 0°00’00’J0 15 19 30 152 40 20 1,367,519.31 feet; G 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at a point 1.8 miles E of its junction with State Route 78 at a "T" intersection with the township road leading N. The station is 26.84 feet S of the center line of Route 62 and 9 feet S of an E-W fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G 12, 1939", set in top of a 6- by 6- by 30-inch concrete monument whic^i protrudes 6 Inches above the surface. All angles and distances on the main traverse line were taken from an offset station which was only temporarily marked with a stake, and is distant 14.41 feet. Plane coordlnates (Pa. N Zone): x = 1,368,431.30 feet; y « 438,522.91 feet. -JHHfr-iHBBt H 12 (Sandy Lake Township,Pa.Geod.S.,1939)--Located on U.S. Route 62 at a point 2.0 miles E of its junction with State Route 78, this point being 125 paces E of the Sandy Lake Grange Building. The station is 25 feet S of the center line of Route 62 and 107 paces E of a telephone pole on which is inscribed highway statioi 7/81. Station is marked with a Pa. Coordinate System bronze tablet, stamped "H 12, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,369,556.47 feet; y = 438,511.68 feet. 4KHHHKH* J 12 (Sandy Lake Township,Pa.Geod.S., 1939)—Located on U.S. Route 62 at a point 2.3 miles E of Its junction with State Route 78, which point is 65 paces W of a "T" intersection with the town¬ ship road leading N. The station is 25.49 feet N of the center line of Route 62, 13.6 feet NE of the E end of a guard rail, and 23.5 feet E of the E end of a highway culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J 12, 1939", set In top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Reference mark No.l is a nail in a blaze on a 2-foot oak tree which is across the road and S of the station. OBJECT DISTANCE DIRECTION H 12 feet 0o00»00fj0 R.M. 48.19 297 03 20 Plane coordinates (Pa. N Zone): x = 1,370,932.66 feet; y =* 438,915.25 feet. K 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located in the northeastern part of Sandy Lake Township on,the S side of U.S. Route 62 approximately 13,623 feet (2.6 miles) E of Main Street in the Boro of Sandy Lake at the junction of U.S. Route 62, and State Routes 78 and 358, approximately 12 feet W of driveway to E.R. Confer’a residence on S side of highway, 7.79 feet SEJ of telephone pole, 31.78 feet S of approximate center line of high¬ way, and 98.29 feet SE of K 12 OFFSET. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "K 12, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which protrudes 5 inches above the surface. All angles and distances on the main traverse line were measured from an offset station. Plane coordlnates (Pa. N Zone): x - 1,372,613.22 feet; y a 438,522.59 feet. K 12 OFFSET (Sandy Lake Township,Pa.Geod.S.,1939)—Located on S side of U.S. Route 62, 98.29 feet NW of station K 12. (continued on p. 29) T 98-12 29 Line No. 7, continued K 12 OFFSET (continued) Station is marked with a wooden stake with nail, OBJECT DISTANCE DIRECTION J 12 feet 0°00»00fi0 K 12 Mon. 98.29 181 57 01.7 Plane coordinates (Pa. N Zone): x = 1,372,518.27 feet? y = 438,548.01 feet. L 12 (Sandy Lake Township,Pa.Geod.S.,1939)--Located on tr.S. Route 62 at a point 3.15 miles E of its junction with State Route 78, which point is in close proximijiy to the residence of Joseph May. The station is 28.01 feet S of the center line of U.S. Route 62 and 13.42 feet W of a nail in a blaze on a 1-foot walnut tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped, ”L 12, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was marked with a square- headed lag screw cemented in the concrete pavement, the top being flush with the surface, with punchmark denoting the center. The angle at the offset station from K 12 OFFSET to L 12 is 264°16»20”. Distance is 19.49 feet, from L 12 to L 12 OFFSET. Plane coordinates (Pa. N Zone): x = 1,375,615,99 feet; y = 438,501.77 feet. •5HK;- M* 12 (Sandy Lake' Township, Fa.Oeod.S. ,1939)—Located on U.S. Route 62 at a point 3.6 miles E of its junction with State Route 78, which point is across the highway and S of the residence of S.H. Jones. The station.is 15.47 feet S of the S edge of the concrete paving. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”M 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 2 inches above the surface. All angles and distances on the piain traverse line were measured from an offset station which is 1.57 feet N of the S edge of the pavement, and is marked with a square-headed lag screw, cemented in the concrete paving, the top being flush with the surface, with punchmark denoting center. The angle at the offset station from L 12 OFFSET to M 12 is 270c29 *20”• Distance is 17.04 feet from M 12 to M 12 OFFSET. Plane coordinates (Pa. N Zone): x = 1,377,892.41 feet; y = 438,504.73 feet. M 12 INTERMEDIATE (Sandy Lake Township,Pa.Geod.S.,1939)~ This station is a temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,378,729.16 feet; y = 438,551.70 feet. N 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on U.S. Route 62 at' a point 4.0 miles E of its junction with State Route 78. The station is 32.32 feet N of the center line of Route 62, 13.45 feet N by W of a telephone pole on which is inscribed high¬ way station 8/90 and in close proximity to a rail fence corner. Station is marked with.a Pa. Coordinate System bronze tablet, stamped ”N 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,380,069.96 feet; y = 438,833.06 feet. •st*::-**-** P 12 (Sandy Lake Township,Venango. County,Pa.Geod.S.,1939 ) — Located on U.S. Route 62 at a point 4.4 miles E of its junction with State Route 78. The station is 36.06 feet S of the center line of Route 62, 56.9 feet SE of the State Highway Marker designating the Venango- Mercer County line, and 100.6 feet SW of a telephone pole on which is inscribed highway station 0/01. Station is marked with a Pa. Coordinate System bronze tablet, 3tamped ”P 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,382,014.54 feet; y = 439,190.54 feet. •shhhhb:-*- T 98-13 30 CHI TED STATES COAST AMD OEODETIC SIEYEY AND STATE SOR'VEY Second-order Traverse Line No.8 Sandy Lake to Fiddlers Green Q ll (Sandy Lake Boro,Pa.Geod.S.,1939)—Station is located in the Boro of Sandy Lake about 600 feet SW of the Junction of U.S. Route 62 and State Route 78 and is on the NW side of the former, 22.99 feet NW of the center line of pavement, 24.22 feet SE of the SE corner of the residence of Mrs. Vath, 9.39 feet SW of a 20-inch maple tree and 8.21 feet NE of another 20-inch maple tree. Station is marked with a pa. Coordinate System bronze tablet, stamped ”Q-11, 1939”» set ln top of a 6- by 6- by 30-inch con¬ crete monument, flush with the surface. Plane coordinates (Pa. N Zone): x â–  1,359,240.46 feet; y - 438.743-59 ^et. W ll (Stoneboro Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point O.55 mile S of its junction with State Route 845, which point is 64 paces S of a telephone pole on which is inscribed highway station 5/61. The station is on the E side of the highway and 15 feet E of its center line. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”W-11, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with surface. Reference marks No.l and No.2 are brass screws set in drill holes filled with lead both of which are 1 foot in from the E edge of the pavement. OBJECT DISTANCE V ll , feet R.M.No.l 30.29 R.M.No.2 31»17 Plane coordinates (Pa. N Zone): ; y = 431,748.56 feet. DIRECTION 0°00*00?0 190 35 30 345 40 50 1,351,904.36 feet; ******* R ll (Sandy Lake Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 0.4 mile SW of its junction with State Route 78 (Leg. 312) in Sandy Lake. The station is on the SE side of the highway, 18.45 feet SE of its center line and 3.23 feet E of telephone pole 525 and is at the edge of property belonging to B.A. Rhodes. Station is marked with a pa. Coordinate System bronze tablet, stamped "R-ll, 1939”, 8611 in top of a 8- by 6- by 30-inch con¬ crete monument, flush with the surface. Reference mark No.l is a drill hole at center of chiseled cross and is 1 foot in from the SE edge of pavement. Reference mark No.2 is a drill hole at center of chiseled cross and is 1 foot in from the SE edge of pavement. OBJECT DISTANCE DIRECTION 0, ll feet 0°00,00,.’0 R.M.No.l 29.60 217 03 00 R.M.No.2 31*84 355 58 10 Plane coordinates (Pa. N Zone):,* « 1,358,742.05 feet; y - 437,512.84 feet. ******* X ll (Stoneboro Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 0.8 mile S of itsr ^junction with State Route 845. The station is on the E side of the highway, 31.02 feet E of its center line and 48.6 feet S by E of electric pole 40/8. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”X-11, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. All angles and distances-were taken from an offset station which was a wooden hub with nail in top. Plane coordinates (Pa. N Zone): x = l,35°»839-75 feet; y - 430,721.18 feet. ******* ******* S ll (Sandy Lake Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 0.7 mile SW of its junction with State Route 78 (Leg. 312) in Sandy Lake. The station is on the SE side of the highway, 22.3 feet SE of center line of highway, 3.55 feet SW of telephone pole 538 and at the edge of property owned by H.M. Hoffman. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S-ll, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument, wnich protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x â–  1,357,548.44 feet; y » 436,484.00 feet. ******* T ll (Sandy Lake Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 0.5 mile NE of its junction with State Route 845- The station is on the SE side of the highway, 17.4 feet SE of center line of highway and 1.5 feet from a ”VM shaped fence corner enclosing the property belonging to J.S. Myers. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T-ll, 1939”, set in top °f a 8- by 6- by 30-inch con¬ crete monument, which protrudes 2 inches above the surface. Reference mark No.l is a drill hole at the intersection of a chiseled cross and is 1 foot in from the SE edge of concrete pave¬ ment. Reference mark No.2 is a drill hole chiseled cross and is 1 foot in from the pavement. OBJECT DISTANCE S ll feet R.M.No.l 30.17 R.M.No.2 28.96 Plane coordinates (Pa. N Zone): x = y = 435*315-53 feet. at the intersection of a SE edge of the concrete DIRECTION 0°00,00t?0 201 06 00 344 07 50 1,358,337.95 feet; ******* U ll (Stoneboro Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 470 feet NE of its junction with State Route 845. The station is on the NW side of the highway on top of a high bank, 6.27 feet SE of a net wire fence enclosing the Stone¬ boro Fair Grounds and 7.1 feet W of telephone pole 465. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”U-11, 1939”, set in top °f a 8- by 6- by 30-inch con¬ crete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,354,539-81 feet; y = 433,902.55 fa^. V ll (Stoneboro Boro,Pa.Geod.S.,1939)—Station is located on U.S. Route 62 at a point 0.3 mile SW of its junction with State Route 845- The station is at the S edge of property belonging to Benjamin Lewis, 14*99 feet NW of the center line of highway and 21.46 feet S of pole 449-E54. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”V-ll, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot in frqjn the NW edge of the pavement of U.S. Route 62. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is 1 foot in from the NW edge of the pavement of U.S. Route 62. DISTANCE feet 35-65 36.OO (Pa. N Zone): OBJECT U ll R.M.No.l R.M.No.2 Plane coordinates » 432,581.35 feet. DIRECTION 0°00’00”0 14 54 50 171 20 40 1,552,979-95 feet; ******* T 98-14 31 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No.9 Route U.S. 62 to State Route 558, via Stoneboro. Y 14 (Lake Township,Pa.Geod.S.,1939)—Located at the point of intersection of center lines of State Route 845 and U.S. Route 62 which point is near the eastern boundary of Stoneboro• The station is marked with a standard Pa. Coordinate System bronze tablet, stamped "Y 14, 1939”, cemented and countersunk in the concrete pavement, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the apex of the concrete •culvert head wall at the NW corner of the highway intersection. Reference mark No.2 is the center of a valve stem of a fire hydrant which is located in the NE corner of the land occupied by the W.J. Clark family. OBJECT DISTANCE DIRECTION X 14 INTERMEDIATE feet 0°00»00'J0 R.M.No.l 31.10 67 53 20 R.M.No.2 53.92 326 43 20 Plane coordinates (Pa. N Zone) x = 1,354,173.94 feet} y = 433,600.04 feet. X 14 INTERMEDIATE (Lake Township,Pa.Geod.S.,1939)--This is a temporary point only. No description. Plane coordinates (Pa. N Zone) x = 1,353,529.81 feet} y * 434,283.22 feet. X 14 (Lake Township,Pa.Geod.S.,1939)—Located in Stoneboro on the W side of Franklin Street and E of the residence of H*. Engstrom. The station is on the inside of the W curb of Franklin Street and 30.3 feet E of Engstrom*s porch. Station is marked with a Pa. Coordinate System bronze tablet, stamped "X 14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the W curb of Franklin Street and approximately at the angle point in curb. Reference mark No.2 Is marked the same as No.l and is in the W curb of Franklin Street and N of the station. OBJECT W 14 R.M.No.l R.M .No.2 Plane DISTANCE feet 23.30 23.95 DIRECTION O^O’OO’IO 163 56 05 351 27 10 coordinates (Pa. N Zone) x = 1,353,277.30 feet} y = 434,654.88 feet. W 14 (Lake Township,Pa.Geod.S.,1939)--Located in Stoneboro at the intersection of center lines of Franklin and Linden Streets. This station was previously established, most probably by the Boro of Stoneboro and is marked with a l/2-inch brass pin cemented in the pavement, the top of which is flush with the surface and has punchmark denoting center. . Reference mark No.l Is a drill hole in the E end of .the bridge sidewalk on the S side of Linden Street. Reference, mark No.2 is a similar mark and Is in the S end of the bridge sidewalk on the N side of Linden Street. OBJECT DISTANCE DIRECTION V 14 feet 0°00*00?0 R.M.No.l 33.44 29 49 40 R.M.NO.2 33.33 330 35 10 Plane coordinates (Pa. N Zone) x = 1,353,273.20 feet} y = 436,231.78 feet.- •a****## V 14 (Lake Township,Pa.Geod.S., 1939)—Located in Stoneboro at the W end of Linden Street (State Route 845). The station is 20.91 feet S of the center line of Linden Street, 53.78 feet SW of the SW corner of T.A. McGuire*s porch, 25.69 feet NW of a nail in a blaze on a 10-inch walnut'tree, and 29.86 feet E of a nail In a blaze on an 18-Inch cucumber tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V 14, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT DISTANCE DIRECTION U 14 ' feet 0°00»00?0 SW Cor. of porch of T.A. McGuire*s residence 53.78 77 54 00 Plane coordinates (Pa. N Zone) x = 1,351,177.89 feet} y = 436,208.98 feet. T 14 (Lake Township,Pa.Geod.S.,1939)—Located on State Route 845 at a point 1.3 miles S of its junction with State Route 358 which point is between fWo dirt roads leading NE off the main highway. The station is 30*17 feet E of the center line of State Route 845} 71.6 feet E and S from the SE corner of a highway culvert head wall, 55.4 feet SE of a highway stop sign, and 42 feet NW from approximate center line of a dirt road. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T 14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface• Plane coordinates (Pa. N Zone) x = 1,349,792.21 feet} y = 438,781.68 feet. S 14 INTERMEDIATE (Lake Township,Pa.Geod.S., 1939)—This is a temporary point only. No description. Plane coordinates (Pa. N Zone) x = 1,349,536.56 feet; y —■ 439,369.93 feet. S 14 (Lake Township,Pa.Geod.S.,1939)--Located on State Route 845 at a point 1.1 miles S of Its junction with State Route 358• The station is 18.85 feet S of the center line of the highway, 54.2 feet SW of the nearest point of a highway culvert head wall, and 53 feet N of a highway crossing sign. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S 14, 1939", set in top of a 6- by 6- by 42-inch concrete monument, which protrudes 8 inches above the surface• Plane coordinates (Pa. N Zone) x - 1,349,169.21 feet; y = 439,722.22 feet* R 14 INTERMEDIATE (Lake. Township,Pa.Geod.§., 1939)--This Is a temporary point only. No description. Plane coordinates (Pa. N Zone) x = 1,348,666.22 feet; 440,270.25 feet. R 14 (Lake Township,Pa.Geod.S.,1939)--Located on State Route 845 at a point 0.9 mile S of its junction with State Route 358 which^point is across the highway and SW of the residence of Bev. Thompson. The station is 29.70 feet W of the center line of the highway, 138 feet N of a wire fence corner, 212 feet S of an electric power pole, and 226 feet SW of the SW end of a guard rail. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R 14, 1939" set in top of a 6- by 6- by 30-inch concrete monument, wnich protrudes 6 inches above the surface• Plane coordinates (Pa. N Zone) x = 1,348,438.64 feet} y = 440,776.78 feet. -JHHBHHBS- Q 14 (Lake Township,Pa.Geod.S.,1939)--Located on State Route 845 at a point 0.7 mile S of its junction with State Route 358• The station is 31.2 feet E of the center line of State Route 845, 34.4 feet NE of the NE comer of the highway culvert head wall, 23 feet W of a 10-inch hickory tree, and 3 feet W of a fence oorner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Q, 14, 1939", set in top of a 6- by 6- by 42-inch concrete monument, which protrudes 8 inches above the surface• Reference mark is a nail in a blaze on a 10-inch hickory tree • OBJECT DISTANCE DIRECTION P 14 feet 0°00*00’i0 R.M. (10-inch hickory tree) 23.56 113 34 07.5 Plane coordinates (Pa. N Zone) x *= 1,348,607.73 feet; y = 441,717.35 feet. P 14 (Lake Township,Pa.Good.S.,1939)—Located on State Route 845 at a point 0.4 mile S of its junction with State Route 358• The station is 25.40 feet E of the center line of State Route 845, 76.4 feet N of a metal highway marker designating station 0/40 and 58.0 feet N of telephone pole CT 6. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P 14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface• Plane coordinates (Pa. N Zone) x = 1,348,760.87 feet; y = 443,246.93 feet. U 14 (Lake Township,Pa.Geod.S*,1939)—Located on State Route 845 at a point 1.5 miles S of Its junction with State Route 358• The station is 34.42 feet W of the center line of State Route 845, 84.53 feet NE of the NE corner of the C.P. Hines residence, and 40.28 feet E of the SE comer of the Mrs. Etta Hines residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U 14, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface• OBJECT DISTANCE DIRECTION T 14 feet 0o00*00’i0 SE Cor. Etta Hines' house 40.28 266 20 00 Plane coordinates (Pa. N Zone) x = 1,349,769.99 feet} y = 437,734.95 feet. T 98-15 32 UNITED STATES COAST AND OEODETIC SUHVEY AND STATE SURVEY Second-order Traverse Line No.10 Sand?/- Lake to U»S. Highway 19 W 12 (Sandy Lake Township,Pa^Geod.S.,1939)--Located in Sandy Lake Borough on State Route 358 at a point l/4 mile W of its junction with State Route 78. The station is 30.65 feet S of the center line of Route 358 and 80.58 feet W of the NW comer of the Village Inn. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. OBJECT DISTANCE DIRECTION Y ll OFFSET feet 0°00'00'l0 NE cor. of Village Inn 80.58 28 47 10 Plane coordinates (Pa. N Zone): x = 1,358,302.57 feet; y = 440,041.79 feet. ******* X 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located in Sandy Lake Borough on State Route 358 at a point 0.6 mile W of its junction with State Route 78. The station is 29.31 feet S of the center line of Route 358. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped ”X 12, 1939”, cemented and countersunk in the highway culvert head wall. Plane coordinates (Pa. N Zone): x = 1,356,633.56 feet; y = 440,761.58 feet. ******* Y 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 0.75 mile W of its junction with State Route 78. The station is on the summit of a high bank on the SW side of the highway on property belonging to C.L. Gadsby. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”Y 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. Reference mark is a drill hole filled with lead with brass screw in center and is in a very large field stone SE of the station. OBJECT X 12 R.M. Plane coordinates (Pa, y = 441,360.53 feet. DISTANCE feet 36.60 N Zone): x DIRECTION 0°00'00’i0 347 48 20 1,356,193.38 feet; ******* Y 12 INTERMEDIATE (Sandy Lake Township, Pa. Geod. S., 1939 ) — This is a temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,355,722.18 feet; y = 441,890.97 feet. Z 12 (Sandy Lake Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 1.2 miles NW of its junction with State Route 78. The station is 26.63 feet SW of the center line of Route 358. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”Z 12, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Reference mark is a drill hole filled with lead with brass screw in center and is in a highway culvert head wall NW of the station. OBJECT DISTANCE DIRECTION A 12 feet 0°00»00'J0 R.M. 43.34 6 54 50 Plane coordinates (Pa. N Zone): x = 1,354,308.33 feet; y = 442,544.66 feet. ******* A 13 (Lake Township,Pa.Geod.S.,1939)—Located on State Route 353 at a point 1.4 miles NW of its junction with State Route 78. The station is 27.25 feet NE of the center line of Route 358. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”A 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot SW of the SW edge of the con¬ crete paving and S of the station. Reference mark No.2 is marked the same as No.l and is W of the station. DISTANCE feet 37.39 37.68 OBJECT Z 12 R.M.No.l R.M.No.2 Plane coordinates (Pa. N Zone): y = 443,152.47 feet. DIRECTION 0°00»00’J0 28 41 00 146 10 50 1,353,195.29 feet; ******* B 13 (Lake Township,Pa.Geod.S.,1939)--Located on State Route 358 at a point 1.8 miles NW of its junction with State Route 78. The station is 22.08 feet SW of the center line of the highway and 1.13 feet SW of a metal highway station marker designating station 2/32. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”B 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center, and is 1 foot NE of the SW edge of the paving and N of the station. Reference mark No.2 is marked the same as No.l, and is E of the station. DISTANCE feet 35.33 42.87 N Zone): : OBJECT A 13 R.M.No.l R.M.No.2 Plane coordinates (Pa y = 443,986.26 feet. DIRECTION 0°00»OO’J 0 204 55 00 342 22 20 1,351,389.89 feet; stamped ”C 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which is flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is 1 foot NE of the SW edge of the paving and N of the station. Reference mark No.2 is marked the same as No.l, and is 1 foot NE of the SW edge of the paving and E of ,the station. OBJECT DISTANCE DIRECTION B 13 feet 0°00»0050 R.M.No.l 40.96 205 41 50 R.M.No.2 35.63 331 38 00 Plane coordinates (Pa. N Zone): x * 1,349,447.44 feet; y - 444,938.83 feet. ******* D 13 (Lake Township,Pa.Geod.S.,1939)--Located on State Route 358 at its junction with State Route 845, 2.35 miles NW of the junction of routes in Sandy Lake. The station is located at the intersection of center lines. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”D 13, 1939”, cemented and countersunk in the concrete paving. Reference mark No.l is a drill hole filled with lead with brass screw in center and is located in the pavement near the E edge of Route 845. Reference mark No.2 is marked the same as No.l and is located on the W edge of Route 845. OBJECT C 13 R.M.No.l R.M.No.2 Plane coordinates (Pa, y =* 445,336.64 feet. DISTANCE feet 58.60 28.70, N Zone): x DIRECTION 0o00»00'.'0 35 26 50 127 05 30 1,348,828.04 feet; ******* j E 13 (Lake Township,Pa.Geod.S., 1939)— Locate4 on State Route 358 at a point 2.55 miles NW of its junction withUState Route 78. The station is 16.81 feet SW of the center line or the pavement (Route 358) and 1.5 feet S of a metal highway station marker desig¬ nating station l/92. Station JLs marked with a Pa. Coordinate System bronze tablet, stamped ”E 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 5 inches above the surface. Referencemarks No.l and No.2 are drill holes filled with lead with brass screws in centers,and are within 1 foot NE of the NW edge of the pavement. \ OBJECT v DISTANCE D 13 feet R.M.No.l 36.66 R.M.No.2 38.44 Lightning rod on bam Plane coordinates (Pa. N Zone): x y * 445,987.36 feet. DIRECTION 0°00»00!I0 197 06 20 349 19 30 190 29 30 1,347,997.18 feet; ******* F 13 (Lake Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 2.8 miles NW of its junction with State Route 78. The station is 32.49 feet SW of the center line of Route 358, 51.50 feet E of the E corner of the Homer Reece residence and 14.35 feet S of a 30-inch oak tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”F 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. All angles and distances on the main traverse line were taken from an offset station which was marked with a square-headed lag screw cemented in the concrete paving, the top being flush with the surface, with punchmark denoting the center. This point is 14 inches SW of the NE edge of the pavement, and 40.13 feet E of the station. Plane coordinates (Pa. N Zone): x * 1,347,136.04 feet; y = 446,714.01 feet. F 13 INTERMEDIATE (Lake Township,Pa.Geod.S.,1939 )—This is a temporary point only* No description. Plane coordinates (Pa. N Zone): x * 1,347,200.53 feet; y = 447,390.65 feet. G 13 (New Vernon Township,Pa.Geod.S.,1939)--Located on town¬ ship road l/4 mile N of its Junction with State Route 358, which point is 2.8 miles NW of junction of State Routes 78 and 358. The station is on the E side of the township road, on property belong¬ ing to a Mrs. Pringle and is 105.6 feet S of the dividing line between the Prindie and the Elliott properties. The station is in the fence line along the E side of the road and is 61 feet S of a 2-foot oak tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G 13, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which is 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was marked with a 2- by 3-inch wooden hub in the approximate center line of the road, and is 21.00 feet distant. Plane coordinates (Pa. N Zone): x * 1,347,382.73 feet; y =* 448,660.82 feet. H 13 (New Vernon Township,Pa.Geod.S., 1939)—Located on town¬ ship road 0.65 mile N of its junction with State Route 358, which point is 2.8 miles NW of junction of State Routes 78 and 358. The station is 95 paces N of the cement walk leading to the resi¬ dence of A. F. Elliott, 121 feet NE of the SE comer of Elliott's barnyard, and 44 feet SE of the NE corner of Elliott*s barnyard. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”H 13, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument, which protrudes 6 Inches above the surface. Plane coordinates (Pa. N Zone): x =* 1,347,571.04 feet; y = 450,673.22 feet. C 13 (Lake Township,Pa.Geocu S., 1939 )— Located on State Route 358 at a point 2.2 miles NW of its junction with State Route 78. The station is 25.17 feet SW of the center line of Route 358, and 52 paces NY/ of a metal highway station marker designating station 2/11. Station is marked with a Pa. Coordinate System bronze tablet, ******* Z 14 (New Vernon Township, Pa.Geod.S. ,1939)— Located on State Route 358 at a point 5.3 miles SE of its Junction with TJ.S. Route 19. The station is 28.68 feet SW of the center line of the high- v/ay, and is marked with a Pa. Coordinate System bronze tablet, stamped ”Z 14, 1939”, set In top of a 6- by 6- by 30-inch concrete (continued on p. 33) T 98-16 33 Line No.10, continued Z 14 (continued) : monument which protrudes 6 inches above the surface. Reference mark No.l is a nail in a blaze in a 6-inch oak tree and is SE of the station. Reference mark No.2 is a nail in a blaze in a 6-inch cucumber tree and is NW of the station. These reference marks are identical to those described in the station description of Z 14 OFFSET, and the distances from the station are 30.30 feet, and 14.20 feet respectively. All angles and dis¬ tances on the main traverse line were measured from the offset station. For further detail see Z 14 OFFSET. Plane coordinates (Pa. N Zone): x = 1,344,709.30 feet; y = 448,825.94 feet. Z 14 OFFSET (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 5.3 miles SE of its junction with U.S. Route 19. The station is in the center line of State Route 358 and is marked with a square-headed lag_§crew cemented in the concrete paving, with its top flush with the surface, and punch- mark denoting center. Reference mark No.l is a nail in a blaze in a 6-inch oak tree, which is SE of the station. Reference mark No.2 is a nail in a blaze in a 6-inch cucumber tree, which is W of the station. All angles and distances on the main traverse line were measured from this point. For further detail, see description of Z 14. OBJECT DISTANCE DIRECTION F 13 OFFSET feet 0°00»00fj0 R.M.No.l 44.38 33 54 20 R.M.No.2 31.01 117 40 10 Z 14 28.62 90 32 01.7 Plane coordinates (Pa. N Zone): x = 1,344,728.21 feet; y = 448,847.42 feet. A 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358, at a point 4.75 miles SE of its junction with U.S. Route 19. The station is 31.2 feet NE of the center line of the highway, on property owned by J.P. Slater. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A 15, 1939”, set In top of a 6- by 6- bye 42-inch concrete monument which protrudes 10 inches above the surface. Reference mark No.l is a drill hole filled with lead, with surveyor*s tack in center, in a field stone which is 3 feet in diameter, and is NW of the station. Reference mark No.2 is a blaze with a nail in center on a 10-inch hickory tree, and is NE of the station. OBJECT Z 14 OFFSET R.M.No.l R.M.No.2 Plane coordinates y = 450,693.45 feet. (Pa. DISTANCE DIRECTION feet 0°00»00’i0 29.22 176 00 45 16.36 249 57 45 N Zone): x = 1,342,650.03 feet; OBJECT F 15 A. Voorhies Silo (finial) Plane coordinates (Pa. N Zone) y = 454,557.43 feet. DIRECTION o°oo«oo2o 95 46 45 x = 1,337,409.67 feet; F 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 3.25 miles SE of its junction with U.S.Route 19».._ The station Is 24.82 feet NE of the center line of the high¬ way and 15.8 feet NE of the E end of a highway guard rail along the N 3ide of highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”F 15, 1939”, set in top of a 6- by 6- by 30-Inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead, with surveyor*s tack in center, and is about 1 foot in from the NE edge of the pavement, and SE of the station. Reference mark No.*** la marked the same as No.l and is in a highway culvert head wall and W of the station. OBJECT E 15 R.M.No.l R.M.No.2 Plane coordinates (Pa, y = 455,283.68 feet. DISTANCE feet 41.50 49.83 N Zone): x DIRECTION 0°00»00'J0 14 10 15 158 13 25 = 1,336,596.57 feet; F 15 INTERMEDIATE (New Vernon Township,Pa.Geod.S.,1939)-- Temporary point only. No description. Plane coordinates (Pa. N Zone): x - 1,336,045.45 feet; y = 455,478.69 feet. â– JHKC--***-* G 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 3.0 miles SE of Its junction with U.S. Route 19. The station is 20.4 feet N of the center line of Route 358, and 3.6 feet W of the W end of a concrete highway head wall bear¬ ing highway station No. 284+48. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”G 15, 1939”, set in the top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Reference mark No.l is a drill hole filled with lead, with surveyor*s tack in center, and is 1 foot S of the S edge of the concrete paving. Reference mark No.2 is marked the same as No.l and is SW of the station. OBJECT F 15 INTERMEDIATE R.M.No.l R.M.No.2 Plane coordinates y = 455,649.01 feet. DISTANCE feet DIRECTION 0°00» 00*10 32.04 22 32 30 32.87 158 14 35 (Pa. N Zone): x = 1,335,235.81 feet; B 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 4.35 miles SE of its junction with U.S. Route 19. The station is in a fence corner on the NE side of the high¬ way, 46.4 feet NE of a metal highway marker designating station l/Ol; the station is 29.3 feet NE of the center line of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”B 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark is a drill hole filled with lead, with surveyor's tack in center, in a sandstone boulder 2 feet in diameter, which is on the SW side of the road and 51.34 feet S of the station. All angles and distances on the main traverse line were measured from an offset station which was only temporarily marked with a stake. Plane coordinates (Pa. N Zone): x = 1,340,933.10 feet; y = 451,681.37 feet. C 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 4.15 miles SE of its junction with U.S. Route 19. The station is 37.82 feet S of the center line of the high¬ way, 42.7 feet SE of a metal highway marker designating station 0/91, and 22.6 feet E of an electric power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”C 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead, with surveyor’s tack in center, and is 1 foot NE of the SW edge of the oavement, and E of the station. OBJECT DISTANCE B 15 OFFSET feet R.M.No.l 46.65 R.M.No.2 42.71 Plane coordinates (Pa. N Zone): , y = 452,141.55 feet. DIRECTION o°oo*oo’io 329 10 20 216 18 20 1,340,075.44 feet; ******** D 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358, at a point 3.75 miles SE of Its junction with U.S. Route 19. The station is on the NE side of the highway, 31 feet from its center line, 66 paces NE of a driveway leading to the residence of Mrs. R.E. Rhulman, 9 feet NW of \the NW end of a cul¬ vert head wall, and 48 feet NE of a metal highway station marker designating station 0/70. Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”D 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 Inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was only temporarily marked with a stake. Plane coordinates (Pa. N Zone): x = 1,338,621.85 feet; y = 453,517.54 feet. E 15 (New Vernon Township,Pa.Geod.S.,1939)—Located on State Route 358, at a point 3.4 miles SE of its junction with U.S. Route 19. This point is at the intersection of Routes 358 and 43046. The station is marked with a Pa. Coordinate System bronze tablet, stamped ”E 15, 1939”, cemented and countersunk in the center line of Route 358, and approximately at the intersection of center line of Route 43046. -&**-****- H 15 (Perry Township,Pa.Geod.S.,1939)--Located on State Route 358 at a point 2.4 miles SE of its junction with U.S. Route 19, which place is locally known as Clarks Mills. The station is 26.4 feet W of the center line of Route 358, 11.2 feet S of the center line of a dead ended portion of Route 358, 4.1 feet N of a railway traffic signal flasher, 29*1 feet E of a metal highway station marker designating station 0; 63*32 feet SE of the SE corner of a garage and 55.5 feet S of the SN comer of T.H. Jones* store. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”H 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. OBJECT G 15 R.M.No.l (Garage corner) R.M.No.2 (store corner) Plane coordinates (Pa. y = 456,237,87 feet. DISTANCE feet 63.32 55.48 DIRECTION 0°00» 00*10 216 28 20 274 16 50 N Zone): x * 1,332,265.10 feet; J 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 2.2 miles SE of its junction with U.S. Route 19. The station is 31.6 feet S of the center line of Route 358, 46.06 feet NW of the NW corner of the M.E. Church, and 4.6 feet W of a 12-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”J 15, 1939”,set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. OBJECT DISTANCE DIRECTION H 15 feet 0°00'00"0 R.M. (Church corner) 46.06 27 28 50 Plane coordinates (Pa. N Zone): x = 1,331,355.37 feet; y = 456,118.18 feet. K 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 2.05 miles SE of its junction with U.S. Route 19, at which point the highway makes a right-angle bend. The station is 84.0 feet NW of the center line of the highway, 6.8 feet N of a metal highway station marker designating highway station 2/50, 116.8 feet N by E of the NE corner of an old house. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”K 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. OBJECT DISTANCE DIRECTION J 15 feet 0°00'00 ",0 Church Spire, M.E. Church Clarks Mills 1 51 40 NE corner house 116.84 136 13 25 Plane coordinates (Pa, N Zone): x = 1,330,630.62 feet; y s 456,105.45 feet. L 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 1.85 miles SE of its junction with U.S. Route 19. The station is 19.7 feet W of the center line of State Rout9 358, 3.4 feet SE of the comer of the pasture fence, and 6.4 feet SW of the SW corner of a concrete highway culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”L 15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. (continued on p. 34) T 98-17 34 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No,10, continued (L 15 continued) OBJECT DIRECTION K 15 0°00‘00’J0 Church Spire 41 ll 50 Plane coordinates (Pa. N Zone): x = 1,330,684.08 feet; y = 455,167.91 feet. Sandy Lake to TJ.S. Highway 19. Reference mark is a nail in a blaze on a 12-inch oak tree, which is NW of the station and 7.22 feet distant. OBJECT DISTANCE DIRECTION S 15 feet 0°00»00’.'0 Flagpole, Camp Perr\ 153 08 15 R.M. (Nail in blaze) 7.22 Plane coordinates (Pa. N Zone): x - 1,324,423.38 feet; y = 457,547.11 feet. ^HHKKHKS- M 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 1.7 miles SE of its junction with U.S. Route 19. The station is located in the N apex of a triangular plot of ground owned by Mr. W.H. Curry, and is 133.5 feet NE of the NE corner of his bam, 4.8 feet E of a metal highway station marker designating station 2/30, and 22 feet S of the center line of State Route 358. Station is marked with a Pa. Coordinate System bronze tablet, stamped "M 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,330,790.82 feet; y = 454,124.85 feet. N 15 (Perry Township,Pa.Ceod.S.,1939)--Located on State Route 358 at a point 1.5 miles SE of its junction with TJ.S. Route 19. The station is 21.39 feet N of the center line of Route 358, and 42.9 feet W of the S gate post of Vi'.H. Curry’s cattle lane. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. OBJECT DIRECTION M 15 0o00'00'.’0 Methodist Episcopal Church spire 320 47 20 Plane coordinates (Pa. N Zone): x = 1,329,770.63 feet; y = 453,859.21 feet. -xshhkkh:- P 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358, at a point 1.3 miles SE of its junction with U.S. Route 19. The station is 54.44 feet S of the center line of State Route 358, 71.11 feet W of the NW corner of the No.3 District School, and 69.5 feet W of the School's flagpole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P 15, 1939", set in the top of a 6- by 6- by 42-inch con¬ crete monument which protrudes 8 inches above the surface. OBJECT DISTANCE DIRECTION N 15 feet 0°00'00,.,0 NW corner No.3 school 76.11 18 46 40 Plane coordinates (Pa. N Zone): x = 1,328,958.13 feet; y = 453,799.24 feet. Q, 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 0.8 mile SE of its junction with U.S. Route 19. The station is 17.1 feet NE of the center line of Route 358, and 4.1 feet E of telephone pole No. CT 30. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Q, 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was only temporarily marked with a wooden stake* and is 141.50 feet distant. Plane coordinates (Pa. N Zone): x = 1,326,890.15 feet; y = 455,092.47 feet. R 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 0,6 mile SE of its junction with U.S. Route 19. The station is 20 feet NE of the center line of Route 358, 3.6 feet E of telephone pole No. CT 24, and approximately N of a driveway leading to the residence of W.L. Mills. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an off¬ set station which was only temporarily marked with a wooden stake. Plane coordinates (Pa, N Zone): x = 1,326,207.75 feet; y = 455,478.01 feet. R 15 INTERMEDIATE (Perry Township,Pa.Geod.S.,1939)—Temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,325,741.51 feet; y = 455,863.81 feet. •5hhh:--5hh;- S 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358, at a point 0.3 mile SE of its junction with U.S. Route 19. The station is 18.32 feet NE of the center line of Route 358, 130 feet SE of the walk leading to the residence of R. Sickler; 162 feet SE of a telephone pole on which is inscribed highway station 1/60, 2.98 feet N of telephone pole No. CT 13, and 25.40 feet SW of a reference mark which is a nail in a blaze on a 14-inch apple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. OBJECT DISTANCE DIRECTION T 15 feet 0°00'00,.,0 R.M.No.l 25.40 107 38 05 Plane coordinates (Pa. N Zone): x = 1,325,097.09 feet; y = 456,743.85 feet. T 15 (Perry Township,Pa.Geod.S.,1939)—Located on State Route 358 at a point 0.1 mile SE of its junction with U.S. Route 19. The station is 24.97 feet NE of the center line of Route 358. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T 15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which is 6 inches above the surface. T 98-18 35 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traversa Line No. ll Mercer to Meroer-Crawford County Line P. I. (POINT OF INTERSECTION JORXER STREET AND FAIRGROUNDS ROAD) (Mercer Boro,Pa. Geod.S.,1959)—This point is a houndary corner for the Boro of Mercer and also a corner for the townships of Findley and Cool Spring, and was established by using recent data of the Pennsylvania Highway Department Survey of the Fair- grounds Road and the existing survey data for U.S. Routes 19 and 62, (Forker Street). Th© point is marked with a 1-inch iron pipe, filled with cement with bronze pin in center, which is flush with the new paving of the Fairgrounds Road. For further details see description of station BL 5. Plane coordinates (Pa. N Zone): x * 1,515,714.66 feet; y » 598,985.52 feet. ******* BL-5 (Cool Spring Township,Pa.Geod.S.,1959)—Located in the SE portion of the intersection of U.S. Routes 19 and 62 with the Fairgrounds Road. The station is 35.0 feet N of the N end of the E bridge parapet spaning a small run, 63 feet SW of the SW end of a concrete gas pump foundation belonging to the gas station at the NE corner of intersection, 2.35 feet SE of the SE edge of the con¬ crete paving of Route 62, and 32.65 feet NW of a telephone pole on which is inscribed highway station 0/00. The center line intersection of Routes 19 and 62 (Forker Street), and the Fairground Road, was established and marked with a 1-inch iron pipe filled with concrete with bronze pin in center, the top of mark now being flush with the new paving of the Fair¬ ground Road. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-5, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which is 0.2 foot below the surface. OBJECT DISTANCE DIRECTION BL-4 feet 0*00*0070 P.I.,Forker Street, Fairgrounds Road 9.64 183 03 43.5 H.M. (bridge parapet) 35.00 336 53 10 Plane coordinates (Pa. N Zone): x * 1,315,711.12 feet; y * 398,976.55 feet. ******* S-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 0.85 mile N of its junction with West Market Street in Meroer. The station is on the E side of the highway and in the property line dividing properties of John Wasser and Smrys Davis. The station Is 56.53 feet E of the center line of Route 19 and 134.85 feet NE of the NE corner of the T.W. Ring residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distanoes on the main traverse line were measured from an offset station, 45.38 feet distant, located on the E side of the pavement 1.2 feet E of its E edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with a piece of 3/4-inch galvanized-angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surfaoe. Punchmark in apex of angle steel denotes center. The angle at the offset station from R-17 INTERMEDIATE to S-17 is 91*25*30". Plane coordinates (Pa. N Zone): x * 1,315,768.58 feet; y - 400,656.95 feet. ******* R-17 INTERMEDIATE (Cool Spring Township,Pa.Geod.S.,1939)— Temporary point only. No description. Plane coordinates (Pa. N Zone): x - 1,315,732.13 feet; y = 401,896.95 feet. ******* R-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 1.25 miles N of its junction with West Market Street in Mercer, near the residence of W.C. Miles. The station is 57.00 feet 7/ of the center lins of Route 19, 47.83 feet NE of the NE corner of the Miles* residence, and on the N side of drive¬ way. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station, 57.00 feet distant, located on the E side of the pavement 1.7 feet E of its E edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. The angle at the offset station from "Q-17 OFFSET to R-17 is 275*31*20". Plane coordinates (Pa. N Zone): x - 1,315,681.28 feet; y * 402,698.41 feet. ******* 0,-17 (Cool Spring Township,Pa.Geod.S. ,1939)—Located on U.S. Route 19 at a point 1.9 miles N of its junction with West Market Street in Mercer, on the S side of the drivsway leading to the Eastview Farm. The station is 45.1 feet W of the center line of Route 19, 22.7 feet NW of an electric power pole, and 62.57 feet S of the SE corner of the Eastview Farm residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "0,-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which is flush with the surfaoe. All angles and distances on the main traverse line were measured from an offset station, 56.49 feet distant, located on the E side of the pavement 1.4 feet E of its ^ edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with an iron bolt driven in the highway berm until its top is flush with the surface. Punchmark in apex of iron bolt denotes center. The angle at the offset station from P-17 OFFSET to Q-17 is 271*12*30". Plane coordinates (Pa. N Zone): x «. 1,315,705.55 feet; y = 406,130.77 feet. ******* P-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 2.2 miles N of its junction with West Market Street in Mercer, near the residence of C.J. North, and at a cross¬ roads. The station is on the W side of the highway on the inside of a wire fence, 45.82 feet W of the center line of Route 19, and 51 feet S of an electric power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument, which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station, 60.73 feet distant, located in the approximate center line of Township Road 539, and 11.33 feet E of the center line of Route 19. Offset station Is marked with a piece of 3/4-inoh galvanized angle steel, 18 inches in length, driven in the highway berm until its top is 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. The angle at the offset station from M-17 OFFSET to P-17 is 250*00*30". Plane coordinates (Pa. N Zone): x « 1,315,715.75 feet; y - 407,677.76 feet. ******* N-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 2.8 miles N of its junction with West Market Street in Mercer, near the residence of S.W. Swickard. The station is on the W side of the highway S of Swickard’s driveway, 45.75 feet W of the center line of Route 19, and on the N side of a rail fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N-17, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from the offset station, 61.66 feet distant, located on the E side of the pavement 1 foot E of its E edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with-a piece of 3/4-inch galvanized angl© steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. The angle at the offset station from M-17 OFFSET to M-17 is 246° 53*. Plane coordinates (Pa. N Zone): x = 1,315,740.69 feet; y * 410,952.21 feet. ******* M-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3.Q miles N of its junction with West Market Street in Mercer. The station is 30.35 feet W of the center line of Route 19, 3 feet N of a telephone pole on which is inscribed highway station l/90, and 90.6 feet N of the N end of culvert at highway station 361+00. Station is marked with a Pa. Coordinate System bronze tablet, stamped "M-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from the offset station, 61.00 feet distant, located on the E side of the pavement 1 foot E of its E edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes oenter. The angle at the offset station from N-17 OFFSET to M-17 is 44*32*30". Plan® ooordlnates (Pa. N Zone): x * 1,315,822.05 feet; y - 416,083.66 feet. ******* L-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.3 miles N of its junction with West Market Street in Mercer, across the highway and E of the residence of Mrs. Molly Craig. The station is 43.2o feet E of the center line of the highway, 8.91 feet V/ of the W rail of the Bessemer and Lake Erie Railroad track. Station is marked with a Pa. Coordinate System bronze tablet, stamped "L-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from the offset station, 36.66 feet distant, located on the E side of the pavement 1 foot E of its E edge. There is an arrow chiseled in the concrete pavement with its point even with the edge of paving and pointing towards the offset station, which is marked with a piecs of 3/4-inch angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. The angle at the offset station from J-17 to L-17 is 118*13’50". Plane coordinates (Pa. N Zone):, x = 1,315,895.00 feet; y - 418,854.94 feet. ******* J-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.9 miles N of its junction with West Market Street in Mercer, which point is at the junction of Route 19 and Township Road 695 at Cool Springs. The station i3 151 feet E of the center line of Route 19, and in the approximate line with the extension of center line of Township Road 695, 119,8 feet SE of the SE end of the bridge railing, 181.1 feet S of the SW corner of the new gasoline station which is located on the E side of Route 19. and 19.3 feet W of the W rail of the Bessemer and Lake Erie Railroad track. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which is flush with the surface. Plane coordinates (Pa. N Zone): x = 1,314,884.44 feet; y - 421,910.77 feet. ******* T 98-19 36 Line No.* ll. continued K-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on Town¬ ship Road 695, 0.45 mile W of U.S. Route 19 at a point 4.9 miles N of the junction of Route 19 with Market Street in Mercer. Sta¬ tion is 15.00 feet N of center of township road No. 695, 8.00 feet E of center of W.J. Hurley’s lane, and 199.86 feet NW of offset station. Station is marked with a standard Pa. Coordinate System tab¬ let, set in concrete monument flush with surface. All angles and distances were measured from offset station which is 199.86 feet distant. Offset station is a temporary point only. No description thereof. Plane ooordinates (Pa. N Zone): x = 1,313,283.54 feet; y « 421,870.40 feet. ******* H-17 (Cool Spring Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 5.2 miles N of its junction with West Market Street in Mercer, and on the summit above the road at the N end of an underpass. The station is 28.59 feet E of the E rail of the Bessemer and Lake Erie Railroad track, 100.04 feet E of an iron bolt in the N end of the E wing wall of the highway underpass, 187.32 feet NE of U.S.C.& G.S. Bench Mark, B 63, which is in the N end of the W wing wall. 1 Station is marked with a Pa. Coordinate System bronze tablet, stamped "H-17, 1939”, set in the top of a 6- by 6- by 30-inoh con¬ crete monument which protrudes 6 inches above the surface. OBJECT DISTANCE G-17 feet R.M. (iron bolt) 100.04 U.S.C.& G.S. B.M. B 63 187.32 Plane ooordinates (Pa. N Zone): x y * 423,583.39 feet. DIRECTION 0°00*00?0 144 02 30 153 30 20 1,315,950.48 feet; ******* G-17 (Fairview Township,Pa.Geod.S. ,1939)—Located on U.S. Route 19 at a point 5.5 miles N of its junotion with West Market Street in Mercer, which point is about 0.2 mile NE of a railway underpass. The station is 36.25 feet SE of the center line of Route 19, 4 feet SE of the extended center line of an old dirt road, and 21.6 feet SE of the end of a guard rail along the SE side of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. Plane ooordinates (Pa. N Zone): x = 1,316,959.21 feet; y - 424,594.63 feet. 41****** F-17 (Fairview Township,Pa.Geod.S.,1939)—Looated on U.S. Route 19 at a point 5.75 miles N of its junction with West Market Street in Mercer. The station is marked with a standard Pa. Coordinate System bronze tablet, cemented and countersunk in the floor of a concrete highway bridge, and is 38.61 feet, 5.04 feet, and 15.09 feet from the NW, NE and SE corners of the bridge parapet respectively. Plane ooordinates (Pa. N Zone): x = 1,317,529.94 feet; y * 425,680.61 feet. ******* E-17 (Fairview Township,Pa.Geod.S. ,1939)—Located on U.S. Route 19 at a point 6.2 miles N of its junction with West Market Street in Mercer. The station is 39.46 feet W of the center line of the highway and 52.2 feet S of a telephon^ pole on which is inscribed highway station 3/15. Station is marked with a Pa, Coordinate System bronze tablet, stamped "E-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from the offset station. For further detail see descrip¬ tion of E-17 OFFSET. Plane ooordinates (Pa. N Zone): x â–  1,317,-995.30 feet; y - 427,954.96 feet. , E-17 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 6.2 miles N of its junction with West Market Street in Mercer. Station is 11.02 feet W of the center line of the highway, 1 foot W of its W edge, and 90.7 feet N of the N end of a highway culvert head wall. There is an arrow chiseled in the concrete pavement with its point even with the edge of the pavement and pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were measured from this station. For further detail, see description of E-17. OBJECT DISTANCE DIRECTION F-17 feet 0°00*00?0 E-17 40.46 87 05 45 Plane'ooordinates IPa. N Zone): x » 1,318,035.19 feet; y - 427,948.17 feet. ******* D-17 (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 6.65 miles N of its junotion with West Market Street in Mercer, and at the Golden Pheasant Tavern. The station is 44.5 feet E of the center line of highway, 28 feet SE of a 3- foot oak tree, and 82.93 feet SW of the SW corner of the Golden Pheasant Tavern. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D-17, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from the offset station. For further detail see descrip¬ tion of D-17 OFFSET. Plane ooordinates (Pa. N Zone): x > 1,318,428.13 feet; y » 429,796.30 feet. D-17 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 6.65 miles N of its junction with West Market Street in Mercer, and at the Golden Pheasant Tavern. Sta¬ tion is on the E side of the pavement 1 foot E of its E edge and a chiseled arrow in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were measured from this point. For further detail see description of D-17. OBJECT DISTANCE DIRECTION Y-16 feet 0«00»00’.’0 D-17 33.?8 88 34 30 Plane coordinates (Pa. N Zone): x = 1,318,395.28 feet; y - 429,801.64 feet. ******* Y-16 P.O.T. (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at intersection of Route 43050, 7.0 miles N of the• junction of Route 19 with West Market Street in Mercer, at W side of Courthouse. ^ Station is marked with a lag screw with punchmark in head set in pavement flush with surface, 9.30 feet E of center of Highway 19 in center line of Route 43050, 97.20 feet SW of SW corner of Minner's house, and 46.02 feet NW of NW corner of W.W. Knapps house. All angles and distances were measured from this point. This point is a point on traverse established by prolonging the line X- 16 to Y-16. Plane coordinates (Pa. N Zone): x = 1,318,841.21 feet; y » 432,171.52 feet. ******* Z-16 (Fairview Township,Pa.Geod.S.,1939)—Looated on N side of Route 43050 at a point 0.7 mile E of its junction with U.S. Route 19 in Fairview. The station is 18 feet N of the approximate center, line of highway, 8.75 feet E of telephone pole No. C.T. 27, 155 feet W of the center line of a lane leading to the D. Hoffman*s farm, 234 feet E of a lane leading to the C.D. Palmer’s farm, and about 2 feet from an iron highway marker deslgnating station 0/40. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z-16, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x « 1,322,485.51 feet; y - 432,237.11 feet. ******* A-17 (Fairview Township,Pa.Geod.S. ,1939)—Located on the N side of Route 43050, at a point 1.1 miles E of its junction with U.S* Route 19 in Fairview, approximately 600 feet W of the W fence of a cemetery, and 15.6 feet N of the approximate center line of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A-17, 1939", set in the top of a 6- by 6- by 42-inch con¬ crete monument which protrudes 8 inches above the surface. Plane coordinates (Pa. N Zone): x » 1,324,524.67 feet; y * 431,986.85 feet. ******* B-17 (Fairview Township,Pa.Geod.S.,1939)—Located on Route 43049, 0.4 mile S of its junction with Route 43050. Station is marked with a standard Pa. Coordinate System bronze tablet, set in a concrete monument flush with the surface, 31.50 feet W of center of highway, 10.00 feet N of C.C. Clark*s lane, and 31.06 feet NW of offset station. All angles and distances were measured from offset station, which oonsisted of a square-headed lag screw driven in the pavement at the approximate intersection of center lines of the highway and lane leading to the Clark*s residence. Station is reaohed by .going N 7.0 miles on U.S. Route 19 from its junction with West Market Street, Mercer, at W side of Court¬ house, thence E 1.1 miles on Route 43050, thence S on Route 43049 for 0.4 mile. Plane- coordinates (Pa. N Zone): x * 1,325,211.56 feet; y « 431,143.04 feet. C-17 (Fairview Township,Pa.Geod.S.,1939)—Looated on Route 43049, 1 mile S of its junction with Route 43050. Station is also 21.65 feet NW of a telephone pole. Station is marked with a standard Pa. Coordinate System tablet, set in a 6- by 6- by 30-inch concrete monument, and is in the ap¬ proximate center line of the road, the top of the tablet being 1 inch below the surface of the pavement. Reference mark No.l is a drill hole filled with lead, with surveyor’s tack in center, in a field stone NE of the station, in a rail fence line. Reference mark No.2 is a 4- by 4- by 30-inch concrete monument with arrow in top and is in the fence line E of the station. Station is reached from the junotion of Route 43050 and U.S. Route 19 by going E on the former for 1.1 miles, thence turn right on Route 43049 and go 1 mile to the station site. OBJECT DISTANCE DIRECTION ELDER feet 0°00*00?0 R.M.No.l 20.44 2745440 R.M.No.2 77.80 348 35 20 Plane coordinates (Pa. N Zone): x « 1,325,220.04 feet; y - 427,940.95 feet. ******* Y-16 (Fairview Township,Pa.Geod.S.,1939)—Located in the village of Fairview at the junction of U.S. Route 19 and Routes 43042 and 43050. The station is 9.06 feet E of the center line of the high¬ way,- 45.80 feet SW of the NW corner of a garage belonging to E.J. Campbell, and 73.80 feet NW of the NW corner of the Campbell resi¬ dence. Station is marked with a standard Pa. Coordinate System.bronze tablet, stamped "Y-16, 1939", cemented and countersunk in the con¬ crete paving, flush with the surface. Reference mark No.l is a drill hole filled with lead with a surveyor’s tack in center in a conorete gas pump foundation belonging to the Campbell's garage. Reference mark No.2 is the same as No.l, and is also in a con¬ crete gas pump foundation belonging to Campbell’s garage. (continued on p. 37) T 98-20 37 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No* ll,continued Y-16 (continued) OBJECT X-16 OFFSET R.M.No.l R.M.No.2 Plane coordinates (Pa, y « 432,466.93 feet. DISTANCE feet 26.94 27.63 N Zone): x DIRECTION 0®00*00VO 65 18 00 116 12 00 1,318,896.79 feet; ******* X-16 (Falrview Township,Pa.Geod.S. ,1939)—Located on U.S. Route 19 at a point 4.70 miles S of its junction with State Route 358, and near the residence of Mr. John C. Kather. The station is 41.90 feet E of the center line of the highway, 27.41 feet S of the SW corner of the Kather residence, and 39.70 feet SW of the SE corner of the same residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped HX-16, 1939”, set in the top of a 6- by 6- by 30-inch con¬ crete monument, which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description of X-16 OFFSET. Plane coordinates (Pa. N Zone): x =* 1,319,500.20 feet; y = 435,482.83 feet. X-16 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.70 miles S of its junction with State Route 358 and near the residence of Mr. John C. Kather. Station is on the E side of the pavement 1 foot E of its E edge and an arrow chiseled in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of X-16. OBJECT DISTANCE DIRECTION W-16 OFFSET feet 0°00»00V0 X-16 30.53 88 57 43.3 Plane coordinates (Pa. N Zone): x *= 1,319,470.07 feet; y - 435,487.75 feet. ******* - W-16 (Fairview Township,Pa.Geod.S-. ,1939)—Located on U.S. Route 19 at a point 4.05 miles S of its junction with State Route 358 and near the .residence of Mr. LeRoy Knappenburger. The station is 44.04 feet W of the center line of the highway, 80.3 feet N of the NE corner of Knappenburger’s barn, 42 feet S of the electric power pole on which is inscribed highway station 4/25, and 17.37 feet SW of the nearest point of the concrete oulvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W-16, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes l/2-foot above the surface. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description of W-16 OFFSET. Plane coordinates (Pa. N Zone): x * 1,320,037.20 feet; y = 438,786.45 feet. W-16 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.05 miles S of its junction with State Route 358 and near the residence of Mr. LeRoy Knappenburger. Sta¬ tion is on the W side of the pavement 1 foot W of its W edge and an arrow chiseled in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of W-16. OBJECT DISTANCE DIRECTION V-16 OFFSET feet 0°00,00V0 W-16 32.81 279 15 26.7 Plane coordinates (Pa. N Zone): x « 1,320,068.04 feet; y = 438,775.25 feet. ******* V-16 (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3.35 miles S of its junction with State Route 358 and near the residence of Mr. Williams. The station is 45 feet W of the center line of the highway, and near the NE corner of a fence enclosing an old barnyard. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V-16, 1939", and set in the top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description of V-16 OFFSET. Plane coordinates (Pa. N Zone): x = 1,320,647.79 feet; y = 442,024.42 feet. V-16 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3.35 miles S of its junction with State Route 358 and near the residence of Mr. Williams. Station is on the W side of the pavement 1 foot W of its W edge and an arrow chiseled in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances were measured -from this point. For further detail see description of V-16. OBJECT DISTANCE DIRECTION W-16 OFFSET feet 0?00’00V0 V-16 39.47 58 39 00 Plane coordinates (Pa. N Zone): x * 1,320,684.72 feet; y - 442,038.34 feet. Mercer to Mercer-Crawford County Line U-16 (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 2.6 miles S of its junction with State Route 358 and near the residence of R.E. Marstellar. The station is 43.40 feet E of the center line of the highway, and about 2 feet S of a board fence enclosing a hog lot. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U-16, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description of U-16 OFFSET. Plane coordinates (Pa. N Zone): x * 1,321,307.39 feet; y « 445,038.15 feet. U-16 OFFSET (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 2.6 miles S of its junction with State Route 358 and near the residence of R.E. Marstellar. Station is on the W side of the pavement 1 foot W of its W edge and an arrow chiseled in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of U-16. OBJECT DISTANCE DIRECTION T-16 OFFSET feet 0°00’0Q?0 U-16 54.67 81 46 08.3 Plane coordinates (Pa. N Zone): x » 1,321,252.78 feet; y - 445,040.62 feet. ^ ******* T-16 (Fairview Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 1.9 miles S of its junction with State Route 358 (Camp Perry) and near the residence of Mrs. J.H. Kelso. The station is 24.1 feet E of the center line of the highway, 192 feet S of a telephone pole on which is inscribed highway station 5/25, 110 feet S of the SW corner of the porch of the Kelso residence, and 10.4 feet N of the northernmost end of a row of maple trees along the E side of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T-16, 1939", set in the top of a 6- by 6- by 42-inch con¬ crete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description of T-16 OFFSET. Plane coordinates (Pa. N Zone): x - 1,321,932.02 feet; y » 448,406.98 feet. T-16 OFFSET (Fairview Township,Pa.Good.S.,1939)—Located on U.S. Route 19 at a point 1.9 miles S of its junction with State Route 358 (Camp Perry) and near the residence of Mrs. J.H. Kelso. The station is on the W side of the pavement 1 foot W of its W edge and an arrow chiseled in the concrete pavement with its point even with the edge of pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of T-16. OBJECT DISTANCE DIRECTION A-16 OFFSET feet 0°00»0070 T-16 52.05 137 31 00 Plane coordinates (Pa. N Zone): x » 1,321,904.86 feet; y = 448,451.38 feet. ******* A-16 (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 1.55 miles S of its junction with State Route 358 (Camp Perry). The station is on the E side of the highway, about 2 feet N of a garden fence belonging to Fred Pilgrim, and 126 feet N of the center line of his driveway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A-16, 1939", set in top of a 6- by 6- by 30-inch concrete monument which is 6 inches above the surface. Two reference marks consisting of drill holes filled with lead with surveyor’s tacks in centers, both of which are within 1 foot of the E edge of the pavement, are W and NW of the station, and 19.11 feet and 31.29 feet distant, respectively. All angles and distances measured from the offset station. For further detail see description of A-16 OFFSET. Plane coordinates (Pa. N Zone): x = 1,322,299.94 feet; y = 450,272.09 feet. A-16 OFFSET (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 1.55 miles S of its junction with State Route 358 (Camp Perry). The station is 135 feet N of a telephone pole on which is inscribed,'highway station 5/41“ which is on the W side of highway and NE of the NE corner of F.B. Patterson’s residence. Station is on the W side of the pavement 1 foot W of its W edge and an arrow chiseled in the concrete pavement with its point even with the edge of the pavement is pointing towards the station. Station is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of A-16. OBJECT DISTANCE DIRECTION Y-15 feet 0°00’00’.’0 A-16 39.30 87 45 15 Plane coordinates (Pa. N Zone): x = 1,322,261.08 feet; y - 450,277.95 feet. ******* Z-15 (Perry Township,Pa.Geod.S. ,1939)— Located on Route 43085, 0.3 mile W of U.S. Route 19 at a point 1.65 miles S of the inter¬ section of U.S. Route 19 and State Route 358 (Camp Perry). Station is just N of fence line on the N side of the road. 4.81 feet from (continued on p. 38) **♦**., * T 98-21 38 Line No. ll. continued Z-l5 (c ontinued) the fence corner, and 22.75 feet from telephone pole No. C.T. 9. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z-15, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. All angles and dlstanoes were measured from an offset station which was only temporary in character. Plane coordinates (Pa. N Zone): x » 1,320,949.85 feet; y « 451,470.41 feet. ******* Y-15 (Perry Township,Pa.Geod.S.,1939)—Located at the inter¬ section of U.S. Route 19 and Route 43085, which point is 1.6 miles S from the intersection of U.S. Route 19 and State Route 358 (Camp Perry). The station is in the approximate center line of Route 43085 and approximately in line with the W line of Route 19. Station is marked with a Pa. Coordinate System bronze tablet, stamped MY-15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument-which is 8 inches below the surface. Reference mark No.l is a drill hole filled with lead with surveyor*s taok in center and is in the W edge of the concrete pavement of Route 19. Reference mark No.2 is marked the same as No.l and is in the apex of a concrete culvert head wall which is on the S side of Route 43085. Reference mark No.3 is marked the same as No.l and No.2 and is in the N wing wall of the same culvert. U.S.G.S. Primary Traverse Station No.3 is marked with a 3- inch iron pipe, capped with a standard Pa. Coordinate System bronze cap, which protrudes 1 foot above the surface. This station is SE and across the highway and at the SW corner of a barnyard. OBJECT DISTANCE DIRECTION X-15 OFFSET feet 0*00*0070 U.S.G.S. P.T.S. y No. 3 R.M.No.2 R.M.No.3 Plane coordinates . 451,455.26 feet. 350.77 15.47 16.44 (Pa. N Zone) x 173 00 25 203 08 25 339 26 00 1,322,486.07 feet; Plane coordinates (Pa. N Zone): x = 1,324,519.02 feet; y * 460,765.73 feet. W-15 OFFSET (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 0.6 mile N of its intersection with State Route 358 (Camp Perry). Offset station is marked with a square-headed lag sciew in a galvanized-iron expansion unit, set in drill hole in the pavement, the top being flush with the surface. It is near the E edge of the pavement and punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is within 1 foot of. the E edge of the pavement and N of the station. Reference mark No.2 is marked the same as No.l and is S of the station and within 1 foot of the E edge of the pavement. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of W-15. OBJECT U-15 R.M.No.l R.M.No.2 W-15 DISTANCE feet 37.18 35.01 20.30 Plane coordinates (Pa. N Zone): x 460,769.18 feet. DIRECTION 0°00*00V0 179 09 45 355 08 40 265 20 00 1,324,499.02 feet; ******* B-16 (Perry Township,Pa.Geod.S.,1939)—Located at the inter¬ section of U.S. Route 19 and Route 43048, the station being in the unused portion of the "Y” intersection thereby formed. The station is 91.05 feet NE of the NE corner of the porch of a house belonging to J.R. Ash, 27.4 feet W of the oenter line of Route 19, and 71.90 feet E of the extreme end of the S railing of a bridge on Route 43048. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”B-16, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. OBJECT DISTANCE DIRECTION W-15 INTERMEDIATE feet 0°00*00?0 S railing of bridge 71.90 97 08 00 Plane coordinates (Pa. N Zone): x - 1,324,315.87 feet: y = 463,186.62 feet. ******* X-15 (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 0.75 mile S of its intersection with State Route 358 (Camp Perry). The station is on the W side of the highway and 21.8 feet W of the W edge of the pavement. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”X-15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Reference mark No.l is a drill hole filled with lead with surveyor*s tack in center and is within 1 foot of the W edge of the pavement and 38.12 feet NE of the station. Reference mark No.2 is marked the same as No.l and- is also within 1 foot of the W edge of the pavement and 39.15 feet SE of the station; both reference marks being the same as those described in the description of X-15 OFFSET. All angles and distances on the main traverse line were meas¬ ured from X-15 OFFSET. For further detail see description thereof. Plane coordinates (Pa. N Zone): x » 1,323,039.66 feet; y » 454,380.85 feet. X-15 OFFSET (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 0.75 mile S of its intersection with State Route 358 (Camp Perry). The offset station is marked with a piece of 3/4-inch angle steel, 18 inches long, with punchmark in apex, and is 1 foot W of the W edge of the pavement and 1 inch below the surface. A chiseled arrow with point even with the W edge of the pave¬ ment is 1 foot E of the station. Reference mark No.l is a drill hole filled with lead with surveyor*s tack in center and is at the W edge of the pavement and N of the station. • Reference mark No.2 is marked the same as No.l and is at the W edge of the pavement and S of the station. All angles and distances on the main traverse line were meas¬ ured from this point. For further detail see description of X-15. y OBJECT DISTANCE U-15 feet R.M.No.l R.M.NO.2 X-15 30.32 32.50 20.76 Plane coordinates (Pa. N Zone): 454,377.34 feet. x DIRECTION 0°00»00?0 3 13 10 176 33 20 268 31 30 1,323,060.13 feet; U-15 (Perry Township,Pa.Geod.S.,1939)—Located at the inter¬ section of center lines of U.S. Route 19 and State Route 358 (Camp Perry). Station is marked with a standard Pa. Coordinate System bronze tablet, cemented and countersunk in the pavement. Reference marks Nos. 1, 2, and 3 are each a drill hole filled with lead with surveyor's tack in center, and are in the highway culvert head walls to the NW, NE, and SW respectively. OBJECT Y-15 R.M. No.l R.M.No.2 R.M.No.3 DISTANCE feet 39.75 25.44 40.94 Plane coordinates (Pa. NZone): 457,873.64 feet. DIRECTION 0°00'00?0 31 .10 40 124 58 25 301 06 10 1,323,752.61 feet; ******* W-15 (Perry Township,Pa.Geod.S.,1939)—Located on the E side of U.S. Route 19 at a point 0.6 mile N of its junction with Route 358 (Camp Perry). Station is marked with a Pa. Coordinate System bronze tablet, stamped ”W-15, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference marks No.l and No.2 are identical with those de¬ scribed in the description of the offset station, No.l being NW of the station, 42.41 feet distant, and No.2 being SW of the sta¬ tion, and 40.45 feet distant. All angles and distances on the main traverse line were meas¬ ured from the offset station. For further detail see description Of W-15 OFFSET. ******* C-16 (Perry Township,Pa.Geod.S.,1939)—Located on the E side of U.S. Route 19 at a point 1.5 miles N of its junction with State Route 358. The station is 30.34 feet E of the new highway station 859+50, 19.2 feet E of the E edge of the pavement, and 26.53 feet NE of the NW end of a concrete culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”C-16, 1939**, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center. It is in the W end of a culvert head wall, 26.53 feet from station, and is also the same reference mark used in connection with C-16 OFFSET, which is 18.17 feet from station. All angles and distances taken from the- offset station. Plane coordinates (Pa. N Zone): x = 1,325,136.43 feet; y » 464,672.64 feet. ******* D-16 (Perry Township,Pa.Geod.S.,1939)—Looated on the W side of U.S. Route 19 at a point 1.7 miles N of its intersection with State Route 358. The station is 24.18 feet W of the center line of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D-16, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a brass screw in electrio power pole No. 7/05 and is N of the station. Reference mark No.2 is a nail in a blaze on a 4-inch maple tree which is S of the station. OBJECT DISTANCE C-16 INTERMEDIATE feet R.M.No.l 30.82 R.M.No.2 23.23 Plane coordinates (Pa. N Zone): x < y « 466,120.70 feet. DIRECTION 0°00'00”0 14 02 25 183 24 10 1,325,267.13 feet; ******* E-16 (Perry Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 1.9 miles N of its junction with State Route 358. The station is 19.42 feet NE of the center line of the highway which point is also new highway station 834+00. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E-16, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. The reference mark is a drill hole filled with lead with brass screw in center and is in a retaining wall on the NE side of the highway. OBJECT DISTANCE DIRECTION D-16 INTERMEDIATE feet 0°00'00,.'0 R.M. 24.83 160 ll 45 Plane coordinates (Pa. N Zone): x » 1,325,508.64 feet; y - 467,078.11 feet. ******* F-16 (Perry Township,Pa.Geod.S.,1939)—Located on the W side of U.S. Route 19 at a point 2.15 miles N of its junction with State Route 358, across the highway and W of a large brick house belonging to the Tidewater Oil and Gas Company. The station is 2.9 feet S of telephone pole No. 483, 85.9 feet W of the NW corner of the porch of the large brick house mentioned above, 91 feet W of the SW corner of the same porch, and 27.82 feet W of the center line of the high¬ way as designated by highway station 822. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F-16, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x « 1,325,476.45 feet; y * 468,285.07 feet. ******* G-16 (Perry Township,Pa.Geod.S. ,1939)— Located on the W side of U.S. Route 19 at a point 2.35 miles N of its junction with State Route 358. The station is 174 feet N of a driveway leading to (continued on p. 39) T 98-22 39 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No. ll, continued G-16 (continued) McKean’s farm, 34.93 feet W of the center line of Route 19, 8 feet W of the top edge of a high cutbank, and 42.72 feet SW of new highway station 812, which latter point is marked with a drill hole in the concrete pavement. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G-16, 1939”, set in top of a 6- by 6- by 42-inch concrete monument, which protrudes 0.9 foot. Plane coordinates (Pa. N Zone): x = 1,325,529.71 feet; y - 469,255.88 feet. ******* H-16 (Sandy Creek Township,Pa.Geod.S.,1939)—Located on the E side of U.S. Route 19 at a point 0.45 mile S of its junction with Route 43064 in Sheakleyville, and near the residence of Elmer Singler. The station is 81.90 feet S of the SW corner of the Singler residence, 46.6 feet E of the center line of the pavement, and 25.2 feet SE of telephone pole No. 540, Station is marked with a Pa, Coordinate System bronze tablet, stamped "H-16, 1939% set in top of a 6- by 6- by 30-ineh concrete monument which protrudes 0.8 foot above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station which consists of a square-headed lag screw cemented in the center line of the concrete pavement, and at the exact point of the Highway Department’s Re-stationing as des¬ ignat ed by the No. 789. Plane coordinates (Pa. N Zone): x = 1,325,770.98 feet; y « 471,575.34 feet. H-16 OFFSET (Sandy Creek Township,Pa.Geod.S.,1939)—Located on the 1 side of U.S. Route 19 at a point 0.45 mile S of its junc¬ tion with Route 43064 in Sheakleyville and near the residence of Elmer Singler. The station is marked with a square-headed lag screw cemented in the center line of the pavement in the exact point of the High¬ way Department’s Re-stationing as designated by the No. 789, All angles and distances on the main traverse line ware meas¬ ured from this point. For further description see H-16. OBJECT DISTANCE DIRECTION G-16 feet 090Q’00”0 H-16 46.65 256 50 55 Plane coordinates (Pa. N Zone): x = 1,325,724.82 feet; y = 471,568.58 feet. ******* J-16 (Sandy Creek Township,Pa,Geod.S.,1939)—Located on the W side of U.S. Route 19 and in the Borough of Sheakleyville. The station is 21 feet W of the W edge of the pavement, 14.8 feet N of a 2-foot maple tree, 44.9 feet NE of the NE corner of the E.D. McDowell residence, 44.2 feet SE of an 18-inch pine tree, and 3.6 feet S of a telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J-16, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station. For further detail see description of J-16 OFFSET. Plane coordinates (Pa. N Zone): x * 1,325,867.86 feet; .y = 473,728.76 feet. J-16 OFFSET (Sandy Creek Township,Fa.Geod,S.,1939)—Located in the Borough of Sheakleyville. Station is marked with a piece of 3,/4-inch angle iron, 18 inches in length, driven in berm of highway 0.1 foot below the surface. Punchmark in apex of angle iron denotes center. All angles and distances were measured from this point. For further detail see description of J-16. OBJECT DISTANCE DIRECTION H-16 OFFSET feet 0°00’00?0 J-16 19.85 101 33 40 Plane coordinates (Pa. N Zone): x « 1,325,886.95 feet; y = 473,723.33 feet. ******* J-16 INTERMEDIATE (Sandy Creek Township,Pa.Geod.S.,1939)— Located in the Borough of Sheakleyville in the approximate center line of Route 43064 and in approximate line of the western edge of U.S. Route 19. Station is also 12.6 feet S of a telephone pole on which is inscribed highway station 3/50 and a direct tie was made to a U.S.G.S. bench mark, which is set vertically and in the SE corner of the foundation of the U.P. Church. The station is marked with a square-headed lag screw set in a galvanized-iron expansion unit, the top of which is flush with the surface of the pavement. Punchmark denotes center. Reference mark is a drill hole filled with lead with brass screw in center and is in the W head wall of a highway culvert on the S side of Route 43064 and the W side of Route 19. OBJECT DISTANCE DIRECTION J-16 OFFSET H.M. U.S.G.S. Bench Mark Plane coordinates y - 474,495.63 feet. feet 19.29 80.85 (Pa. N Zone): 0*00’00’.’ 13 42 10 157 59 20 1,326,102.64 feet; ******* K-16 (Sandy Creek Township,Pa.Geod.S.,1939)—Located in the Borough of Sheakleyville and in the church property which occupies the SW corner of the intersection of U.S. Route 19 and Route 43067. The station is 26.2 feet W of the center line of Route 19, 28.36 feet NE of the NE corner of the church and W of the W edgs of the sidewalk, Station is marked with a Pa. Coordinate System bronze tablet, stamped "K-16, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. All angles and distances were measured from the offset station. For further detail see description of K-16 OFFSET. Plane coordinates (Pa. N Zone): x » 1,326,502.24 feet; y = 475,972.11 feet. Mercer to Mercer-Crawford County Line K-16 OFFSET (Sandy Creek Township,Pa.Geod.S. ,1939).—Located in the Borough of Sheakleyville at the approximate center line of Route 43067 at its junction with U.S. Route 19. Station is marked with a square-headed lag screw, with punch¬ mark in center, which is flush with the surface of the pavement. Reference mark is a drill hole filled with lead with tack Vi center and is in the culvert on the N side of Route 43067. All angles and distances were measured from this point. For further detail see description of K-16. OBJECT J-16 INTERMEDIATE K-16 R.M. DISTANCE feet 32.42 18:98 DIRECTION o°oo’oo:o 35 13 10 161 06 45 Plane coordinates (Pa. N Zone): x » 1,326,527.46 feet; y = 475,992.48 feet. ******* L-16 (Sandy Creek Township,Pa-Geod.S.,1939)—Located on Route 43067 at a point 0.2 mil® W of its junction with U.S. Route 19 in Sheakleyville. The station is in the apex of ground formed by a "V" intersection with a township road and is 8 foot E from a fence corner which also is the S support of a gate. Station is marked with a Pa. Coordinate System bronze tablet, stamped "L-16, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 8 inches above the surface. Reference mark No.l is a nail set in a blaze on an 6-inch oak tree SW from the station. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the NE head wall of a culvert under Route 43067. OBJECT DISTANCE DIRECTION K-16 OFFSET feet 0°00’00?0 R.M.No.l 36.18 40 47 40 R.M.No.2 44.24 274 42 25 Plane coordinates (Pa. N Zone): x « 1,325 550.34 feet; y - 476,329.92 feet. ******* M-16 (Sandy Creek Township,Pa.Geod.S.,1939)—Located cn Route 43067 at a point 0.45 mile FW of its junction with U.S, Route 19 in Sheakleyville. Station is marked with a Pa. Coordinate System bronze tablet, stamped "M-16, 1939", set in the top of a 6- by 6- by 30-inch con¬ crete monument which is in the approximate center line of the high¬ way and flush with the surface of the pavement. Reference mark is nail in a blaze on a 10-inch oak tree which is on the SW side of the highway. A tie was also made to the azimuth mark of triangulation sta¬ tion OSBORN, the latter of which is marked with a standard Pa. Coordinate System azimuth mark cemented in a drill hole in a field stone and is NE of the station and on the N side of a fence line which leads E from Route 43067. OBJECT DISTANCE L-16 feet Azimuth Mark 110.59 R.M. 20.31 Plane coordinates (Pa. N Zone): x « y = 477,410.76 feet. DIRECTION 0°0Q’00?0 231 23 06.8 303 28 33.5 1,324,841.60 feet; ******* N-16 (Sandy Creek Township,Pa.Geod.S.,1939)—Located on the E side of U.S, Route IS at a point 0.4 mile N of its junction with Route 43067 in Sheakleyville. Station is 33.16 feet E of the cen¬ ter line of the pavement, 63.28 feet NE of the reference mark as described in description of offset station, and S.12 feet NE of telephone pole No. C.T. 21. Station is marked with a Pa. Coordinate System bronze tablet, stamped "N-16, 1939”, set in the top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 0.5 foot above the surface. For further information see description of N-16 OFFSET. Plane coordinates (Pa. N Zone): x » 1,327,218.96 feet.; y - 478,293.92 feet. N-16 OFFSET (Sandy Creek Township,Pa.Geod,S.,1939)—Located on U.S. Route 19 at a point 0.45 mile N of Its junction with Route 43067 in Sheakleyville. Station is on the W side of the pavement and within 2 feet of its W edge. A chiseled arrow at the edge of the pavement points towards the station. Station is marked with a piecs of 3/4-inch galvanized angle steel, 18 inches in length, driven in the berm until its top was 0.1 foot below the surface. A punchmark in apex of angle steel denotes center. Reference mark is a drill hole filled with lead with brass screw in center and is in the W head wall of the culvert S of the station. All angles and distances were measured from this point. For further detail see description of N-16. y OBJECT P-16 N-16 R.M. Plane coordinates = 478,295.69 feet. (Pa, DISTANCE feet 45,08 24.30 N Zone): x * DIRECTION 0"00*00?0 76 31 35 205 41 10 1,327,173.91 feet; ******* P-16 (Sandy Creek Township,Pa.Geod.S.,1939)—’Located on the W side of U.S. Route 19 at a point 0.85 mile N of its junction with Route 43067 in Sheakleyville. Station is 35.15 feet W of the cen¬ ter line of the pavement, 82.69 feet W of the NW corner of a barn belonging to Mrs. R.D. Cannon, and 82.87 feet E of a reference mark which consists of a nail in e. blaze on an 8-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P-16, 1939”, set in top of a 6- by 6- by 50-Inch concrete monument which protrudes 0.8 foot above the surface. OBJECT DISTANCE DIRECTION N-16 OFFSET feet 0°00’00?0 R.M. 82.87 113 22 30 Plane coordinates (Pa. N Zone): x - 1,327,731.81 feet; y - 480,268.20 feet. ******* T 98-23 40 Line No. ll, continued 0,-16 (Sandy Creek Township,Pa.Geod.S. ,1939)—Located on U.S. Route 19 at a point 1.85 miles N of its junction with Route 43067 in Sheakleyville. The station is marked with a standard Pa. Coordinate System bronze tablet, stamped ”0-16, 1939**, /cemehted and countersunk in the floor of a concrete bridge and is 14.15 feet W of the center line of the pavement, 19 feet- from the SW corner of bridge parapet, and 21 feet from the NW corner of.the bridge parapet. Plane coordinates (Pa. N Zone): x > 1,329,663.22 feet: y = 484,802.10 feet. ******* R-16 (Sandy Creek Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 2.55 miles N of its junction with Route 43067 in Sheakleyville. The station is on the E side of the highway, 38.25 feet E of the center line of the pavement, 38.72 feet N of a metal highway marker denoting highway station*9/35, and 56 feet S of a culvert. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R-16, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 0.5 foot above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the E head wall of a highway cul¬ vert N of the station. OBJECT DISTANCE DIRECTION Q-16 feet, 0°00»0070 R.M. 56.04 153 30 20 Plane coordinates (Pa. N Zone): x â–  1,331,084.43 feet; y . 488,132.10 feet. ******* S-16 P.O.T. (Sandy Creek Township,Pa.Geod.S.,1939)—Located at the intersection of the center line of U.S. Route 19 and the Mercer-Crawford County Boundary line road. This station is a point on traverse between monuments Nos. 878+49.8 and 932+43.0 of the Crawford County line survey of 1909. Point was placed on traverse by foresighting it on line with in¬ strument. Station is marked with a standard Pa. Coordinate System tab¬ let cemented in pavement. Reference marks No.l, No.2, and No.3 are drill holes filled with lead with brass screws in centers and are in the culvert head walls at the NE, SE, and SW corners of this road intersection re¬ spectively. y OBJECT Azimuth Mark R.M.No.l R.M.No.2 R.M.No.3 DISTANCE feet 24.36 27.63 28.09 Plane coordinates (Pa. N Zone): x 488,618.71 feet. DIRECTION o°oo»ooyo 127 09 50.0 ll 43 15.0 302 36 50.0 1,331,156.18 feet; ******* T 98-24 41 UNITED STATES COAST AND GEODETIC SURVEX AND STATE SURVEI Second-order Traverse Line No.12 Mercer to Mercer-Lawrence County Llns. T 17 (E.Lackawannock Township,Pa.Geod.S.,1939)--Located on U.S. Route 19 at a point 0.65 mile S of Its junction with U.S. Route 62 in Mercer. The station is 30.65 feet W of the center line of Route 19, 43.82 feet N of the NE comer of E.C. Zahniser’a porch, and 1.5 feet E of power pole No. B.P.537. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”T 17, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, distant 43.46 feet, which is located 1 foot E of the E edge of the pavement. There is an arrow chiseled in the concrete paving with its point even with the edge and point¬ ing towards the offset station, which is marked with a piece of 3/4-inch galvanized angle steel, 18 inche3 in length, driven in the highway berm until its top was 0.1 foot below the surface. A punchmark in apex denotes the center. v Plane coordinates (Pa. N Zone): x =* 1,315,012.77 feet; y * 392,542.98 feet. U 17 (E.Lackawannock Township,Pa.Geod.S.,1939)--Located on U.S. Route 19 at a point 1.1 miles S of its junction with U.S. Route 62 in Mercer. The station is 48.18 feet E of the center line of Route 19; 47.7 feet NE of a telephone pole, and about 2 feet S of a wire fence on the property line of Clair Wengler. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”U 17, 1939", set in top of a 6- by 6- by 42-inch concrete monument, which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, distant 35.72 feet, which is located 1.27 feet E of the E edge of the pavement. There is an arrow chiseled in the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a piece of 3/4-inch galvanized angle steel, 18 inches in length, driven in the highway berm until its*top was 0.1 foot below the surface. A punchmark in apex denotes the center. Plane coordinates (Pa, N Zone): x 53 1,315,037.41 feet; y = 389,983.80 feet. U 17 INTERMEDIATE N0.1 (E.Lackawannock Township,Pa.Geod.S., 1939)--Temporary point only. No description. Plane coordinates (Pa. N Zone): x =» 1,314,924.14 feet; y * 389,316.08 feet. -JHfriBHi-a-fr U 17 INTERMEDIATE NO.2 (E.Lackawannock Township,Pa.Geod.S., 1939)—Located on U.S. Route 19 at a point 1.6 miles S of its junction with U.S. Route 62 in Mercer. The station is 27.94 feet E of the center line of Route 19; 25.01 feet N of the N end of a bridge parapet and W of a wire fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U 17 INTER. No.2, 1939", set in top of a 6- by 6- by 42- ineh concrete monument, which protrudes 6 Inches above the surface. All angle3 and distances on the main traverse line were meas¬ ured from an offset station, 17.14 feet distant, which is located 0,91 foot E of the E ddge of the pavement. There is an arrow chiseled in the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a 2-inch iron pipe, 1 foot in length, filled with concrete with bronze pin in center. The offset station is 22.41 feet N of the N edge of a bridge parapet, and 0.1 foot below the surface. Plane coordinates: (Pa. N Zone): x =* 1,314,718.65 feet; y - 387,225.40 feet. V 17 (E.Lackawannock Township,Pa.Geod.S.,1939)--Located on U.S. Route 19 at a point 1.9 miles S of its junction with U.S. Route 62 in Mercer. The station is 31.70 feet W of the center line of Route 19, 18.6 feet W of the W end of a guard rall, and 1.9 feet N of electric power pole No.3/l0, Station is marked with a Pa. Coordinate System bronze tablet, stamped ”V 17, 1939”, set In top of a 6- by 6- by 42-inch concrete ^ monument, which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, distant 54.06 feet, which Is located 10,64 feet W of the center line of the pavement. There Is an arrow chiseled In the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a 2-inch iron pipe, 1 foot in length, filled with concrete with bronze pin in center, the top of mark being 0.1 foot below the surface. Plane coordinates (Pa. N Zone): x * 1,314,481.20 feet; y * 385,472.38 feet. V 17 INTERMEDIATE (E.Lackawannock Township,Pa.Geod.S.,1939)-- Located on U.S. Route 19, 11.87 feet E of the center line, at a point 2.1 miles S of its junction with U.S. Route 62 in Mercer. The station is marked with a 3/4-inch piece of angle steel set in cement Inside of a 2-inch iron pipe, the top of which is 0,1 foot below the surface. A punchmark in the apex of the angle iron denotes the center. Reference mark No.l is a 2- by 3-inch stake protrud*ig 4 inches and is NE of the station. Reference mark No.2 is marked the same as No.l and is SE of the station. OBJECT DISTANCE DIRECTION V-17 OFFSET feet 0°00»00!l0 R.M.No.l 29.93 26 16 00.0 R.M.No.2 29.79 162 07 00 Lightning rod W end of C.B. Robinson’3 barn 171 08 Plane coordinates (Pa. N Zone): x - 1,314,501.47 feet; y a 384,531.48 feet. •iHHHHHHfr W 17 (E.Lackawannock Township,Pa.Geod.S.,1939)--Located on U.S. Route 19 at a point 2.3 miles S of its junction with U.S. Route 62 in Mercer, which point is also the intersection of U.S. Route 19 and Route 43011. The station is in the approximate center line of Route 43011, 16.04 feet W of the center line of Route 19, ard 123 feet NW of the NW corner of an abandoned brick school- house. SU. ion is marked with a Pa. Coordinate System bronze tablet, stamped ”W 17, 1939”, set In top of a 6- by 6- by 24-ineh concrete monument which Is 8 Inches below the surface. Reference mark No.l Is a cross chiseled in the highway culvert head wall NE of the station. Reference mark No.2 is a nail in a blaze on a 14-inch maple tree which Is N by W of the station. OBJECT DISTANCE V 17 INTERMEDIATE feet R.M.No.l 53.48 R.M.No.2 44.04 Plane coordinates (Pa. N Zone): x y 53 383,495.73 feet. DIRECTION 0"00*00?0 34 15 324 10 1,314,443.42 feet; X 17 (E.Lackawannock Township,Pa.Geod.S.,1939)— Located on U.S. Route 19 at a point 2.6 miles S of its junction with U.S. Route 62 In Mercer. The station is 33.18 feet E of the center line of Route 19 and 64.70 feet N of the NE comer of the J.J. Sullivan service station. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”X 17, 1939”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 61.62 feet distant, which is located 11.80 feet W of the center line of the pavement. There is an arrow chiseled in the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a 3/4- lnch piece of angle steel, 1-foot long, driven in the berm until the top is 0.1 foot below the surface. Punchmark in apex denotes the center. Plane coordinates (Pa. N ? ?n@): x 38 1,314,388.79 xeet; y = 381,892.12 feet. •*m*-*h*-:hh* Y 17 (E.Lackawannock Township,Pa.Geod.S. , -.uocateu. U.S. Route 19 at a point 2.9 miles S of its junctlo, ,vith U.S. Route 62 in Mercer, ^The station is 43.96 feet W of ' ; center lin© of Route 19 at a point 216 feet N of the center lin a driveway belonging to H.G. White, 43.19 feet N of an electrl /er pole, and 9.7 feet S of the S end of a large sign board. Station is marked with a Pa. Coordinate System oronze tablet, stamped ”Y 17, 1939”, set in top of a 6- by 6- by 42-inch concrete monument, which protrudes 8 inches above the surface. Plane coordinates (Pa. N Zone): x =* 1,314,470.27 fe< ; y = 330,155.68 feet. Y 17 (E.Lackawannock Township,Pa.Geod.S.,1939;Pa.Geod.S.,1940)-- Original monument removed at request of owner of land, and 6- by 6- by 24-inch monument substituted, which is now 16 inches below the surface. Original monument was tied off and new monument placed in exact position of original. New monument has standard Pa. Coordinate System bronze tablet set in top, stamped ”Y 17, 1940”, and is approximately 44 feet W of center line of pavement. Reference mark No.l is power pole approximat ly 43 feet S of station. Reference mark No.2 is telephone pole a, oxim&tely 132 feet NE of station. Z 17 (Springfield Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3.0 miles S of its junction with U.S. Route 62 in Mercer. The station is 45.7 feet W of the center line of Route 19, 13 feet S of the center line of drive leading into Carpenter’s Cemetery and 4.5 feet W of an electric power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”Z 17, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 39.68 feet distant, which is located 11.31 feet W of the center line of the pavement. There Is an arrow chiseled in the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a 3/4- inch piece of angle steel, 1 foot long, driven in the berm until its top is 0.1 foot below the surface. Punchmark denotes center. Plane coordinates (Pa. N Zone): x = 1,314,868.22 feet; y * 379,432.31 feet. C 18 (Springfield Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3 l/2 miles S of its junction with U.S. Route 62 in Mercer. The station is 27.35 feet E of the center line of the highway, 114 feet S of electric power pole No,2/21, 207 feet S of a driveway leading to the residence of W.M. Miller, and 6.2 feet W of a wire fence enclosing the hog lot and orchard belonging to W.M. Miller, and 25.85 feet N of nail in a blaze on a 20-Inch oak tree located in the SYJ corner of the above mentioned hog lot. Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”C 18,1939”, set in top of a 6- by 6- by 42-lnch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,316,672.66 feet; y = 377,119.31 feet. D 18 (Springfield Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 3.7 miles S of its junction with U.S. Route 62 in Mercer. The station is 28.06 feet W of the center line of the highway and near a rail and wire fence corner* Station is marked with a Pa. Coordinate System bronze tablet, stamped ”D 18, 1939”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances were measured from an offset station, 39.69 feet distant, which was located 2.6 feet E of the E edge of the concrete paving. There is an arrow chiseled in the concrete paving with its point even with the edge and pointing towards the offset station, which is marked with a 3/4-inch piece of angle steel, 1 foot in length, driven in the berm of the highway until its top (continued on p. 1|2) T 98-25 42 Line No.12, continued D 18 (continued) was 0.1 foot below the surface. Puncnmark in apex denotes center. Plane coordinates (Pa. N Zone): x =* 1,316,990.07 feet; y =* 375,723.57 feet. > ******* E 18 (Springfield Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.0 miles S of its junction with U.S. Route 62 in Mercer. The station is 26.19 feet W of the center line of the highway and 68.7 feet W of the SW corner of a bam belonging to W.P. Brickner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E 18, 1939”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x - 1,317,152.86 feet; y = 374,265.82 feet. E 18 INTERMEDIATE (Springfield Township,Pa.Geod.S.,1939)~ Located on U.S. Route 19 at a point 4.15 miles S of its junction with U.S. Route 62 in Mercer. The station is 2.07 feet W of the W edge of the pavement. Station is marked with a 3/4-inch piece of angle steel, 1 foot in length, driven in the berm of the highway until its top was 0.1 foot below the surface. There is an arrow chiseled in the concrete pavement with its point even with the edge of the pavement and pointing toward the intermediate station. Plane coordinates (Pa. N Zone): x * 1,317,559.17 feet; y * 373,467.64 feet. ******* P 18 (Springfield Township,Pa.Geod.S.,1939)—Located on U.S. Route 19 at a point 4.25 miles S of its Junction with U.S. Route 62 in Mercer. The station is 33.20 feet W of the center line of the highway. Station is marked with a Pa. Coordinate System bronze tablet, stamped nF 18, 1939”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and dlstances on the main traverse line were meas¬ ured from an offset station, 51.00 feet distant, which is located 2.86 feet E of the E edge of the concrete paving and marked with a 3/4-inch angle steel, 1 foot in length, driven in the berm of the highway until its top was 0.1 foot below the surface. Punch- mark in apex denotes center. A chiseled arrow with its point even with the E edge of the pavement points towards the offset station. Plane coordinates (Pa. N Zone): x * 1,317,822.38 feet; y * 372,901.42 feet. ******* G 18 (Springfield Township,Pa.Geod.S.,1939)--Located on U.S. Route 19 at a point 4.4 miles S of its junction with U.S. Route 62 in Mercer. The station is 28.67 feet E of the center line of the highway, 33.30 feet SW of the SW corner of a house belonging to the Northern Pipe Line Company, and at the end of a wire fence dividing the above property from that owned by C.B. Blumingshine• Station is marked with a Pa. Coordinate System bronze tablet, stamped "G 18, 1939”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 21.14 feet distant, which is located 2.48 feet E of the E edge of the concrete paving and marked with a 3/4-inch piece of angle steel, driven in the berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its point even with the E edge of the pavement and pointing towards the offset station. Punchmark in apex of angle steel denotes the center. Plane coordinates (Pa. N Zone): x * 1,318,073.41 feet; y * 372,296.45 feet. H 18 (Springfield Township,Pa.Geod.S.,1940)—Located on U.S. Route 19 at a point 4.7 miles S of its junction with U.S. Route 62 in Mercer. The station is 63.1 feet E of the center line of the highway, and 50.0 feet SE of the SE corner of the highway bridge spaning Neshannock Creek. Station is marked with a Pa. Coordinate System bronze tablet, stamped "H 18, 1940”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. All angles and dlstances on the main traverse line were meas¬ ured from an offset station, 55.09 feet distant, which is located 10.1 feet E of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its point even with the E edge of pavement and pointing towards the offset station. Punchmark in apex of angle steel denotes center. Plane coordinates (Pa. N Zone); x » 1,318,320.92 feet; y = 370,706.87 feet. H 18 INTERMEDIATE (Springfield Township,Pa.Geod.S. ,1940)— Station is a temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,318,348.62 feet; y * 370,028.30 feet. J 18 (Springfield Township,Pa.Geod.S. ,1940)—Located on! U.S. Route 19 at a point 5.1 miles S of its Junction with U.S. Route 62 in Mercer. The station is 30.66 feet E of the center line of Route 19, 19.40 feet SE of the SE comer of bridge parapet (ibridge No.3007), and 92.84 feet M of the NW corner of McKee's gas station. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J 18, 1940”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 19.00 feet distant, which is located 12.08 feet E of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its point even with the E edge of the pavement and pointing towards the offset station. Punchmark in the apex of angle steel denotes center. Plane coordinates (Pa. N Zone): x =* 1,318,827.84 feet; y * 368,324.91 feet. ******* K 18 (Springfield Township,Pa.Geod.S.,1940)—Located on U.S. Route 19 at a point 5.5 miles S of its junction with U.S. Route 62 in Mercer. The station is 30.94 feet E of the center line of Route 19 and on the S side of driveway leading to residence of Mr. ISad, across the highway and E of the residence of B.H. Marks. Station is marked with a Pa. Coordinate System bronze tablet, stamped "K 18, 1940”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 22,99 feet distant, which is located 12.49 feet E of the center line of the highway and marked with a piece of 3/4-lnch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its top even with the E edge of pavement and pointing towards the off se|b station. Punchmark in the, apex .of angle steel denotes the center. Plane coordinates (Paj, N Zone): x = 1,319,300.49 feet; y s 366,253.73 feet. | ******* L 18 (Springfield Township,Pa.Geod.S.,1940)—Located in Leesburg 19.70 feet W of the center line of U.S. Route 19, 53*15 feet N of the NE corner of the W.W. Hill and Compsny store, and 58.95 feet SE of the SE corner of Dr. K, Cotton's residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”L 18, 1940”, set in top of a 6- by 6- by 30-inch concrete monument which is 2 inches below the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 8.58 feet distant, which is located 11.15 feet W of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its top even with the W edge of pavement and pointing towards the offset station. Punchmark in the apex of angle steel denotes the center. Plane coordinates (Pa. N Zone): x » 1,319,487.45 feet; y * 362,854.41 feet. ******* M 18 (Springfield Township,Pa.Geod.S.,1940)—Located in Leesburg, 29.40 feet W of the center line of U.S. Route 19, and 80.60 feet S of the SE corner of Mrs. M. Hughes' residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "M 18,1940”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 25.10 feet distant, which is located ll feet W of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its top even with the W edge of pavement and pointing towards the offset station. Punchmark in apex of angle steel de¬ notes center. Plane coordinates (Pa. N Zone): x * 1,319,546.88 feet; y =* 361,800.30 feet. ******* N 18 (Springfield Township,Pa.Geod.S.,1940)Located on U.S. Route 19 at a point 0.5 mile S of its junction with State Route 168 in Leesburg. The station is 34 feet W of the center line of Route 19 and 31.72 feet N of the NE corner of the R.J. Kristyak, fruit and vegetable stand. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”N 18, 1940", set in top of a 6- by 6- by 42-inch concrete monument which protrudes 4 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 21.87 feet distant, which is located 12.10 feet W of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its top even with the W edge of the pavement and pointing towards the offset station. Punchmark in apex of angle steel denotes center. Plane coordinates (Pa. N Zone): x ** 1,319,840.87 feet; y 359,061.69 feet. ******* P 18 (Springfield Township,Pa.Geod.S.,1940)--Located on U.S. Route 19 at a point 0.7 mile S of its junction with State Route 168 in Leesburg. The station is 28.80 feet E of the center line of Route 19, 44.6 feet S of the SE corner of a large signboard, and 12.1 feet NE of an electric power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P 18, 1940, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 4 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 16.39 feet distant, which is located 12.37 feet E of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. There is an arrow chiseled in the pavement with its top even with the W edge of the pavement and pointing towards the offset station. Punchmark in apex of angle steel denotes center. Plane coordinates (Pa. N Zone): x * 1,320,023.20 feet; y * 357,867.29 feet. ******* ARMSTRONG P.O.T. (Springfield Township,Pa.Geod.S.,1940)— Located on U.S. Route 19 at a point 1.1 miles S of its junction with State Route 168 in Leesburg which point is in close proximity to the residence of T.J. Armstrong. This station is a point on range of triangulation station ARMSTRONG to Armstrong Azimuth Mark and was established by occupying the triangulation station and double centering. The station is 148 feet NE of the triangulation station and 132 feet N of Q 18. - Station is marked with a square-headed lag screw cemented in the concrete paving of Route 19, its top being flush with the sur¬ face. Punchmark denotes center. For further detail see description* of stations ARMSTRONG and Q 18. Plane coordinates (Pa. N Zone;: x * 1,320,160.84 feet; y a 355,686.95 feet. ******* T 98-26 43 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Mercer to Mercer-Lawr»nce_County Bine. Second-order Traverse Line No.12, continued Q 18 (Springfield Township,Pa.Geod.S.,1940)—Located on TJ.S. Route 19 at a point 1.2 miles S of Its Junction with State Route 168 in Leesburg which point is Just beyond the residence of T.J. Armstrong, and in close proximity to the Mercer-Lawrence county- line marker. This point was set exactly on the county Boundary line by the proper offset from triangulation station ARMSTRONG and then pro- longing the boundary line to the point as now established by this station. The station is 29.60 feet W of the center line of Route 19 and 14.9 feet from the State Highways county-line marker. Station is marked with a Pa. Coordinate System bronze tablet, stamped WQ 18, COUNTY LINE, 1940”, set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the sur¬ face. Plane coordinates (Pa. N Zone): x * 1,320,139.01 feet; y * 355,556.52 feet. ****«## R 18 (Springfield Township,Pa.Geod.S.,1940)—Located on State Route 168 at a point 0.2 mile SW of its Junction with U.S. Route 19 in Leesburg. The station is 20.56 feet NW of the center line of the highway, 35.9 fe8t NW of the W end of a culvert head wall, and 77.70 feet E of a nail in a blaze on a 2-foot elm tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "R 18, 1940", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. Reference mark is a nail in a blaze on a 2-foot elm tree. OBJECT DISTANCE DIRECTION M 18 OFFSET feet 0°00'0020 R.M. 77.70 30 24 Plane coordinates (Pa. N Zone): x s 1,318,472.00 feet; y * 361,189.74 feet. S 18 (Springfield Township,Pa.Geod.S.,1940)—Located on State Route 168 at a point 0.75 mile SW of its Junction with U.S. Route 19 in Leesburg. The station is 21.48 feet NW of the center line of the high¬ way; 3.24 feet N of an electric power pole, and at the S comer of a garden enclosure belonging to the S.N. Sontag residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped WS 18, 1940", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 31.83 feet distant, which is located 10.74 feet SE of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. Plane coordinates (Pa. N Zone): s = 1,316,145.03 feet; y â–  359,434.12 feet. T 18 (Springfield Township,Pa.Geod.S.,1940)—Located on State Route 168 at a point 1.0 mile SW of its Junction with U.S. Route 19 in Leesburg. The station is 21.83 feet NW of the center line of the high¬ way, 9.30 feet SW of electric power pole No.45/510, and 18.7 feet SW of the SW corner of a stone culvert head wall. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”T 18, 1940", set in top of a 6- by 6- by 42-inch concrete monument which protrudes 4 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 33.66 feet distant, which is located 10 feet SE of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. â– j Plane coordinates (Pa. N Zone): x - 1,315,316.40 feet; y = 358,653.73 feet. â– M-Sfr-sHHHH* U 18 (Springfield Township,Pa.Geod.S.,1940)—Located on State Route 168 at a point 1.3 miles SW of its Junction with U.S. Route 19 in Leesburg. The station is 33.9 feet NW of the center line of the high¬ way, 26.3 feet N by E of electric power pole No.45/500, and at the edge of a cultivated field belonging to Edward Holmes. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U 18, 1940", set in top of a 6- by 6- by 42-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were meas¬ ured from an offset station, 47.45 feet distant, which is located 10.35 feet SE of the center line of the highway and marked with a piece of 3/4-inch angle steel driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. Plane coordinates (Pa. N Zone): x = 1,314,173.22 feet; y * 357,447.20 feet. -IKKMKHt* U 18 INTERMEDIATE (Springfield Township,Pa.Geod.S.,1940)— Located on State Route 168 at a point 1.5 miles SW of Its Junc¬ tion with U.S. Route 19 in Leesburg and in close proximity to the residence of S.M. Cooper. \ The station is 10.03 feet NW of the center line of the high¬ way and 8.62 feet SE of electric power pole No.492. Station is marked with a 2-Inch iron pipe filled with con¬ crete with bronze pin in center and is 0.1 foot below the surface. Plane coordinates (Pa. N Zone): x 38 1,313,199.29 feet; y = 356,478.88 feet. T 98-27 44 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No,12A North of Millburn to Volant A 18 (Springfield Township,Pa,Geod,S,,1939)—Located on U,S, Route 19 at a point 3*0 miles S of its junction with U,S, Route 62 in Mercer, The station is W of Route 19 and in the E fence line of Carpenter's Cemetery, 26 feet S of a center line of drive¬ way, 19 feet SE of the SE corner of the Samuel Fyffe's tombstone, and 2I4. feet W of the SW corner of Presley A, Mayne's tombstone. Station is marked with a Pa, Coordinate System bronze tablet, stamped "A 18, 1939”> set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inchea above the surface. Plane coordinates (Pa, N Zone): x = l,31t+,6)42,55 feet; 7 = 379,1+75*97 feet. B 18 (Springfield Township,Pa.Geod,S.,1939)—Reached from the intersection of U.S. Routes 62 and 19 in Mercer by going S on Route 19 for 2.55 miles, thence right on township road for 0,6 mile to the station site which is In close proximity to the residence of J,F. Bartholamew, The station is 20 feet W of the center line of the road at a point 132 feet N of the center of Bartholamew's driveway, 3.3 feet N of a telephone pole, and 3.1 feet SW of the fence post at the end of a wire fence. The station is approximately 2 feet S of the center line of this fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B 18 1939”, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 Inchea above the surface. This point was held fixed as an angle point on the township line between E, Lackawannook and Springfield Townships, ELS township comer being the W end of line and R 20 township comer being E comer of the line. Plane coordinates (Pa, N Zone): x = 1,313,2714..25 feet; 7 = 379A90.60 feet. B 18 INTERMEDIATE N0.1 (Springfield Township,Pa.Geod.S.,1939)— Temporary point on township random line and marked with a hub and tack. An offset to true line was made from this point. Por further detail see description of L 20 TL. Plane coordinates (Pa. N Zone): x = l,312,26l+.63 feet; y = 379,1+13.^9 feet. L 20 TL (E. Lackawannock-Springfield Townships,Pa.Geod.S,, I9I4.O)—Reached from the intersection of U.S, Routes 62 and 19 in Mercer by going S on Route 19 for 2.55 miles, thence right on township road for 0,6 mile to the station site which is In close proximity to the residence of J,F, Bartholamew, The station is due W of here approximately 1,050 feet, in the fence line separat- ing the properties of W, Weaver and H.E. Patterson, and is approximately 200 feet E of an intersection and jog in fence lines. The station is 1 foot S of the center line of the E-W fence. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”L 20 TL, I9I+0", set In top of a 6- by 6- by 30-inch concrete monument which protrudes I4. inches above the surface. All angles and distances on the main traverse line were measured from an offset station, 61+.09 feet distant, which was only temporarily marked with a hub and tack and is referred to x in the computations as B 18 Intermediate No.l, Station L 20 TL was set by a computed offset from B 18, Intermediate No.l and is therefore a point on true line between township corners ELS and B 18, E, Lackawannock and Springfield Township Lines, Plane coordinates (Pa, N Zone): x 1,312,263.80 feet; y 379,W.57 feet. •H-JHBf-SHHfr B 18 INTERMEDIATE NO.2 (E* Lackawannock-Springfield Townships, Pa,Geod.S,,1939)—Temporary point on township random line marked with a hub and tack. An offset to true line was made from this point. For further detail see description of K 20 TL. Plane coordinates (Pa. N Zone;: x = 1,311,119.1+9 feetj y = 379,1+60.91+ feet. K 20 TL (E. Lackawannock-Springfield Townships,Pa,Geod.S., I9I4.O)— Reached from the intersection of U.S. Routes 62 and 19 in Mercer by going S on Route 19 for 2.55 miles, thence right '.on •township road for 0.6 mile to the station site which is in Close proximity to the residence of J.F. Bartholamew. The station is due W of here approximately 2,200 feet, in the fence line separating the properties of W. Weaver and H.E. Patterson, approximately 35 feet E of a "T” Intersection of fences, the fence to the N separating properties of W. Weaver and J.C, Drake, The station is Ij.,2 feet S of the center line of the E-W fence. Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”K 20 TL, I9I+0", set in top of s 6- by 6- by 30-inch concrete monument which protrudes 4 inches above the surface. All angles and distances on the main traverse line were measured from an offset station, 1,88 feet distant, which was only temporarily marked with a hub and tack and is referred to In the computation as B 18 Intermediate No.2. Station K 20 TL was set by a computed offset from B 18, Intermediate No.2, and is therefore a point on true line between township corners ELS and B 18, E, Lackawannock and Springfield Township Lines. Plane coordinates (Pa. N Zone): x 1,311,119.61 feet; y 379,462.82 feet. B 18 INTERMEDIATE NO.3 (E. Lackawannock-Springfield Townships, Pa.Geod,S,,1939)—1Temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,310,3l8.1i+ feet; y = 379,1+81.93 feet. K 7 (E. Lackawannock Township,Pa.Geod.S.,1939 )—Reached from the junction of U.S. Routes 19 and 62 in Mercer by going S on Route 19 for 2.55 miles, thence right on township road for 0,15 mile, thence right (W) on another township road for 0.8 mile. The station is due S of this point approximately 0.3 mile and is located 27 feet W of the property corner of J.C. Blake, H.E. Patterson and Mr. Woods, the station being about 2 feet S of fence line dividing properties of Woods and Blake. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”K 7, 1938”, set In top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Township corner ELS is 26.59 feet to the eastward. For further detail see description thereof. Plane coordinates (Pa, N Zone): x = 1,3°9 #755.1+2 feetj y = 379,10+2.30 feet. ELS (TOWNSHIP CORNER) (E, Lackawannock-Springfield Townships, Pa,Geod.S.,I9I+0)—Reached from the junction of U.S. Routes 19 and 62 in Mercer by going S on Route 19 for 2,55 miles, thence right on township road for 0.15 mile, thence right(W)on another township road for 0.8 mile. The station is due S of this point approximately 0,3 mile and is located in the property fence corner of J.C, Blake and H.E, Patterson, this point also being the SW comer of ^dona¬ tion lot No,572 and the NW comer of donation lot No.562, the land to the SW being owned by a Mr. Woods. The station is marked with a Pa. Coordinate System bronze tablet, stamped ”ELS Township Comer, I9I+0”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface• The monument K 7 is 26,59 feet to the westward and on proper¬ ty belonging to Mr. Woods. Plane coordinates (Pa. N Zone): x = 1,309,781.81 feetj y = 379,1^1-5.57 feet. â– JHBRHHK* J 7 INTERMEDIATE (Springfield Township,Pa.Geod.S.,I939)— Temporary point only. No description. Plane coordinates (Pa. N Zone): x = 1,3°9,779*33 feetj 7 = 379,157.86 feet. *BB*-**-*-* J 7 (Springfield Township,Pa.Geod.S,,1939)—Reached from the junction of U.S. Routes 19 and 62 in Mercer by going S on Route 19 for 2,6 miles, thence right on township road for 0.15 mile, thence right (W) on another township road for 1.2 miles, thence straight or due S on a private lane for 1/4. mile. The station is E of this point approximately 1/4. mile. The station is I4. feet W of the property line fence dividing properties of Mr. Woods and H.E. Patterson and Is 783 feet S of the property comer, the adjoining lands of which are owned by Mr. Woods, J.C. Blake, and H.E. Patterson. (This comer is the NW corner of donation lot No.562). Station is marked with a Pa. Coordinate System bronze tablet, stamped ”J 7, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 Inches above the surface. Plane coordinates (Pa. N Zone): x = 1,309,778.22 feetj y = 378,660.10 feet. H 7 (Springfield Township,Pa,Geod.S.,1939)—Reached from the junction of U.S, Routes 19 and 62 in Mercer by going S on Route 19 for 2.6 miles, thence right on township road for 0.15 mile, thence right (W) on another township road for 1.2 miles, thence straight ahead due S on a private lane for 0,3 mile. The station is E of this point approximately I/I4. mile, In fence line dividing the properties of H.E. Patterson and Mr. Woods. Station is marked with a Pa, Coordinate System bronze tablet, stamped "H 7, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station, distant 8.65 feet,which was only temporarily marked with a stake. Plane coordinates (Pa, N Zone): x = 1,309,770.30 feetj y = 377,826.22 feet. G 7 (E. Lackawannock Township,Pa,Geod.S.,1938)--Reached from the junction of U.S. Routes 19 and 62 In Mercer by going S on Route 19 for 2.55 miles, thence right on township road (SW) for 1.6 miles to across road, thence right (W) for 0,35 mile which point is on the summit of a hill and at a N-S fence line just E of the residence of Elmer Humphreys. The station is approximately 2,000 feet N along the fence line. The station is 21 feet E of the fence line separating the properties of Frank Woods and John Patterson. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”G 7, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 Inches above the surface. Plane coordinates (Pa. N Zone): x = 1,309,714.0.05 feetj y * 376,539.57 feet. â– JHKKBHHS F 7 INTERMEDIATE (Springfield Township,Pa.Geod.S.,I939)—Tem¬ porary point only. No description. Plane coordinates (Pa. N Zone): x = 1,309,710.62 feetj 7 * 37l+,559.95 feet. F 7 (Springfield Township,Pa.Geod.S.,1938)—Reached from the junction of U.S, Routes 19 and 62 in Mercer by going S on Route 19 for 2.55 miles, thence right on township road (SW) for 1.6 miles to a cross road, thence right (W) for O.35 mile which point is on the summit of a hill and at a N-S fence line just E of the resi¬ dence of Elmer Humphreys. The station is S approximately 350 feet, on the N side of a fence, and 2I4. feet W of a fence corner on land owned by Elmer Humphreys. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”F 7, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,309,737.83 feetj Y = 373#798.07 feet. T 98-28 45 Line No,12A Continued E 7 (E* Lackawannock Township,Pa,Geod,S,*1939)—Reached from the junction of U,S. Routes 19 and 62 In Mercer by going S on Route 19 for 2,55 miles, thence right (SW) on township road for 2,1}. miles. The station is W of this point about I}.00 feet and on the N side of an E-W fence separating the properties of Fred Munnell and Howard Kirk and is 58 feet W of a fence corner. Station is marked with a Pa, Coordinate System bronze tablet, stamped "E 7, 1938“, set in the top of a 6- by 6- by JO-lnch concrete monument which protrudes 2 inches above the surface. Plane coordinates (Pa, N Zone): x = 1,309,652,96 feet; y = 370,861}.,12 feet, 4BHHRHH* D 7 (Wilmington Township,Pa.Geod,S,, 1938 )—Reached from the junction of U,S, Routes 19 and 62 in Mercer by going S on Route 19 for 2,55 miles, thence right (SW) on township road for 2,6 miles. The station is on the summit of a sharp knoll which has been partially excavated for obtaining gravel. Station is marked with a Pa, Coordinate System bronze tablet, stamped “D 7, 1938“, set in the top of a 6- by 6- 30-inoh concrete monument which protrudes i}, inches above the surface. Plane coordinates-(Pa, N Zone): x » 1,309,611,87 feet; y * 369/534.34 feet. •3HMRBH1-& C 7 (Wilmington Township,Pa,Geod.S.,1938)—Reached from Leesburg by going N on H,S. Route 19 for 0,5 mile, thence left (W) on Route I43012 for 1,6 miles to a cross road, thence right (N) on township road for O.35 mile, this point being 151 feet H of the center of a private road leading to the residence of J,M, Edebum. The station is in the approximate center line of the roadway, 100 feet SW of an electric power pole, 17.6 feet NW of a telephone pole, and 18.5 feet W of a reference mark which is a 6- by 6- by 30-inoh concrete monument, with nail in center, protruding 6 inches above the surface. Station is marked with a Pa, Coordinate System bronze tablet, stamped “C 7, 1938”, set in top of a 6- by 6- by 50-inch con¬ crete monument which is 8 inches below the surface. Plane coordinates (Pa, N Zone): x ** 1,309,619*12 feet; 7 = 367,314-7.77 feet. B 7 (Wilmington Township,Pa.Geod,S,,1938)—Reached from Leesburg by going N on U,S, Route 19 for 0,6 mile, thence left (V/) on State Route 208 for 1,6 miles to a cross road, thence left (S) on township road for 0.2 mile to a vacant farmhouse. The station is in the approximate center line of the roadway. Station is marked with a Pa, Coordinate System bronze tablet, stamped "B 7, 1938”, set in top of a 6- by 6- by 30-inoh concrete monument which is 8 inches below the surface. Reference mark No,! is a nail in a blaze on a 15-ineh maple tree which is on the W side of the road. Reference mark No.2 is a 6- by 8-inch sandstone property line marker which protrudes 3 inches, this marker being on the E side of the roadway and at a fence corner. DIRECTION 0°00»00,i0 87 30 255 12 268 52 lip > 1,309,611.07 feet; OBJECT DISTANCE A 7 feet R.M.No.l 1S,7 R.M.No.2 18,53 Water tank (finial) Mine No,5 Plane coordinates (Pa. N Zone): y = 363,820.66 feet. A 7 (Wilmington Township,Pa,Geod,S,, 1938)— Reached from the intersection of U.S. Route 19 and State Route 208 by going W on the latter for a distance of 1.6 miles, thence left (S) on Township Road 650 for 0,6 mile to the residence of Scott W. Brandenburg, The station is in the approximate center of the roadway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "A 7, 1938", set in top of a 6- by 6- by 30-inch concrete monument which is 8 inches below the surface, \\ Reference mark No,l is the SW comer of the foundation of Brandenburg1s barn and is NE of the station, \ Reference mark No,2 is a drill hole in a field stone which is located at the edge of a large stone pile SW of the station, OBJECT DISTANCE DIRECTION B 7 feet 0°00»00'j0 R,M,No,l (cor, of bam foundation) 67*59 77 54 00,0 R.M.No.2 99.55 , , 193 42 Plane coordinates (Pa, N Zone): x *= 1,309,606,18 feet; y *= 36l,881p,89 feet. W.S. INTERMEDIATE (Wilmington Township,Pa.Geod.S.,1938)— Reached from the intersection of U.S, Route 19 and State Route 208 by going W on the latter for a distance of 1,6 miles, thence left (S) on Township Road 650 for 0,8 mile. The station Is in the cultivated field to the eastward and llj-3 feet from center line of roadway on property owned by Robert Cooper, Station is marked by a drill hole in a field stone in which Is inserted a wooden plug with nail In center, mark projects approximately 0,1 foot, A new building has been built in line with this station and A 7, and it is probable that ownership of land has changed. Plane coordinate* (Pa, N Zone): x » 1,309*596.93 feet; y s 360,846,06 feet. 4HHHHHt# W.S, (TOWNSHIP CORNER) (Springfield-Wilmington Townships, Pa,Geod.S.,1938)—Reached from the intersection of U,S, Route 19 and State Route 208 by going W on the latter for a distance of 1,6 miles, thence left (S) on township road for 1 mile, which point is at the driveway leading E to the residence of Robert Cooper, The station is on the E side of the driveway at a point 379 feet E of the main road, 232 feet S of a fencq comer, and 18 Inches S of a fence along the E side of driveway. Station is marked with a Pa, Coordinate System bronze tablet, stamped “W.S,, 1938", set In top of a 6- by 6- by 30-inch concrete monument which protrudes 2 Inches ahove the surface. This station is a corner of Wilmington and Springfield Town¬ ships, and was established by data obtained from a sketch of the 1897 Mercer*-Lawrence County Boundar y Survey. Plane coordinates (Pa, N Zone): x * 1,5°9*595»55 f««t; y = 360,292.95 feet. COUNTY CORNER 4c*3-4 (I897) (Ms re cr-Lawrence County Bouadi.ry, Pa,Geod,S«,1938)—Reached from the junction of U.S. Route 19 and State Route 208 by going W on the latter for 1,6 miles, thence left (S) on Township Road 650 for 0,9 mile, which point la at a bridge aeroas a run, and about 300 feet S of a driveway loading to the residence of Robert Cooper end station site* The station is 10 feet NW of the wire fence along the NW side of the roadway, 20 feet S of a small run, and 9.9 feet W of a telephone pole, This station was established by the Meroer-Lawremee County Boundary Survey of 1897 end is marked with a 6- by 6- by $Q-lneh sandstone monument, dressed 6 inches down from its top, with cross in top marking the center. Monument protrudes 6 inehes above the surfaee of the ground, A submark eonsisting of a eonorete slab, 8-lnehes square and 3 inehes thlok with a 5/4-insh hols in cent or was plaeed beneath the original monument, and the center of hole in the submark was plumbed exactly in line with the cross on the surface monument. Reference mark No,l is a cross chiseled in the top ef a large field stone shieh is W and N ef the station. Reference mark No*2 is also a cross shiselcd in a large field stone and is SW of the station, OBJECT DISTANCE DIRECTION AMMON *0* feet 0°00*00^0 R.M.No.l 30,0 21}. 00 00,0 R.M.No.2 61}..0 317 18 Plane coordinates (Pa, N Zone): x «= 1,509,075,64 feet: y * 360,299.44 f®et. AMMON "C“ (Mercer-Lawrence County Boundary,Pa,Geod,S,,1938)— Reached from the junction of U.S, Route 19 and State Route 208 by goiug W on the latter for 1,6 miles, thence left (S) on Township Road 650 for 0,9 mile which point is at a bridge across a run and about 300 feet S of a driveway leading to the residence of Robert Cooper. The station is W of this point about 390 feet and on the summit of a small knoll on land belonging to the Brenneman estate. This station was established by the Mercer-Lawreno© Boundary Survey of 1897 and is marked with a 6- by 6- by 30-inoh sandstone monument, dressed 6 inches down from its top, with cross In top marking the center. Monument protrudes 0.4 foot above the surface of the ground. Plane coordinates (Pa, N Zone): x « 1,308,696.91 feet; y = 360,305,95 feet. AMMON "B" (Mereer-Lawrenoe County Boundary,Pa,Geod,S.,1938)— Reached from the junction of U.S, Route 19 and State Route 208 by going W on the latter for 2,2 miles, thence left (S) on Township Road 620 for 0.8 mile, which point is 0.2 mile S of the junction of Township Roads 620 and 311, here turn left (E) into an old abandoned lane and go about 850 feet to the station site, which is in the field to the S on land belonging to the Brenneman estate Station is marked with a flat concrete slab, 8 inches square and 3 inches thick, with 3/4“1nch hole in center and is 18 inches below the surfaoe of ground, Reference mark No,l is a 6- by 6- by 30-inch concrete monu¬ ment, with 3/4-inch hole in top, protruding 6 Inches, and is located in the rall fence line along the S side of the lane. Reference mark No.2 is marked same as No,l, and Is also In the rail fence line along the S side of lane. OBJECT DISTANCE AMMON “A“ feet Water tank (finial) Mine No,2 R.M.No.l 142.61 R.M.No.2 89.3I Plane coordinates (Pa, N Zone): x *= y » 360,336,44 feet. DIRECTION 0°00*00’.’0 172 06 17,9 21 05 146 15 1,306,922.21 feet; AMMON "A" (Wilmington Township,Lawrence County,Pa.Geod,S., 1938)—Reached from the Intersection of U,S, Route 19 and State Route 208 by going W on the latter for a distance of 2,2 miles, thence left (S) on Township Road 620 for 0,8 mile which point is 0,2 mile S of the junction of Township Roads 620 and 311, and there Is also an old abandoned lane leading off the main road to the eastward. The station Is W of here and close to the first fence line reached in going across the pasture and on land belong¬ ing to the Brenneman estate. Station is marked with a Pa, Coordinate System bronze tablet, stamped “AMMON ”A“, 1938", set in top of a 6- hy 6- by 30-inch concrete monument which protrudes 6 Inches above the surface. Reference mark No.l is a 5/8-inoh drill hole in a field stone and is in the fence line NW of the station. Reference mark No.2 Is marked the same as No,l, and is in a field stone SW of the station, DISTANCE DIRECTION feet 0°00»00':0 73.65 275 56 32.87 19 55 N Zone): x = 1,305,010,17 feet; OBJECT AMMON C. & G,S. R.M.No.l R.M.No,2 Plane coordinates (Pa, y = 360,301,62 feet. 34480 (1897) (Wilmington Township, Lawrence County,Pa.Geod, S.,1938)—Reached from the junction of U,S, Route 19 and State Route 208 by going W on the latter for 1,6 miles, thence left (S) on Township Road 65O for 0.9 mile, which point is at a bridge across a run and about 300 feet S of a driveway leading to the residence of Robert Cooper, The station Is located S of this point on the summit of a knoll, and in a cultivated field, 534 feet due S of monument 40+l4# and 257 feet NE of the SW corner of the cultivated field. The station was established by the Mercer-Lawrence Boundary Survey of 1897 and was originally marked with a 6- by 6- by 30- inch sandstone monument, dressed 6 inches down from its top. The dressed portion had been recently broken off in cultivating the field. The center of remaining portion was ascertained as nearly (Continued on p. 46) T 98-29 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No,12A Continued 34+80 (1897) (Continued) as possible and was re-marked with a 5/8-lnck drill hole, the mark then being tied off and lowered to a depth of 18 inches. Plane coordinates (Pa, N Zone)j x » 1,309,066,16 feet; y - 359,766.6^ feet. MeCURDY N BASE (Wilmington Township,Lawrence County,Pa.Geod. S,,1938)—Reached from Volant by going N on a township road from its intersection with State Route 278 for a distance of 0*3 mile, thence on left fork for 0,2 mile. The station is E of this point, approximately 500 feet, and is 45 feet N of a wire fence line, 5 l/2 feet SE of a bolt in the SW corner of an old concrete engine base, and 3 1/2 feet SW of a similar bolt in the SE cor¬ ner of the sane engine base. Station is marked with a Pa. Coordinate System bronze tablet, stamped "MeCURDY N BASE, 1938", set in top of a 6- by 6- by 30- inch concrete monument which protrudes 6 inches above the surface, A subsurface mark consisting of a concrete slab, 8 inches square and 3 inches thick with 3A--lnch hole in center, was placed beneath the station mark, and is 2 feet below the surface of the ground, and the hole in submark was plumbed exactly in line with the center of tablet in surface mark. Plane coordinates (Pa, N Zone): x = 1,309,026*83 feet; 7 = 557,518.07 feet. Me CURDY S BASE 22+09 (1897) (Wilmington Township, Lawrence County,Pa,Geod.S.,1938)—Reached from Volant by going N on a township road from its intersection with State Route 278 for a distance of 0,2 mile. The station is ll4 feet N of this point and in the E fence line of an orchard belonging to Ella McCurdy. This point was established by the Mercer-Lawrence County Boundary Survey of 1897, and Is marked with a 6- by 6- by 30-inch sandstone monument, dressed 6 inches down from its top, protruding 0,2 foot above the surface. Plane coordinates (Pa. N Zone): x « 1,308,989*14 feet; 7 = 556,314.54 feet. SMITH (Wilmington Township,Lawrence County,Pa.Geod.S,,1938) — Located on the brow of a high hill overlooking Neshannock Creek, 0,5 mile NE of Volant, The station Is 2 feet W of a building, housing an oil pump engine belonging to Charles B. Smith, Station Is marked with a Pa. Coordinate System bronze tablet, stamped "SMITH, 1938", set in top of a 6- by 6- by 30-inch con¬ crete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,311,266,76 feetj 7 = 356,193.16 feet. SMITH "A" (Wilmington Township,Lawrence County,Pa.Geod,S., 1938)—Located on State Route 168 at a point 0.6 mile NE of its junction with State Route 278 and at the Mercer-Lawrence County Boundary Line, The station is 31 feet NW of the center line of Route 168, and a few feet SW of the county line markers. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "SMITH "A", 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa, N Zone): x = 1,312,719.72 feet; y = 356,102.04 feet. iHHKMHHfr SMITH "B" (Wilmington Township,Lawrence County,Pa.Geod.S,, 1938)—Reached from Leesburg by going S on U,S, Route 19 for 1,5 miles, thence right (W) on township road for 0.2 mile, thence right through gate and across the fields NW for l/fy. mile to a fence line at the edge of some woods. The station is located near the summit of a knoll, 22' feet W of a raid fence, 19 feet SE of a 4- foot stump, and 25 feet SE of the highest portion of the knoll. Station is marked with a Pa, Coordinate System bronze tablet, stamped "SMITH "B", 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,318,742*06 feetj y at 354,608.41 feet. 47 UNITED STATES COAST AND GEODETIC SURVEX AND STATE SUHVET Seoond-ordsr Traverse Line No.15 Mercer to Bo«an School E 9 (Findley Township,Pa,Geod•S,,19 38) —Looated on S Pitt Street (State Route 258) 1*15 mil®s SSE from the intersection of Pitt and Market Streets in Meroer* The station is about 150 feet S of this point and in a property fence line. Station is marked with a Pa, Coordinate System bronze tablet, stamped "E 9, 1938% set in top of a 6- by 6- by 30-inoh concrete monument will oh pro t rude s 6 inohes above the surface* Plane ooordinates (Pa. N Zone)* x,** 1,318,815.83 feetj y * 389,865*62 feet. F 9 (Mercer Boro,Pa.Geod.S,,1938)—Looated on S Pitt Street at a point 57O feet S of its Junction with S. Alley and is on the bank between the W edge of roadway and ©emetery fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F 9, 1938", set in top of a 6- by 6- by 30-inoh concrete monument which protrudes 6 inohes above the surface. OBJECT DIRECTION 0 9 o°00*0050 Courthouse dome, finial 350 ll 00,0 Plane ooordinates (Pa. N Zone)* x » 1,315,603.31 feetj y - 39l4-,07l+.73 f®«t. 0 9 (Mercer Boro,Pa,Qeod.S,,1958)—Looated in very close proxlmity to the intersection of center lines of S. Pitt Street and South Alley. Station is marked with a Pa. Coordinate System bronze tablet, stamped "O 9, 1933% cemented in the brick paving, the bricks having been removed and the space thereof being filled with con¬ crete and the mark set therein. No verification of true center line made at this point by this survey. Plane ooordinates (Pa. N Zone)* x » 1,315,639.1^ feet* y « 39l|,6l4l4..27 feet. H 9 (Meroer Boro,Pa,Oeod.S,,1938)—Looated in very close proxlmity to the intersection of center lines of N Pitt Street and Blaekberry Alley. Station is marked with a square-head®d lag screw in a galvanized-iron expansion unit, set in drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. No verification of true center line made at this point by this survey. Plane ooordinates (Pa, N Zone)* x * 1,315,669,06 feet* y « 596,520.15 f®et. J 9 (Mercer Boro,Pa.Geod.S.,1938)—Looated at th© ©enter of the intersection of N, Pitt and Venango Streets. Station is marked with a squar©-headed lag screw in a galvanized-iron expansion unit, set in drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. No verification of true center line made at this point by this survey. Plane ooordinates (Pa. N Zone)* x * 1,315,671,72 feet; y - 396,690.511- feet. K 9 (Mercer Boro,Pa,G9od,S.,1938)—Looated at the approximate intersection of center lines of N. Pitt Street and N. Alley. Sta¬ tion is 6l.5l4- feet from the SW corner of house No.300 Pitt Street, and 6l.l5 feet from the NW comer of house N0.2I4.6 Pitt Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped #K 9» 1938'% cemented and countersunk in the conorete pavement. Plane ooordinates (Pa, N Zone)* x â–  1,315,686.08 feetj y - 397*214-8.99 feet. P 9 (Cool Spring Township,Pa.Geod.S.,1938)—Looated on State Route 58 about 1 1/2 miles NW of Mercer Boro, across the highway and E of the S entrance leading to the County Home. Station is marked with a 2- by 3“ by 12-lnch wooden stake driven in the highway berm and is at the S end of a culvert, on the S side of an ash road leading to the eastward. A nail In the stake denotes true point. Plane ooordinates (Pa. N Zone): x « 1,312,990.83 feetj y ** I4.0I4., 078,56 feet. »*#*##* NWMB OFFSET (Meroer Boro,Pa.Geod.S,,1938)—Looated at the NW comer of the P.D.H. Maintenance garage property, at the comer of N Alley and W Alley. The station is marked with a Pa, Coordinate System bronze tablet, stamped "NWMB OFFSET, 1939”* set in bop of a 6- by 6- by 50-Inoh concrete monument which was set and centered exactly in place of a hub which was found at this comer. All angles and distances on the main traverse line were measured from station, NWMB distant 17.705 feet, which was only temporarily marked with an iron pin. Plane ooordinates (Pa. N Zone)* x « 1,313,383,14.6 feetj y * 397,269.6)4. feet. SWGS INTERMEDIATE NO,3 (E, Lackawan.nook Township,Pa.Geod.S,, 1938)—Station is reached from the intersection of N Alley and W Alley in Mercer by going W on township road for a distance of O.75 mile. The station is S of this point approximately 1,100 feet and In a gully. Station is marked with a Pa, Coordinate System bronze tablet, stamped "SWCS INTER. NO. 3, 1938% set in top of a 6- by 6- by 30-Inch concrete monument which protrudes 6 inohes above the sur¬ face. This station was established as being in very close proxlmity to the township comer but further research and investigation of township alteration and set-up later disproved this, hence this station merely reverts to being another random control point. Plane ooordinates (Pa, N Zone): x « 1,309,1414.0,714. feetj y - 597,459.15 r«»t. SWCS (E. Lackawannock Township,Pa.Good.S.,1938)—Station Is , reached from the Intersection of N Alley and W Alley in Mercer by going W on township road for a distance of O.75 mile. The station is N of this point approximately I4.65 feet and is looated In a fence comer, the adjoining land s of which are owned by H. Shaffer, W,J. Darraugh, and J.S. McCullough. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "SWCS, 1938% set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inohes above the surface. This point was established to be In close proxlmity to the township comer of Jefferson, E, Lackawannock, and Cool Spring Townshipsj but no further Survey supporting this was done, there¬ fore, this point merely remains as a random point at or near the aforesaid township comer s. Plane ooordinates (Pa. N Zone): x = 1,309,7214.,89 feetj y - 399*009,14.9 feet. JEL (E. Lackawannock Township,Pa.Geod.S,,1938)—Station is reached from the intersection of N Alley and W Alley in Mercer by going NW on State Route 258 for a distance of 0,85 mile. The station is SW of this point approximately 1,000 feet and in the property line fence separating propertles of W.J, Darraugh and J.S. McCullough, Station is marked with a Pa. Coordinate System bronze tablet, stamped "JEL, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. This station was intended to be in close proxlmity to the Jefferson-E Lackawannock Township line, but later research into the establishment of township lines place it as being definitely N of these lines. No further work on townships being done, this station reverts to being merely another control point. Plane ooordinates (Pa, N Zone): x « 1,309,720,96 feetj y « 14.00,155.09 feet. L 9 (Mercer Boro,Pa,Geod.S.,1938)—Looated at the approximate intersection of center lines of North Alley and Strawberry Alley, Marked with a spike. Temporary point only. Plane coordinates (Pa. N Zone): x « 1,315,14.00.142 feetj 7 - 397*255**4-6 feet. M 9 (Meroer Boro,Pa.Geod.S.,1938)—Looated at the intersection of N. Alley and Erie street, 17*72 feet E of the center line of Erie Street. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "M 9* 1938", cemented and countersunk ir the conorete pavement. Reference mark is a drill hole filled with lead with brass screw In center and Is In the curb at the SW comer of the street Intersection, OBJECT DISTANCE DIRECTION N 9 feet 0°00<00g0 R.M, 14.3.3*4- 268 29 Courthouse Dome, Finial I84 33 Plane coordinates (Pa. N Zone): x = 1,315,136,*4.5 feetj y * 397,26l.lA feet. N 9 (Cool Spring Township,Pa,Geod,S., 1938)— Station is lo¬ cat e d in the approximate center line of State Route 58 in very close proxlmity to the N boundary line of the Boro of Meroer. Station is marked with a standard Pa, Coordinate System bronze tablet, stamped "N 9, 1938", cemented and countersunk In the conorete paving. Plane ooordinates (Pa. N Zone): x â–  l,3lLt.,8l4.5.73 feetj y « 398,214.6.81 feet. D 9 (Cool Spring Township,Pa,Geod,S,,1938)—Looated on State Route 58 at its Junction with Township Road 65I4-. which point is 1,5 miles NW from the Junction of State Route 58 and U.S, Route 19 in Mercer. The station is on the SW side of Route 58 approxi¬ mately 35 feet from center X.sx*. and In close proxlmity to an old abandoned building. Station is mar?678.08 feet. ******* L 8 (Greene Township,Pa.Geod.S.,1938)--Reached from the intersection of State Routes 18 and 58 in Greenville by going N on State Route 18 for a distance of 1.5 miles, thence straight ahead on Township Road 53O for 2.1 miles, thence left (W) for 0.45 mile, thence right (N) for 0.3 mile, thence right (E&N) for 1.35 miles to the station site. The station is in the approximate center line of the roadway. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”L 8, 1938”, set in top of a 6- by 6- by 24-inch concrete monument which is 1 foot below the surface. The reference mark is a 6- by 6- by 30-inch concrete monu¬ ment with nail In center of top, protrudes 7 inches above the surface, and is located on the E side of the roadway. OBJECT DISTANCE DIRECTION K 8 feet 0°00*00‘10 R.M. 19.95 87 38 Plane coordinates (Pa. N Zone): x = 1,279,429.04 feet; y » 488,280.86 feet. ******* ******* T 98-36 Line No.13 (continued) K 8 (Greene Township,Fa.Geod.S.,1938)—Rsached from the intersection of State Routes 18 and 58 in Greenville hy going N on Route 18 for a distance of 1.5 miles, thence straight ahead on Township Road 530 for 2,1 miles, thence left (W) for Q.I4.5 mile, thence right (N) for 0.3 mile, thence right (E&N) for 1.6 miles to a cross road and station site which point is also 2,000 feet S of the Mercer-Crawford County line. The station is in the approximate center of the road intersection. Station is marked with a Pa. Coordinate System bronze tablet, stamped "K 8, 1938", set in top of a 6- by 6- by 2lj.-inch concrete monument which is 1 foot below the surface. Reference mark No.l is a drill hols filled with lead with brass screw in center in a 6- by 6- by 2ip-inch sandstone shaft, which protrudes 0.1 foot, and is located at the NE corner of the road intersection. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in a field 3tone which is located at the SW corner of the road intersection. OBJECT DISTANCE DIRECTION L 8 feet 0°00»00'I0 R.M.No.l R.M.No.2 Plane coordinates (Pa. N Zone): x = 1#279*627.JpO feet; y = 1*89,522.63 feet. 54 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No,l6 Richard School to Wheeler Hill A 8 (Delaware-Kercpfield Townshlps,Pa.Geod.S,,1938 )--Reached from Greenville via State Route 58 by going s approximately 2.7 miles to its junction with Route I+3038, thence continue S on Route 58 i’01' 0*2 mile, thence left or due E on Township Road 68l for 0.3 mile, which point is at a "Y" junction of township roads just N of the Greenville Greenhouse, The station is in the approximate intersection of roadways. Station is marked with a Pa, Coordinate System bronze tablet, stamped "A 8, 1938", set in top of a 6- by 6- by 2l+-inch concrete monument which protrudes 6 inches above the surface. Reference mark No,l is a 6- by 6- by 30-inch concrete post with 3A-Inch drill hole in center, protrudes 6 inches above the surface, and is located on the S side of the roadway. Reference mark No,2 is a drill hole in a regular sandstone boulder and is located NW of the station and at the edge of the roadway. Reference mark No,3 is a drill hole filled with lead in a field stone and is looated NE of the station, OBJECT DISTANCE DIRECTION Z 7 feet 0°00^00',*0 R.M.No.l 13.90 102 1+6 30 R,M«No,2 35.22 213 I|l 10 R,M.No,3 77.60 229 31 10 Plane coordinates (Pa, N Zone): x = 1,285,1+70.15 feet; y = l+l+6,538.00 feet. Z 7 (Delaware-Hempfield TownshIps,Pa,Geod.S.,l938 )--F.eached from Greenville via State Route 58 by going S approximately 2*7 miles to its junction with Route i+3038, thence continue S on Route 58 for 0.2 mile, thence left or due E on Township Road 68l for 0.5 mile, which point is at a lane leading S to the residence of R, Oley. The station is on the N side of the roadway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z 7, 1938", set in top of a 6- by 6- by 2l+-inch concrete monument which is 6 inches below the surface. The reference mark is a 6- by 6- by 30-inch concrete monu¬ ment with a 3/U-inck bole in top and is in the hedge line along the N side of the road, OBJECT DISTANCE DIRECTION Y 7 feet 0°00«00,.,0 R.M. 10,17 266 55 00,0 Lightning rod on the R, Oley residence 83 5l+ Plane coordinates (Pa. N Zone): x = 1,287,1+28.66 feet; y = 1+1+6,570.1+9 feet. -JHKKHHR* Y 7 (Delaware-Hempfield Townships,Pa.Ceod,S.,1938)--Reached from Greenville via State Route 58. by going S approximately 2.7 miles to its junction with Route i+3038, thence continue S on Route 58 for 0,2 mile, thence left or due E on Township Road 68l for 1,0 mile to the station site, which point is at the property line separating properties of S. Thompson and W. Black. The station is marked with a Pa, Coordinate System bronze tablet, stamped "Y 7, 1938", set in top of a 6- by 6- by 2i+-inch concrete monument which is 1 foot below the surface. The reference mark is a 6- by 6- by 30-inch concrete monument with a 3/l+-ihch hole in top and is located N of the station on the N side of the roadway. OBJECT DISTANCE DIRECTION Z 7 feet 0°00»00'i0 R.M. 6.1+2 92 35 1+0 Plane coordinates (Pa, N Zone): x = 1,292,068,17 feet; y = 1+1+6,536.1+8 feet. thence left (E) on Township Road 56I+ for 1.6 miles to Route I+30I+I+, thence right SE on the latter for O.65 mile, thence left on Township Road 683 for 0,2 mile. The station is 1500 feet due N of this point and on property owned by R.H. Hecker and is in the wire fence line belonging to Hecker and in close proximity to the property corner of Hecker and Babcock. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W 7* 1938"* set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x = l,29l+,289.38 feet; y = 1+51,055.37 feet. V 7 (Hempfield Township,Pa.Geod.S,,1938)—Reached from Green¬ ville via State Route 58 by going S approximately 2,7 miles to its junction with Route I+3038, thence continue S on Route 58 for 0.2 mile, thence left (E) on Township Road 561+ for 0.1 mile, thence take left fork and go 2,15 miles, thence right (E) on Township Road 717 for 0,2 mile to the residence of W.C. Swartzpek. The station is S of this point on the summit of a hill and in the W fence line of a lane leading to Swartzpek's barnyard and to a pasture. Station is marked with a pa. Coordinate System bronze tablet, stamped "V 7, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 2 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was temporarily marked with a wooden stake. Plane coordinates (Pa. N Zone): x = 1,29!+,31+5,61+ feet; y = 1+53,822.02 feet. •JHHHHHW' U 7 (Hempfield Township,Pa.Geod.S.,1938)--Reaohed from Green¬ ville via Route 58 by going S approximately 2.7 miles to its junc¬ tion with Route I+3058, thence oontinue S on Route 58 for 0.2 mile, thence left (E) on Township Road 56I+ for 0.1 mile, thence take left fork and go 2,55 miles to a junction with Route I+30I+7, thence right (E) for 0.2 mile to the station site. The station is on the S side of the roadway and in the fence c rner, the land to the E being owned by Alice Grocott, and that on the W owned by George Reimold. Station is marked with a Pa. Coordinate System bronze tablet, stamped MU 7, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. All angles and distances on the main traverse line were measured from an offset station which was only temporarily marked with a stake. Plane coordinates (Pa. N Zone): x « l,29l+,35^.03 feet; y ® 1+56,766.75 feet. D.H.O.C. (Delaware-Hempfield-Otter Creek Townships,Pa,Geod.S,, 1938)—Reached from Greenville via State Route 58 by going S approximately 2.7 miles to its junction with Route 4.3038, thence continue S on Route 58 for 0,2 mile, thence left or d.ue east on Township Road 68l for 1.85 miles, which point is at the property line between properties of S Thompson and Baer and station site. The station is in the approximate center line of the roadway and directly on line with the extension of S. Thompson and Baer property line fence, and is 16 l/2 feet due S of corner post. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D.H.O.C.,1938", and set in the top of a 6- by 6- by 2)+-inch concrete monument, 0.1 foot below the surface. In addition to the above mark there was also a submark placed beneath the upper mark and which consists of a concrete slab 1 foot square and i+ inches thick with 3A-itioh hole in center; center of hole in submark was plumbed exactly under center of bronze tablet in the upper mark. The reference mark is a 6- by 6- by 30-inch concrete monu¬ ment, distant 33*50 feet, and is located 2 feet E of the Baer- Thompson property line fence and N of the fence corner. Plane coordinates (Pa, N Zone): x *• 1,29I+,35°.70 feet; y * 1+1+6,569.97 feet. X 7 (Hempfield Township,Pa,Geod.S.,1938)—Reached from Greenville via Route 58 by going S approximately 2,7 miles to its junction with Route I+3038, thence oontinue S on Route 58 for 0.2 mile, thence left or due E on Township Road 68l for 1.85 miles, which point is at the property line between properties of S, Thompson and Baer. The station is 827 feet N of this point and on the W side of the Baer-Thompson property line fence. Station is marked with a Pa, Coordinate System bronze tablet, stamped "X 7, 1938", set in top of a 6- by 6- by 30-inch concrete monument whl.ch protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x « l,29l+*3l+3*2i+ feet; y = 1+1+7*398,1+7 feet. W 7 (Hempfield Township,Pa.Geod.S,,1938)—Reached from Green¬ ville via Route 58 by going S approximately 2.7 miles to its Junc¬ tion with Route 4.3030, thence oontinue S on Route 58 for 0.2 mile, T 99-2 55 UHITED STATES COAST AMD GEODETIC SURVEY AMD STATE SURVEY Second-order Traverse Line No. 17 Sharp3vill9 to Wheatland 1 S (Hickory Township, Fa. Good .S., 1939)— Located near Sharps- ville at the approximate intersection of center lines of Buhl Farm Drive (Mercer Avenue) and driveway comprising E entrance to Buhl Farm, and 17.8 feet W of the property line fence along the E side of Mercer Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "l-S, 1939“, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l i3 a drill hole filled with lead with brass screw in center in a very large boulder which is N of the entrance to Buhl Farm and W of Mercer Avenue. Reference mark No.2 is a punchmark in the rim of a manhole which is on the S side of entrance to Buhl Farm and approximately on line with W line of Mercer Avenue. OBJECT DISTANCE DIRECTION BUHL FARM feet 0°00'0020 R.M.No.l 40.35 46 57 10 R.M.No.2 51.85 270 22 20 Plane coordlnates (Pa. N Zone): x = 1,251,597.18 feet; y =* 406,033.47 feet. 2 S (Hickory Township,Pa.Geod.S.,1939)—Located near Sharon in the approximate center line of Mercer Avenue (Route 43008) at a point 0.3 mile S cf the E entrance to Buhl Farm. Station is 108.95 feet SW of the SW corner of the E.C. Kloss residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "2-S, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface • Reference mark No.l is the SW corner of the Kloss residence. Reference mark No.2 is a nail in a blaze on a 6-inch maple tree which is on the E side of the roadway. Reference mark No.3 is a 6- by 6- by 30-inch concrete monu¬ ment with 3/4-inch pole in center, protruding 6 inches above the surface and is on the left side of the road. OBJECT DISTANCE DIRECTION l-S feet 0°C0»0020 Water Tank (fin!al) W.E.M. Co. R.M.No.l 108.95 R.M.No.2 18.33 R.M.No.3 35.90 Plane coordlnates (Pa. N Zone): x y = 404,552.67 feet. 312 47 45 38 56 40 86 36 10 271 52 10 1,251,582.32 feet; 2 S INTERMEDIATE (Hickory Township,Pa.Geod.S.,1939)—Station is located near Sharon at the approximate intersection of center lines of Mercer Avenue (Route 43008) and the extension of Highland Road, and is 64.80 feet SE of the NE oorner of a walk leading to the residence of S. Scott. This station is a temporary point only and is marked with a railroad spike driven in the pavement until it was flush with the surface• Reference mark No.l is a punchmark in the rim of a gas valve which is on the W side of the highway. OBJECT DISTANCE DIRECTION 2-S feet (POO'OO'JO R.M. 13.75 274 46 20 Plane coordlnates (Pa. N Zone): x * 1,251,554.85 feet; y » 402,558.89 feet. â– H-#"*#**# 3 S (Hickory Township,Pa.Geod.S.,1939)—Located near Sharon at the center of the intersection of U.S. Route 62 and Route 43008 which intersection is locally known as Trout's Corners. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "3-S, 1939", cemented and countersunk in the con¬ crete pavement, flush with the surface. Reference mark No.l is a drill hole filled with lead with a brass screw in center and is in the head wall of a culvert abut¬ ment at the SE oorner of the intersection'. Reference marks No.2 and No.3 are marked the same as No.l and are also in culvert abutment head walls, at the NW and NE corners of the intersection respectively. OBJECT DISTANCE 2-S INTERMEDIATE feet R.M.No.l 21.42 R.M.No.2 23.54 R.M.No.3 32.44 DIRECTION o°oo»oo2o 48 08 00 212 24 00 299 13 10 Plane coordlnates (Pa. N Zone): x ** 1,251,532.97 feet; y « 400,376.89 feet. â– iHHHHHS"* 4 S (Hickory Township,Pa.Geod.S.,1939)—Located near Sharon on Route No. 43008 at a point 0.35 mile S of its junction with TJ.S. Route 62 (Trout's Corners). Station is in the approximate center of road and 117.72 feet N of a telephone pole on which is inscribed highway station 0/31. Station is marked with a Pa. Coordinate System bronze tablet, stamped "4-S, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which is 1 inch below the surface of the roadway. Reference mark No.l is a drill hole filled with lead with brass screw in center in a large boulder which is at the E edge of the roadway. Reference mark No.2 is a metal gas line marker and is on the W side of the road. OBJECT DISTANCE DIRECTION 3-S feet C°00'0020 R.M.No.l 23.44 50 01 00.0 R.M.No.2 32.90 210 42 30 Plane coordlnates (Pa. N Zone): x » 1,251,509.29 feet; y « 393,561.27 feet. iHHHt-SHHfr 5 S (Hickory Township,Pa.Geod.S.,1939)—Located near Sharon on Route 43008 at a point 0.55 mile S of its junction with U.S. Route 62 (Trout's Corners). Station is in the approximate center of the roadway; 25.8 feet S of a telephone pole on which is in¬ scribed highway station 0/20; 274.65 feet SE of the SE corner of the Gottschalk residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "5-S, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center in a large boulder which is on the E side of the roadway and close to the telephone pole mentioned above. OBJECT DISTANCE DIRECTION 4-S feet 0°00'00"0 WPIC Tower 188 25 11.0 R.M.No.l 36.92 32 03 20 Plane coordlnates (Pa. N Zone): x * 1,251,484.80 feet; y = 397,343.92 feet. 6 S (Hickory Township,Pa.Geod.S.,1939)—Located near Sharon at the intersection of Route 43008 and State Route 418, at the NW corner of a plot of ground occupied by the Mayberry Service Station. Station is 15.25 feet S of the center line of State Route 418; 51.45 feet W of the NW corner of the Mayberry Service Station,and 2 feet N of a fence corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "6-S, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 0.2 foot above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center in the head wall of a culvert on the N side of State Route 418. OBJECT DISTANCE DIRECTION 5-S feet 0*00'0020 R.M.No.l 99.40 12 54 50 WPIC Antenna Tower (finial) 275 58 50 Plane coordlnates (Pa. N Zone): x ** 1,251,457.19 feet; y = 395,334.58 feet. *4HHHH*# 7 S (Hickory Township, Pa. Geod .S., 1939)— Located near Sharon on State Route 418 at a point 0.3 mile SW of its junction with Route 43008. Station is on the S side and 10.2 feet distant from the center line of a driveway leading into the residence of Sam Horzich; 22.55 feet SE of the center line of State Route 418. Station is marked with a Pa. Coordinate System bronze tablet, stamped "7-S, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the concrete gutter on the NW side of State Route 418. Reference mark No.2 is marked same as No.l and is also in the concrete gutter on the same side of State Route 418. OBJECT DISTANCE DIRECTION 6-S feet 0°00*0020 WPIC Tower, Antenna (finial) 348 42 35 R.M.No.l 47.45 241 43 30 R.M.No.2 42.30 306 07 40 Plane coordlnates (Pa. N Zone); x « 1,250,513.72 feet; y » 394,234.65 feet. â– JHHHHHBfr 1 F (Hickory Township.Fa.Geod.S..1939)—Looated near Sharon- Farrell boundary on State Route 418 at a point 0.35 mile NE of Its junction with Haywood Street which point is also 40.75 feet NE of telephone pole on which is inscribed highway station 2/57. Sta¬ tion is 7.13 feet SE of the center line of State Route 418 and 1.85 feet from the outer edge of the concrete pavement. Station is marked with a square-headed lag screw set in a galvanized-iron expansion unit, both of which are set in a drill hole in the concrete pavement, top of bolt being flush with the surface with punchmark denoting center. Reference mark No.l is a nail in a blaze on an 8-inch oak tree which is on the SE side of the roadway. Reference mark No.2 is a nail in a blaze on a 1 l/2-foot oak tree which is on the NE side of the roadway. OBJECT 7-S R.M.No.l R.M.No.2 Plane coordlnates y * 393,757.41 feet. (Pa« DISTANCE feet 10.48 24.40 N Zone): DIRECTION 0°00'00'i0 75 29 40 292 57 50 1,249,706.51 feet; 1 F INTERMEDIATE NO. 1 (Hickory Township, Pa .Geod .S., 1939) — Located near Sharon-Farrell boundary in the center line of State Route 418, at a point 0.26 mile NE of its junction with Haywood Street. Station is marked with a brass rod about 3/4 inch in diameter which is cemented in the center line of the concrete pavement, flush with its surface and has punchmark denoting center. This station is a previously established point on the Farrell city boundary. Plane coordlnates (Pa. N Zone): x * 1,249,424.30 feet; y * 393,595.62 feet. 1 F INTERMEDIATE NO. 2 (Hickory Township, Pa.Geod .S., 1939) — Located near Sharon-Farrell boundary in the center line of State Route 418 at a point 0.26 mile NE of its junction with Haywood Street. Station is marked with a brass rod about 3/4 inch in diameter which is cemented in the center line of the concrete pavement, flush with its surface and has punchmark denoting center. This station is a previously established point on the Farrell city boundary. Plane coordlnates (Pa. N Zone): x » 1,249,339*50 feet; y * 393,530.29 feet. 1 F INTERMEDIATE NO. 3 (Hickory Township, Pa.Geod .S., 1939) — Located near Sharon-Farrell boundary in the center line of State Route 418 at a point 0.26 mile NE of itc junction with Haywood Street. (continued on page 5« T 99-3 56 Llne-No.l? Continued 1 P INTERMEDIATE NO. 3 (continued) Station is marked with a-brass rod about 3/4 inch in diameter which is cemented in the center line of the concrete pavement, flush with its surface and has punchmark denoting center. This station is a previously established point on the Farrell city boundary. Plane coordinates (Pa. N Zone): x *= 1,249,200.13 feet; y « 393,416.38 feet. 2P (Hickory Township,Pa.Geod.S.,1939)--Located near Sharon- Parrell boundary on State Route 418 at a point 0.2 mile NE of its junction with Haywood Street. Station is 15.55 feet NW of the center line of State Route 418; 71*2 feet SW of the lower steps leading to the Sam Trosso residence, and 14 feet SW of telephone pole on which is inscribed highway station 2/50. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "2-F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 0.4 foot above the surface. Plane coordinates (Pa. N Zone)* x « 1,249,066.47 feet; y = 393,327.31 feet. 3F (P.O.T.) (Hickory Township,Pa.Geod.S., 1939)— Located near Sharon-Farrell boundary at the center line of intersection of State Routes 418 and 518. Station is marked with a square-headed lag screw set In a galvanized-iron expansion unit, both of which are set in a drill hole in the concrete pavement, top of bolt being flush with the surface with punchmark denoting the center. Reference mark No.l is a drill hole filled with lead with brass screw in center in the culvert head wall at the E corner of the intersection of street. Reference mark No.2 is marked the same as No.l and is in the culvert head wall at the S corner of the intersection. OBJECT DISTANCE DIRECTION 2-F feet 0°00‘00'i0 R.M.No.l 41.15 25 41 10 R.M.No.2 23.80 136 26 00 Plane coordinates (Pa. N Zone): x = 1,248,726.03 feet; y = 393,030.61 feet. •jhkhhhb;- 4F (Hickory Township,Pa.Geod.S.,1939)--Located near Sharon- Farrell boundary at the Intersection of center lines of State Route 418 and Haywood Street. Station Is marked with a standard Pa. Coordinate System bronze tablet cemented and countersunk in a drill hole in the con¬ crete pavement at the intersection of center lines of State Route 418 and Haywood Street. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the curb at the E corner of the street intersection, which point is the extreme SW corner of the property belonging to Peter Chiccarino. Reference mark No.2 is the center of the valve stem of a fire hydrant which is at the S corner of this street intersection. Reference mark No.3 is marked the same as No.l and is at the intersection of curb line at the N corner of this street intersec¬ tion. DISTANCE feet 72.52 34.34 26.25 N Zone): x • OBJECT 2-F R.M.No.l R.M.No.2 R.M.No.3 Plane coordinates (Pa. y « 392,751.62 feet. DIRECTION o°oo«oo!io 22 59 10 86 40 40 266 34 30 1,248,405.07 feet; â– JHttfriHKtf:- 5F (Hickory Township,Pa.Geod.S.,1939)--Located near Farrell on State Route 418 at a point 0.45 mile SW of its junction with Haywood Street. Station Is 2.84 feet SE of the NW edge of the concrete pavement. Station is marked with a Pa. Coordinate System bronze tablet, stamped "5-F, 1939", cemented and countersunk in a drill hole in the pavement, flush with the surface. Reference mark is a punchmark and cross in the rim of a sewer manhole on the NW side of the highway. OBJECT DISTANCE DIRECTION FARRELL feet 0° 00' OO’jQ R.M. 9.10 278 33 10 Plane coordinates (Pa. N Zone): x = 1,246,595.65 feet; y « 391,187.68 feet. 6F (Hickory Township,Pa.Geod.S.,1939)—Located near Farrell on State Route 418 at a point 470 feet NE of the N boundary line of the Borough of Wheatland. Station Is marked with a drill hole filled with lead with brass screw in center and Is 6 feet NW of the center line of the pavement• Reference marksNo.l and No.2 are each marked by a chiseled cross in a larg© boulder and are both on the SE side of the high¬ way. OBJECT 5-F R.M.No.l R.M.No.2 Plane coordinates (Pa y = 390,710.09 feet. DISTANCE feet 57.60 30.70 N Zone): x DIRECTION 0°00‘00'J0 38 10 40 77 57 10 1,246,059.01 feet; JKHHttHHt T 99-4 57 UMT3D STATES COAST AMD GEODETIC SURVEY AND STATS SURVEY Seoond-order Traversa Line Ho.18 Bethel to SW Corner Meroer County H.S,L. (Lackawannook Township,Pa,Geod.8,,1938)--Located near the eastern boundary line of th% village of Bethel, in th© approxi¬ mate center line of State Route'318, Station is marked with a Pa, Coordinate System bronze tablet, stamped "H.S.L,, 1958”, set in top of a 6- by 6- by 2i|.-inch con¬ crete monument which is 8 inches below the surface, The»reference mark is a 6- by 6- by 30-inch concrete monu¬ ment with hole in top and is in the fence line on the H side of the roadway. An additional witness mark is a 1-foot sugar-maple tree which is also on the N side of the road. This station was established as a' trial township comer and is on the spur traverse lin©} hence for further use in th© location of this township' line it will need the support of a more detailed survey of the township line, involved, OBJECT DISTANCE DIRECTION G 1 feet 0°0G*0020 R.M. 21.16 285 5k Cor, of brick house 33 48 Witness mark (1-foot sugar-maple tree) 71*5 250 00 Plane ooordinates (Pa, N Zone)i x » 1,27)4.,52I4, 19 feet; y « 385,013,02 feet. G 1 (Lackawannook Township,Pa.Geod.S, ,1938)—Looated on Route 318 at a point 1/4 mile E of- the village of Bethel. The station is in the fence line on the N side of the highway, I4.6 feet N of electric pole No. 581-28, 91.70 f«efc NE of the NE comer of the residence belonging to the Reverend C,L, Patten, end l|2 feet E of a fence comer. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”G 1, 1938”# set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface* Plane ooordinates (Pa. N Zone): x * 1,275,979,92 feet; y « 385,676.77 feet'. P 1 (Lackawannook Township,Pa.Geod.S., 1938)— Looated on State Route 318, 0.7 mile W from its junction with Route I4.3OO6 in Greenfield. The station is N of this point and in a pasture field owned by Mr. Leis Rieber, 18 feet S of an old rail fence line, and 9^*6 feet E of a fence comer which separatee a pasture from the cultivated field. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F 1, 1958”, set in top of a 6- by 6- by 50-ineh concrete monument which is 6 inches above the surface. Plane ooordinates (Pa. N Zone): x » 1*277,5^5*79 feet; y * 386,595.08 feet. E 1 (Lackawannook Township,Pa.Geod.S,,1938)—Looated on Route ij.3006, 0.I4 mil© S of its junction with State Route 3^8 in Greenfield, which point is the location of triangulation station DONNER and also the residence of Mrs. Mari© Donner, The traverse station is 901 feet and in coordinate system azimuth 111*114.* from the triangulation station DONNER, and is 3*2 feet E of th© property line fence separating the properties of Mrs. Sara J. Whyrle and Mrs. Marie Donner, 2I4 feet N of a fence comer, and 157 feet S of another fence comer. Station is marked with a Pa. Coordinat© System bronze tablet, stamped ”E 1, 1938”, set in top of a 6- by 6- by 30-inoh concrete monument which is 6 inches above th© surface. Plane ooordinates (Pa. N Zone): x » 1,279#807<*1j.5 feet; y - 38*4,522.58 feet. SLW (Wilmington Township,Pa.Geod,S.,1938)—Reaohed from the junction of State Route [488 and Route I4.3OG5 by going NW on the latter for a distance of 0.5 mile. The station can bs reached from this point by going across the fislds due W for a distance of approximately 0.J4 mile. The station is 2 feet SW of a property fence comer dividing the properties of Wallace Dick, W.p. McFarland and John Marcucci. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”SLW, 1938”, set in top of a 6- by 6- by JO-inch concrete monument which protrudes 6 inches above the surface. This station is on a spur traverse line and was established as a trial township comer and as such does not check out very well with the existing data. Plane ooordinates (Pa, N Zone): x * 1,275,082.52 feet; 7 * 370,720.60 feet, D 1 (Wilmington Township,Pa.Geod.S,,1938)—Reached from the junction of State Routes I468 and 18 by going NE on Route I468 for for a distance,© of 0J4 mile which point is also the location of the ALLEN Azimuth Mark, The traverse station is N by W of this point approximately 2,000 feet and on property belonging to W.T, McFarland, The station is 3.7 feet SE of approximate center line of a rail fence and lk5 feet N by W of a rail fence comer. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”D 1, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface* Plane ooordinates (Pa, N Zone): x *» 1*275$hk£,15 Tost;; 7 - 569.5?2.37 feet. A 1 (Wilmington Township,Pa,Geod.S,,1938)—Reached from the junction of State Routes k68 and 18 by going NE on Route I468 for 0,7 mile, thence right due S on a township road for 0,7 mil® which point is at a right angle bend in the road and also the location of triangulation station ALLEN, The traverse station is S of this point approximately 870 feet, and is on th© W side of a N-S fence lin© separating the properties of J,C, Allen and A, Borowitz. Station is marked with a Pa, Coordinate System bronze tablet, stamped “A 1, 1938”, set in top of a 6- by 6- by 30-ineh concrete monument which protrudes 6 inches above the surface. Plan© ooordinates (Pa, N Zone): x « 1,277,512.91 feet; y * 363*9014.93 feet. B 1 (Wilmington Township,Pa.Geod.S.,1938)—Looated on State Route 18 at a point 0.8 mile SE of Its junction with State Route I468 which point is 0.1 mile SE of the residence of S.T. Riddle, The station is 16,8 feet SW of the center line of Route 18, 103 feet E of a fence comer at the W side of a lane leading to Riddle1 s bam, 7,99 feet SE of a surveyor’® tack driven in a tri¬ angular blaze on a 10«inch maple tree, and 21,63 foot NE of a similar blaze and tack on a 6-lnch maple tree. Station is marked with a Pa, Coordinate System bronz® tablet, stamped ”B 1, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. Plane ooordinates (Pa, N Zone): x * 1,2714,560,98 feet; y * 363*056,7l|. feet. C 1 (Wilmington Township,Pa,Geod.S,,1938)--Reached from the junction of State Routes I468 and 18 by going SE on Route 18 for 0,8 mile which point is 0,1 mile SE of the residence of S.T, Riddle and is also the location of traverse station B 1, The station is looated SW of this point approximately 1,130 feet and is in a wire fence line separating the properties of S.T, Riddle and James Byler. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”C 1, 1938*’# set in top of a 6- by 6- by 50-ineh concrete monument which protrudes 6 inches above the surface. Plane ooordinates (Pa. N Zone): x = 1,27k,650.b2 feet; y » 362,3814.77 feet. WPSW (Pulaski Township,Lawrence County,Pa.Geod,S.,1938)— Reached from th© junction of State Routes l8 and I468 by going SW on Route I468 for 0.7 mile, thence left (S) on township road for 1,25 miles, thence left (E) for 0,75 mile, thence left (N) on private road leading to the residence of James Byler for 0.3 mile. The station Is NW of Byler’s residence and at the N end of a cultivated field at the edge of uncleared land, and 228 feet E of the property line fence between properties of James Byler and Mrs, LeRoy Taylor, Station is marked with a Pa, Coordinate System bronze tablet, stamped ”WPSW, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 8 inches above the surface. This point was established as a trial township corner and the necessary work to offset to the true corner was never made by this survey. Plane ooordinates (Pa, N Zone): x = 1,273,711,214 feet; y ** 361,006,143 feet, fl**®*** Z 6 (Pulaski Township,Lawrence County.Pa,Geod^S,,1938)— Reached from the junction of Stat© Routes 18 and I468 by going SW on Route I468 for 0,7 mile, thence left (S) on the township road for 0,85 mile to a high wall concrete bridge Miloh is approximately on the Lawrence-Mercer County line. The station is due E of hero approximately 1,1400 feet. The station is on a high point in an open pasture belonging to Mrs, LeRoy Taylor, and is 39I4 feet E of the NE comer of a wir© fence inclosure, approxi¬ mately 850 feet SE of the NW corner of the pasture, and 362 feet SE of a 3-foot wild cherry tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped WZ 6, 1958% set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. OBJECT DISTANCE DIRECTION Y 6 OFFSET feet 0°00*0020 R.M, (nail in blaze in 3-foot cherry tree) 362,5 62 13 Plane ooordinates (Pa, N Zone): x » 1,272,1460,33 feet; y » 360,732,145 T®et, Y 6 (Pulaski Township,Lawrence County,Pa,Geod.S,,1938)— Reached from the Junction of State Routes 18 and I468 by going SW on Route I468 for 0,7 *ail«* thence left (S) on the township road for 0.7 mile, thence right(W) on a private lane leading to the residence of Ernest Thompson, about 0,2 mile. Station can be reached from this point by driving S along the W border of a hay field, thence bearing to the SE and to the 3 end of the hay field and at the brink of a deep ravine and station site, which is 100 feet E of a rall fence comer and 210 feet W of another rail fence comer, the station being in fence line on land owned by Ernest Thompson. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped ”Y 6, 1938”, set in top of a 6- by 6- by 30-inch concrete post which protrudes 1/2 foot. All angles and distanoes on the main traverse line were measured from an offset station which was marked with a temporary stake. Plane ooordinates (P&. N Zone):x«1,270,5314,81 feet; y «= 560,644.15. X 6 (Pulaski Township,Lawrence County,Pa,Good.S.,1938)— Reached from the Junction of State Routes 18 and I468 by going SW on Route I468 for 0,7 mile, thence left (S) on the township road for 0,7 mile, thence right (W) on a private lane leading to the residence of Ernest Thompson, Station can be reached from Thompson’s house by taking farm road going W from the barn and to the fence at the W end of a meadow. The station is 3 feet E of an electrically charged wire fence and 177 fast N of the brink of a deep canyon, and is on land owned by Ernest Thompson, Station is marked with a Pa. Coordinate System bronz# tablet, stamped "X 6, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 1 foot above the surface. Plane ooordinates (Pa. N Zone): x « 1,268,365*99 feet; y = 360,777,08 feet. T 99-5 58 Line No«l8 Continued W 6 (Pulaski Township,Lawrence County.Pa.Geod.S,,1938)-- Reached from the junction of State Routes 18 and k®8 by going SW on Route k68 for 0,7 mile, thence left (S) on the township road for 0,7 mile, thence right (W) on a private lane leading to the residence of Ernest Thompson, Station can be reached from Thompson's house by taking farm road going W from th® barn and to the fence at the W end of his field, thence across the pasture for 660 feet to the W pasture fence and station site. The sta¬ tion is 30 feet E of this fence, and $2 feet N of a fence corner on land owned by Ernest Thompson, Station is marked with a Pa, Coordinate System bronze tablet, stamped "W 6, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 3 inches above the surface. The reference mark is a nail in a blaze on a 3-foot oak tree, OBJECT DISTANCE DIRECTION V 6 feet 0® 00*0020 R,M. U-3 , 169 55 Plane coordinates (Pa, N Zone h x » 1,267,7H*32 feet; y « 360,690,114. feet, *»*»«** V 6 (Pulaski Township,Lawrence County.Pa.Geod.S,,1938)— Reached from the junction of State Routes 551 and I4.60 by going NE on Route ij.68 for 0J4. mile to a gate on the E side of the road, turn E and go through gate following the road until it ends at an old saw mill, The station Is then reached from here by continuing E along the run for about 0,2 mile to where a fence crosses the run (Location of station T 6)j from this point ascend the ridge to the SE, thence along Its summit on cattle trail for a distance of approximately 800 feet to the station site which is on land owned by Ernest Thompson* Station is marked with a Pa, Coordinate System bronze tablet, stamped ttV 6, 1938”, set in top of a 6- by 6- by 30-lwoh concrete monument which protrudes 8 inches above the surface. Reference mark No.l is a nail in a blaze on a 1-foot maple tree. Reference mark No,2 is a nail in a blaze on a 15-Inch red oak tree, OBJECT DISTANCE DIRECTION U 6 INTERMEDIATE feet 0° 00*00510 R,M,N0.1 lk 50 23 R,M,No,2 lil. 149 5o Plane coordinates (Pa, N Zone)* x s* 1,266,778*86 feetj y « 360,792.95 U 6 INTERMEDIATE (Pulaski Township,Lawrence County,Pa,Geod, S,,1958)--Temporary point only. No description. Plane coordinates (Pa, N Zone)* x » 1,266,514-3,1^- feetj y * 360,881.19 feet. U 6 (Pulaski Township,Lawrence County.Pa.Geod.S. ,1938)— Reached from the junction of State Routes 551 and 460 by going NE on Route I4.68 for O.k mile to a gate on the E side of the road, turn E and go through gate following the road until It ends at an old saw mill. The station is then reached from here by con¬ tinuing E along the run for about 0.2 mile to where a fence crosses the run, (location of station T 6)j the station is I4.OO feet E of this point and on the point of a ridge between two runs, on land owned by Ernest Thompson, Station Is marked with a Pa, Coordinate System bronze tablet, stamped "U 6, 1958”, set In top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Reference mark No.l is a nail in a blaze on a 1-foot beech tree. Reference mark No,2 is tree. OBJECT T 6 R.M.No.l R.M.No.2 Plane coordinates (Pa. y = 360,972.23 feet. a nail in a blaze on a 2-foot red oak DISTANCE DIRECTION feet 0°00'0C20 16.5 25 2k 32.9 555 06 N Zone)* x * l,266,k3k*80 feetj T 6 (Pulaski Township,Lawrence County,Pa,Ceod,S,,1938)— Reached from the junction of State Routes 551 and I4.68 by going NE on Route I4.68 for O.k mile to a gate on the E side of the road, turn E and go through gate following the road until It ends at an old saw mill. Th© station can be reached from here by going up the run to the E for about 0.2 mile to where a fence crosses the run. The station is 66 feet E of this fence, on land owned by James Byler. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T 6, 1959”, set in top of a 6- by 6- by 30-inoh concrete monument which protrudes 10 Inches above the surface. Reference mark No.l is a nail in a blaze on a beech tree. Reference mark No,2 is a nail in a blaze on a gum tree. OBJECT DISTANCE DIRECTION U 6 feet 0° 00*0020 R.M.No.l 57.0 3l+? 56 R.M.No.2 kO.75 5k ll Plane coordinates (Pa. N Zone)* x ** 1,266,120,06 feetj y » 361,017.18 feet. S 6 INTERMEDIATE (Pulaski Township,Lawrence County,Pa,Ceod. S.,1938)—Temporary point only. No description. Plane coordinates (Pa. N Zone)* x « 1,265,4-01*91 feetj y * 360,714.7.55 feet. S 6 (Pulaski Township,Lawrence County.Pa .Geod.S, ,1938)-- Reached from the junction of State Routes 551 and k68 by going NE on Route k&8 for 0,5 mile. The station is on the brow of a hill approximately 1,100 feet E of the center line of Route I468 at this point on land owned by Martha Thompson. Station is marked with a Pa. Coordinate System bronze tablet, stamped "'S 6, 1958", set in top of a 6- by 6- by 30-lnoh concrete monument which protrudes 0,8 foot above the surface. Plane coordinates (Pa, N Zone)* x «* 1,26k,9k5.1j-0 feetj y * 360.686.3i feet. R 6 (Pulaski Township,Lawrence County,Pa0Geod«S.,1938 )— Reached from the junction of State Routes 551 and k68 by going NE on Route k68 for 0,5 mile. The station is in an E-W fence line separating a cultivated field from a pasture, both of which are owned by James Buchanan, the station being 274 feet W of the center line of Route k68. Station is marked with a Pa, Coordinate System bronze tablet stamped ”R 6, 1938", set in top of a 6- by 6- by 30-lnoh concret? monument which protrudes 6 Inches above the surface. Plane coordinates (Pa. N Zone)* x = 1,263,57l+*13 feetj y a 360,831.14.5 feet. Q 6 (Pulaski Township,Lawrence County.Pa.Geod.S.,1938)— Located on State Route 551 at a point 0,k5 mile N of its junction with State Route k68. The station is on the W edge of a hill on the E sid® of the highway on land belonging to Charles Garrett, The station is 173*2 feet W of the State Higbways county line marker, and 2I4B,5 feet NE of the N end of a concret® flood wall. Station is marked with a Pa, Coordinate System bronze tablet stamped "Q 6, 1958", set In top of a 6- by 6- by 5°-*ittCii concret© monument which is 8 inches below the surface. Plane coordinates (Pa, N Zone)t x = 1,262,303.2k feetj y * 360,621.51 feet. P 6 SOUTH BASE (Pulaski Township,Lawrene© County.Pa.Geod.S,, 1938)—Station is reached from the Junction of State Routes 551 and I4.68 by going N on the former for a distance of 0,k mile, to the Buchanan Stock Farm, The station Is NW of here about 1/k mile on the summit of a hill N of the farm building. Station is marked with a Pa. Coordinate System bronz© tablet stamped ”P 6 S BASE, 1938”, set in top of a 6- by 6- by 30«inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa, N Zone): x « 1,261,918,90 feetj y â–  360,011.76 feet. P 6 NORTH BASE (Pulaski Township,Lawrence Gounty.Ps.Geod.S., 1958)—Station is reached from the junction of state Routes 551 and 468 by going N on Route 551 for a distance of 0.6 mile which point is at the residence of Charles Garrett, The station is about 1/k mile W of this point, on the eummit of the hill between the highway and the railroad track, on land owned by Mrs. W.R. Shipier, and about 100 feet N of an E-W fence line. Station is marked with a Pa. Coordinat© System bronze tablet stamped "P 6 N BASE, 1938", set in top of a 6- by 6- by 30-Inch concrete monument Which is 6 inches above the surface. Plane coordinates (Pa. N Zone)* x » 1,261,k03.k2 feetj y = 361,273.62 feet. N 6 (Pulaski Township,Lawrence County,Pa.Good.S9,2938)-- Station is reached from the W end of the Shenango River Bridge In Pulaski by going right (NW) on Route 37029 for a distance of 0.5 mile, thence take right fork (private road) for 0.3 mile to a mine tipple and end of road, The station is about I50 yards NE of this point in a field on a aidehill on property owned by George Ball. Station is marked with a Pa, Coordinate System bronze tablet stamped "U 6, 1938”, set in top of a 6- by 6- by 2k-inch concrete monument which is 6 inches below the surface. Reference mark No.l is a 6-Inch black walnut tree which has 3 strands of barbed-wire embedded in trunk and which is looated 120 feet SW of the station, on the N side of a small run. Reference mark No,2 is the NE comer of the foundation of a house belonging to George Ball, which is 173 feet SE of the sta¬ tion and on the S side of a small run. Plane coordinates (Pa, N Zon©)* x » 1,258,1426,141 feetj y « 360,510.144 feet. M 6 (Pulaski Township,Lawrence County,Pa.Oeod.S.,1938)—Sta¬ tion is reached from the W end of the Shenango River Bridge in Pulaski by going right (NW) on Rout©37029 for a distance of 0.9 mile at which point the lane leads to the S. The station Is NE of this point approximately 55° feet and in a field belonging to George Ball. Station is marked with a Pa. Coordinate System bronze tablet stamped "M 6, 1938”, set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone)* x = 1,257,868.35 feetj y « 360,330.30 feet. ***««#* L 6 (Pulaski Township,Lawrence County,Pa,Ceod.S,,1938)— Station Is reached from the W end of the Shenango River Bridge In Pulaski by going right (NW) on Route 37029 for a distance of 0.9 mile at which point the lane leads to the S. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "L 6, 1938", ©emented in a drill hole In bedrock, and is 6 inches below the surface* Reference mark No.l is a 6- by 6- by 30-inch concrete monu¬ ment with a l/2-Inoh hole in top, projects 6 inches above the surface, and is looated on the N side of the roadway. Reference mark No,2 is a drill hole in a field stone with a brass screw driven therein, and is located 5^*9° feet SE of the station. Reference mark No.3 is the E guy wire anchor of an electric power pole and is k8*08 feet distant from the station, OBJECT DISTANCE DIRECTION K6 feet 0° 00'0020 R.M.No.l 25*70 95 16 Plane coordinates (Pa, N Zone)* x ** 1,257*589*13 feetj y - 359#856.85 feet. â– JKHHHHH* K 6 (Pulaski Township,Lawrence County.Pa.Geod.S.,1938)—Sta¬ tion is reached from the W end of the Shenango River Bridge in Pulaski by going right (NW) on Route 37029 for R distance of 1.1 miles which point is 75 feet E of its junction with Route 37069. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped ”K 6, 1938", ©emented In a drill hole in bedrock, and is 1,2 feet below the surface of the roadway, (Continued on p. 59) T 99-6 59 DOTTED STATES COAST AND GEODETIC SDRVBT AED STATE SDRVES Seeond-order Travers* Lim No,18 Continued K 6 (Continued) Reference nark No.l is a 6- by 6- by 30-ineh concrete monu¬ ment, with 3/k~ineh hole in top, protrudes 6 inches above the sur¬ face, and is located on the H side of the roadway* Reference mark Ho*2 is a drill hole filled with lead with brass screw in center and is in a field stone SE of the station, S of the S property line fence* Reference mark Ho*3 is marked the same as Ho*2 and is also in a field stone, S of the S property line fence* OBJECT DISTANCE DIRECTION AZIMUTH J 6 feet 0°00*0050 R.M.No.l 13*0 88 12 R.M.No*2 14-3*21 I35® (Mag.) R.M.No,* 3h*3l4. 210* (Mag.) Plane coordinat©3 (pa* H Zone)t x *â–  1,256 ,k98.9k feet] 7 - 359*895*77 feet. J 6 (Pulaski Township,Lawrence County,Pa.Geod.S.,1938)-- Station is reached from the W end of the Shenango River Bridge in Pulaski by going right (NW) on Route 37029 for a distance of 1*23 miles which point is 0*33 mile E of the residence of J*R* McKay* i The station is in the approximate center of roadway and is about 6 inches below the surface* There were no reference marks set* Station is marked with a Pa. Coordinate System bronze tablet, stamped " J 6, 1938”, set in top of a 6- by 6- by 30-inoh concrete monument * Plane coordinates (Pa^ H Zone)? x * 1,255,783.67 feet] 7 = 359*977*65 feet. MCKAY REFERENCE MARK NO*2 (Pulaski Township,Lawrence County, Pa.Geod*S,,1937)—Reached from Pulaski as follows* From the W end of the Shenango River Bridge take the right hand township road and go 0.3 mil®*, thence on left fork for 0.5 mile, thence straight ahead for 0.1 mile to the E property line of Mr. McKay. The station is due N of here about 600 feet, at the NE comer of McKay »s property. The station is, 1 foot N of an E-W fence line and 42 feet E of a "T" intersection of fences* Station is marked with a standard Pa* Coordinate System bronze tablet reference mark, stamped “MCKAY R.M*H0.2, 1937”, cemented and countersunk in a field stone which projects 2 inches above the surface* Distance to triangulation station MCKAY is 585*9° feet. Plane ooordinates (Pa* N Zone): x « 1,255,370*63 feet] y = 360,595.06 feet. MCKAY INTERMEDIATE N0.1 (Shenango Township,Pa.Geod.S.,1938)— Temporary point only. No description. Plan© ooordinates (Pa* N Zone): x » 1,25^,627.81 feet] y » 361,020*19 feet. Bethel to SW Comer Mercer Oounty 0 6 (Shenango Township,Pa,Geod.S.,1938)—Reached from W Middlesex by going 3W on State Route 318 and Route I4.3002 for a distance of i}, miles to the Lawrence County line, thence S for 0*1 mile to a crossroads, thence left (E) for 1/2 mile to the residence of J.W, Root* The station is about 1/4. mile N of Root*s residence and in a fence line along the E brink of a deep gully on property belonging to Mr* Kolar, Station is marked with a Pa* Coordinate System bronze tablet, stamped "G 6, 1938", set in top of a 6- by 6- by 30-lnoh concrete monument which protrudes 6 inches above the surface* Plane ooordinates (Pa, N Zone): x « 1,2)4.8,650*27 feet] y « 361,512.28 feet. H 6 (Shenango Township,Pa.Geod.S.,1938)—Station is reached from W Middlesex by going SW on State Route 32.8 and Route I4.3002 for k miles to the Lawrence County line, thence S for 0*1 mile to a crossroads, thence left (E) for 1/2 mile to the residence of J*W* Root* Station is N of Root*s residence, on the W brink of a deep gully, 3 feet E of property line fence separating properties of J,W, Root and Mr* Kolar* Station is marked with a Pa* Coordinate System bronze tablet, stamped “H 6, 1938", set in top of a 6- by 6- by 30-ineh oonorete monument which projects 1/2 foot above the surface* Plane ooordinates (Pa* N Zone): x » 1,2148,186*79 feet] y » 36l,538*8l4. feet. H 6 INTERMEDIATE (Pulaski Township,Lawrence County,Pa,Oeod, S,,1938)—Temporary point only. No description. Plane ooordinates (Pa, N Zone): x * l,2k6,705*13 feet) y * 360,811.03 feet. , H 5 (Shenango Township,Pa.Qeod.S,,1938)—Station is reached from W Middlesex hy going SW on State Route 318 and Route I4.3002 for I4. miles to the Lawrence County line* Station is on the W side of road in a line of apple trees* Station Is marked with a Pa* Coordinate System bronze tablet, stamped “H 5# 2-958“, set in top of a 6- by 6- by 30-inoh concrete monument which projects 1/2 foot above the surface* Plane ooordinates (Pa, N Zone): x * 1,214.5,866*55 feet] y « 361,113.07 feet. G 5 (Pulaski Township,Lawrence County,Pa,Geod,S*,1938)—Sta¬ tion is reached from W Middlesex by going W on State Route 318 for 3,14. miles, thence S on State Route 932 for 3.I4. miles to the Lawrence County line* Station is SE of here 180 feet, across a run and on the W edge of a steep bluff on land belonging to Stinson* Station is marked with a Pa. Coordinate System bronze tablet, stamped "G 5, 1938”* set in top of a 6- by 6- by 30-inoh oonorete monument which projects 1/2 foot above the surface* Plane ooordinates (Pa. N Zone): x * 1,2142,117*33 feetj y - 360,793.06 feet. MCKAY INTERMEDIATE N0.2 (Shenango Township,Pa,Geod.S.,1938)— Temporary point only. No description. Plane coordinates (Pa. N Zone): x » 1,25k,015.72 feet] y * 361,008.81 feet, D 6 (Shenango Township,Pa.Geod,S*,1938)—Reached from W Middlesex by going SW on State Route 318 and Rout# k3°°2 for a distance of k miles to the Lawrence County line, thence S for 0*1 mile to a crossroads, thence left (E) for 1*3 miles to McKay*s residence and dairy. The station is N of here about/1/4. mile and can be reached by way of a farm road and across a field* The station is in McKay*s W property line, 2 feet E of approximate center line of fence, and k3° feet S of t&® NW comer of McKay*s property. Station is marked with a Pa* Coordinate System bronze tablet, stamped “D 6, 1938", set in top of a 6- by 6- by 30-inoh concrete monument which protrudes 6 inches above the surface* Plane coordinates (Pa. N Zone): x » l,253,ki|8.75 feet] y * 361,139.G1 feet. E 6 (Shenango Township,Pa.Geod,S.,1938)—Reached from W Middlesex by going SW on State Route 318 and Route k5°°2 for a distance of k miles to the Lawrence County line, thence S for 0*1 mile to a crossroads, thence left (E) for 1 l/k miles* Sta¬ tion can be reached from this point by going NE on a farm road for about 0,3 mile* The station is located at the E end of a lane and near the KE corner of a field belonging to Dale Jacobs* Station is marked with a Pa, Coordinate System bronze tablet, stamped “E 6, 1958”, set in top of a 6- by 6- by 30-lnch oonorete monument which protrudes 6 inches above the surface* Plane ooordinates (Pa, N Zone): x » 1,251,976,3k feetj y * 36l,575*27 feet. E 6 INTERMEDIATE (Shenango Township,Pa.Geod.S*,1939)— Temporary point only. No description. Plane ooordinates (Pa, N Zone): x * 1,251,296*93 feet] y * 36l,5k9.38 feet. F 6 (Shenango Township,Pa.Geod,S,, 1938)—Reached from W Middlesex by going SW on State Route 318 and Route k3°°2 for a distanc© of k miles to the Lawrence County line, thence S for 0.1 mile to a crossroads, thence left (E) for 1 mile, From this point it is necessary to drive or walk through the fields for about 1/4. mile to the station which is in the property line fenoe separating the propertles of Mr. Kolar and Dale Jacobs. Station is marked with a Pa. Coordinate System bronze tablet, stamped “F 6, 1938", set in top of a 6- by 6- by 30-inoh oonorete monument which protrudes 6 inches above the surface. Plane ooordinates (Pa, N Zone): x * 1,250,709.93 feet) y » 36l,6k5*51 feet* F 5 (Pulaski Township,Lawrence County.Pa,Geod.3,,1938)—Sta¬ tion is reached from W Middlesex by going W on State Route 32*8 for 3.k miles, thence S on State Route 932 for 3*k miles to the Lawrence County line. Station is W of here 800 feet, 3 f®et N of the property line fenoe separating the properties of Andrew Saniski and Alonzo MacMillan. Station is marked with a Pa. Coordinate System bronze tablet, stamped "F 5, 2.938“, set In top of a 6- by 6- by 30-Inch oonorete monument which projects k inches above the surface. Plane ooordinates (Pa. N Zone): x =* l,2kl,173.*96 feet] 7 - 360,931.97 feet. E 5 (Shenango Township,Pa.Geod»S.,1938)—Station is reached from W Middlesex by going SW on Route k3°°2 for 3*6 miles to a T-intersection, thence right (W) for 2.0 miles to the Ohio line, thence due S on state line road for 0.9 mile to the residence of W.C, Spencer. The station is lk°° feet E from the SE corner of Spencer*a property. 150 feet E of property line fence separating the properties of Alonzo McMillan and George Kraynak, NE of a fenoe comer that the above mentioned fenoe makes with an E-W fenoe, the land S of the latter being owned by Andrew Saniski. Station is marked with a Pa. Coordinate System bronze tablet, stamped “E 5, 1938", set In top of a 6- by 6- by 30-lnoh oonorete monument which projects 6 inches above the ground. OBJECT DISTANCE DIRECTION D 5 feet 0°00*0020 Fence Comer, Saniski, McMillan, and Kraynak (approx.) 175 332 52 °° Plane coordinates (Fa. N Zone): x * l,2k0,250.0k feet] y » 361,028.91 feet. D 5 (Pulaski Township,Lawrence County,Pa.Geod.S.,1938)--Station is reaohed from W Middlesex by going SW on Route k3°°2 fox* 3.6 miles to a T-interseotion, thence right (W) for 2.0 miles to the Ohio line, thence due S on state line road for 0.9 mile to the residence of W.C. Spenoer. The station is in the SE corner of Spencer*s property, 12 feet N of the property line fenoe of Spenoer and A. Hallokl. Station is marked with a Fa. Coordinate System bronze tablet, stamped “D 5, 1938”, set in top of a 6- by 6- by 30-lnoh oonorete monument which projects 1/2 foot. There was a sub-mark set at this station which oonsists of a oonorete block 1 by 1 foot by k inches with 3/|.-inoh hole in center. Plane ooordinates (Pa. N Zone): x - 1,238,859.67 feet) y « 360,982.67 feet. SPENCER INTERMEDIATE (Shenango Township,Pa.Geod.S.,1938)— Temporary point only. No description. Plan# coordinates (Pa. N Zone): x =* l,238,)425*6k f®«tj y « 36l,12k*71 feet. T 99-7 60 Line No,l8 Continued COUNTY CORNER SW (Shenango Township,Pa.Ceod.S.,1958)—Station is reaohed from W Middlesex by going SW on Route ij.3002 for 3,6 miles to a T-intersection, thence right (W) for 2,0 miles to the Ohio line, thence due S on state line road for 0*9 tail® to the station site which is near the SW corner of W*C, Spencer1s proper- ty. Station is in center of road approximately 200 feet N of Spencer’s S corner. Station is marked with a standard Pa, Coordinate System bronze tablet, stamped "COUNTY CORNER SW, 1938”, set in a square block of concrete, 1 foot on a side and ll inches high, which is 18 inches below the surface of the roadway. This monument was established for distance by using the distance S from milepost No,58 as given by the state line survey of l88l, line being established by foresighting to milepost No,39* The distance between mileposts was re-measured and the proper corrections made for reduction to the state coordinate system. Reference mark is a standard Pa, Coordinate System bronze tablet, stamped "COUNTY CORNER SW, E-16-F", set in top of a 6- by 6- by 30-in°h concrete monument, and is on the W side of the road and lVfoot E of the W property line fencej mark projects 1/2. foot above the surface of the ground and is 16 feet due W of the station. Plane coordinates (Pa, N Zone): x = 1,237,167,92 feet; y = 361,19^.814. J^eet, 61 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No.19 of roadway to the N. Station Is In approximate center line of travel and approximately due E of milepost No.36. Plane coordinates (Pa. N Zone): x * 1,2^0,925.08 feet: y = 479*466.89 feet. Pennsylvania-Ohio State Line K 4 (NW Corner Greene Township,Pa.Geod.S.,I958)—Station is located about on the Pennsylvania Ohio State line, about 5 l/2 miles W of Jamestown, on property of Merle B. Bates. Station is about 100 feet S of his house and in the approximate center line of Route 43059. Station is marked with a Pa. Coordinate System bronze tablet, stamped WK 4> 1938"# s©*1 in top of a 6- by 6- by 30-inch concrete monument, which is 1 foot below the surface. Reference mark is a 6- by 6- by 30-inch concrete post with hole in top located on the W side of the road at the base of a 2- foot maple tree. Station is reached from Jamestown by going W on State Route 458 for 3 1/2 miles to its intersection with Route 43°59» thence right (N) for 0.9 mile to the residence of Merle B. Bates. OBJECT DISTANCE DIRECTION J 4 £e©t 0°00»00*10 R.M. 20.51 267 17 30 Plane coordinates (Pa. N Zone): x =* 1,244.177*32 feet; y * 491,169.96 feet. ******* L 4 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 3 l/2 miles W of Jamestown. Station is marked with a Pa. Coordinate System disk cemented In drill hole in the concrete pavement of State Route 458, 1.67 feet N of the S edge of the concrete, l4*15 feet S of the N edge of pavement, 32.7° feet NE of the apex of concrete culvert abut¬ ment, and 31.76 feet SE of the apex of another concrete culvert abutment• Station is reached from Jamestown by going W on State Route 458 for 3 1/2 miles to its intersection with Route 43°59* Plane coordinates (Pa. N Zone): x » 1,245,483.11 feet; y » 486,464*77 feet. ******* M 4 (Greene Township,Pa.Geod.S.,1938)—Station Is located about on the Pennsylvania-Ohio State line, about 4*2 miles W of Jamestown, on State Route 458* Station is on the S side of road, 25.36 feet S of the center line and 2 paces S of the S right-of- way fence. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard disk set in top stamped "M 4, 1938.” The top of the mark projects l/2 foot above surface of the ground. Station Is reached from Jamestown by going W on State Route 458 for 4*2 miles, or 0.7 mile SW of the junction of State Route 458 and Route 43059* Plane coordinates (Pa. N Zone): x s 1,242,765.66 feet; y =* 484,803.55 feet. ******* N 4 (Greene Township,Pa.Geod.S.,1938)—Station Is located about on the Pennsylvania-Ohio State line, about 4 l/2 miles W of Jamestown. Station is marked with a concrete monument 6 by 6 by 50 inches with a Pa. Coordinate System standard disk set in top, stamped "N 4# 1938.” The top of the mark Is set 0.4 foot below the surface of the ground. Reference mark is a concrete monument 6 by 6 by 30 inches and is set approximately on the state line W of the station. Station is reached from Jamestown by going W on State Route 458 for 4 1/2 miles to the OMo-Pennsylvania State line, thence S along E side of the state line on old abandoned township road for 0*3 mile to a point about 100 feet N of where this road dlps down into some swampland. OBJECT DISTANCE DIRECTION M 4 feet 0°00»00tt.0 R.M. 20.30 227 40 Plane coordinates (Pa. N Zone): x * 1,241,030.65 feet; y =* 482,832.07 feet. ******* P 4 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 4 1/2 miles W of Jamestown. Station is marked with a concrete monument 6 by 6 by 3° inches with a Pa. Coordinate System standard disk set in top, stamped WP 4, 1938 ,n The top of the mark projects 1/2 foot above the surface of the ground. Station is reached from Jamestown by going W on State Route 458 for 4 l/2 miles to the Ohio-pennsylvania State line, thenoe left (S) along the E side of the state line on old abandoned township road for 0.3 mile to the edge of a swamp} road beyond this point is too poor for car travel. Station is due S of here 900 feet and in the approximate center of this abandoned road. . Plane coordinates (Pa. N Zone): x = 1,240,998.65 feet; y = 481,833.01 feet. ******* Q 4 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 6.0 miles W of the junction of State Route 358 and Route 43058. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa, Coordinate System standard disk set in top, stamped "Q 4, 1938,M The top of the mark is set 1/2 foot below the sur¬ face of the ground. Milepost No.36 is W of the station 17,065 feet and measure¬ ment was taken to the center of the index stone which at this mile point was set over the true line monument as per the report on this survey made in 1889. Index stone was not disturbed in order to ascertain If its exact center was plumbed over exact center of the sub-mark. Station Is reached from Greenville by going W to the Junotion of State Route 358 and Route 43058, then W on the latter 6.0 miles to the Ohio line, thence N on township road along the state line for 1*4 miles to the station site, which point is a few hundred feet N of a township road leading E and on the abandoned section ******* MP 36 (Greene Township,Pa.Geod.S.,I938)—For description of this station see description of traverse station Q 4* Plane coordinates (Pa. N Zone): x =* 1,240,908.o4 feet; y - 479,4.67.85 feet. ******* R 4 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 6 miles W of Junc¬ tion of State Highway 358 and Route 43°58. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard disk set in top, stamped "R 4, 1958.w The top of the mark Is set 0.7 foot below the surface of the ground. Witness mark is a blaze in a. 4-inch tree. Station is reached from Greenville by going W to the junction of State Route 358 and Route 43058, then W on the latter 6 miles to the Ohio line, thence N on township road along the state line for O.75 mile to station site, which point is 35 feet N of a hedge line where the road supervisor has a red stake denoting township line. OBJECT DISTANCE DIRECTION S 4 feet 0°00,0010 Witness Mark 17*51 98 21 30 Plane coordinates (Pa. N Zone): x * 1,240,822.22 feet; y * 476,093.31 feet. ******* S 4 (West Salem Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 6 miles W of junc¬ tion of State Route 358 and Route 43058. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard tablet set in top, stamped "S 4» 1938.” The top of the mark is set 0.7 foot below the sur¬ face of the ground. Milepost No.37 was found leaning and was straightened; the center of index stone was centered exactly over the true line monument which is 2 feet underground and consists of a sandstone cube 15 Inches on a side with a large cross denoting its center. Station is reached from Greenville by going W to the Junction of State Route 558 and Route 43058, then W on the latter 6 miles to the Ohio line, thenoe N on township road along the state line for 0.3 mile to station site, which is in the approximate center line of roadway, 15 feet W of the E property line fence, and 19*37 feet directly E of milepost No.37, which is in an open field on the W side of the road. OBJECT DISTANCE DIRECTION R 4 feet 0°00«00’i0 Milepost No.37 19*37 271 31 32 Plane coordinates (Ps. N Zone): x * 1,240,760.76 feet; y * 474,188.50 feet. ******* MP 37 (West Salem Township,Pa.Geod,S.,1938)—For description of this station see description of traverse station S 4* Plane coordinates (Pa. N Zone): x » 1,240,741*42 feet; y =* 474»l89*64 feet. ******* T 4 (West Salem Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 6 miles W of juno¬ tion of State Route 358 and Route 43°58. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard tablet set in top, stamped MT 4# 1938." The top of the mark is set 0.7 foot below the surface of the ground. Reference mark is a concrete monument 6 by 6 by 30 inches with 3/4-inch hole in center of top, and is 3 feet S of the prop¬ erty line fence on the S side of road. Station is reached from Greenville by going W to the Junction Of State Route 358 end Route 43°58, thence W on the latter 6 miles to the Ohio line and station site. Station is in approximate cen¬ ter line of road 16.6 feet W of highway station 0/00, 75*3 feet S by W of the SW corner of foundation of a large barn. OBJECT DISTANCE S 4 feet R.M. 21,30 Ligjhtning rod with weather vane Corner of foundation (barn) 75.3 Plane coordinates (Pa. N Zone): x y - 472,225.56 feet. DIRECTION 0°00»00’l0 180 18 114 32 30.0 21 21 1,240,700.92 feet; ******* U 4 (West Salem Township,Pa.Geod.S.,1938)—Station is looated about on the Pennsylvania-Ohio State line, about 6 miles W of junc¬ tion of State Route 358 and Route 43°58* Station is marked with a Pa. Coordinate System bronze tablet, stamped "U 4, 1938% eet in top of a 6- by 6- by 30-ineh concrete monument, which is 6 inches below the surface. Reference mark No.l is a drill hole in a sandstone block approximately 6 by 6 by 24 inches looated on the N side of a rail fence mentloned below, and is 30*35 feet from the station. Reference mark No.2 is a cross in an 8-inch cement block and is looated in the fence line along the E side of the roadway, and is 20.40 feet from the station. Both reference marks are flush with the surface of the ground. Station is reached from Greenville by going W to the junction of Stat* Route 358 and Route 43058, then NW on Route 43058 for 6.0 miles, thence left (S) on township road for 0.3 mile to the station site. The station is in the approximate center of roadway and in line with the extension of a rall fence separatlng a pasture and a cultivated field belonging to Michael Ondo, property on E side of road belonging to Patrick Doyle. Plane coordinates (Pa. N Zone): x » 1,241,35°*37 feet; y a 470,869.53 feet. ******* V 4 (West Salem Township, Pa .Geod .S .,1938)— Station is located about on the Pennsylvania-Ohio State line, about 6.? miles W of Greenville, and 1/2 mile S of Route 43°58 on Route 43°93* (continued on p.62) T 99-9 62 Line No.19 continued V 4 (continued) Station is marked with a concrete monument 6 by 6 by 50 inchea with a Pa, Coordinate System standard tablet set in top, stamped ”V if, 1938.” The top of the mark is set l/2 foot below the surface of the ground. Reference mark is a concrete monument 6 by 6 by 30 inches with 3/4-inch hole in top and is on the E side of the road. Station is reached from Greenville by going W on State Route 358 for 6,5 miles, thence N on Route I4-3093 for 2,5 miles to the station site, at a slight bend in the roadway. OBJECT DISTANCE " DIRECTION U if 0° 00 «00'10 R.M. 30.60 feet 86 if6 30 Silo, (finial) lA mil® S 179 00 00 Plane coordinates (Pa, N Zone): x » 1,241,270.96 feet; y = If69.i79.5ll- foot. •jhhhh:-5*-* W if (West Salem Township,Pa,Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 6.3 miles W of Greenville, and 0.8 mile S of junction of Route s lf3 O93 and JU.3058 • Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard tablet set in top, stamped "W if, 1938.” The top of mark is set 1/2 foot below the surface of the ground. Reference mark la a concrete monument 6 by 6 by 30 inches with j/l±-lnch hole in top, on the E side of the road, and projects 1/2 foot. Station Is reached from Greenville by going W on State Route 358 for 6.3 miles, thence N on Route 43°93 for 2.0 miles to the residence of P.H. Doyle. Station is 15.0 feet E of the E edge of a large flagstone of the walk to Doyle's house, 3°*8 feet NE of a 1-foot maple tree in Doyle's front yard. OBJECT DISTANCE DIRECTION V if feet 0° 00'00*10 R.M. 18.68 Qif 19 00 Plane coordinates (Pa. N Zone): x =» l,2ifl,if06.82 feet; y = if67,8l8.8l feet. •iBBBi-a-JBf W if INTERMEDIATE (West Salem Township,Pa.Geod.S., 1958)—Sta¬ tion Is located about on the Pennsylvania-Ohio State line, about 6.3 miles W of Greenville. Station Is marked with a square concrete block 6 by 6 by 8 ~ inches with slight indentation In center, and Is 1 foot below the surface of the roadway. Witness mark is & nail in top of a large stump, 2.2 feet in diameter, on the W side of road. Station is reached from Greenville by going W on State Route 358 for 6.3 miles, thence N on Route if3°95 for 1.8 miles to the station site. OBJECT DISTANCE DIRECTION W if feet 0° 00 *0010 Witness Mark 17.39 269 02 00 Plane coordinates (Pa. N Zone): x = l,2ifl,if06,59 foefc; y a Jl67,155.98 feet. -w-sf-a-H-s**# X if (West Salem Township,Pa.Geod.S.,1938)—Station is located about on Pennsylvania-Ohio State line, about 6.3 miles W of Greenville. Station Is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard tablet set in top, stamped "X if, 1938.* The top of the mark is set l/2 foot below the surface. Station is reached from Greenville by going W on State Route 358 for 6.3 miles, thence N on Route J4.3095 for 1.6 miles to the station site at a farmhouse. Station is on the W side of the road in the level spot in front of a barn, if paces W of the center of traveled roadway, if2,95 feet SE of the SE corner of foundation of a milk house, 39*50 f©®t E of the NE corner of a barn. Plane coordinates (Pa. N Zone):, x = l,2ifl,ifl0.77 feet; y a if65,8ifl.01 feet. Y if (West Salem Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 1.5 miles N of Orangeville. Station is marked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System standard bronze tablet set in top, stamped ”Y if, 1938.” The top of the mark projects 1/2 foot above surface of ground. Station is reached from Orangeville by going N on state line road for 1*5 miles, thence E on Route if3.03o 0.2 mile, thence left for 0.8 mile, thence left (W) for 0.1 mile to the Ohio line at a T-intersection. Station is S of here 250 feet, in a hedge line If paces E of the corner of a hay field, at the SW corner of a garden plot, approximately 6 paces E of the center line of the old abandoned road along the state line. Plane coordinates (Pa. N Zone): x » I,2if0,0if0.09 feet; y s 450,963.30 feet. M if2 (INDEX) (West Salem Township,Pa.Geod.S.,1938)— Station is located about on the Pennsylvania-Ohio State line, about 1.5 miles N of Orangeville. Milepost is a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 inch high. Point of apex was used as traverse point, monument was not dis¬ turbed to check whether or not this point was exactly over the cross in the aub-mark, the latter being a sandstone cube 15 inches on a side with cross denoting true line. Station is reached from Orangeville by going N on the state line road for 1,5 miles to intersection with Route 43036; station is due N of here 510 feet. Plane coordinates (Pa. N Zone): x = 1,239,908.60 feet; y ** Ijif7*8l2.lf2 feet. M 43 (TRUE) (South Pyraatuning Township,Pa.Geod.S.,1938)— Station Is located about on the Pennsylvania-Ohio State line, just N of Orangeville. Monument or cube denoting true line is In roadway 1 foot below the surface. The index monument is 25 feet due E at the northern end of a cut bank, 5 f®®t 7 inches above top of true line marker, and consists of a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end Is dressed with an apex 1 inch high, and marked on W face is "25 F.” Station is reached from the center of bridge in Orangeville by going N on the state line road for 2865 feet. Plane coordinates (Pa. N Zone): x = 1,239,742.16 feet; y = 442,534.48 feet. •IHKHHHHt Z 4 (South Pymatuning Township,Pa.Geod.S.,1938)—Station Is located about on the Pennsylvania-Ohio State line, In the N edge of Orangeville, about 1/4 mile N of Pymatuning Creek bridge. The station is 11.6 feet E of the approximate center line of State Line Road, 13.6 feet SW of an electrio power pole, 67.9 feet W of the SW corner of a cement block milk house, 63 feet NW of the NW corner of a residence belonging to Grace Williams, and about 3 feet N of a mail box. Station is narked with a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System bronze tablet set In top, stamped ”Z 4» 1938.” The top of the mark is set flush with the ground. Station is reached from Orangeville by going N on State Line Road for 1/4 mile. Plane coordinates (Pa. N Zone): x = 1,239,710.49 feet; y = 441,157.65 feet. M 44 (ECCENTRIC) (South Pymatuning Township,Pa.Geod.S.,1938)— Station is located about on the Pennsylvania-Ohio State line, just S of Orangeville. Station Is 1J.15 feet E of center line of pave¬ ment of State Highway 718, 7 feet W of the SW corner of culvert abutment, 15*3 feet SW of the NW corner of abutment, and 11.86 feet W of the milepost index monument. Station is marked with a Pa. Coordinate System bronze tablet cemented in drill hole of the concrete culvert top, 1 foot below the surface. The index monument Is 25 feet due E at the northern end of a cut bank, 5 feet 7 inches above top of true line marker, and con¬ sists of a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 Inch high and marked on W face ”25 F." True line monument is now under the con¬ crete paving. ^ Station is reached from Orangeville and is a few feet S of the marker designating the S boundary limits of Orangeville. OBJECT DISTANCE DIRECTION M 41+1777 (ECC.) feet 0°00'00’10 Index stone for milepost No.44 11.86 89 03 45 Plane coordinates (Pa. N Zone): x = 1*239*587.25 feet; y =« 437,256.83 feet. -SHt-SBKc-SHt- M 45 INDEX (South Pymatuning Township,Pa.Geod.S.,1958)—Sta¬ tion is located about on the Pennsylvania-Ohio State line, about 1.4 miles S of Orangeville. Point used was the center of apex of index stone which is a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 inch high and marked on W face ”25 F.” True line monument is now under the concrete pavement. Distance to center line of pavement is 24.95 f«®t. Station is reached from Orangeville by going S on state line road for 1.4 miles to the Pine Tree Dairy Farm; station is on the E side of road, 47*4 t S of driveway leading to dairy, 4 feet W of hedge line and projects 1 foot above the surface. Plane coordinates (Pa. N Zone): x = 1,239,432.19 f«®t; y = 431*979*11 *©«*• •JBBcS-SHH* A 5 (South Pymatuning Township,Pa.Geod.S.,1938)—Station is located S of Orangeville about on the Pennsylvania-Ohio State line, on State Highway 718, and 238.1 feet N of the intersection of the two concrete highways at a point locally known as "Five Points”; this distance measured on line with E edge of pavement of Highway 718. The station is 11*3 feet E of the center line and 2.3 feet E of the E edge of pavement. Station is marked with a concrete monument 6 by 6 by 30 Inches with a Pa. Coordinate System bronze tablet set in top, stamped nA 5, 1938.” The top of mark is set 0.7 foot below the surface of the ground. Reference mark is a concrete monument 6 by 6 by 30 inches with 5/4-lnch hole in top and is E of the station, 3 feet E of E property line fence, at the NW corner of a yard or garden and projects 0.4 foot. OBJECT DISTANCE DIRECTION M 45 INDEX STONE feet 0°00'00'i0 R.K. 22.83 „ 88 lti 30.0 Plane coordinates (Pa. N Zone): x = 1,239,338.4® feet; y * 429*445.32 feet. •iHHi-JHt-SBfr M 46 (South Pymatuning Township,Pa.Geod.S.,l938)--Statlon is located about on the Pennsylvania-Ohio State line, about 2 l/2 miles S of Orangeville. Station Is on the W side of State Highway 718 and center of apex of index stone was plumbed exactly over the center of cross of sub-mark. Index is a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 inch high. True line monument or the sub-mark Is a sandstone cube 15 inches on a side with cross denoting true line. Station Is reached from ”Five Points”, which is a point on State Highway 718 2 miles S of Orangeville, by going S on the state line road for 1/2 mile. Plane coordinates (Pa. N Zone): x « 1,239*239*84 feet; y = 426,702.50 feet. M 48 (TRUE) (South Pymatuning Township,Pa.Geod.S.,1938)—Sta¬ tion is located about on the Pennsylvania-Ohio State line, about 2 miles W of Sharpsville. Original true line monument was recovered and consists of a sandstone cube 15 incheson a side with cross denoting true line and Is 2 feet below the surface of the roadway, and 25 feet due W of the index stone. Index is a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 Inch high and projecting 1 foot. (continued on p.63) T 99-10 63 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Seoond-order Traverse Line No.19 continued M I4.8 (TRUE) continued Station is reached from Sharpsvllle by going W on Route ll.3103 for 2 miles to the Ohio line, thence S 600 feet to the sta¬ tion site* Plane coordlnates (Pa. N Zone): x = 1,238,905.86 feet: y = la6,litf.31 feet. ******* B 5 (South Pymatuning Township,Pa .Geod.S., 1958)—Station Is located about on the Pennsylvania-Ohio State line, about 2 miles W of Sharpsvllle. Station Is marked with a concrete monument 6 by 6 by 30 inches, with a Pa. Coordinate System bronze tablet set in top, stamped ”B 5, 1938.n The top of the mark is set 1 foot below the surface of the ground* Reference mark is a concrete monument 6 by 6 by 30 inches with 3/2*-inch hole in center and is W of the station, in the NE 0orner of John Rust’s pasture, and 2 1/2 feet SW of the corner post of pasture fence. Station is reached from Sharpsvllle by going W on Route 1*3103 for 2 miles to the Ohio line, thence S 1720 feet to the station site which is the approximate center line of road, 2 feet N of the extension of property line fence separatlng the proper- ties of Fred Clark and John Rust, and 121 feet S from the exten¬ sion of the property line fence of T. Kuchmak. OBJECT DISTANCE DIRECTION B 5 INTER. feet 0°00»00*10 R.M. 19*80 90 23 30 Plane coordlnates (Pa. N Zone): x » 1,238,875.98 feet: y * 1*15*036*1*6 feet. Pennsylvanla-Ohlo State Line Milepost No.1*9 Index is a sandstone monument 1 foot square and 3 feet long, 1 foot of the upper end is dressed with an apex 1 inch high; measurement was made to center of apex and monument was not disturbe°d to ascertain if this point was exactly plumbed with the sub-mark or true liine monument which is 2 feet under¬ ground. Station is reached from the intersection of N Water Street and Route 1*3031 in Sharon by going N on the latter for 1 mile, thence left into a private lane and across bridge to a private dwelling* Station is W of here up the hill, and across the field, and at the SE brink of a ravine 1*° feet deep. OBJECT DISTANCE DIRECTION Z 5 feet 0°00'00*10 Milepost No .1*9 (Index Stone) 50.78 188 5I* 33 Plane coordlnates (Pa. N Zone): x * 1,238,729.01 feet; y = 1*10,821.56 feet. ******* Z 5 (Hickory Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, About 1 mile N of Sharon. Station is marked with a concrete monument 6 by 6 by 30 inches, with a Pa. Coordinate System bronze tablet set in top, stamped *'Z 5> 1938•” The top of the mark project* 6 inches above the sur¬ face of the ground. Station is reached from the intersection of N Water Street and Route 1*3031 in Sharon by going N on the latter for 1 mile, thence left into a private lane and across bridge to private dwell¬ ing. Station Is W of here and reached on foot by going up the hill along the S edge about 1/1* mile to the fence along the state line, thence S a few hundred feet to the station. Mark is 4*6 feet S of an E-W fence line and 5 feet SW of an 8-inch white oak tree. Plane coordlnates (Pa. N Zone): x = 1,238,707,3!* feet; y = 1*10,318.08 feet. C 5 (Hickory-South Pymatuning Townships;Pa.Geod.S.,1938) — Station is located at about the point where the boundary between Hiokory and South Pymatuning townships intersects the Ohio- Pennsylvania State line. It is in the p&sture W of where Route 1*3°31 crosses a creek on land belonging to John Rust, and 36 feet N of the bank of the creek* Station is marked by a concrete monument 6 by 6 oy 30 inches, with a Pa* Coordinate System bronze tablet set in top, stamped ”C 5* 1938*w The top of the mark projects 6 inches above surface of the ground. Reference mark is a drill hole in the SW end of a bridge abutment• Station is reached from the intersection of N Water Street and Route 1*3°31 in Sharon by going N on the latter for 1.1* miles to the Ohio line. DISTANCE DIRECTION feet 0° 00 ’00*10 79*82 291 1*0 00 OBJECT c 6 R.M. E Lightning rod, on Rust’s residence Plane coordlnates (Pa. N Zone): y * 1*13,262.99 feet. 179 51 20 1,238,720.50 feet; C 6 (Hickory Township,Pa.Geod.S.,1938)—Station is located about oh the Pennsylvania-Ohio State line, about 1.2 miles N of Sharon. Station is on the W side of Route 1*3031 in the W berm, 1* paces N of a steel culvert, 77 feet SW from the SW corner of the Frenohek residence. Station is marked with :a concrete monument 6 by 6 by 30 inches with a Pa. Coordinate System bronze tablet set in top, stamped **C 6, 1938.** The tqp of the mark is set 1/2 foot below the surface of the ground. 1 Reference mark No.l is a drill hole in the SE end of a con¬ crete bridge rall. Reference mark No.2 is a concrete monument 6 by 6 by 30 inches and is at the fence corner across tile road from station. Station is reached from the intersection of N Water Street and Route 1*3031 In Sharon by going N on the latter for 1.2 miles to the residence of John Frenohek. OBJECT DISTANCE DIRECTION B 6 feet 0° 00’00*10 R.M.No.l 91.25 317 02 30.0 R.M.No.2 Plane coordlnates y « 1*11,960.58 feet. ******* B 6 (Hickory Township,Pa .Geod.S.,1938)—Station is located about on the Pennsylvanla-Ohlo State line, about 1.1 miles N of Sharon. Station site is in W berm of Route 1*3°31> 630 feet SE of the residence of John Frenchek. Station is marked with concrete monument 6 by 6 by 50 inches with a Pa. Coordinate System bronze tablet set in top, stamped "B 6, 1938.** The top of the mark is set 6 inches below the sur¬ face of the ground. Reference mark is a concrete monument 6 by 6 by 30 Inches, with a 3/l*-lnoh hole in top and is in the fence line on the NE side of roadway. Station is reached from the intersection of N Water Street and Route 1*3031 I*1 Sharon by going N on the latter for 1.1 miles to the station site. OBJECT DISTANCE DIRECTION C 6 feet 0°00’00*10 R.M. 32.71 89 01 1*6 Plane coordlnates (Pa. N Zone): x * 1,239,522.81* feet; y 1*11,1*19.85 feet. ******* A 6 (Hickory Township,Pa.Geod.S.,1938)—Station is looated about on the Pennsylvania-Ohio State line, about 1 mile N of Sharon. Station is marked with a concrete monument 6 by 6 by 30 inches, with a Pa. Coordinate System bronze tablet set in top, stamped "A 6, 1938.** The top of the mark projects 1/2 foot above surfaoe of the ground. Mark is 20 feet S of a double*»boled oak tree, 12 feet W of a fence along the state line, and 50.78 feet SW of milepost No.1*9* 3J.03 ±03 1*3 (Pa. N Zone): x = 1,239,203.1*8 feet; *:;-***** Y 5 (Hickory Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, about 0.6 mile N of Sharon• Station is marked with a concrete monument 6 by 6 by 30 inches, with a Pa. Coordinate System bronze tablet set in top, stamped **Y 5, 1938.” The top of the mark projects 1/2 foot above surface of the ground. Station is reached from State and Summit Streets in Sharon by going N on Summit Street to its end, thence on foot due N along the state line for 0.6 mile to the station site, which is in the wooded land and 7*4 feet N of an E-W fence line and 8 feet W of the fence along the state line. Plane coordlnates (Pa. N Zone): x = 1,238,688.31 feet; y » 409,534.99 feet. ******* X 5 (Hickory Township,Pa.Geod.S.,1938)—Station Is located ' about on the Pennsylvania-Ohio State line, about 1/2 mile N of Sharon. Station is marked with a concrete monument 6 by 6 by 50 inches, with a Pa. Coordinate System bronze tablet set in top, stamped **X 5, 1938.** The top of the mark projects 1/2 foot above surface of the ground. Station is reached from State and Summit Streets in Sharon by going N on Summit Street to its end, thence on foot due N along the state line for 1/2 mile to station site, which IC 3 feet W of a N and S fence, 50 feet N of a T-intersection of fenoes, and 5 feet SW of 2 l/2-foot oak tree. Plane coordlnates (Pa. N Zone): x « 1,238,670.79 feet; y = 4o8,737.36 feet. ******* V 5 (Hickory Township,Pa.Geod.S.,1938)—Station is located about on the Pennsylvania-Ohio State line, just N of Sharon. Station is marked with a concrete monument 6 by 6 by 30 Inches with a Pa. Coordinate System bronze tablet set in top, stamped "V 5, 1938." The top of the mark projects 1/2 foot above surfaoe of the ground. Station is reached from State and Summit Streets in Sharon by going N on Summit Street to its end, thence on foot due N along the state line for 2000 feet to station site, which is on the .Ohio side of the state line fence, a few feet. Plane coordlnates (Pa. N Zone): x » 1,238,649*93 feet; y * 408,156.30 feet. ******* U 5 (Hickory Township,Pa.Geod.S., 1938)— Station is located about on the Pennsylvania-Ohio State line, just N of Sharon. Station is marked with a concrete monument 6 by 6 by 30 inches, with a Pa. Coordinate System bronze tablet set In top, stamped "U 5, 1938." The top of the mark projects 1/2 foot above the surface of the ground. Station is reached from State and Summit Streets in Sharon by going N on Summit Street to its end, thence on foot due N along the state line for 300 feet to station site. It la across a rimand in a small thicket approximately 20 feet W of the state line fence. Plane coordlnates (Fa. N Zone): x * 1,238,598.36 feet; y = 406,439.25 feet. T 5 (Hickory Township,Pa.Geod.S.,1938)—Station is looated in Sharon at the NE corner of the lot oocupying the SW corner of the intersection of Summit Avenue and Lincoln Street. Station is marked with a 6- by 6- by 30-inoh concrete monu¬ ment, with a standard Fa. Coordinate System bronze tablet set in top, stamped "T 5, 1938." The monument protrudes 0.1 foot above surface of the ground/^ For further information see description of T 5 OFFSET. Plane coordlnates (Pa. N Zone): x * 1,238,500.1*4 feet; y * 404,197.87 feet. T 5 OFFSET (Hickory Township,Pa.Geod.S.,1938)—Station is looated in Sharon at the approximate intersection of center llnes of Summit Avenue and Lincoln Street and is marked with an iron pin, with punohmark in center, flush with the surface of the pave¬ ment . (continued on p. 64) T 99-11 64 Line No .19 continued T 5 OFFSET (continued) Reference mark le a lead plug and brass screw set in a drill hole of a stone on the W side of Summit Street and N of Lincoln Street. For further information see description of T 5. OBJECT DISTANCE DIRECTION S 5 feet 0o00»00®:0 T 5 27.70 53 18 50 R.M. 34.60 ^ 152 51 50 Plane coordinates (Pa. N Zone): x = 1,238,523.03 feet; y « ii.oi.,213,90 feet. W 5 (Trumbull County,Ohio,Pa.Geod.S.,1938) —Station is on Lincoln Avenue in Brookfield Township, Ohio, 1,1414 feet W of the Center line of Summit Street, Sharon, Pa, Station is in the ap¬ proximate center line of street, 44*6 feet E of center line of a street leading S, 15*75 feet from a railway spike‘driven in tele¬ phone pole on the N side of road, and 31*85 feet from the center of a water valve cover. Station is marked with a concrete monument 6 by 6 by 30 inohes, with a Pa. Coordinate System bronze tablet set in top, stamped MW 5, 1938.” The top of mark is set 0,6 foot below the surface of the ground. Plane coordinates (Pa. N Zone): x =* 1,237,079.4.1 feet; y - 404,262.17 feet. ***** ** S 5 (Hickory Township,Pa.Geod.S.,1938)—Station is in Sharon on the E side of Summit Street, 826.72 feet N of the N curb of State Street. Station Is marked with a 6- by 6- by 30-lnch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped ”3 5, 1938.n The top of the mark is set flush with the surface of the ground. Reference mark is a lead plug and tack in the second concrete step across the street to the westward. OBJECT M 51 (INDEX) Spire, U.P. Church R.M. W.T.,W.E.M.Co. (finial) Flagpole PH.C.Bldg, W.P.I.C. Antenna Plane coordinates (Pa = 401,419.52 feet. DISTANCE feet 98.70 N Zone); DIRECTION 0° 00*00*10 277 45 39.0 19 47 40 2k3 28 10 286 19 05 292 48 15 x = 1,238,457.59 feet; ******* M 51 (Hickory Township,Pa.Geod.S.,1938)—Station Is in Sharon on High Street, 244 feet S of the S curb of State Street, 78.7 feet N of the N curb of B Street, 43 *3° feet from the NE corner of a house foundation, and 42«4 foot from the SE corner of a house 'foundation, these two foundations being the nearest to the point as described with the respective dlstances from the above mentioned curb lines. Station is 1 foot below the surface of the street and is marked with a Pa. Coordinate System bronze tablet cemented in drill hole in the center’of the top of the index stone. The monu¬ ment was not otherwise disturbed to ascertain if center of bronze tablet is exactly over the true line cross of the sub-mark, which in this case would be approximately 4 feet below the surface of the street. True line monument is a sandstone cube 15 inches on a side and In this case according to the original record of this survey made in l88l. OBJECT DIRECTION S 5 0°00'00’:0 Spire, U.P. Church 86 39 42 Plane coordinates (Pa. N Zone): x = 1,238,406.01 feet; y = 400,514.56 feet. IV. State House i Foundation^I Foust Found'ation S meet 7WeZ Street' ******* R 5 (Hickory Township,Pa.Geod.3.,1938)—Located in Sharon at the Intersection of High and Ohio Streets. The station is 64*35 feet SE of the SE corner of porch of house No.274 High Street; 24.1 feet S of an electric power pole which is located at the NE corner of the street Intersection, and 55*90 feet NW of the NW corner of the porch belonging to house No.541 Ohio Street. Station is marked with a 6- by 6- by 30-lnch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top stamped ”R 5, 1938." The top of the mark is set 14 inches below the sur¬ face of the ground. OBJECT DISTANCE Q 5 feet Center of manhole lid 31.°° Plane coordinates (Pa. N Zone): x y = 399,122.46 feet. DIRECTION 0°00«00’i0 229 06 1,238,369.70 feet; ******* Q. 5 (Hickory Township,Pa.Geod.S., 193®)— Station is located in Sharon at the S end of Summit Avenue and Emmanuel Place. Station is marked with a 6- by 6- by 30-lnch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in toR stamped "Q 5* 1938.” The top of the mark Is set 0.8 foot below the sur¬ face of the ground. Reference mark No.l is an iron pin set in concrete which is enoased within a 3“i**°h tile pipe, located at the NE corner of a U.N.G. concrete block regulator house. Reference mark No.2 is marked the same as reference mark No.l and located at the NW cor¬ ner of a U.N.G. concrete block regulator house. y OBJECT R 5 R.M.No.l R.M.No.2 Center of sewer manhole Plane coordinates (Pa * 396,503.17 feet. DISTANCE feet 21.10 Td . N Zone): DIRECTION 0° 00«00".0 181 10 262 28 1,238,500.69 feet; ******* P 5 (Hickory Township,Pa.Geod.S.,1938)—Station is located in Sharon at the S end of Irvine Avenue where it curves toward Ohio. Station is NE across the car tracks at the S end of the large signboard. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped MP 5, 1958.” The top of the mark projects 6 inches above the surface of the ground. Plane coordinates (Pa. N Zone): x * 1,237,729.06 feet; y - 395,335.78 feet. ******* M 52 (Hickory Township,Pa.Geod.S.,1938)—Station is located in Farrell on the property of the Sharon Steel Corporation, NW of the main mill building and E of the Shenango River. The monument is 120 feet NW of the most westerly rail of the N.Y.C.R.R. tracks and 106 feet W of the W corner of the railway shed. Station is marked with a sandstone monument 1 foot square and 3 feet long, the top portion being dressed 1 foot from top down and protrudes 1 foot. A standard Pa. Coordinate System bronze tablet was cemented and countersunk in top of this monu¬ ment . The monument described herein is referred to in the State Line Survey of 1889 as the index stone, the true line monument being a 15-inch sandstone cube 2 feet below the surface and with cross denoting canter. At this time it was not ascertained whether the center of index stone was exactly over the cross in the sub-mark. Plane coordinates (Pa. N Zone): x = 1,238,238.04 feet; y * 395,037.54 feet. ******* SHARON NORTHEAST BASE (Hickory Township,Pa.Geod.S., 1938) — Station is located about on the Pennsylvania-Ohio State line In the outskirts of Sharon near the S end of Irvine Avenue where it curves toward Ohio, 300 feet beyond the edge of a bluff and 20.20 feet NW of the nearest rail of New York Central Railroad track. Station Is marked with a 6- by 6- by 30-lnch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set In top,stamped "Sharon NE Base, 1938." The top of the mark is set flush with the surface of the ground. Plane coordinates (Pa. N Zone): x » 1,237,760.35 feet; y = 595,064.00 feet. ******* SHARON SOUTHWEST BASE (Trumbull County,0hio,Pa.Geod.S.,1938) — Station is located about on the Pennsylvania-Ohio State line, in the outskirts of Sharon, Pa. Station is marked with a 6- by 6- by 30-lnch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped "Sharon SW Base, 1938." The top of the mark projects about 6 Inches above the surface of the ground. Station is reached from the S end of Irvine Avenue In Sharon, Pa. (Youngstown Road, U.S. Highway 62) by going S and W for a dis¬ tance of 0.9 mile, thence left on cinder road to the N.Y.C.R.R. tracks and station site. The station is 7.9O feet W of the W rail of the N.Y.C. tracks, l6 feet S of the approximate center line of ash road, and 27 feet SE of telephone pole No.260-199. Plane coordinates (Pa. N Base): x * 1,235,729*00 feet; y * 392,727.41 feet. ******* N 5 (Hickory Township,Pa.Geod,S.,1938)—Station is located Just W of Wheatland, about on the Pennsylvania-Ohio State line. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped "N 5, 1938." The top of the mark is set 6 inohes below the surface of the ground. Reference mark Is a 6- by 6- by 30-inch concrete monument with l/2-inch drill hole in top and projects 1/2 foot. It is E of the station and in E edge of hedge line. Station is reached from the Intersection of Church and Ohio Streets in Wheatland by going W on Ohio Street for 1 mile to the State line road, thence N on State line road for l/2 mile to sta¬ tion site. Station is in roadway approximately 5 feet from cen¬ ter line of travel. y OBJECT SHARON NE BASE w!t! PIW Masury Plane coordinates » 390,614.05 feet. DISTANCE DIRECTION feet 0°00«00,i0 32.66 105 55 25 246 25 40 (Pa. N Zone): x w 1,238,089.92 feet; *5****** M 53 (Hickory Township,Pa.Geod.S., 1938)—Station is located just W of Wheatland, about on the Pennsylvania-Ohio State line, (continued on p. 65) T 99-12 65 UNITED STATES COAST AND OEODETIC SURVEY AND STATE SURVEY P.nnBylvanla-Ohlo Stat# Dina Second-order Traverse * — Line Wo.19 continued M 53 (continued) Point used was the center of cross of the true line monument which is a sandstone cube 15 inches on a side and is 1 1/2 feet below the surface of roadway. Station is reached from the intersection of Church and Ohio Streets in Wheatland by going W on Ohio Street for 1 mile to the State line road, thence N 0.3 mile to station site. Station is in roadway 25 feet due W of the index stone which sets at the edge of a bank at the E side of the road. Plane coordinates (Pa. N Zone): x = 1,258,071.96 feet; y = 389,760.15 feet. ******* M 5 (Hickory Township,Pa.Geod.S,,1958)—Station is located just W of Wheatland, about on the Pennsylvania-Ohio State line. Station is marked with a 6- by 6- by 30-inch 'concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped "M 5# 1938•” The top of the mark is set 1,1*. feet below the sur¬ face of the ground, 1 Reference! mark is a 6- by 6- by 30-i!nch boncrete monument with 3/4-inch hole in,top and projects 5 inches. It is in the property line running E and W at the E side of state line road. Station is reached from the intersection of Church and Ohio Streets in Wheatland by going W on Ohio Street for 1 mile to the state line road, thence 2,000 feet to a T-intersection with a road leading W into Ohio; station is in approximate center of Intersection. OBJECT DISTANCE L 5 feet R.M. la.i Tel. pole N0.II7-37 38.O Plane coordinates (Pa. N Zone): x y = 386,302.07 feet. DIRECTION 0o00»00".0 256 58 50.0 150 l4 1*237,965.60 feet; L 5 (Hickory Township,Pa.Geod.S.,1938)—Station is located just W of Wheatland, about on the Pennsylvania-Ohio State line. Station is marked with a 6- by 6- by 30-inoh concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped "L 5, 1938." The top of the mark is set 1 foot below the surface of the ground. Reference mark is a 3/4-inch drill hole in the top of a stone abutment on the E side, of the road. Witness mark is a 20-inch tree at the corner of property line. Station is reached from the Intersection of Church and Ohio Streets In Wheatland by going W on Ohio Street for 1 mile to the state line road, thence S on state line for 0,6 mile. Station is on the E side of the roadway and 3 feet E of the W drainage ditch. OBJECT DISTANCE M 5l* (INDEX) feet R.M. 226.S8 Witness Mark 67.4 Plane coordinates (Pa. N Zone): y = 38^,951.91 feet. DIRECTION o°oo«oo’:o 357 20 10 332 20 1*237,932.30 feet; ******* M 514. (Hickory Township,Pa.Geod.S.,1938)—Station is located just W of Wheatland, about on the Pennsylvania-Ohio State line. Point used was the center of apex of the Index stone which for this milepost was set over the true line monument by the survey of 1881. Monument was not disturbed to ascertain whether or not this center of apex plumbed exactly over the center of sub-mark. Station Is reached from the intersection of Church and Ohio Streets In Wheatland by going W on Ohio Street for 1 mile to the state line road, thence S on state line road for O.75 mile to the station site, which is on the left (E) side of road at the bottom of a high cut bank, 25 l/2 feet E of the traveled center line. Plane coordinates (Pa. N Zone): x » 1,237,90i|.,i|.5 feet; y a 381|.,1*j83 .00 feet. ******* K 5 (Shenango Township,Pa.Geod.S.,1938)—Station is located just W of Wheatland, about on the Pennsylvania-Ohio State line. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set In top, stamped WK 5, 1938." The top of the mark projects 4 inches above the surface of the ground. Station is reached from the intersection of Church and Ohio Streets in Wheatland by going W on Ohio Street for 1 mile to the state line road, thence S on state line road for 0.9 mile to the station site, which is on the W side of the road, 3 feet W of the property line fence, 38.5 feet W of telephone pole No.66, and 75 feet NW of a fence corner on the E side of the road. Plane coordinates (Pa. N Zone): x = 1,237,894.55 feet; y * 383,213.67 feet. ******* J 5 (Shenango Township,Pa.Geod.S.,1938) Station is located about 3*4 miles W of about on the Pennsylvania-Ohio State line West Middlesex. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped HJ 5, 1938." The top of the mark is set 0.7 foot below the surface of the ground. Reference mark is a 6- by 6- by 30-inch concrete monument with 3/4-inch drill hole in top, in an E-W fence line and 28 feet W of the W property line fence. It projects 6 inches above the surface of the ground. Station is reached from West Middlesex by going W on State Route 318 for 3.4 miles, thence right (N) on State Route 932 for 0.6 mile to the station site on the crest of a hill. OBJECT DISTANCE DIRECTION M 55 feet 0°00»00*10 R.M. 55*70 79 13 30.0 Tel. pole No.84 8.0 27l 45 Plane coordinates (Pa. N Zone): x =* 1,237,807.55 feet; y s 380,868.69 feet. ******* T 99-13 66 UNITED STATE S COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No*20 Mereer-Crawford County Line 1447+72.3 NE CORNER (French Creek Township,Pa.Geod.S.,1938) — This station is the NE corner of Mercer County also the comer of Venango County. Located In approximate center line of the Mercer-Crawford County line ro£d 1.1 miles E of its junction with U.S. Highway 322. Remnants of the old monument established in 1909 recovered; it had been broken off by D.E. Deter, who said it projectod above the surface so far that his truck had. hit it; location confirmed by T.J. Coulsen* New station is marked with a concrete monument 6 inches square and 3 1/2 feet long with a Pa. Coordinate System disk set in top. The top of mark is 8 inches below the surface of the road. The subsurface markvis a concrete slab 12 by 12 by 4 inches with hole in center, center being plumbed exactly under center of disk. Index stone, set about on the Crawford-Venango County line 16.00 feet N of the station, is a dressed sandstone post, located on the N side of the road, having ”16 F” chiseled on its S face. Triangulation station N.E. CORNER is 853.32 feet ESE of the station, in grid azimuth 272°16*31.5”, and is in the NE corner of Harper Hart*s field. See description thereof. 1334+07.8 (1909) (French Creek Township,Pa.Geod.S., 1938) — Station is about on the Mercer-Crawford County line, about 1.1 miles E of junction of State Route 78 and Route 43088, which point is at the foot of a steep hill where an old lane leads off Route 43088 to the N. Station is in approximate center line of the intersection and 6 inches below the "surface• Original monument established in 1909 was recovered but the top dressed portion had been broken off; approximate center of remaining portion was drllled and a Pa. Coordinate System standard bronze tablet cemented therein, and stamped ”1334+07.8.” Reference mark No.l is a 6- by 6- by 30-inch concrete monu¬ ment in the NW comer of the intersection and projects 1/2 foot. Reference mark No.2 is a 5/8-inch drill hole in-hard fast ground at the NE corner of the intersection and 6 feet N of cut bank of road, and projects 0.2 foot. OBJECT McDANIELS OFFSET R.M.No.l R.M.No.2 Power Pole Lightning Rod (Southern¬ most) (approx.) 365 DISTANCE feet 39.60 18.22 145.5 Plane coordinates y = 489,971.48 feet. DIRECTION 0o00*00’.’0 52 31 20 125 54 267 32 177 21 15 (Pa. N Zone) x = 1,372,297.09 feet; 4HBH£4HBfr 1303+44.2 (1909) (French Creek Township,Pa.Geod.S.,1938)— Station is located about on the Mercer-Crawford County line, about 0.5 mile E of junction of State Route 78 and Route 43088, and is near the residence of P. Tsargutas. Station is in approximate center line of Route 43088 at a point 95 feet E from the center line of Tsargutas*s driveway. Original monument established in 1909 was recovered, center of cross in top was drilled and a Pa. Coordinate System bronze tablet cemented therein. The top of the mark is 6 inches below the surface of the roadway. Reference mark No.l is a 6- by 6- by 30-inch concrete monu¬ ment projectlng 0.8 foot and is in the garden fence line on N side of road. OBJECT . DISTANCE DIRECTION C 3 feet 0°00«00,.'0 R.M.No.l 30.94 93 24 00 Plane coordinates (Pa. N Zone) x * 1,369,241.86 feet; y * 489,908.21 feet. â– IHHHHMfr-St- 1255+12.8 (1909) (French Creek Township,Pa.Geod.S., 1938) — Station is located about on the Mercer-Crawford County line, 2,100 feet W of the Junction of State Route 78 and Route 43088, near the property line between properties of Joseph Keller and Louis Komer. Station is in approximate center line of Route 43088 and 0.8 foot below the surface. This monument was established by the 1909 survey and the upper 8-inch dressed portion had been broken off by road graders. Approximate center of remaining portion was drilled and a Pa. Coordinate System standard bronze tablet cemented and countersunk therein. Reference mark No.l is a 6- by 6- by 30-inch concrete monument with 3/4-lnch hole in top; it projects l/2 foot, and is on the S side of the S right-of-way fence. Reference mark No.2 is also a 6- by 6- by 30-inch concrete monument with nail in top; it projects 0.8 foot and is in the property line between properties of Joseph Keller and Louis Komer, N of the roadway. OBJECT DISTANCE DIRECTION 1303+44.2 (1909) feet 0°00»00'10 R.M.No.l 61.19 156 35 20 R.M.No.2 31.57 270 50 15 Plane coordinates (Pa. N Zone) x = 1,364,417.88 feet; y = 489,838.51 feet. â– H-K-JKi-tf-fr-H- C 3 (French Creek Township,Pa.Geod.S.,1938)—Station is located about on the Mercer-Crawford County line, 0.8 mile W of junction of State Route 78 and Route 43088, just beyond the residence of Le© J. Johnston at Highway Station 4/12. Station is in approximate center line of Route 43088 and 10 inches below the surface• Reference mark No.l is a 3/4-lnch drill hole in a field Stone, in the pasture SW of station. Reference mark No.2 is a 3/4-inch drill hole in a field stone, and is in the pasture SE of station. DISTANCE DIRECTION feet 0°00‘00*J0 42.17 297 20 00 45 .02 218 47 i 00 30.50 329 25 TO, OBJECT D 3 R.M.No.l R.M.No.2 -Tel. Pole Lightning Rod on Bam- (Weather Vane) Plane coordinates (Pa. N Zone) x = 489,835.44 feet. 224 19 00 1,362,376.59 feet; 1206+12.0 (1909) (French Creek Township,Pa.Geod.S.,1938) — Station is located on the Mercer-Crawford County Line Road, 1.1 miles W of its junction with State Route 78. It is located in the approximate center line of road on the extension of the property line of Harold Blair and George Peterman, and 269 feet E from the extension of center line of the township road leading This is the original monument set by the boundary survey of 1909. Monument was drilled and a standard Pa. Coordinate System bronze tablet cemented in center. The top of the monu¬ ment is set 1 foot below the surface of the road. The subsurface mark, consisting of a flat field stone with drill hole in cen¬ ter, was set beneath the monument. Reference mark is a 6- by 6- by 30-inch concrete monument with nail in center and is 7 feet S of rail fence. OBJECT D 3 R.M. Tel. Pole CT 49 Highway Sta. 3/40 Power Pole Plane coordinates y = 489,813.54 feet. (Pa DISTANCE feet 31.82 30.8 91.52 82.5 N Zone) DIRECTION 0°00«00'J0 267 14 45.0 42 40 203 10 1,359,521.20 feet; D 3 (French Creek Township,Pa.Geod.S., 1938)—Station is located on the Mercer-Crawford County Line Road, 1.2 miles W of its junction with State Route 78, and is near the residence of D.H. McMillan. Station is 1.1 feet below surface of the road, approximately 5 feet N of center line, and 19.3 feet from Highway Station 3/72. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "D 3, 1938.” Reference mark is a 6- by 6- by 30-inch concrete post pro- jecting 4 inches, and is 8 feet S from the S edge of the road. OBJECT DISTANCE DIRECTION C 3 feet 0°00»00?0 R.M. 26.74 82 29 30 Lightning Rod Center of McMillan*s property 214 29 Tel. Pole 29.30 217 Highway Sta. 3/72 19.3 87 Plane coordinates (Pa • N Zone) x *= 1,358,432.40 feet; - 489,810.15 feet. •JHHBHBBfr 1168+74.1 D.C.-F.C. (1909) (Deer Creek-French Creek Town- ships,Pa.Geod.S.,1938)—Station is located on the Mercer- Crawford County Line Road, 2 miles W of its junction with State Route 78. Station is in center of road on the extension of the property line of Hank Strayer and Bart Boylan, which line is the township line between French Creek and Deer Creek Townships. This monument was established by recovering monument No.1159+66.8 and foresighting point on line at the distances given in 1909. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System disk set in top, stamped "1168+74.1 D.C.-F.C•” The top of the mark is set 1 foot below the surface of the ground. Reference mark No.l is a 6- by 6- by 30-inch concrete monument with nail in center and is in feixce line S of station. Reference mark No.2 is hole drilled in field stone and is N of station. OBJECT DISTANCE DIRECTION 1206+12.0 feet 0°00*00?0 R.M.No.l 28.30 87 16 R.M.No.2 20.45 269 22 Plane coordinates (Pa. N Zone) x « 1,355,783.45 feet; y * 489,775.67 feet. 4HHHHH** 1159+66.8 (1909) (Deer Creek-French Creek Townships,Pa. Geod.S., 1938)—Station is located on the Mercer-Crawford County Line Road, 2.2 miles W of its Junction with State Route 78, and is near the residence of Dan Wise. Station is in center of road 169 feet from point even with W side of Wise*s house and measured parallel with road, 21 feet N of S property line fence. This is an original monument established in 1909, and consists of an 8- by 8- by 30-inch sandstone block dressed 6 Inches from top down with cross chiseled in top, and the letters "C” and "M” inscribed on the N and S faces respectively. Reference mark is a 6- by 6- by 30-inch concrete monument with hole in center of top, and is in S property line fence near pasture gate. (continued on p. £7) T 99-14 67 Line No .20 continued 1159+66.8 (1909) OBJECT 1206+12.0 R.M. (continued) DISTANCE feet 23.1 SW cor. of D. Wise*s residence Plane coordlnates iPa. N Zone) x y - 489,766.48 feet. DIRECTION 0°00'00?0 93 43 339 04 1,354,876.31 feetj E 3 (Deer Creek Township,Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford County Line Road, 2.2 miles W of its junction with State Route 78, and is at a T-intersection, near the residence of Mr. H.M. Strayer. Station is in SB corner of his property 6 1/2 feet N of property line and 1 foot helow the surface• Station is marked with a 6- hy 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, and stamped "E 3, 1938." U.S.G.S. Prim. Trav. Station is a 3-inch iron pipe with brass cap projecting 1 foot above the surface and was reinforced with concrete. Triangulation station PETERSON is diagonally across the intersection, and at the edge of the new out roadway. OBJECT DISTANCE DIRECTION D 3 feet 0°00»00?0 PETERSON 93.71 29 3" 30 U.S.O.S. PRIM.TRAV. STA. NO.9 20.125 Peterson Az.Mk. Plane coordlnates (Pa. N Zone) x y = 489,746.67 feet. 34 54 278 12 10 1,352,084.87 feet} 1111+55.3 OFFSET (Deer Creek Township,Pa.Geod.S., 1938)—Station is located on the Mercer-Crawford county line road, about 2,000 feet due W from a T-intersection which is 2.2 miles W from the junction of State Route 78 and Mercer- Crawford county line road. Station is near the corner of the properties belonging to Robert Evans, Hank Strayer, and Fred Harrington, 1 1/2 feet E of the N-S fence and 57 feet N of the corner. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "1111+55.3 OFFSET, 1938." The top of the mark projeots 0.4 foot above surface of the ground. OBJECT DISTANCE DIRECTION E 3 feet 0°00»00?0 CO. COR. 1111+55.3 (1909) 57.15 94 16 20 Plane coordlnates (Pa. N Zone) x * 1,350,072.23 feet} y * 489,781.46 feet. 1101+96.8 (1909) (Deer Creek Township,Pa.Geod.S.,1938)— Station is in fence corner, about on the Mercer-Crawford county line road and is one of the original monuments of the 1909 County Line Survey, which is an 8- by 30-inch sandstone block dressed 6 inches down from top, with cross in top. Station is reached by going W from State Route 78 on county line road for 2.2 miles to T-intersection, thence left (S) for 0.2 mile, thence right (W) 0.7 mile to a cross road} station is due N of here 0.4 mile. Plane coordlnates (Pa. N Zone) x * 1,349,110.91 feet} y - 489,699.37 feet. 1080+13.2 (1909) (Deer Creek Township,Pa.Geod.S.,1938)— Station is located about on the Mercer-Crawford county line road, approximately 2.2 miles W of its junction with State Route 78. Original mark had been broken off and the top part was found lying beside the road. The remaining portion of the original monument was recovered and the two parts fitted together, lowered until the top of monument was 1 foot below the surface, and the two halves thence reinforced with a shell of concrete. Reference mark No.l is a drill hole in field stone behind large stump to the SW of station. Reference mark No.2 is a drill hole in solid field stone in pasture to the E. Station is reached by going W from State Route 78 on county line road for 2.2 miles to T-intersection, thence left (S) for 0.2 mile, thence right (W) 0.7 mile to a cross road and the sta¬ tion site. DISTANCE DIRECTION feet 0°00'00?0 26.80 328 13 30.0 70.9 200 33 10.0 13 05 1,349,116.05 feet} OBJECT 1041+65.1 (1909) R .M .No.l R.M.No.2 Lightning rod on barn (Weather Vane) Plane coordlnates (Pa. N Zone) x y â–  487,555.61 feet. *««***» 1041+65.1 (1909) (Deer Creek Township,Pa.Geod.S.,1938)-- Station is located on Mercer-Crawford county line road, 2.5 miles E of its junction with U.S. Route 19. Monument is in the center line of road and is one of the old original monuments which was recovered by the 1909 survey, at which time an index marker was established, no new monument having been set at that date. Monument has a rounded top with rough cross and is approximately 2 feet long. At this date it was reinforced with a concrete base which extends from the bottom about half-way. Index stone is an 8- by 8- by 30-inch sandstone monument with cross in top with "25 F" Inscribed on its SW face, and is in the NE corner of the intersection. OBJECT DISTANCE DIRECTION 1080+13.2 feet 0°00»00?0 Index Stone (1909) 24.78 309 47 Tel. pole 27.1 130 52 Plane coordlnates (Pa. N Zone) x » 1,345,274.24 feet} y * 487,737.54 feet. F 3 (Deer Creek Township,Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford county line road, 1.9 miles E of its junction with U.S. Route 19. Station is on the S side of road 13 feet S of the center line of travel and at the summit of a rocky ridge• Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "F 3, 1938." The top of the mark projects 0.8 foot above sur¬ face of the ground* Reference mark No.l is a drill hole in a large field stone projecting 2 feet. Reference mark No»2 is a drill hole in a large field stone projecting 0.5 foot. OBJECT G 3 R.M .No.l R.M.No.2 DISTANCE feet 41.07 47.24 DIRECTION 0°00»00S0 311 55 35 81 00 50 Glass ball on lightning rod, most easterly on property of G .H. Wilson 179 21 55 Plane coordlnates (Pa. N Zone) x * 1,341,339.08 feet} y * 487,933.82 feet* G 3 (Deer Creek Township,Pa.Geod.S.,1938)—Station is located on Mercer-Crawford County line road, 1.6 miles E of its Junction with U.S. Route 19, 1,000 feet beyond the residence of G.H. Wilcox. Station is in hedge line 29 feet S of travel roadway. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "G 3, 1938The top of the mark projects 0.4 foot above sur¬ face of the ground. Subsurface mark, plumbed exactly under surface mark, con¬ sist s of a 1- by 1- by 0.3-foot concrete block with hole in center. Reference mark is drill hole in large field stone which projects 2 feet above surface. Mercer-Crawford boundary monument 986+86.7 (1909) is N of the station across the road in hedge line, 1 foot E of a 10-inch maple tree, and is marked with an8- by 8- by 30-inch sandstone monument with cross in top. OBJECT DISTANCE DIRECTION H 3 feet 0°00«00?0 R.M. 8.32 26 30 986+86.7 (1909) 48.32 82 24 47.5 Porcelain ball on lightning rod on residence of G.H. Wilcox 350 42 Plane coordlnates (Pa. N Zone) x *= 1,339,806.09 feet} y « 488,052.40 feet. 986+86.7 (1909) (Deer Creek Township,Pa.Geod.S.,1938)—Sta¬ tion is located on the Mercer-Crawford County line road, 1.6 miles E of its Junction with U.S. Route 19, 1,000 feet beyond the residence of G.H. Wilcox. Station consists of an 8- by 8- by 30-inch sandstone monu¬ ment with cross in top and dressed 6 inches from top down with letter "M" on S side (base) and letter "C" on N base. For additional information see description of Traverse Station G 3. Plane coordlnates (Pa. N Zone) x * 1,339,809.60 feet} y * 488,100.59 feet. H 3 (Greenwood Township,Crawford County,Pa.Geod.S.,1938)— Station is located about on the Mercer-Crawford County line road, 1*4 miles E of its Junction with U.S. Route 19, near the residence of G.H« Wilcox. Station is 17 feet N of the center line of traveled roadway, 24 feet E of a power pole, and 4 feet W of corner post of fence at the SW corner of field belonging to Wilson* Station is marked with a 6- by 6- by 30-lnoh concrete monument with a Pa. Coordinate System disk set in top, stamped "H 3, 1938." The top of the mark is set 1 foot below the sur¬ face of the ground. The station is supplemented with the sub¬ surface mark consieting of a 1- by 1- by 0.3 foot concrete block with hole in center which is exactly plumbed under center of station mark. Reference mark is a drill hole in a buried stone at the SW corner of Wilson*s field near the fence corner} this mark projects above the surface. OBJECT DISTANCE DIRECTION G 3 feet 0°00«0050 R .M. o .43 351 Power Pole 24 182 Porcelain ball on lightning rod of Wilson^ residence 81 32 20.0 Plane coordlnates (Pa. N Zone) x * 1,339.092.00 feet} y * 488,200.95 feet. #â– *#**** 932+43.0 (1909) (Deer Creek-Sandy Creek Townships,Pa. Geod.S.,1938)—Station Is located on Mercer-Crawford County line road, 0.6 mile E of its Junction with U.S. Route 19. Monument is in approximate center of roadway, 18.3 feet S of a T-intersection of-fences to the N, 20.75 feet N of the S property line fence, 235.55 feet E and N from triangulation station WILLIAMS, the latter being in the NW oorner of a pasture belonging to Daniel Williams Jr., station mark being 0.8 foot below the surface. This monument is one of the original marks set by the Mercer-Crawford County line survey of 1909} original stone was recovered but upper dressed portion had been broken off} approximate center of remaining portion was bisected and a drill hole filled with lead placed in center. This monument is also the corner of Deer Creek and Sandy Creek Townships of Mercer County• Reference mark No.l is a nail in blaze of an 8-inch oak tree. Reference mark No.2 is a nail In blaze of an 18-inch trlple-boled oak tree. y OBJECT WILLIAMS R.M .No.l R.M.No.2 Plane coordlnates * 488,461.25 feet. DISTANCE feet 20.17 39.68 (Pa. N Zone) x DIRECTION 0°00»00S0 103 54 20 223 02 50 1,334,381.78 feet} T 99-15 68 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No*20 continued WILLIAMS AZIMUTH MARK (Sandy Creek Township,Pa.Geod.S., 1938)-"Station is located at the intersection of U.S. Route 19 and Mercer-Crawford County line road, and is in the NE corner of a plot of ground occupied hy a service station. Station is marked with a standard Pa. Coordinate System bronze tablet azimuth mark, stamped "WILLIAMS AZIMUTH, 1937"; mark is cemented and countersunk in an ll- by ll- by 30-inch block of sandstone. The top of the mark is sel flush with the surface of the ground. A piece of 1-inch angle iron 4 feet long is driven in ground beside mark and project s 1 'foot. Reference marks No.l and No.2 are brass screws set in lead plugs in the culvert abutments on the E side of Route 19. Ref¬ erence mark No.l is in the southernmost culvert. DIRECTION 0°00»0020 56 ll 202 30 50 Plane coordinates.(PA. N 2one) x ® 1,331,284.20 feet; y = 488,558.25 feet. â– JHHHHKBt 878+49.3 (1909) (Sandy Creek Township,Pa.Geod.S.,1938)-- Station is located on Mercer-Crawford County line road, 0.45 mile W of Its junction with U.S. Route 19. The original monument set by the Mercer-Crawford County line survey of 1909 was recovered, the upper dressed portion had been broken off, approximate center drilled and a standard Pa.Coordinate System bronze disk cemented and countersunk in top and stamped "878+49.8 (1909), 1938." The monument is 4 inches below surface of roadway, 17 feet N of large round fence post and in line with an extension of a N-S fence line. Reference mark is a 6- by 6- by 30-inch monument with iron rod in center, and is In the SW corner of a field to the N of station. OBJECT DISTANCE DIRECTION L 7 feet 0°00'00'20 R.M. 34.15 90 16 50 Plane coordinates (Pa. N Zone) x = 1,328,994.49 feet; y â–  488,724.23 feet. OBJECT DISTANCE WILLIAMS feet Lightning Rod on H.E. , Smith*s Res. Weather Vane on R. Hazen*s Barn R.M .No.l 117.81 R.M.No.2 128.59 NE cor*- of fcras Station 72.78 L 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line, approximately 23/4 miles N of Sheakleyville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "L 7, 1938." The top of the mark projects 8 inches above the surface of the ground. Station is reached from the junction of U.S. Route 19 and Mercer-Crawford County line road, by going W on the latter for 0.8 mile to a T-intersection; station is due W of here at the first N-S fence line at the western boundary of a cultivated field approximately §90 feet from the road. Station is 5.5 feet W of the N-S fence, 10 feet N of a fence leading W, and 26.6 feet S of another fence corner. Plane coordinates (Pa. N Zone) x = 1,327,649.83 feet; y = 488,794.78 feet. M 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line, approximately 2,000 feet W of a T-intersection which is 0.8 mile W of the junction of U.S. Route 19 and Mercer-Crawford County line road. Station Is in the wooded land very close to the county line. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "M 7, 1938." The top of the mark projects 6 inches above the surface of the ground. Witness mark No.l is a nail in a 14-inch wild cherry tree, and witness mark No.2 is a nail In a 12-inch wild cherry tree. OBJECT ' DISTANCE L 7 feet Witness Mark No.l 28.55 7/itness Mark No.2 34.25 Plane coordinates (Pa. N Zone) y « 488,863.44 feet. DIRECTION 0°0Q»0020 151 00 10.0 236 20 1,326,372.92 feet; N 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line, approximately 2 3/4 miles N of Sheakleyville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "N 7, 1938." The top of the mark projects 8 inches above the surface of the ground. Witness mark Is a nail In blaze on a 12-inch pine tree. Station is reached from the junction of U.S. Route 19 and Mercer-Crawford County line road by going W on the latter for 0.8 mile, thence left on township road for 0.8 mile to a cross road, thence right (N) 0.5 mile to a fence line marking along the Mercer-Crawford County boundary line. Station is due E of here about 900 feet, and on the property owned by Alle Armour, 24 feet N of fence line. OBJECT DISTANCE DIRECTION M 7 feet 0°00»0020 Witness mark 141 336 53 40 Plane coordinates (Pa. N Zone) x * 1,325,732.00 feet; y *= 488,930.75 feet. **«««** P 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located about on the Mercer-Crawford County line, approximately 2 3/4 miles N of Sheakleyville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "P 7, 1938." The top of the mark projects 6 inches above the surface of the ground. Mercer-Crawford County Line Station Is reached from the junction of U.S. Route 19 and Mercer-Crawford County line road by going W on the latter for 0.8 mile, thence left on township road for 0.8 mile to a cross road, thence right (N) 0.5 mile to a fence line marking along the Mercer-Crawford County boundary line. Station is 19 feet E of center line of road, 23.5 feet N of a fence corner on the E side of the road, and 38.5 feet NE of the fence comer on the W side of the road, on property belonging^to Alle Armour. Plane coordinates (Pa. N Zone) x - 1,324,850.24 feet; y = 488,974.43 feet. Q, 7 {Sandy Creek Township,Pa.Geod.S., 1938)--Station is. located'-about on the Mercer-Crawford County line, approximately 2 3/4 miles N of Sheakleyville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "Q, 7, 1938." The top of the mark projects 6 inches above the surface of the ground. Witness mark is a nail in blaze on a 2 l/2-inch pine tree. Station is reached from the junction of U.S. Route 19 and Mercer-Crawford County line road by going W on the latter for 0.8 mile,^ the'nce left on township road ror 0.8 mile to a cross road, thence right (N) 0.5 mile to a fence line marking along the Mercer-Crawford County boundary line. Station is due W of here 600 feet, and in the swamp lands, 4 feet S of fence line. OBJECT DISTANCE DIRECTION 823+42.2 (1909) feet 0°00»00?0 Witness mark 55^1 37 51 30 Plane coordinates (Pa. N Zone) x = 1,324,234.49 feet; y = 488,981.41 feet. 823+42.2 (1909) (Sandy Creek Township,Pa.Geod.S.,1938)— Station is located about on the Mercer-Crawford County line approximately 2 3/4 miles NNW of Sheakleyville. This is one of the original stones of the Mercer-Crawford County boundary line survey of 1909 and Is an 8- by 8- by 48-inch sandstone block dressed 6 inches from the top down, with the letter "M" inscribed on Its S face and the letter "C" inscribed on its N face. Station Is reached from the junction of U.S. Route 19 and Mercer-Crawford County line road by going W on the latter for 0.8 mile, thence left on township road for 0.8 mile to a cross road, thence right (N) 0.5 mile to a fence line marking along the Mercer-Crawford County boundary line. Station is due W of here 1,300 feet, and on the W bank of Sandy Creek 13 feet dis¬ tant and 2 1/2 feet S of fence line. Plane coordinates (Pa. N Zone) x - 1,323,517.15 feet; y = 489,020.95 feet. R 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located about on the Mercer-Crawford County line, approximately 2 3/4 miles NNW of Sheakleyville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "R 7, 1938." The top of the mark projects 6 inches above the surface of the ground. Witness marks No.l and No.2 are each a nail in a blaze on an 18-inch pine tree. Station is reached from the junction of U.S. Route 19 and Mercer-Crawford County .line road by going W on the latter for 0.8 mile, thence left on township road for 0.8 mile to a cross road, thence right (N) 0.5 mile to a fence line marking along the Mercer-Crawford County boundary line. Station is due W of here 2,300 feet In wooded land. y OBJECT 823+42.2 (1909) Witness Marie No.l Witness Mark No.2 Plane coordinates 1 489,090.80 feet. DISTANCE feet 38.4 51.5 (Pa. N Zone) x DIRECTION 0°00» 00*20 58 06 40 300 53 20 1,322,490.05 feet; •iBBS- S 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located about on the Mercer-Crawford County line approximately 2 miles E of the junction of Route 43067 and the Mercer-Crawford County line road. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "S 7, 1938." The top of the mark projects 6 inches above the stir face of the ground. Station is reached from the "-junction of Route 43067 and the Mercer-Crawford County boundary line by going E on the county line road for 1.5 miles, at which point the road leaves boundary line and turns S. From this point car can be driven along the N side of the boundary line through the fields approximately 1/2 mile to the banks of Sandy Creek. Station is on the high bank approximately 500 feet N of the county line fence• Plane coordinates (Pa. N Zone) x = 1,321,649.85 feet; y = 489,406.11 feet. T 7 (Sandy Creek Township,Pa.Geod.S.,1938)--Station is located about on the Mercer-Crawford County line approximately 1 3/4 miles E of the junction of Route 43067 and the Mercer- Crawford County line road. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "T 7, 1938." The top of the mark projects 5 inches above the surface of the ground. Station is reached from the Junction of Route 43067 and the Mercer-Crawford County boundary line by going E on the county line road for 1.5 miles, at which point the road leaves boundary line and turns S. From this point car can be driven along the N side of the boundary line through the fields approximately 1/4 mile to the first N-S fence at the E end of the field belonging to A.O. Pierce. Station Is 110 feet N of end of this fence, and 2.8 feet E of the N-S fence. Plane coordinates (Pa. N Zone) x * 1,320,668.59 feet; y = 489,292.27 feet. T 99-16 69 Line No.20 continued 768+25*9 (1909) (Sandy Creek Township,Pa.Geod.S.,1938)— Station is located on the Mercer-Crawford County line road, about 1*3 miles E of its junction with Route 43067, near the residence of A.O* Pierce* Monument is in an intersection, 1 1/2 feet below surface, 7 feet S of the center line of E and W road and 4 feet W of cen- er line of N-S road, 50 feet W from a prolongation of the W side. Old monument of the 1909 survey was recovered but the dressed portion had been broken off. Approximate center was drilled and a standard Pa. Coordinate System bronze disk was cemented and countersunk in the remaining portion of the sand¬ stone block* Reference mark No.l is a 6- by 6- by 30-inch concrete monument in the SW corner of Pierce*s front yard* OBJECT DISTANCE DIRECTION T 7 feet 0°00'00,.f0 R.M.No.l 44*0 309 18 10.0 Lightning Rod and Weather Vane on Barn, 1/8 mile S 75 31 Plane coordinates (Pa. N Zone) x = 1,317,992.55 feet; y = 489,321.10 feet. BJ** M 3 (Sandy Creek Township,Pa.Geod.S., 1938)—Station is located on the Mercer-Crawford County line road, about 0.8 mile E of its junction with Route 43067, near the residence' of F.E. Dygert. Station is in the SW corner of the Dygert's front yard, 13 feet N of center line of traveled roadway, 3 feet E of the garden corner fence post, and 14.7 feet SW of a 3-foot maple tree • Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "M 3, 1938•" The top of the mark projects 6 inches above the surface of the ground. Plane coordinates (Pa. N Zone) x = 1,314,767.19 feet; y = 489,573.09 feet. 713+15.2 (1909) (Sandy Creek Township,Pa.Geod.S.,1938)— Station is located on the Mercer-Crawford County line road, about 1,000 feet E of its junction with Route 43067. The original stone could note be found but the index stone which was set 25 feet due N of the monument was recovered, and the true line monument reset by measuring off 25 feet from the index stone. New monument Is a Pa. Coordinate System bronze disk cemented in a 1.5- by 0.8- by 0.8-foot field stone which is 1 1/2Jfeet below surface of roadway. Index stone is an 8- by 8- by 30-inch sandstone block with crosfe on top and "25 F" inscribed on face. Index stone was extablished In 1909, which survey did not set monuments In places where an original stone was established. OBJECT DISTANCE DIRECTION J 3 feet 0°00»0020 Index Stone (1909) 25.00 92 05 Plane coordinates (Pa. N Zone) x * 1,312,493.80 feet; y = 489,705.09 feet. J 3 (Salem-Sandy Creek Townships,Pa.Geod.S.,1938)—Station Is located at the summit of the rise, on the Mercer-Crawford County line road, about 0.2 mile W of its junction with Route 43067. Station is set in approximate center of roadway 1 foot below the surface. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "J 3, 1938." Reference mark is a 6- by 6- by 30-inch concrete post and is on the bank to the N of the road. OBJECT DISTANCE DIRECTION TURNER fee t 0 °00»00'.’0 R.M. 17.92 89 47 30 Chimney, Turner*s Residence 237 16 Plane coordinates (Pa. N Zone) x = 1,311,130.24 feet; y = 489,745.56 feet. K 3 (Salem Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road, about 1/2 mile W of its junction with Route 43067. Station is on the N side of the roadway and between it and a barn. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "K 3, 1938." The top of the mark projects 0.2 foot above the surface of the ground. Plane coordinates (Pa. N Zone) x = 1,308,823.66 feet; y = 489,838.96 feet. L 3 (Salem Township,Pa.Geod.S., 1938)—Station is located about 4 miles NW of Sheakleyville. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set In top, stamped "L 3, 1938." The top of the mark protrudes 6 Inches above the surface of the ground. Station Is reached from the junction of U.S. Route 19 and Route 43067 in Sheakleyville by going NW on the latter for a distance of 3.07 miles to its junction with Route 43089, thence left (W) on Route 43089 for a distance of 0.6 mile. The station Is N of this point across the fields and approximately 500 feet distant, and Is on the S side of a wire fence separating” a cultivated field from a pasture. Plane coordinates (Pa. N Zone) x « 1,309,966.95 feet; y * 488,433.82 feet. 660+00.3 (Salem Township,Pa.Geod.S.,1938)—Station Is located on the Mercer-Crawford County line road, 0.8 mile W of its junction with Route 43067. Station is in approximate center line of roadway, 1 l/2 feet below surface, and is one of the old original stones^ being an oblong shaped field stone with cross on top. The index stone set by the 1909 survey was recovered and is in the fence line to the N. Station Is 14 1/2 feet N of the S right-of-way fence, and 20 feet S of the N right-of-way fence. OBJECT DISTANCE DIRECTION K 3 0°00*00?0 Index Mon. 25.00 feet 269 16 30 Center of finial of silo 1/4 mile 6 01 20 Plane coordinates (Pa. N Zone) x = 1,307,185.64 feet; y = 489,887.86 feet. N 3 (Salem Township,Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford County line road, about 7 miles NE of Greenville• Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "N 3, 1938." The top of the mark is set 6 inches below the surface of the ground. Reference mark is a 6- by 6- by 30-inch monument with nail in center and is in the rail fence line along the N side of road. Station is reached from the junction of State Route 358 and Route 43046 by going N on the latter for 5 miles to the Mercer- Crawford County boundary line, thence E on the boundary line road for 0.9 mile to station site. Station is 6 feet S of the center line of the traveled roadway, 12 1/2 feet N of the large burned stump on the S side of the road. OBJECT DISTANCE DIRECTION 605+57.0 feet 0°00»00?0 R.M. 34.61 86 02 40 Lightning rod with weather vane 334 ll 50 Plane coordinates (Pa. N Zone) x = 1,303,674.59 feet; y = 490,048.10 feet. 605+57.0 (1909) (Salem Township,Pa.Geod.S., 1938)—Station is located on the Mercer-Crawford County line road, about 7 miles NE of Greenville• No portion of the original stone could be found and a new mark was established from the index stone which was set in 1909. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set In top, stamped "605+57.0, 1938." The top of.the mark is ,set 0.6 foot below the surface of the ground. Index stone Is an 8- by 8- by 30-inch sandstone monument and Is in the fence line to the N of the station. Station is reached from the junction of State Route 358 and Route 43046 by going N on the latter ^or 5 miles to the Mercer-Crawford County boundary line, thence E on the boundary line road for 0.6 mile to station site, which is at the property line fence of propertles owned formerly by J.W. Williams and L.W. Rhodes. OBJECT DISTANCE DIRECTION N 3 feet 0°00»00T0 Index Stone (1909) 25.00 272 32 40 Plane coordinates (Pa. N Zone) x = 1,301,749.43 feet; y = 490,155.68 feet. P 3 (Salem Township,Pa.Geod.S., 1938)—Station Is located on the Mercer-Crawford County line road, about 7 miles NE of Greenville. Station is in the roadway 6 inches below surface, 68.40 feet from the NW corner of Otto Osborn*s residence, 54 feet from the intersection of center lines of Route 43046 and the county line road. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, and stamped "P 3, 1938." Reference mark is a 6- by 6- by 30-inch concrete post and is in Osborn*s yard 2 paces NW of a large maple tree. My8rs Azimuth mark is in the NW corner of the intersection and is a standard bronze tablet cemented In a sandstone block. Station is reached from the junction of State Route 358 and Route 43046 by going N on the latter for 5 miles to the Mercer-Crawford County boundary line. OBJECT DISTANCE MYERS feet R.M. 26.40 Myers Az. Mk. 79.72 Lightning rod on weather vane of Osborn*s barn Lightning rod on weather vane of Myer's barn Plane coordinates (Pa. N Zone) x = 1,299,436.49 feet; y * 490,287.72 feet. DIRECTION 0°00* 00.0 272 00 00.0 327 59 30 550+36.0 (Salem Township.Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford County line road, about 6 1/2 miles NE of Greenville. No trace could be found of the original mark and a new mark was established from the index stone set in 1909* Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set. in top, stamped "550+36.0, 1938." The top of the mark is set 1 foot below the surface of the ground. Index stone Is an 8- by 8- by 30-inch sandstone monument, and Is in the property line fence to the N. Station is reached from the junction of Route 43046 and the Mercer-Crawford County boundary line by going W on the county line road for 0.6 mile to the station site at the western property line of A .H. Myers. OBJECT DISTANCE DIRECTION MYERS feet 0°00»00!J0 Corner post (fence) 22.6 55 30 Index Stone , 25.11 269 12 30 Plane coordinates (Pa. N Zone) x *= 1,296,237.65 feet; y â–  490,435.65 feet. 550+36 .0 INTERMEDIATE (Salem Township.Pa.Geod.S.,1938)— Station is located on the Mercer-Crawford County line road, about 6 1/2 miles NE of Greenville. This is an intermediate station and is marked with an iron rod 1/2 inch in diameter and l/2 foot long, and is in the S wheel track of road 0.2 foot below surface. Point was tied off with two witness marks which consist of nails driven in trees in the S right-of-way fence line, (continued on p. JO) T 99-17 70 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No .20 continued 550+36,0 INTERMEDIATE (continued) Station is reached from the junction of Route 43046 and the Marcer-Crawford County boundary line hy going W on the county line road for 0,7 mile to station site. OBJECT 550+36,0 Witness Mk, No.l Witness Mk, No.2 Plane coordinates y = 490,471.57 feet. DISTANCE feet 22.60 21.32 (Pa, N Zone) x DIRECTION 0°00»00?0 131 02 52 52 30 â–  1,295,425.85 feet; Q 3 (Sugar Grove Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road, about 6 l/4 miles NS of Greenville. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "Q, 3, 1938." The top of the mark is set 1 foot below the sur¬ face of the ground. Reference mark No.l is a 6- by 6- by 30-Inch concrete monument with nail in center, and is 1 foot S of the N property line fence and projects 1/2 foot above the ground. Station Is reached from Greenville by way of State Route 18 N 4.8 miles, thence E 1.5 miles to Route 43063, thence N 0.5 mile to the county line road at Minnis’ corner, thence E 1,500 feet to summit of a rise and station site. Station is in the approximate center line of roadway. OBJECT DISTANCE DIRECTION 550+36.0 feet 0°00*0020 R.M. 26.00 90 17 10 Plane coordinates (Pa. N Zone) x = 1,292,260.92 feet; y * 490,652.99 feet. 495+53.1 (Sugar Grove Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road, about 6 miles NE of Greenville. Original station could not be found but the Iron pipe was found lying beside the road and evidently the original station had been destroyed by road graders. A new station was estab¬ lished from the index monument which was established In 1909. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "495+53.1, 1938.” The top of the mark is set 6 lnches below the surface of the ground. It is 37.2 feet NW of the 1-foot maple tree which is in the NW comer of a residential property occupylng the SE corner of the intersection, 191 feet E of the E rail of the Erie Railroad track, and 24,95 feet SE of the Index s tone. The index stone is an 8- by 8- by 30-inch sandstone monu¬ ment located in the NW corner of the intersection and on its SE face is inscribed ”25 P.” The mark projects approximately 2 lnches. Station Is reached from Greenville by way of State Route 18 N 4,8 miles, thence E 1.5 miles to Route 43063, thence N 0.5 mile to the county line road at Minnis’ corner. ‘Station is in approximate center line of this intersection. OBJECT DISTANCE Q 3 feet Index Stone 24.95 1-foot Maple tree 37.2 Plane coordinates (Pa. N Zone) x y » 490,749.76 feet. DIRECTION 0°QQ*00,i0 231 35 57 59 18 1,290,765.12 feet; Mercer-Crawford County Line Reference mark No.l is a drill hole in a field stone flush with the surface. Reference mark No.2 is a drill hole in a field, stone in the rail fence 12 feet W of a corner. Station Is reached from Greenville via State Route 18 N for 0.8 mile, thence straight ahead on slag road at point where highway curves to the right, thence N 4 miles to the Crawford County line. Station is located in the brush covered fields to the E, 1,100 feet E from the gate in the E right-of-way fence, the latter being about 550 feet S of the Crawford County line. OBJECT DISTANCE DIRECTION U 3 S BASE feet 0°00»00‘i0 R.M .No.l 43.67 120 22 R.M.No.2 51.76 292 05 Plane coordinates (Pa. N Zone) x - 1,280,938.98 feet; y = 490,949.58 feet. W 3 (Greene-Sugaa* Grove Townships,Pa.Geod.S., 1938)—Station is located about on the Mercer-Crawford County line approximately 5 1/2 miles N of Greenville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped ”W 3, 1938.” The top of the mark projects 1/2 foot above the surface of the ground. Station is reached from Greenville by going N on State Route 18 for 0.8 mile, thence straight ahead on slag road at point where highway curves to the right, thence N 3.9 mfles to a point S of the Mercer-Crawford County line. Station is in the rail fence on the E side of the road. Plane coordinates (Pa. N Zone) x = 1,279,757.57 feet; y * 490,985.04 feet. â– SBBBBBB* 384+90.4 (Greene-Sugar Grove Townships,Pa.Geod.S.,1938)— Station is located''about on the Mercer-Crawford County line approximately 5 1/2 miles N of Greenville. This is one of the stations of the 1909 Boundary Line Survey and is marked with an 8- by 8- by 30-inch sandstone monument with cross in top. Station is reached from Greenville by going N on State Route 18 for 0.8 mile, thence straight ahead on slag road at point where highway curves to the right, thence N 4 miles to the Crawford County line. Station is on the W side of the road¬ way at the edge of the drainage ditch and 56 feet E of trIangu¬ lation station CALLAHAN. Plane coordinates (Pa. N Zone) x » 1,279,750.01 feet; y = 491,520.15 feet. â– JHHBKHWfr S 3 (West Fallowfield Township,Crawford County,Pa.Geod.S., 1938)--Station is located about on the Mercer-Crawford County line approximately 5 3/4 miles N of Greenville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped MS 3, 1938." The top of the mark projects 0.3 foot above the surface of the ground. Station is reached from Greenville by going N on State Route 18 for 0.8 mile, thence straight ahead on slag road at point where highway curves to the right, thence N 4 miles to the Crawford County line. Station Is W of here 2,000 feet in a fence line in the western end of a field belonging to J.K. Callahan, 400 feet N of the county line, 31 paces S of T-intersection of the N-S rail fence, 5 feet W of the N-S fence, and 5 feet SE of the double-boled large maple tree. Plane coordinates (Pa. N Zone) x = 1,277,815.09 feet; y « 491,998.59 feet. **#•5BMHf U 3 S BASE (Sugar Grove Township,Pa.Geod.S., 1938)— Station is located on Mercer-Crawford County line road, about 6 miles NE of Greenville. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "U 3 S BASE, 1933." The top of the mark projects 6 inches above the surface of the ground. Station Is reached from Greenville by way of State Route 18 N 4.8 miles, thence E 1.5 miles to Route 43063, thence N 0.5 mile to the county line road at Minnis* corner. Station is W of here 180 feet on the N side of road and 17.11 feet S of the western-most rail of the Erie Railroad tracks. Plane coordinates (Pa. N Zone) x « 1,290,586.50 feet; y = 490,770.32 feet. G 3 N BASE (Crawford County,Pa.Geod.S.,1938)—Station is located 7 miles NE of Greenville, 1 mile N of the Mercer- Crawford County line• Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "U 3 N BASE, 1938." The mark is set 0.6 foot below the surface and is 80.96 feet NW of a traffic light control box, 9.70 feet E of and at right angles to the W right-of-way fence, 10.16 feet W of the W rail. Station Is reached from Greenville by way of State Route 18 N 4.8 miles, thence E 1.5 miles to Route 43063, thence N 0.5 mile to the county line road at Minnis* comer, thence due N for 1 mile to the residence of G.H* Bell. Station Is on the Erie Railroad right-of-way NW of the Bell residence and on the northern edge of a driveway leading across the track. Plane coordinates (Pa. N Zone) x * 1,290,434.63 feet; y = 496,231.86 feet. â– JHKHBHHt V 3 (Sugar Grove Township,Pa.Geod.S., 1938)— Station is located about on the Mercer-Crawford County line approximately 5 1/2 miles N of Greenville. Station is marked with a 6- hy 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "V 3, 1938.” The top of the mark projects 1/2 foot above sur¬ face of the ground and Is supplemented with a subsurface mark consisting of a flat sandstone slab with drill hole centered under surface mark. T 3 (West Fallowfield Township,Crawford County,Pa.Geod.S., 1938)—Station is located about on the Mercer-Crawford County line approximately 2 l/4 miles E of Jamestown. Station is marked with a*6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped “T 3, 1938." The top of the mark projects 0.3 foot above the surface of the ground. Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile, thence right (E) on county line road for 1 mile to a T-Intersection of roads. Station is due E of here in the woods approximately 1,700 feet and 150 feet N of the county line, 3 feet SE of a 14-inch stump, 3 feet SW of a triple-boled oak tree, and 3 feet W of the wire fence. Plane coordinates (Pa. N Zone) x = 1,276,110.82 feat; y * 491,901.24 feet. â– JHBBS-iBBf- X 3 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Mercer-Crawford County line approximately 2 miles E of Jamestown. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "X 3, 1938.” The top of the mark projects 0.4 foot above the surface of the ground. Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile, thence right (E) on county line road for 1 mile to a T-intersection of roads. Station is E of here 440 feet, 6 paces E of rail fence at a fox pen enclosure on the bank of a deep gully, and 4 paces W of its western edge. Plane coordinates (Pa. N Zone) x = 1,274,883.53 feet; y * 491,867.82 feet. 331+68.4 (Greene Township,Pa.Geod.S., 1938)—Station is located about on the Mercer-Orawford County line approximately 2 miles E of Jamestown, ac a T-intersection of roads. Station Is In the approximate cent-ar of this intersection 2 inches below the surface, and Is the original monument checked by the boundary line survey of 1909 consisting of an 8- by 8- by 30-inch sand¬ stone post with cross on top. Original stone was drilled and a Pa. Coordinate System disk cemented In top and stamped "331+68.4, 1938." (continued on p. 7^) T 99-18 71 OBJECT A 4 INTERMEDIATE R.M .No.l R.M.No.2 Statue in Jamestown Plane coordinates y = 492,457*43 feet. DISTANCE feet 88.05 97.52 DIRECTION oooo»oo!io 281 54 00.0 188 25 20 4 41 15 (Pa. N Zone) x - 1,265,932.36 feet; A 4 INTERMEDIATE (Greene Township,Pa.Geod.S.,1938)—Station is in Jamestown across the road from ball park In the E side of town, 18 feet W of center line of paving, 12 feet E of edge of bank of creek, 96.71 feet from the NE corner of the John Randall residence, 140.23 feet N of the NE corner of a cement block garage owned by H.A. TJnger, and 32.71 feet S of a punchmark in the top of a galvanized-iron guy wire anchor which projects 1 foot above the surface. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set in top, stamped "A 4, INTER., 1958.” The top of the mark projects 0.1 foot above the surface of the ground. OBJECT DISTANCE B 4 feet NE corner of Randall DIRECTION 0°00'0020 Residence Guy Wire Anchor NE Corner Garage Plane coordinates y = 492,287.63 feet. 96.71 32.17 140.23 24 22 00 76 05 30 276 32 (Pa. N Zone) x = 1,264,687.27 feet; â– JHBBHHHC- B 4 (Greene Township,Pa.Geod.S.,1938)--Station is in Jamestown in the sidewalk on the E side of Main Street 726 feet N of the corner of Washington and Main Streets. Station Is 26.4 feet E of the center line of Main Street, an^ 1 foot W of E edge of sidewalk. Station is marked with a Pa.^Coordinate System bronze tablet, stamped "B 4, 1938" cemented in drill hole of concrete slab sidewalk. Plane coordlnates (Pa, N Zone) x = 1,263,336.67 feet; y = 492,347.84 feet. i B 4 INTERMEDIATE (Greene Township,Pa.Geod.S.,1938)—Sta¬ tion is in Jamestown at the corner of Washington and Main Streets• Station is 5.27 feet E of the E curb line of Main Street, 9 feet N of N curb of Washington Street, 4.25 feet SW of the SW corner of stone foundation of building, and 26.4 feet E of the center line of Main Street, 1 foot W of the E edge of walk. Station Is marked by a drill hole at the sidewalk inter¬ section at the NE corner of the street intersection. Plane coordinates (Pa. N Zone) x = 1,263,308.37 feet; y = 491,622.02 feet. 241+09.6 (1909) (Greene Township,Pa.Geod.S.,1938)—This monument is one of the corners of the Borough of Jamestown and is located at the eastern edge of town near the ball park and in the SE corner of a plot of land owned by A.L. Youngblood. It is 2 feet N of the wire fence along the county line and 3 feet SE of a right angle bend of the drainage ditch along the E and S border of Mr. Youngblood's land. Station is marked with an 8- by 8- by 30-inch sandstone monument with the letters "C" and "M" inscribed on its N and S faces respectively, with a cross in top, and is flush with the surface • Plane coordinates (Pa. N Zone) x = 1,265,415*31 feet; y = 492,399.39 feet. 249+12.9 (Greene Township,Pa.Geod.S.,1938)--Station is reached from the ball park at the eastern edge of Jamestown by going E along the county line fence, from the residence of A.L. Youngblood, for 800 feet to the station site, which is at the southern end of a pasture belonging to A. Monagle- 192 feet E of the W pasture line fence, and 143 feet W of the E pasture line fence, also at a T-intersaction of fences. This monument was established by the boundary line survey of 1909 and consists of an 8- by 8- by 30-inch sandstone monu¬ ment projecting 0*8 foot above the surface with cross in top and the letters "C" and "M" Inscribed on its N and S faces respectively. Plane coordinates (Pa. N Zone) x = 1,266,214.51 feet; y = 492,351.28 feet. C 4 (Greene township,Pa.Geod.S.,1938)--Statlon Is in Jamestown at the western edge of town near the W wing wall of the underpass on State Route 458. The station is 3.7 feet E of the W wing wall of the high¬ way underpass, 23.4 feet SE of the N end of the W wing wall, 17.3 feet NW of the W edge of the archway and 56 feet W of the N end of the E wing wall. Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set in top, stamped "C 4, 1938", and is flush with the surface. Plane coordinates (Pa. N Zone) x * 1,261,882.64 feet; y = 491,639.57 feet. 203+52.1 (1909) (Greene Township,Pa.Geod.S.,1938)—This is a station of the 1909 County Boundary line survey and is in the western part of Jamestown In a meadow belonging to Mike Pinto. The original 8- by 8- by 30-inch sandstone monument with cross in top, was recovered and is 1 foot below the surface of the field. Reference marks No.l and No.2 are each a drill hole In a narrow sandstone slab, drill hole being fllled with lead and brass screw therein. The slabs are approximately 3 inches thick, 1 foot wide, 2 feet long and project about 10 inches. Both are on the edge of the bank at the southern edge of some swamp land. ( continued on p . J2) Line No.20 continued 331+68.4 (continued) Reference mark is a 6- by 6- by 30-inch concrete monument with nail in center and is on the E side of the N-S road near the fence line. Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile, thence right (E) on county line road for 1 mile to a T-intersection of roads. OBJECT DISTANCE DIRECTION X 3 feet 0°00»00’.’0 R.M. 24.0 4 29 50 Plane coordinates (Pa. N Zone) x = 1,274,443.89 feet; y = 491,853.63 feet. R 3 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Mercer-Crawford County line approximately 1 1/8 miles E of Jamestown. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped nR 3, 1938." The top of the mark is set 1/2 foot below the sur¬ face of the ground. Reference mark is a reinforced concrete monument project- ing 1/2 foot, with two reinforcing rods projecting about 1 inch from top, and has nail in center. Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile, thence right (E) for 1,500 feet to the station site at the summit of a rise. OBJECT DISTANCE DIRECTION 275+91.4 feet 0°00'00,.f0 R.M. 18.65 87 41 40 Lightning rod on weather vane on house 1/10 mile distant and S of road 194 ll 55 Plane coordinates (Pa. N Zone) x ; 1,270,402.16 feet; y = 492,101.85 feet. •jrhhhkh:- 275+91.4 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Mercer-Crawford County line approximately 7/8 mile E of Jamestown. No trace of the monument set in 1909 could be found and it apparently had been washed away as this intersection is subject to being cut away by flood waters. A new corner was established by the old measurements given on the 1909 graph of this survey and is marked with a 6- by 6- 'by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "275+91.4, 1938.” The top of the mark is set 1 foot below the surface of the ground. It Is 23.3 feet E of the W property line fence• Reference mark is a 6- by 6- by 30-inch concrete monument with nail in center and is on the W side of the W right-of-way fence and S of the E-W fence in the comer of the pasture . Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from borough limits, thence left (N) 0.4 mile to the Crawford County line. OBJECT DISTANCE DIRECTION R 3 feet 0°00'00!i0 R.M. 30.96 177 35 00.0 Plane coordinates (Pa. N Zone) x = 1,268,882.16 feet; y = 492,198.60 feet. Y 3 (Crawford County,Pa.Geoa.S.,1938)--Station is located about on the Mercer-Crawford County line approximately 5/8 mile E of Jamestown. Station is marked with a 6- by <6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "Y 3, 1938." The top of the mark projects 6 inches above the surface of the ground. Station is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile to the Crawford County line. Station is NY/ of here 610 feet across the gully and in the N-S fence line 300 feet N of the boundary line. The fence line is a wire fence separating a cultivated field from a pasture. Plane coordinates (Pa. N Zone) x - 1,268,363.69 feet; y = 492,522.87 feet. 2 3 (Greene Township,Pa.Geod.S.,1938)—Station is located about on the Mercer-Crawford County line approximately 1/2 mile E of Jamestown. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped "Z 3, 1938." The top of the mark projects 0.4 foot above the surface of the ground. Station Is reached from Jamestown by going SE on State Route 58 for 0.6 mile from the borough limits, thence left (N) 0.4 mile to the Crawford County line. Station is W of here approximately 1,200 feet on the E side of a deep gully and 13 feet N of the intersection of two fences and practically on the county line. Plane coordinates (Pa. N Zone) x = 1,267,038.60 feet; y = 492,321.34 feet. A 4 (Greene Township,Pa .Geod.S., 1938 )--Station i reached from Jamestown by going to the ball park on the E side ,bf town, thence E along the county line fence for approximately 1,200 feet. Station is on the summit of a ridge in the SE corner of a cultivated field owned by H. Monagle. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set In top, stamped "A 4, 1938." The top of the mark is set 1 foot below the sur¬ face of the ground. Reference mark No.l is a 6- by 6- by 30-inch concrete monument and is in the fence line to the S of station. Ref¬ erence mark No.2 is same as No.l and is In the fence line to the E. Centers of these monuments are marked with drill holes. T 99-19 72 Dill TED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Line No .20 continued 203+52,1 (1909) (continued) OBJECT D 4 R.M.No.l R .M .No .2 DISTANCE feet 47.09 53.23 DIRECTION 0°00»00?0 42 28 30 114 53 00 Plane coordlnates (Pa. N Zone) x = 1,261,665.74 feet; y = 492,619.11 feet. ttfc-B-SKKH* D 4 (Greene Township,Pa.Geod.S.,1933)—Station is near the western edge of the borough of Jamestown, 1,133 feet N of the junction of State Routes 58 and 458 and on the E side of Route 58 at its intersection with the county line road on property owned by Mike Pinto, and is on the prolongation of the long tangent of Route 58, 20 feet S of 2 1/2-foot maple tree, westernmost of three, 21 1/2 feet NE of the power pole which is at a bend in the poi*er line, 64.7 feet at the right angle s to the center line of Route 58. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System disk set in top, stamped 81D 4, 1938." The top of the mark projects 1/2 foot above the surface of the ground. Plane coordlnates (Pa. N Zone) x = 1,261,286.80 feet; y = 492,609.00 feet. 169+51.0 (Greene Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road about 1/2 mile W of its junction with State Route 58 in Jamestown. Station is in approximate center of road at the prolongation of the property lines of R.R. Floch and F.O. Herrick. Original monument set In 1909 was recovered but the upper dressed portion had been broken off. Center of the existing stone was drllled and filled with lead with brass screw driven therein. The mark is 1.2 feet below the surface of the road level. Reference mark No.l is a cross in a large field stone in the fence line on the S side of road. Reference mark No.2 is a 3/4-ineh Iron rod 3 feet in length projecting about 6 inches and is In the property line fence on the N side of road. OBJECT D 4 R.M.No.l R.M.NO.2 DISTANCE feet 56.65 25.77 DIRECTION 0°00'0020 160 14 30 268 31 10 Plane coordlnates (Pa. N Zone) x = 1,258,270.85 feet; y = 492,824.60 feet. 4hhh*-h~:h* E 4 (Greene Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road 0.7 mile W of its junc¬ tion with State Route 58 in Jamestown, and at a T-intersection of roads. Station is in the approximate center of intersection SW of G.G. Floch's residence. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set In top, stamped "E 4, 1938." The top of the mark Is set 1/2 foot below the surface of the ground. Reference mark No.l is a 6- by 6- by 30-inch concrete monument with hole in center and is in the SW corner of Inter¬ section said directly behind a telephone pole which had been set there since the station had been established. Reference mark No.2 is a drill hole in a large field stone projecting 1 foot above the surface, and Is in the NW corner of the inter¬ section and at the SW corner of Floch*s front yard. OBJECT DISTANCE DIRECTION D 4 feet 0°00«00?0 R.M.No.l 24.23 121 03 00 R.M.No.2 29.58 312 39 Plane coordlnates (Pa. N Zone) x * 1,257,518.59 feet; y â–  492,876.55 feet. 112+41.3 (Greene Township,Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford County line road 1.7 miles W of its junction with State Route 58 in Jamestown, near a house on the N side of road which is 0.1 mile E of the residence of Mrs. Frank Bett. The original stone established In 1909 was recovered and Is in the approximate center line of road 1 foot below the surface and consists of an 8- by 8- by 30-inch sandstone monu¬ ment with cross in top. It is 57.20 feet SE of the SE corner of house, and 25.51 feet NW of a nail driven in an 18-inch maple tree . OBJECT F 4 SE Cor. House Witness Mark Plane coordlnates y â–  493,202.05 feet. DISTANCE feet 57.20 25.51 DIRECTION 0°0Q»00’J0 65 37 50.0 241 10 00 (Pa. N Zone) x *= 1,252,574.27 feet; F 4 (Greene Township,Pa.Geod.S.,1938)--Station Is located on the Mercer-Crawford County line road 1.8 miles W of its junction with State Route 58 in Jamestown, and at the residence of Mrs. F. Betts. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set ip top, stamped "F 4, 1938." The top of the mark is set l/2 foot \below the surface of the ground. It is opposite the driveway and in the approximate center line of roadway, 78.16 feet from th* NE corner of the Bett*s residence, and 64.94 feet from the NW\ corner. 'i Reference mark is a 6- by 6- by 30-inch concrete monument with 3/4-inch hole In center and is 4 feet S of the S edge ipf the road drainage ditch. j y OBJECT 112+41.3 R.M. NE Cor. House NW Cor. House DISTANCE feet 29.14 78.16 64.94 Plane coordlnates (Pa. N Zone) 493,230.98 feet. x DIRECTION 0°00*00!0 138 09 53 ll 40.0 84 08 40.0 1,252,149.45 feet; Mercer-Crawford County Line 64+00.0 (Greene Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road 2.6 miles W of its junc¬ tion with State Route 58 in Jamestown. Monument is in approximate center line of road at the prolongation of the property line formerly separating the properties of A.E. Floch and John Probst. This station was recovered by the 1909 survey at which time an Index stone was set 25 feet due N of the original stone. Index stone Is an 8- by 8- by 30-inch sandstone monument with "25 F" inscribedon its S face• True station is about 1 foot below the surface of the roadway. Plane coordlnates (Pa. N Zone) x * 1,247,744.63 feet; y * 493,540.23 feet. â– JHHHHHH* G 4 (Greene Township,Pa.Geod.S.,1938)—Station is located on the Mercer-Crawford County line road 2.7 miles W of its junc¬ tion with State Route 58 in Jamestown, and at the summit of the rise in the road. Station is In the approximate center line of travel, 19 paces E of the summit of the rise and 53.6 feet from a 3 1/2-foot elm tree in the corner of a pasture. Station is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set in top, stamped "G 4, 1938." The top of the mark is set 0.8 foot below the surface of the ground. The reference mark is a 6- by 6- by 30-inch concrete monu¬ ment with hole in center which is 1 1/2 feet S of the S right-of- way fence line. OBJECT DISTANCE DIRECTION H 4 feet 0°00»00?0 R.M. 22.7 271 35 Plane coordlnates (Pa. N Zone) x ** 1,247,453.91 feet; y * 493,564.60 feet. H 4 (Greene Township,Pa.Geod.S.,1938)--Station Is located about on the Mercer-Crawford County line road 3.2 miles W of its junction with State Route 58 in Jamestown, and at the residence of A.S. Floch. Station is In center line of traveled roadway 73.33 feet from the SE corner of the foundation of Floch* s resi¬ dence • Station Is marked with a 6- by 6- by 30-inch concrete monument with a Pa. Coordinate System bronze tablet set in top, stamped "H 4, 1938." The top of the mark Is set l/2 foot below the surface of the ground. Reference mark Is a 6- by 6- by 30-inch concrete monument with hole in top and Is distant 17.29 feet. Plane coordlnates (Pa. N Zone) x = 1,244,970.69 feet; y = 493,709.92 feet. â– JHHHBHH* J 4 (Greene Township,Pa.Geod.S.,1938)--Station is located on the Mercer-Crawford County line road 3.5 miles W of Its junc¬ tion with State Route 58 In Jamestown, and at a T-Intersection and the end of the county line road. Station is on the bank between the W edge of roadway and the N-S fence line of road, 31 feet W of the center line of Route 43059 and 1 l/2 feet E of W right- of-way fence line. Station is marked with a 6- by 6- by 30-inch concrete monu¬ ment with a Pa. Coordinate System bronze tablet set in top, stamped "J 4, 1938." The top of the mark projects l/2 foot above the surface of the ground. Plane coordlnates (Pa. N Zone) x « 1,243,436.64 feet; y â–  493,813.75 feet. COUNTY- CORNER NORTHWEST TRUE (1909) 0+08.9 (Greene Township, Pa.Geod.S., 1938)—For description see triangulatlon station COUNTY CORNER NORTHWEST (ECCENTRIC). Plane coordlnates (Pa. N Zone) x « 1,241,365.83 feet; y = 493,932.58 feet. T 99-20 73 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Seoond-order Traverse Lire No.21 Grove City to North of Mlllbum J 20 (Pine Township.Pa.Geod.S,,I9I+0)—Looated In Grove City on the N side of W Main Street at a point 0.5 mile W of Its Juno- tion with Center Street. The station 1s 21*5 feet N of the cen¬ ter line of W Main Street, and 70.80 feet SW of the SW corner of Kelley's Service Station. Station is marked with a Pa. Coordinate System bronze tablet, stamped "J 20, I9I+O", set in top of a 6- by 6- by 50-lnoh eonorete monument which is flush with the surface. Plane ooordinates (Pa. N Zone): x â–  l,35l+,152,75 feet i y - 371,527.90 feet. 4HHHHHHS H 20 (Pine Township,Pa.Geod.S.,19l+0)~Looated in Grove City on Main Street 0.7 mile KW of its junction with Center Street. The station is 2$ feet N of the center line of W Main Street and 63.30 feet S by E of the SE corner of the J.E. Black residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "H 20, I9I4-O", set in top of a 6- by 6- by 30-lnoh concrete monument whloh is flush with the surfaoe. Plane ooordinates (Pa. N Zone)t x * 1,355,399.75 feetj y * 372,161.55 feet. ^ G 20 (Pine Township,Pa.Geod.S.,I9I+0)—Looated on Main Street (State Route 78) 1.0 mile KW of its junction with Center Street in Grove City. Station is near the residence of G .W* Covert, in close proximity to the Borough line of Grove City, 38.I+I+ feet VS of the center line of Route 58, and 1+I+.06 feet SE of electric power pole Ko.162-30. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G 20, 191+0", set in top of a 6- by 6- by 30-inoh eonorete monument whloh is 6 inohes above the surface. Plane ooordinates (Pa. N Zone)t x » 1,351,895.16 feet) y - 372,892.5^ feet, P 20 (Pine Township,Pa.Geod.S.,1914.0)—Looated on Main Street (State Route 58) 1.2 miles KW from its junction with Center Street in Grove City. Station is near the residence of W.J. MaoDougall, 25 feet NE of the center line of Route 58, and 5I4.J4 feet S of the S oomer of MaoDougall's porch. Station is marked with a Pa. Coordinate System bronze tablet, stamped "P 20, I9I+0", set in top of a 6- by 6- by 30-inoh concrete monument which is flush with the surface. Plane ooordinates (Pa. N Zone)s x * 1,350,926,81+ feetj y « 373,351.82 feet. E 20 (Pine Township.Pa,Geod.S.,I9I+0)—Looated at the inter¬ section of State Route 58 end Township Road 72lp, which point is 1.3 miles NW from the intersection of Main Street (Route 58) and Center Street in Grove City. The station is 19*7 feet SW of the center line of Route 58, 57 feet NW of a gas line marker, and 5,6 feet NE of a sign advertising the presence of the George Junior Republic School. Station is marked with a Pa. Coordinate System bronze tablet, stamped "E 20, I9I+O", set in top of a 6- by 6- by 30-inoh concrete monument which protrudes 6 inohes above the surface. Plane ooordinates (Pa. N Zone): x » 1,350,013,1+8 feetj Y - 373,788.10 feet. HA fift D 20 (Pine Township,Pa.Geod.S.,I9I+0)—Looated on Main Street (State Route 58) 1.7 miles NW of its junction with Center Street in Grove City, The station is 21+.8 feet NE of the center line of Route 58, and 71+.01+ feet SE of the S oomer of the J. MoCrea residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "D 20,1914-0", set in top of a 6- by 6- by 30-inoh ooncrete monument which is flush with the surfaoe. All angles and distanoes on the main traverse line were, measured from an offset station whioh was marked with a 2-inch iron pipe filled with concrete with brass rod in oenter, and whioh is looated 12.1+5 feet SW of the station and 12.39 feet NE of the center line of Route 58. Offset station is flush with the high¬ way berm. Plane ooordinates (Pa, N Zone): x * 1,31+8,500.20 feetj y = 37k,720.71 feet. C 20 (Pine Township,Pa,Geod.S.,1914.0)— Looated on Main Street (State Route 58) 1.8 miles NW of its junction with Center Street in Grove City. The station is 21 feet SW of the oenter line of Route No.58, and 27 feet S of telephone pole N0.II63. Station is marked with a Pa. Coordinate System bronze tablet, stamped "C 20, 191+0", set in top of a 6- by 6- by 30-inch ooncrete monument whioh protrudes 6 inohes above the surface. All angles and distanoes on the main traverse line were measured from an offset station, 6.07 feet distant, which was marked with a piece of 3/l+-inoh angle steel, 18 inohes in length, driven in the highway berm until its top was 0.1 foot below the surface. Punchmark in apex of angle steel denotes center. Plane ooordinates (Pa, N Zone): x « 1,31+7,789,75 f«®tj y 375,11+3.96 feet. B 20 (Pine Township,Pa.Geod.S.,191+0)— Looated on Main Street (State Route 58) 2.3 miles NW of its junction with Center Street in Grove City. The station is 20.5 feet NE of the center line of Route 58, and 1+.6 feet SE of an electric power pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B 20, I9I+0", set In top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inohes above the surface. Plane ooordinates (Pa. N Zone): x = 1,31+5,637*14-5 £eetj y - 376,968.70 feet. A 20 (Pine Township,Pa.Geod.S,,I9I+O)— Looated at the inter¬ section of State Route 5® and Township Road 75U-# whioh point Is 2.1+ miles KW from the intersection of Main Street (Route 58) and Center Street in Grove City. The station is 2l+ feet SW of the •enter line of Route 58, 9 feat W of telephone pole No.1189 and on proper ty belonging to H. Weber. Station is marked with a Pa. Coordinate System bronze tablet, stamped rA 20, I9I+0*. set in top of a 6- by 6- by 30-inch ooncrete monument whioh is 6 inohes above the surface. Plane coordinate* (Pa. K Zone): x » l,3l+5,15l+.05 feetj y » 377,312.87 feet. A 21 (Findley-Pine Townships,Pa.0#6d.S.,19l+0)—Looated on State Route 58. 6.05 miles SE from the Mereer S. Borough line, and at the residence of H. Weber. The station is in the oenter line of Route 58, 50.1+5 feet 5 of telephone pole No.ll9i+Sll+, and 65*1 feet KW of the KW eorner of the highway eulvert head wall. Station is marked with a standard Fa. Coordinate System bronze tablet, stamped "A 21 Tap, Line, 193+0", oemented and countersunk in the eonorete pavement. This station is a point on tangsnoy with the prolongation of township line* roprosented by station Z 20 to Hanna's corner*. Plane ooordinates (Pa. H Zone): x - l,3l+l+,667*22 feetj y - 377,691*05 1 20 (Springfleld-Flndley-Plne Township*,Pt .Geod.S.,I9I+0)— Looated on State Route 58, 6.05 miles SE from the Meroer S. Borough line, and at the residenoe of H. Weber. Station is in a cornfield own*d by Bashline-Rossman Hospital, and is 267*5 foot W of the oenter line of Route 58* Station is marked with a Pa. Coordinate System bronze tablet, stamped *Z 20 Twp. Cor., 19i+0 S.F.P.% set in top of a 6- by 6- by 30-lneh oonorete monument whioh is 18/inohes below the surface. Reference mark Ko.l is a 1+- by 1+ by 30-inch oohorete monu¬ ment with an arrotr and drill hole in top and is lpeated in the rall fence line separatlng the* propert!## of Bashline and Rossman and a Mr. Greggs, and is S of the Station. It protrudes 6 inohes abovs the surface. Reference mark Ke.2 is marked the same as Ko.l, and is in tho wir# fenc# line separatlng the propertles of Bashline-Rossman and H. Weber. It protrudes 6 Inohes above the surface. OBJECT DISTANCE DIRECTION A 20 feet 0*00'00?0 H.M.Mo.l 197.81 1? 19 R.M.NO.2 199.75 ,, ki Plane coordinat#! (Pa. K Zone): x *» 1,544,586.57 footj y * 377,330.13 Test. Y 20 (Findley-Springfield Township#,Fa.Ocod.S.,I9I+0)—Reaohec from the Meroer S Borough line by going SE on Stato Route 58 for a diatanoo of 6.05 mile* to the reaidence of H. Weber. The etatio is approximately 1,900 feet due W of this point, and 6 feet N of the K fenoe of a lane at a point 250 feet B of the W end of this lane. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Y 20, Twp. Line, 19l+0ff, set in top of a 6- by 6- by 1+2- Inch eonorete monument whioh protrudes 1+ inohes above the surfaoe* This point is a point on traverse between station#W 20 and Z 20 and was set on true line by proper offset from station R 19 INTER. No.30 of tho random line. Plane ooordinates (Pa. K Zone): x » 1,31+5,193.63 feetj y - 377,31+7*97 feet. X 20 (Springfield-Findley Township#,Pa,Geod.S.,19l+0)—Reaohed from the Meroer S Borough Line by going SE on State Route 58 for a dlstanoe of 6.05 miles to the residenoe of H. Weber. The station is due W of this point and across the fields a dlstanoe of 3,1+00 feet, whioh point i* 800 feet W of the W end of a lane and at a "T" intersection of fenoe* and 130 feet E of an¬ other fence oomer. Station is on the W side of a K-S fenoe and 18 feet N of an E-W fenoe. Station is marked with a Pa. Coordinate System bronze tablet, stamped "X 20 Twp, Line, 19l+0n, set in top of a 6- by 6- by 1+2- lnoh concrete monument whioh protrudes 1+ inohes above the surfaoe This point is a point on traverse between station#W 20 and Z 20 and was set on true line by proper offset from station R 19 Inter., No.27 of the random line. Plane ooordinates (Pa. N Zone): x - 1,31+1,85!+,63 feetj 7 » 377.W9.1J feet. iHHMMHMt W 20 (Findley-Springfield Townships.Pa.0eod.S.,19l+0)—For description of this station see description of V 20. Plane ooordinates (Pa. N Zone): x » l,3l+0,335*57 feetj 7 - 377»38l+.59 feet. WXft V 20 (Springf ield-Findley Townshlps,Pa.Geod.S,,19l+0)— Reached from the Meroer S Borough Line by going SE on State Route 58 for a dlstanoe of 1+.9 miles to a sohoolhouse and crossroads, thenoe right on township road for O.15 mile, thenoe left for 0.7 mile to the residenoe of R.K. Lee. The station can be reached from this point by going E along the property of Lee for approximately 1,800 feet to a jog in the fenoe line and an Intersection with a fenoe leading S, The station Is 3 feet N of the E-W fenoe line and 30 feet E of the N-S fenoe line. This point is the SE comer of donation lot No.1+93, ftnd the NE oomer of donation lot No.507, and was found marked with a 10- by 12-inoh dressed sandstone monument, with cross ohiseled in top. This stone was drilled at oenter of cross, and a standard Pa. Coordinate System bronze tablet, stamped "V 20 Twp. Cor., I9I+0", cemented and countersunk therein. From this point and in conformance with the division of Springfield Township into Springfield and Findley Townships (See Quarter Session Docket No.5, Page 105) the township line goes N 1 degree W for a dlstanoe of 36 perohases (59I+ feet) to the S boundary of Wm, Albin's tract of land. A coordinate for this point was oomputed, assuming the original direction of N 1 degree W as being magnetic and the given distance of 59^+ feet being oonverted to State Coordinate distance. (Continued on p. 7^+) T 99-21 74 Line No, 21 Continued V 20 (Continued) No corner was set at this new point, as it was located in a swamp and the quality of the terrain being such that no permanent marker could be set. Station V 20 is identical with station R 19 INTERMEDIATE, No*23 of the random line. This new eomputed comer is referred to on all computations of this township line as being W 20 Twp, Cor,, 19)4.0, Plane coordlnates (Pa, N Zone): x = 1,340,319,07 feet; 7 * 376,791.14-9 feet. U 20 (Springfield-Findley Townships ,Pa.Geod.S . ,19)4.0)—Reaohed from the Mercer S Borough Line by going SE on State Route 58 for a distance of Ij.,9 miles to a schoolhouse and crossroads, thence right on township road for 0,15 mile# thence left for 0,7 mile to the residence of R.K. Lee, The station is 20 feet SE of the SE comer of Lee*s orchard. Station is marked with a Pa, Coordinate System bronze tablet, Stamped UTJ 20 Twp. Line, I9I4.O", set in the top of a 6- by 6- by lt-2-inch concrete monument which protrudes 6 inches above the sur¬ face. This station is a point on traverse oetween stations T 20 and V 20 and was set on time line by proper offset from station R 19 Inter,, No,21 of the random line. Plane coordlnates (Pa, N Zone): x = 1,338,877.06 feet; y » 376,930.93 feet. T 20 (Springfield-Findley Townships,Pa.Geod.S,,I9I4.O)— Reaohed from the Mercer S Borough Line by going SE on State Route 58 for a distance of I4..9 miles to a schoolhouse and crossroads, thence right on township road for 0,15 mil©, thence left for 0,7 mile to the residence of R.K. Lee. The station can be reaohed from this point by going W along Lee's fence line for a distance of 1,1}.00 feet. The station is 3 feet N of the fence line dividing the properties of R.K, Lee and John Barber. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”T 20 Twp. Cor., 19)4.0% set in top of a 6- by 6- by 30- inch concrete monument which protrudes 6 inches above the surface. This station is identical with station R 19 Inter,, No,19 of the random traverse line. Plane coordlnates (Pa, N Zone): x « 1,337,108.31 feet; y * 377,101.98 feet. S 20 (Springfield-Findley Townships,Pa.Geod.S.,19ij-0)— Reaohed from the schoolhouse in Blaoktown by going N on Route 43016 for a distance of 0.9 mile to a gravel lane, thence right (E) on private farm road for a distance of l,l}.00 feet to the station site. The station is in the SE comer of J.N. Tiber’s property and is 1,5 feet W of the N-S fence line and 10 feet N of an E-W fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S 20 Twp, Line, I9J4.O”, set in top of a 6- by 6- by U2- inoh concrete monument which protrudes I4. inches above the surface. The station is a point on traverse between stations Q 20 and T 20 and was set on true line by proper offset from station R 19 INTER., No,16 of the random line. Plane coordlnates (Pa. N Zone): z m 1,336,015.68 feet; y * 377,093.20 feet. «**#*## Q 20 (Findley-Springfield Townships,Pa.Geod.S,,19)40)— Reached from the schoolhouse in Blaoktown by going N on Route I4.3OI6 for a distance of 0,9 mile to a lane to the left. The station is on the E side of the roadway at the property comer of J.N. Uber and John Walter, and is 29 feet E of the approximate center line of roadway. Station is marked with a Pa, Coordinate System bronze tablet, stamped ”Q 20 Twp. Cor,, 19140”, set in top of a 6- by 6- by I42- inch. concrete monument which protrudes 8 inches above the surface. This station is an angle point on the township line and is located at the comer of donation lotsNos, 1x99• 14-93-> k-9% and 5°°. The original point on the random line (R 19 Inter, No,ll4) was marked with a monument which was subsequently moved to its present location. Plane coordlnates (Pa, N Zone): x » l,33U-*577,2U- feet; y =» 377,081.63 feet. •JHHHHfr-JHfr P 20 (Findley-Springfield Townships,Pa.Geod.S,,1914-0)—Reached from the schoolhouse in Blacktownby going N on Route 43016 for a distance of 0,9 mile to a lane, thence left on lane for 0,2 mile. The station is W of this point approximately 1,100 feet and near a fence comer, the adjoining properties of which are owned by Fred Snyder, Smith Patterson and Edward Wilson, The station is on Wilson’s property, 2 feet W of the Smith Patterson and Wilson property line fence, and 20 feet S of the Wilson and Snyder proper¬ ty line fence. Station is marked with a Pa, Coordinate System bronze tablet, stamped "P 20 Twp. Line, 19)40% set in top of a 6- by 6- by 30- inch concrete monument which protrudes I4 inches above the surface. This station is a point on traverse between stations N 20 and Q, 20 and was set on true line by proper offset from station R 19 INTER. NO. ll of the random line. Plane coordlnates (Pa. N Zone): x « 1,332,14-62.10 feet; y * 376,813.08 feet. *■»*#*** N 20 (Findley-Springfield Townships,Pa.Geod.S,,1939)—Reaohed from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 0.8 mile to the residence of Charles K, Barber. The station is due E of this point a distance of approximately 560 feet and at the E end of a lane. The station is at the inter¬ section of center llnes of the fence along the S side of the lane and a fence leading N from this point, which corner is the SE corner of donation lot N0.5IO, the SW corner of lot N0.I4.99, the NW corner of lot No.500, and the NE corner of lot No,511, Station is marked with a Pa. Coordinate System bronze tablet, stamped "N 20 Twp. Cor., 1939”, set in top of a 6- by 6- by 30- inch concrete monument which protrudes 0.I4 foot above the surface. This point is an angle point on township line and was set to conform with the township division of date I0I4.9, Plane coordlnates (Pa. N Zone): x = 1,331,115,78 feet; y - 576,6141.88 feet. R 19 INTERMEDIATE NO.9 (Springfield Township,Pa.Geod.S., 1939)--Reached from the schoolhouse in Blaoktown by going NW on State Rout© 258 for a distance of 0,8 mile to the residence of Charles K. Barber, The station is on the SW side of the highway, 3 feet S of Barber’s front yard fence, and 8 feet W of a DHL Co. Pipe Line Crossing marker. Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”R 19 Inter, No,9, 1939% set in top of a 6- by 6- by 30- inch concrete monument which protrudes 12 Inches above the sur¬ face. This station is a point on the random traverse line, OBJECT DIRECTION R 19 INTERMEDIATE No.8 0°00»00,j0 R.M. 28 36 30 Plane coordlnates (Pa, N Zone): x = 1*330,550.06 feet; y « 376,617.14.0 feet. 2 19 (Springfield-Findley Townships,Pa,Geod,S.,I9I4O)— Reached from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 0,8 mile to the residence of Charles K. Barber, The station is due W of this point a distance of approximately 910 feet and Is In the fence comer of the adjoining property which is owned by Charles K. Barber and G.H, Barber, The station is 9 feet W of the rail fence comer. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”Z 19 Twp. Line, 19)4.0% set in top of a 6- by 6- by lp2- inch concrete monument which protrudes 2 inches above the surface. This station is a point on traverse between stations Y 19 and N 20 and was set on true line by proper offset from station R 19 INTERMEDIATE NO.8 of the random line. Plane coordlnates (Pa, N Zone): x « 1,329,614.0.01 feet; Y - 376,598*02 feet. Y 19 (Springfield-Findley Townships,Pa.Geod.S.,1939)—Reached from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 1,55 miles to the residence of Ralph Minner, thence left on township road for a distance of 0,75 mile. The station is due E of this point approximately 1,250 feet and in a fence comer of the adjoining land which is owned by G.H, Barber, Fred Barber, L.G. Pearson, and the Russell heirs. This point is also the SW comer of donation lot No,510, which point was designated as the township comer in the division of Springfield into Findley-Springfield Townships by order of court dated I8J4.9, Station is marked with a Pa. Coordinate System bronze tablet, stamped "Y 19 Twp. Cor., 1939% set in top of a 6- by 6- by 30- inoh concrete monument which is flush with the surface. Plane coordlnates (Pa, N Zone); x « 1,328,128,16 feet; y = 376*553*02 feet. X 19 (Springfield-Findley Townships,Pa,Geod.S.,I9I4-O)—Reached from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 1.55 miles to the residence of Ralph Minner, thence left on township road for a distance of 0,6 mile. The station is due E of this point approximately 1,000 feet and is 2I4 feet E of the fence line dividing the properties of L.G. Pearson and Mr, Shearer, and is Yk-0 feet N of a fence comer, the adjoining properties of which are owned by Fred Barber, G.H. Barber, L.G, Pearson and the Russell heirs. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”X 19, 19^0% set in top of a 6- by 6- by 30-inch concrete monument which is I4 inches above the surface. This station is a point on traverse between stations B 21 and Y 19 and was set on true line by proper offset from station R 19 INTERMEDIATE NO.5 of the random line. Plane coordlnates (Pa. N Zone): x » 1,328,129,148 feet; y = 377*279.31 feet. •iBHHt-SHH* W 19 (Findley-Springfield Townships,Pa.Geod.S.,1914-0)—Reached from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 1,55 miles to the residence of Ralph Minner, thence left on township road for a distance of 0,3 mile. The station is across the fields and due E of this point approximately 800 feet and on the E side of the fence separatlng the properties of Ralph Minner and a Mr. Shearer, and about I4 feet'N of a '’T" intersection of fences, the E-W fence line separating the properties of L.G. Pearson and Ralph Minner, and 12 1/2. feet E of the N-S fence line, Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”W 19 Twp. Line, I9I4O”, set in top of a 6- by 6- by I|2- inch concrete monument which protrudes I4. inches above the surface. This station is a point on traverse between stations B 21 and Y 19 and was set on true line by proper offset from station R 19 INTERMEDIATE NO.2 of the random line. Plane coordlnates (Pa. N Zone): x = 1,328,131.88 feet; 7 » 378,596*28 feet. B 21 (Township Comer) (Springfield-Findley Townships,Pa.Geod. S,, 19I4.O)— Reached from the schoolhouse in Blaoktown by going NW on State Route 258 for a distance of 1.55 miles to a junction with a township road and in close proximlty to the residence C.L, Baker, The station is on the E side of the township road at a point 63 paces S of C,L. Baker’s driveway, and about 1 foot E of the E right-of-way fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "B 21 Twp. Cor., 1914-0”, set in top of a 6- by 6- by 1+2— inch concrete monument which protrudes 6 Inches above the surface. Reference mark No.l is a nail in a blaze on an l8-inch oak tree, which is on the W side of the township road and at a fence comer. Mark is 32.35 feet distant from the station. Reference mark No.2 is a 6- by 6- by 30-Inch concrete monu¬ ment with l/2-inoh drill hole in center and is on the W side of the township road, and about 10 feet N of the large oak tree at the fence comer. This mark protrudes 8 Inches above surface, and is (Continued on p. 75) T 99-22 75 UNITED SIATE3 COAST AND GEODETIC SURVEY AND STATE SURVEY Seoond-erder Traverse Line No ,21 Continued B 21 (Township Comer) (Continued) 5I4..O8 feet distant from the station* Plane ooordinates (Pa. N Zone): x * l,328,13l4-.69 feet; y » 380,114a.65 feet. R 19 (Findley Township,Pa.Geod.S,,1939)—Reached from the sohoolhouse in Blacktown by going NW on State Route 258 for a distance of 1.55 mil«» to the residence of W.T. Courtney. The station is on the SW side of Route 258, 3 feet S of the property line fence dividing propertlos of W.T, Courtney and Ralph Minner, and 3 1/2 SW of the SW corner of a gas valve box. Station is marked with a Fa. Coordinate System bronze tablet, stamped "R 19# 1939**# in of *• 6- by 6- by lj-2-ineh concrete monument which prob rude s 3 lnohes above the surface. Station is a point on the random traverse line. OBJECT DIRECTION Q 19 INTER., No.12 0*00*00^0 Lightning Rod on Win. Courtney* s res. 35 07 20 Plane ooordinates (Pa. N Zone): x * 1,327,966.28 feetj y « 380,114.3.58 feet. V 19 (Springfield-Findley Townships,Pa.Geod.S.,19i|.0)--Reached froa the sehoolhouse in Blacktown by going NW on State Route 258 for a distance of 1.55 miles to the residenoes of Ralph Minner and W.T. Courtney. The station is due W of this point a distance of 1,150 feet and is at the E end of a cattle lane. The station is 1 l/2 feet E of a fence line leading toward the SE and on property owned by Ralph Minner, Station is marked with a Pa. Coordinate System bronze tablet, stamped "V 19 Twp. Lino", set in top of a 6- by 6- by IiR-inah concrete monument which protrudes I4. inch.es above the surface. This station is a point on traverse between stations Y-lS and B 21 and was set on true line by proper offset from station Q 19 Inter. No. 12 of the random line. Plane ooordinates (Pa. N Zone): x * 1,326,913.05 festj y * 380,246.39 feet. U 19 (Findley-Springfield Townships,Pa.Good.S,,1939)—Reached from the intersection of State Route 258 and Leg. Route I4.3OI6 in Blacktown by going NW on Route 258 for a distance of 2.7 miles, thence left due S on township road for 0.65 mile to the station site and at the driveway leading to the residence of C.A. Fink. The station is 19 feet E of the approximate center line of the roadway at a point 30 paces S of the center line of Fink*s drive¬ way, and 2 feet E of the property line fence along the E side of the roadway and in an orchard belonging to Mike Yuhae. Station is marked with a Pa. Coordinate System bronze tablet, stamped "tr 19 Twp, Line, 1939"# s®t in top of a 6- by 6- by i|2- dnch concrete monument which protrudes 8 inches above the surface. This station is a point on traverse between stations Y 18 and B 21 and was set on true line by proper offset from station Q 19 Inter. No.9 of the random line. Plane ooordinates (Pa. N Zone): * 1,3214-,839.38 feetj y * 5ao,15ll..i4.5 f®et. T 19 (Springfield-Findley Townships,Pa,Geod.S.,I9I4.O)— Reached from the intersection of State Route 258 and Leg. Route I4.3OI0 in Blacktown by going FW on Route 258 for a distance of 2.7 miles, thence left due S on township road for 0.65 mile to the driveway leading to the residence of C.A. Fink. The station is due W of this point approximately 1,700 feet and is 30 feet N of the fence line separating the properties of C.A, Fink and John Courtney, and is 150 feet E of a fence corner which latter point is marked with a stone with cross in top. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T 19 Twp. Line", set in top of a 6- by 6- by i}2-lnch concret® monument which protrudes I4. inches above the surface. This station is a point on traverse between stations Y 18 and B 21 and was set on true line by proper offset from station Q 19 Inter. No.6 of the random line. Plane ooordinates (Pa, N Zone): x = 1,323,128.90 feetj y » 380,161.06 feet. S 19 (Findloy-Springfield Townships,Pa.Geod.S.,I9I4.O)— Reached from the Junction ©f U.S. Routes 19 and ©2 in Mercer by going S on Route 19 fox* 2.8 miles, thence left (E) on township road for 0.75 mile, thence right across the bridge for about 200 feet, thence continue ©n main road for 0.1 mile, thence take right fork and go 0.5 mile. Station is reaohed from this point by going due E a dlstanee of approximately 1,800 feet, being near the fence comer of the adjoining properties which belong to Walter Butler, John Masson, and John Hermansdorfer, 116 feet N of the corner and I4. feet W of the E-W fence line separating the properties of John Masson and John Hermansdorfer. Station is marked with a Pa. Coordinate System bronze tablet, stamped "S 19 Twp. Line, I9I4.O", set in top of a 6- by 6- by 30- inch concrete monument which protrudes [4. inches above the surface. This station is a point on traverse between stations Y 18 and B 21 and was set on true line by proper offset from station Q 19 Inter. No.2 of the random line. Plane ooordinates iPa. N Zone): x * 1,521,814-5.18 feetj y « 380,166.014. feet. Q 19 (Springfield Township,Pa.Geod,S,,1939)—Reaohed from the junction of U.S, Routes19 and 62 in Mercer by going S on Route 19 for 2.8 miles, thence left (E) on township road for 0.75 mile, thence right across the bridge for about 200 feet, thence continue on main road for 0,1 mile, thence take right fork and go Or5 mile. The station is E of this point approximately I4.5O feet and is 6 feet W of a N-S fence line and 88 feet S of fence corner, Station is marked with a Pa, Coordinate System bronze tablet, stamped "Q 19, 1939", set in top of a 6- by 6- by 30-lnoh concrete monument which protrudes 6 inches above the surface. This station is a point on the random traverse line. Plane ooordinates (Pa. N Zone); x = l,320,i}.8[|..09 feet: y * 380,025.76 feet. Grove City to North of Mlllburn. P 19 (Springfield-Findley Townships.Pa.Geod.S.,1939)—Reaohed from the junction of IJ.S, Routes 19 and 62 in Mercer by going S on Route 19 for 2.8 miles, thence left (E) on township road for 0,75 mile, thence right across the bridge for about 200 feet, then continue on main road for 0,1 mile, thence take right fork and go 0.5 mile to the station site. The station is about 21 feet W of the approximate center line of the roadway, and I78 feet N of a fence line which leads W from the road. Station is marked with a Pa, Coordinate System bronzeatablet, stamped "P 19 Twp. Line, 1939"# set in top of a 6- by 6- by 30- lnoh concrete monument which protrudes 6 inches above the surface. This station is a point on traverse between stations Y 18 and B 21 and was set by proper offset oomputations from random line station P 19 ECCENTRIC will ©h was originally a monument on the random line but was subsequently removed and placed at this present location. Plane ooordinates (Pa, N Zone): x * 1,319,786.37 feetj y * 380,17ii..02 feet. Z 18 (Findley Township,Pa.Geod.S.,1939)—Reaohed from the junction of U.S, Routes 19 and 62 in Meroer by going S on Route 19 for 2.8 miles, thence left (E) on township road for O.75 mile, thence right across the bridge for about 200 feet, then continue on main road for 0.1 mile, thence take right fork and go 0.5 mile to the township line and which is also the station site for P 19, Station is reaohed from this point by going W along a fence line for a distance of 600 feet to the station site, which point is 250 feet E of a "T" intersection of fence lines. The station is 7 feet SE of an l8-inch oak tree, and 6 feet N of another l8-inch oak tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Z 18, 1939"# aet in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. This station is a point on the random lino* Plane ooordinates (Pa. N Zone): x = 1,319,169,23 feetj y » 380,208,83 feet. Y 18 (ELFS) (E. Laekawannook-Findley-Springfield Townships, Pa,Geod.S,,1939)—Reached from the junction of U.S. Routes 19 and 62 in Mercer by going S on Route 19 for 2.8 miles, thence left (E) on township road for 0,75 mile, thence right across the bridge for about 200 feet, then continue on main road for 0.1 of a mile, thence take right fork and go 0.5 mile to the township line which is also the station site for P 19. Station is reaohed from this point by going W along a fence line for a distance of 850 feet to a N-S fence line at which point there is a Jog in fence lines of about 100 feet, the station being in the most southerly "T" intersections of fenoes, which point is the SE comer of donation lot No.514 and the SE Corner of property owned by J.H. Robinson. This station was placed in the center of the remains of a stump of an old sugar tree, which was recognized as the township corner, and which had originally been established by court order, see Quarter Sessions No,15 page 558, This point is the township oomer of E Lackawannoek, Findley, and Springfield Townships, Station is marked with a Pa. Coordinate System bronze tablet, stamped "Y 18 Twp, Cor,, ELFS, 1939", set in top of a 6- by 6- by i|2-lnch concrete monument which protrudes 8 inches above the sur¬ face. Reference mark No,l is a nail in a blaze on a 10-lnch hickory tree. Reference mark No,2 is a nail in a blaze on an 8-inch walnut tree. OBJECT X 18 R.M.No.l R.M.No.2 Plane ooordinates (Pa. y - 380,177.35 feet. DISTANCE DIRECTION feet 0°00»00?0 22.7I4. 52 30 27.7^ o 14919 N Zone): x â–  1,318,928,514. feetj X 18 (E. Lackawannoek Township,Pa,Geod.S.,1939)—Reached from the junction of U.S. Routes19 and 62 in Mercer by going S on Route 19 for 2.8 miles, thence left (E) on township road for O.75 mile, thence right across the bridge for about 200 feet, thence continue on main road for 0.1 of a mile, thence take right fork and go 0.5 mile to the township line which is also the station site for P 1§, Station is reached from this point by going W along a fence line for a distance of 800 feet to a N-S fence, thence continue on to the westward along an E-W fence line for a distance of approximately 200 feet to the station site which is 6 feet N of J.H. Robinson*s S boundary line fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "X 18, 1939"# set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. This station is a point on random line. Plane ooordinates (Pa. N Zone): x * 1,318,555*39 feetj y«380,106,29 feet. M 20 (Springfield-E, Lackawannoek Townships .Fa,Geod,S,,I9I4.O)— Reached from the junction of U.S. Routes 19 and 62 in Meroer by going S on Rout© 19'for 2.8 miles, thence left (E) on township road for 0*75 mile, thence right across the bridge for about 200 feet, thence right on private driveway for 0.15 mile to the resi¬ dence of J.H, Robinson. The station is 3.6 feet N of Robinson*s S boundary line fence, at a point about 0,1}. mile S of his barn, and approximately 860 feet W of a N-S fence line along which is a row of pine tre©s. Station ist marked writh a Pa, Coordinate System bronze tablet, Buamped "M 20, Twp. Line, I9I4.O", set in top of a 6- by 6- by 42-inch concrete monument which protrudes 3 inches above the sur¬ face. This station is a point on traverse between stations R 20 and Y 18 and was set by proper offset oomputations from random line station W 18 Inter. No.l, Plane ooordinates (Pa. N Zone): x = 1,317,275.13 feetj y * 379,850.91+ feet. T 99-23 76 Line No,21 Continued W 18 (E* Lackawannock Township.Pa,Geod.S., 1939)—Beached from the junction of U,S. Routes 19 and 62 in Mercer by going S on Route 19 for 2,8 miles, thence left (E) on township road for about 0,5 mile to the Pa, Railroad traoks. From here go S along the railroad tracks for about 1/2 mile. The station is 57,5 feet E of the E rail of the railway traoks, 1,5 feet E of the E right- of-way fence, 13,8 feet NW of a nail in a blaze on a 10-inch walnut tree, and on viand owned by a Mp, Robinson, I Station is marked with a Pa. Coordinate System bronze tablet, stamped "W 18, 1939”# set in top of a 6- by 6- by 30-lnoh con¬ crete monument which protrudes 6 inches above the surface. OBJECT DISTANCE DIRECTION Y 17 feet 0° 00'00’.* 0 Nail in blaze on 10-inoh walnut tree 13.80 252 30 20 Plane coordinates (Pa. N Zone)t x » 1,316,182,39 feet; y a 380,728.59 feet. Tnnnnnrw R 20 TOWNSHIP CORNER (Springfleld-E. Lackawannock Townships, Pa,Geod,S,,19i4.0)—Reached from the junction of U,S. Routes 19 and 62 in Mercer by going S on Route 19 for 3*2 miles which point is at the E boundary of Carpenter*s Cemetery. The township cor¬ ner is due E of this point across the fields a distance of Slji) feet. The station is in a fence corner, the fence to the N^ a projection of the fence separating the propertles of Amos Weaver and John Woods, having fallen down. Station is marked with a Pa. Coordinate System "bronze tablet, stamped MR 20 Twp, Cor., 19^0”, set in top of a 6- by^6- by 142-inch concrete monument which protrudes 6 inches above the sur¬ face. This point is an angle point in the E. Lackawannook-Spring- field Township Line, the W end of the line being at station B 18 and the E end at Y 18. Plane coordinates (Pa, N Zone); x » 1,315,828,30 feet; Y - 579,527.83 feet. ******* T 99-24 77 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traversa Farrell, Pa. 8 F 2 (Farrell,Pa.Geod.S.,1939)~Located on the W side of S Dock Street, near its intersection with Bay Way* The station is 5.41 feet W of the W curb of S Dock Street* Station is marked with a Pa. Coordinate System bronze tablet, stamped "6 F 2, 1939'*, set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface • Reference mark No.i is a drill hole filled with lead with brass screw in center and is in the E curb of S Dock Street Just N of Bay Way. Reference mark No*2 is a similar mark and is In the E curb of S Dock Street just S of Bay Way* OBJECT DISTANCE DIRECTION 82 S feet 0o00»00'l0 N*M.C. Co. Mk* 88.83 282 31 11.7 F.C.B.P. 151.74 338 57 45 R.M.No.l 62.70 64 41 40 R.M.No.2 42.35 130 19 50 *Water Tank (Finial) 235 36 26.7 F.C.B.P. is a Farrell City Boundary Point. N.M.C. Co. is a National Malleable Casting Co. Survey Marker. For further detail see description thereof. •fcSharon Steel Hoop. Plane coordinates(Pa. N Zone) x = 1,241,649.76 feet; y = 396,004.78 feet. 7 F (Farrell,Pa.Geod.S.,1939)--Located at the NW corner of the intersection of Broadway and Staunton Avenue. The station is 0.45 foot N of the N curb of Staunton Avenue, 4.58 feet S of the SE corner of the Malleable Steel Company*s fence, and 4 feat W of the W rail of the Erie Railroad tracks. Station is marked with a Pa. Coordinate System bronze tablet, stamped ,!7 F, 1939*', set in top of a 6- by 6- by 30-Inch concrete monument, which protrudes 5 Inches above the surface• OBJECT DIRECTION 6 F 2 O^O’OO^O Water tank (finial) Sharon Steel Hoop 235 52 00.0 Plane coordinates (Pa. N Zone) x = 1,241,349.46 feetj y = 394,969.84 feet. 8 F (Farrell,Pa.Geod.S.,1939)--Located on the W side of Broadway and approximately in line with the E line of Union Street. The station is 2.68 feet 7/ of the W curb of Broadway and 15.2 feet SW of a lamppost. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "8 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center, end is in the curb at the SE corner of the street intersection. Reference mark No.2 is a drill hole filled with lead with brass screw In center, and is SE of curb of Broadway. DISTANCE feet 42.25 38.42 DIRECTION 0°00'00'i0 96 06 20 169 24 10 (Pa. N Zone) x = 1,241,520.94 feet; -Located on the W side of the station and in the OBJECT 7 F R.M.No.l R.M.No.2 Plane coordinates y = 393,844.73 feet. 9 F (Farrell,Pa.Geod.S.,1939)- Broadway at Adams Street. The station is marked with a standard Pa. Coordinate System bronze tablet, stamped "9 F, 1939", cemented and countersunk in the concrete top of a storm drain catch basin and is 3.40 feet W of the W curb of Broadway. Reference mark No.l is a drill hole filled with lead with brass screw In center and Is in the W curb of Broadway and NE of the station. Reference mark No.2 is a drill hole filled with lead with brass screw In center and is in the E curb of Broadway, a trifle N of the curb line on N side of Adams Street. Reference mark No.3 is a drill hole filled with lead with brass screw in center and is in the W curb of Broadway and SE of the station. DISTANCE DIRECTION feet 0°00»00'i0 25.94 7 06 10 69 53 10 26.89 173 02 20 (Pa. N Zone) x =1,241,859.49 feet; OBJECT R.M.No.l R.M.No.2 R.M.No.3 Plane coordinates = 392,563.60 feet. 10 F (Farrell,Pa.Geod.S.,1939)—Located on the W side of Broadway at Neeb Street. The station is 0.52 foot W of the W edge of curb of Broadway and at the NS corner of a storm drain catch basin. Station is marked with a Pa. Coordinate System bronze tablet, stamped "10 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l Is the center of a valve stem of a fire hydrant at the NE corner of Broadway and Neeb Street. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the SE corner of Broadway and Neeb Street. Reference mark No.3 is marked same as No.2 and Is in the W curb of Broadway and SE of the station. OBJECT 9 F R.M.No.l R.M.No.2 R.M.No.3 Plane coordinates y - 391,161.94 feet. DISTANCE DIRECTION feet 0°00»00?0 44.24 88 41 00 46.06 142 26 10 29.55 182 02 00 (Pa. N Zone) x « 1,242,157.31 feet; ll F (Farrell,Pa.Geod.S.,1939)--Located on the W side of Broadway, S of its Intersection with Kedron Street, and NW of No.64 Broadway. The station Is 0.63 foot W of the W edge of the curb on W side of Broadway and Is marked with a Pa. Coordinate System bronze tablet, stamped "ll F, 1939", set In top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center, and is in the E curb of Broadway and N of building No.64. Reference mark No.2 is a drill hole filled with lead with brass screw in center, and is in the E curb of Broadway, and W of the NW corner of building No.64. Reference mark No.3 is a drill hole filled with lead with brass screw in center, and is ih the W curb of Broadway and SE of the station. OBJECT DISTANCE DIRECTION 10 F feet 0°0Q»00‘.,0 R.M.No.l 39.43 57 06 50 R.M.No.2 45.94 126 44 50 R.M.No.3 32.74 174 16 30 Plane coordinates (Pa. N Zone) x = 1,242,383.99 feet; y = 389,776.73 feet. 12 F (Farrell,Pa.Geod.S.,1939)--Located on the S side of Broadway at its intersection with Spearman Avenue. The station is at the SW corner of the Intersection and 1.05 feet S of the S curb of Broadway. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "12 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fire hydrant which Is located at the NW corner of the Inter¬ section. Reference mark No.2 Is a drill hole filled with lead with brass screw in center and is in the curb at the NE corner of the street intersection. Reference mark No.3 is marked the same as No.2 and is in the curb at the SE corner of the inter¬ section* DISTANCE DIRECTION feet 0°00»00?0 46.11 30 44 35 42.94 82 23 00 44.67 133 27 10 OBJECT ll F R.M.No.l R.M.NO .2 R.M.No.3 Water Tank (finial) Wheatland Tube Plane coordinates y = 389,332.38 feet. (Pa. N Zone) 171 38 41.7 1,242,604.50 feet; 13 F (Farrell,Pa.Geod.S.,1939)—Located at the SW corner of the intersection of Hamilton Avenue and Kedron Street. Station is at the inside corner of the sidewalk and is marked with a Pa. Coordinate System bronze tablet, stamped "13 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark In the rim of a water valve cover which is in the NW quarter of the intersection. Reference mark No.2 is a punchmark and cross in the rim of a sewer manhole which is in the center of the street intersection. Reference mark No.3 is a punchmark and cross in the rim of a water valve cover which Is In the SV/ quarter of the intersection. OBJECT DISTANCE DIRECTION 14 W P.O.T. feet 0°00'00S0 Wheatland Boro Corner NW 56 47 13.3 Pa. R .R • Rt. Water Tank (finial) R.M.No.l 39.88 R.M.No.2 31.82 R.M.No.3 15.61 39 22 30 203 33 20 227 47 00 254 15 50 Plane coordinates (Pa. N Zone) x = 1,243,579.92 feet; y = 389,892.47 feet. 14 F (Farrell,Pa.Geod.S.,1939)—Located on the W side of Hamilton Avenue between the parkway and curb, and NE of house No.252, which number is between Kedron and Kishon Street. Station is 2.1 feet W of the W curb of Hamilton Avenue, and is marked with a Pa. Coordinate System bronze tablet, stamped "14 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface• Reference mark No.l is a drill hole filled with lead with brass screw in center and Is in the W curb of Hamilton Avenue, directly W of house No.252. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is In the E curb of Hamilton Avenue, directly W of house No.251. Ref¬ erence mark No.3 is a punchmark with cross In a gas valve cover for gas Inlet to house No.252. OBJECT DISTANCE DIRECTION 13 F feet 0°00'00?0 R.M.No.l 27.57 184 26 20 R.M.No.2 36.63 294 59 50 R.M.No.3 4.68 Plane coordinates (Pa. N Zone) x = 1,243,603.28 feet; y = 390,530.60 feet. •H-St-iHHHHf 15 F (Farrell,Pa.Geod.Sr,1939)--Located at the NE corner of the Intersection of Hamilton Avenue and Highland Street. The station is 8.28 feet E of the E curb of Hamilton Avenue, and 0.41 foot E of the E edge of the sidewalk, and approximately 29 feet N of the center line of Highland Street. Reference mark No.l is the center of a valve stem of a fire hydrant near the SW corner of the street intersection. Reference mark No.2 is a punchmark in the rim of a sewer man¬ hole which is at the center of the street intersection. OBJECT DISTANCE 14 F feet R.M.No.l 65.03 R.M.No.2 33.45 Water tank (finial) P.I.W. DIRECTION 0°00'00?0 31 12 00 34 31 50 67 28 26.7 plane coordinates (Pa. N Zone) x = 1,243,653.59 feet; 390,864.24 feet. T 99-25 78 Farrell, Pa. continued 16F (Farrell,Fa.Geod.S., 1939)—Located at the NE Inter¬ section of Hamilton Avenue and Bond Street. The station Is 2.6 feet N of the N curb of Bond Street and 17.92 feet N of a punchmark and cross in the rim of a sewer manhole which is in the approximate center of Bond Street and just E of Eamilton Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "16 F, 1939", set in top of a 6- by 6- by 30-Ineh concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fire hydrant which is on the E side of Hamilton Avenue and N of Bond Street. Reference mark No.2 is a drill hole filled with lead with brass screw in center which Is In the S curb of Bond Street and E of Hamilton Avenue. OBJECT DISTANCE DIRECTION 15 F feet 0o00'00?0 R.M.No.l 10.64 141 44 30 R.M.No.2 41.37 338 13 20 Plane Coordinates (Pa. N Zone) x = 1,243,656.50 feet; y = 391,800.29 feet. 17F (Farrell,Pa.Oeod.S.,1939)--Located on the SW corner of the intersection of Hamilton Avenue and Haywood Street. Station Is 8.53 feet W of the W curb of Hamilton Avenue, 8.1 feet S of the S curb of Haywood Street, 8.8 feet NE of a board fence, and 8.61 feet SE of the center of a fire hydrant. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "17 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone) x - 1,243,627.70 feetj y = 392,810.28 feet. 18F (Farrell,Pa.Geod.S.,1939)--Located at the NW corner of the Intersection of Hamilton Avenue and Union Street, in the SE corner of Baptist Church property, 25 feet N of the center line of Union Street, and 24 feet W of the center line of Hamilton Avenue. The station is 7.23 feet W of a punchmark in a gas valve cover, 7.19 feet NW of a punchmark in the rim of a sewer man¬ hole and 2.1 feet E of a fence corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "18 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone) x = 1,243,644.52 feet; y = 393,858.99 feet. 19F (Farrell,Pa.Geod.S.,1939)—Located in the FW corner of the intersection of Hamilton Avenue and French Street. Station is 31.95 feet NW of the center of a sewer manhole which is located at the intersection of centerllnes of streets, 29.47 feet W of a water valve cover which is between the cen¬ ter line and E curb of Hamilton Avenue, 10.3 feet SW of a gas valve cover and 32.0 feet S of building No.1102. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "19 F, 1939", cemented and countersunk in a drill hole in what previously was the concrete base of an advertising sign, and is flush with the surface. Plane coordinates (Pa. N Zone) x *= 1,243,669.63 feet; y = 395,336.92 feet. 20F (Farrell,Pa.Geod.S.,1939)—Located at the SW corner of the intersection of Hamilton Avenue and George Street, and in the NE comer of the lot .occupied by house No.1156. Station is marked with a Pa. Coordinate System bronze tablet, stamped "20 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a sewer manhole which is at the center of the street inter¬ section. Reference mark No.2 is a punchmark and cross in the rim of a sewer manhole which is In the center of Eamilton Avenue and S of George Street. Reference mark No.3 is a drill hole filled with lead with brass screw in center and Is in the S curb of George Street and N of the station. Reference mark No.4 is a drill hole filled with lead with brass screw in center and is in the comer of the curb at the SW corner of street intersection. Reference mark No.5 Is a drill hole filled with lead with brass screw in center and is In the W curb of Hamilton Avenue and SE of station. OBJECT DISTANCE DIRECTION 19 F feet 0°00» 00*20 R.M.No.l 35.88 219 30 20 R.M.No.2 32.02 315 02 20 R .M .No .3 9.28 R.M.No.4 6.89 R.M.No.5 9.24 Plane coordinates = 396,090.54 feet. (Pa. N Zone) x = 1,243,683.20 feet; FARRELL CITY BOUNDARY POINT (Farrell,Pa.Geod.S., 1939) — Located 1 foot E of the National Malleable Company fence just W of the intersection of S Dock and Bay Way, and in approxi¬ mate line with the extension of George Street. Station is marked with a 4-inch iron pipe filled with concrete with spike in center and protrudes 4 inches above the surface» For further detail see description of 6 F 2. This station is an established survey point on a previous city boundary line survey. Plane coordinates (Pa. N Zone) x = 1,241,596.65 feet; y = 396,146.92 feet. #-5Kfr-JKHH!- 21F (Farrell,Pa.Geod.S.,1939)—Located at the SE corner of the intersection of Spearman Avenue and George Street, in the NW corner of lot occupied by house No.1159, and 19.49 feet from its NW corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "21 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a sewer manhole which is at the center of a street intersection. Reference mark No.2 is a punchmark and cross in the rim of a sewer manhole which is between the center line and S curb of George Street, and E of the E line of Spearman Avenue. OBJECT DISTANCE DIRECTION 20 F feet 0°00'00**0 R.M .No.l 32.32 223 06 30 R.M.No.2 12.96 267 02 10 Plane coordinates (Pa. N Zone) x « 1,242,789.53 feet; y = 396,105.65 feet. 22F (Farrell,Pa.Geod.S.,1939)--Located at the SE corner of the intersection of George Street and Crago Street. The station is 1.12 feet E of the E curb of Crago Street, 2.5 feet S of the S curb of George Street, and 7.6 feet N of the NW corner of fence belonging to house No.201. Station is marked with a Pa. Coordinate System bronze tablet, stamped "22 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l Is a punchmark and cross in the rim of a sewer manhole which is between the center line and S curb of George Street, and in approximate W line of Crago Street. Ref¬ erence mark No.2 Is a punchmark and cross in the rim of a sewer manhole which is on the N side of George Street and E of Crago Street. Reference mark No.3 is a punchmark and cross in the rim of a manhole which Is E of the station and between the S curb of George Street and the property fence for house No.201. OBJECT 21 F R.M.No.l R.M.No.2 P.H.C. Flagpole R.M.No.3 Plane coordinates = 396,119.20 feet. DISTANCE feet 20.33 34.74 6.31 (Pa. N Zone) x = 1,242,178. DIRECTION o°oo»ooyo 197 44 10 281 34 20 257 34 23.3 57 feet; 22 F INTERMEDIATE (Farrell,Pa.Geod.S., 1939)— This station was a temporary point only and was marked with an Iron pin. Plane coordinates (Pa. N Zone) x = 1,241,855.70 feet; y = 396,141.53 feet. 23 F (P.O.T.) (Farrell,Pa.Geod.S.,1939)—Located at the SW corner of the intersection of Haywood Street and Broadway. The station is 10.1 feet E of the N corner of building No.644, 3.42 feet SW of a punchmark and cross in the rim of a water valve cover and 8.29 feet NW of the center of a fire hydrant. Station is marked with a square-headed lag screw set in a galvanized-iron expansion unit, both of which are set in a drill hole in a concrete sidewalk, top of bolt being flush with the surface of the sidewalk, and punchmark denoting center. Reference mark No.l Is a punchmark and cross in the rim of a sewer manhole which is in the center of the street intersection. This station is a point on traverse between stations 8 F and 9 F. OBJECT DISTANCE DIRECTION 8 F feet 0°00'00?0 R.M.No.l 26.42 70 43 40 Plane coordinates (Pa. N Zone) x = 1,241,783.17 feet; y = 392,852.41 feet. ******■» 24 F (P.O.T.) (Farrell,Pa.Geod.S., 1939)— Located on the W side of Broadway at a point in approximate line with the N line of Idaho Street. Station Is 19.35 feet SW of the SW corner of the Murphy Fuel Building, and 1.37 feet E of the E rail of an Erie Railroad sidetrack. This is a temporary station only and is marked with an Iron pin flush with the surface, and has punchmark in center. This station is a point on traverse between stations 7 F and 8 F. Plane coordinates (Pa. N Zone) x = 1,241,411.90 feet; y = 394,560.14 feet. â– JttHBHH** 25 F (P.O.T.) (Farrell,Pa.Geod.S., 1939)—Located at the NW corner of the intersection of Hamilton Avenue and Idaho Street, at the inside corners of the sidewalks and in the SE corner of lot occupied by house No.1000. Station is 7.46 feet SW of a gas valve cover which is on the W side of Hamilton Avenue and N of Idaho Street, and 5.75 feet NW of a rim of a manhole for a storm drain catch basin. Station is marked with a Pa. Coordinate System bronze tablet, stamped "25 F, P.O.T.", set in top of a 6- by 6- by 30-inch con¬ crete monument flush with the surface• Reference mark No.l is a punchmark and cross in the rim of a water valve cover which is between the center line and E curb of Hamilton Avenue. Reference mark No.2 is a similar mark In the rim of a sewer manhole which is at the center of the street Intersection. This is a point on traverse between stations 18 F and 19 F. OBJECT DISTANCE DIRECTION : IB F feet 0°00»00S0 R.M.No.l 29.31 267 47 10.0 R.M.NO.2 32.34 314 08 40 Plane coordinates (Pa. N Zone) x = 1,243,655.88 feet; y = 394,527.30 feet. 26 F (Farrell,Pa.Geod.S.,1939)—Located at the SW corner of the Intersection of Idaho Street and Beechwood Avenue, in the NE corner of a lot occupied by the Baptist Church, and 11.65 feet E of the NE corner of the church. Station is marked with a Pa. Coordinate System bronze tablet, stamped "26 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l Is the center of a valve stem of a fire hydrant which is on the NW corner of the Intersection. Reference mark No.2 is a punchmark and cross in the rim of a sewer manhole which is at the center of the street intersection, (continued on p. 79) T 99-26 79 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Farrell, Pa. continued 26 F (continued) OBJECT 25 F P.O.T. R.M.No.l R.M.No.2 Plane coordinates y = 394,469.27 feet. DISTANCE feet 50.66 31.78 DIRECTION o°oo»ooso 93 52 40 129 46 00 (Pa. N Zone) x = 1,244,320.90 feet; 27 F (Farrell,Pa.Geod.S.,1939)—Located at the NE corner of the intersection of Idaho Street and Stambaugh Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”27 F, 1939”, set in top of a 6- by 6- by 30-ineh concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a manhole which is W of the station and in Stambaugh Avenue. Reference mark No.2 is a punchmark and cross in the rim of a sewer manhole which is at the center of the street intersection OBJECT DISTANCE DIRECTION 26 F feet 0°00»00!l0 R.M.No.l 29.88 10 06 10 R.M.No.2 34.04 319 49 10 Plane coordinates (Pa. N Zone) x = 1,245,346.78 feet; y = 394,498.37 feet. 28 F (Farrell,Pa.Geod.S.,1939)--Located at the KW corner of the intersection of Idaho Street and Norris Avenue. Station is in the SE corner of the lot occupied by house No.1002, and is 42.22 feet SE of its SE corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”28 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fire hydrant at this same corner. OBJECT DISTANCE DIRECTION 27 F feet Q°00»00S0 R.M.No.l 10.93 207 40 00 Plene coordinates (Pa. N Zone) x = 1,246,250.71 feet; y = 394,479.36 feet. 29 F (Farrell,Pa.Geod.S.,1939)--Station is a standard Pa. Coordinate System tablet, stamped "29 F, 1939”, cemented in sidewalk and flush with the surface at the NW corner of Spearman Avenue and Idaho Street, 6.80 feet SW of the SW cor¬ ner of the Colonial Theatre Ticket Office. Reference mark No.l is a punchmark and cross in the rim of a sewer manhole at the center of the street intersection. Reference mark No.2 is a punchmark and cross in the rim of a water valve cover in Spearman Avenue and N of Idaho Street. Reference mark No.3 is a punchmark and cross in the rim of a water valve cover which is between the center line and N curb of Idaho Street, and W of the W line of Spearman Avenue. OBJECT DISTANCE DIRECTION 25 F P.O.T. feet 0°00»00‘20 R.M.No.l 27.28 42 03 30 R.M.No.2 29.31 348 28 40 Plane coordinates (Pa. N Zone) x - 1,242,716.29 feet; y = 394,538.28 feet. 30 F (Farrell,Pa.Geod.S.,1939)--Located at the NW corner of the intersection of Idaho Street and Lee Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”30 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a sewer manhole which is at the center of the street inter¬ section. •Reference mark No.2 Is a punchmark and cross in the rim of a water valve cover which is in Lee Avenue and N of the N line of Idaho Street. OBJECT 29 F R.M.No.l R.M.No.2 Plane coordinates y - 394,548.41 feet. DISTANCE feet 27.42 25.13 DIRECTION 0°00»00?0 39 51 40 343 34 50 (Pa. N Zone) x * 1,242,090.77 feet; 31 F (Farrell,Pa.Geod.S.,1939)--Located at the SW corner of the intersection of Spearman Avenue and Haywood Street. Station is 9.02 feet NE of the NE corner of the Atlantic Gas Station and 2^4 feet S of the S curb of Haywood Street. Station is marked with a Pa. Coordiante System bronze tablet, stamped ”31 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a sewer manhole which Is at the center of a street inter¬ section. Reference mark No.2 is the center of a valve stem of a fire hydrant which is at the SE corner of the Intersection of street. OBJECT DISTANCE DIRECTION 23 F P.O.T. feet 0°00'00S0 R.M.No.l 29.59 142 08 30 R.M.No.2 40.18 190 09 30 Plane coordinates (Pa. N Zone) x - 1,242,684.33 feet; y = 392,831.23 feet. Farrell. Pa. Reference mark No.2 is a punchmark and cross in the rim of a water valve cover which is between the center line and W curb of Beechwood Avenue and S of the S line of Haywood Street. Reference mark No.3 Is a punchmark and cross in the rim of a storm drain catch basin which is at the extreme SW corner of the street Intersection. Y OBJECT 17 F R.M.No.l R.M.No.2 DISTANCE feet 50.65 20.74 Plane coordinates (Pa. N Zone) x 392,798.95 feet. DIRECTION 0°00'00?0 175 12 50 208 17 40 1,244,290.18 feet; 33 F (Farrell,Pa.Geod.S.,1939)—Located at the SW corner of the intersection of Haywood Street and Stambaugh Avenue. Station is 36.63 feet N of the NE corner of house No.1135 Haywood Street, 8.48 feet S of a fire hydrant which is on the S side of Haywood Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”33 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a punchmark and cross in the rim of a water valve cover which is between the center line and S curb of Haywood Street, and In approximate line with the W line of Stambaugh Avenue. Reference mark No.2 Is a punchmark and cross in the rim of a water valve cover which is between the center line and W curb of Stambaugh Avenue, and S of the S line of Haywood Street. OBJECT 32 F R.M.No.l R.M.No.2 Plane coordinates y = 392,778.75 feet. DISTANCE feet 18.51 11.64 DIRECTION 0°00»0020 98 04 10 177 41 20 (Pa. N Zone) x = 1,245,265.35 feet; 34 F (Farrell,Pa.Geod.S.,1939)—Located at the £W corner of the intersection of Haywood Street and Park Avenue, 41.72 feet NE of the NE corner of the porch on house No.1339 Haywood Street, and 15.51 feet SS of the center of a fire hydrant. Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”34 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l Is a punchmark and cross in the rim of a sewer manhole which is in the center of a street inter¬ section. Reference mark No.2 is a punchmark and cross in the rim of a water valve cover which Is at the NW corner of the landscape plot in the center of Park Avenue, and S of the S line of Haywood Street. OBJECT 33 F R.M.No.l R.M.No.2 DISTANCE- feet 62.38 47.54 DIRECTION 0°00'00?0 153 46 40 190 33 20 Plane coordinates (Pa. N Zone) x = 1,246,495.57 feet; y = 392,754.50 feet. •IHKHHHH} 35 F (Farrell,Pa.Geod.S.,1939)--Located on the S side of Haywood Street, 37.55 feet NW of the NW corner of house No.1711. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”35 F, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the S curb of Haywood Street. Reference mark No.2 Is marked sam8 as No.l and in the S curb of Haywood Street. Reference mark No.3 is the center of a valve stem of a fire hydrant which is on the S side of Haywood Street and N of house No.1711. OBJECT 34 F R .M .No .1 R.M.No.2 R.M.No.3 Plane coordinates y = 392,733.36 feet. DISTANCE feet 25.61 27.75 139.40 DIRECTION 0°00'00120 26 52 20 155 02 00.0 176 12 30 (Pa. N Zone) x * 1,247,731.82 feet; *#*#*»* FARRELL BOUNDARY POINT (Farrell,Pa.Geod.S.,1939)—This station is a point previously established by a survey of the boundary by the City of Farrell, and is located at the inter¬ section of Stambaugh Avenue and Division Street. The station is in the approximate center line of Division Street, and about 3 1/2 feet SE of the sewer manhole at the center of the street Intersection. The station is marked with a brass pin cemented in the concrete pavement and is flush with the star face, punchmark denoting center. For additional information see description of 80 S, 1939. Plane coordinates (Pa. N Zone) x = 1,245,342.12 feet; y * 395,606.89 feet. 32 F (Farrell,Pa.Geod.S.,1939)--Located at the SW corner of the Intersection of Haywood Street and Beechwood Avenue, and 6.42 feet N of NE corner of Roux*s ice house No.3. Station is marked with a Pa. Coordinate System bronze tablet, stamped "32 F, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fire hydrant which is at SE corner of the street intersection. T 99-27 80 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Greenville. Pa. All angles and distances on the main traverse line were taken from the offset station which has since been destroyed. Plane coordinates (Pa. N Zone): x - 1,276,508.20 feet} y - 462,418.55 feet. 1G (Greenville,Pa.Geod.S.,1959)—Located at the SW corner of the intersection of Davis Street and College Avenue. The station is 3.54 feet S of the nearest edge of the S curb of Davis Street, 6.71 feet W of the nearest edge of the W curb of College Avenue, and 24.55 feet NE of the NE corner of the porch belonging to house No* 76. Station is marked with a Pa. Coordinate System bronze tablet, stamped "1 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface of pavement. All angles and distances were measured from the offset sta¬ tion. For further detail see description of 1 G, OFFSET. Plane coordinates (Pa. N Zone): x « 1,277,201.90 feet; y * 464,725.96 feet. 1 G OFFSET (Greenville,Pa.Geod.S.,1939)—Located at the ap¬ proximate center of the street intersection of College Avenue and Davis Street. Station is marked with a square-headed lag screw set in a galvanized-iron expansion unit, both of which are set in a drill hole in the paving, top of bolt being flush with the surface of the paving and punchmark denoting center. All angles and distances were measured from this point. For further detail see description of 1 G, 1939. OBJECT DISTANCE DIRECTION THIEL feet 0°00’00?0 1 G 25.28 I65 22 53.3 Plane coordinates (Pa. N Zone): x » 1*277,215.79 feet; y - 464,747.08 feet. ******* 2 G (Greenville,Pa.Geod.S.,1939)—Located on the E side of College Avenue and S of the entrance to the caretaker*s office of the Riverside Cemetery. The station is 7»8o feet E of the nearest edge of the E curb of College Avenue, 30.45 feet E of a fire hydrant, and 4.2 feet W of the cemetery fence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "2 G, 1939%?-set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fire hydrant which is on the W side of College Avenue, OBJECT DISTANCE DIRECTION 1 G OFFSET feet 0°00’0070 r.m. 38.45 248 45 50 Plane coordinates (Pa. N Zone): x = 1,277,361.51 feet; y = 464,254.35 feet. ******* 3 G (Greenville,Pa.Geod.S.,1939)—Located in the parkway be¬ tween sidewalk and curb at the NE corner of the intersection of Eagle Street and College Avenue. The station is 9.10 feet W of the nearest edge of the W curb of College Avenue, 8.15 feet N of the nearest edge of the N curb of Eagle Street and 37.85 feet SE of the SE corner of house No.70 Eagle Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "3 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x » 1,277,394.45 feet; y - 463,436.21 feet. ******* 4G (Greenville,Pa.Geod.S.,1939)—Located on the E side of E Main Street at its intersection with College Avenue. The station is within 1 foot of the S edge of the sidewalk, 12.04 feet S of the nehrest edge of the S curb of E Main Street, and 36.58 feet N of the NE corner of the porch belonging to the Malta Temple Building (No.293 Main Street). Station is marked with a pa. Coordinate System bronze tablet, stamped "4 G, 1939"; set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. All angles and distances on the main traverse line were taken from the offset station. For further detail see description of 4 G OFFSET. Plane coordinates (Pa. N Zone): x - 1,277,671.31 feet; y = 462,812.90 feet. 4G OFFSET (Greenville,Pa.Geod.S.,1939)--Located at the ap¬ proximate intersection of center line s of College Avenue and Main Street. The station is 37.5 feet SE of the SE corner of the base sup¬ porting a Pennzoil Gas Advertising Sign which is located at the NW corner of the street intersection, and 36.31 feet from the fire hydrant located at the NE corner of the street intersection. Station i3 marked with a square-headed lag screw set in a galvanized-iron expansion unit, both of which are set in drill hole in the pavement, the top being flush with the surface of the paving and punchmark denoting the center. All angles and distances on the main traverse line were taken from this point. For further detail see description of 4 G. OBJECT DISTANCE DIRECTION 3 G feet 0°00,00V0 R.M. (fire hyd.) '36.31 57 l8 50 SE cor. of sign base 57*5° 320 20 4 G 26.48 180 02 10 Plane coordinates (Pa. N Zone): x â–  1,277,660.57 feet; y - 462,837.11 feet. ******* 5G (Greenville,Pa.Geod.S.,1939)—Located at the NE corner of the intersection of Main Street and Mercer Street. The station is 12.80 feet E of the nearest edge of the E curb of Mercer Street, 14.50 feet N of the neqrest edge of the N curb of Main Street, and 4.5 feet W of the W wall of a building occupying this corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "5 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. 5G OFFSET (Greenville,Pa.Geod.S. ,1939)—This station has been destroyed by street improvements. Plane coordinates (Pa. N Zone): x * 1,276,495.71 feet; y - 462,377.07 feet. ******* 6G (Greenville,Pa.Geod.S.,1939)—Located near the intersec¬ tion of W Main Street and N Water Street. The station is 3*50 feet N of the N curb of W Main Street, 13.18 feet S of the S wall of Mather*s Flour Mill and 19.0 feet W of the W curb of N Water Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "6 G, 1939", eemented and countersunk in a drill hole in the concrete sidewalk. OBJECT DIRECTION 7G 0°00*00?0 Zion Reform Spire- 185 05 39 • 5 Plane coordinates (Pa. N Zone); x - 1,275,430.46 feet; y « 461,936.37 feet. ******* 7 G (Greenville,Pa.Geod.S.,1939)—Located at the SW corner of the intersection of W Main Street and Clarksville Street. The station is 6.4 feet W of the W curb of Clarksville Street, 19.2 feet S of the S curb of W Main Street, and 28.39 feet NE of the NE corner of house No.64 W Main Street. Station is marked with a pa. Coordinate System bronze tablet, stamped "7 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT DIRECTION 6G 0°00*00V0 Spire Zion Reform Church 2 41 38.1 Plane coordinates (Pa. N Zone): x - 1,274,157.80 feet; y = 461,232.83 feet. ******* 8 G (Greenville,Pa.Geod.S.,1939)—Located on W Main Street at the Y-intersection one block E of N Diamond Street. The station is 35.78 feet RE of the corner of the porch pil¬ lar belonging to house No.86 and 4s marked with a square-headed lag screw set in a galvanized-iron expansion unit, both of which are set in drill hole in the pavement, the top being flush with the surface of the paving and punchmark denoting the center. Reference mark No.l is a drill hole filled with lead with brass screw in center, and is in the S ourb of W Main Street and SE of the station. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the N curb of W Main Street and is NW of the station. OBJECT DISTANCE DIRECTION 7 G feet 0°00'00r0 R.M.No.l 19.20 61 44 20 R.M.No.2 61.42 241 44 20 Zion Reform Spire 356 18 44.7 Plane coordinates (Pa. N Zone): x - 1,273,766.82 feet; y » 461,074.54 feet. ******* 9 G (Greenville,Pa.Geod.S.,1939)—Located on the N side of W Main Street near its intersection with N Diamond Street. The station is I.95 feet N of the N ourb of W Main Street, 38.17 feet from a fire hydrant which is on the S side of W Main Street, and 44.60 feet S of the SE corner of house No.97 W Main Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "9 G, I939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT DISTANCE DIRECTION 8 G feet 0°00*00?0 R.M. (fire hyd.) 38.17 111 03 40 Water Tank (finial) Bessemer 1 09 24.2 Plane coordinates (Pa. N Zone): x « 1,273,345.42 feet; y-46l,186.73 feet. ******* 10G (Greenville,Pa.Geod.S.,1939)—Located on W Main Street at the West Borough limit. The station is 1 foot N of the center line of W Main Street, 122 feet W of the steps belonging to house N0.I64, 21.6 feet S of the Borough of Greenville Centennial monument, and 24.8 feet from a Greenville Borough marker. Station is marked with a Pa. Coordinate System bronze tablet, oemented and countersunk in a drill hole in the concrete pavement. OBJECT DIRECTION llG 0®00'00V0 Zion Reform Spire 166 57 25.1 Plane coordinates (Pa. N Zone): x » 1,271,723.46 feet; y=461,159.63 feet. ******* ll G (Greenville,Pa.Geod.S.,1939)—Located in the apex of ground formed by the Y-junction of State Route 358 and Route 43058, just W of the W Borough limits of Greenville. The station is 25.6 feet N of the center line of State Route 358, 92.3 feet E of the SE corner of a gas station, and 13.0 feet W of a telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "ll G, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone); x * 1,270,535.57 feet; y » 461,110.15 feet. ******* 12G (Greenville,Pa.Geod.S.,1939)—Located at the SE corner of the intersection of Clarksville and S High Streets. The station is 6.60 feet E of the nearest edge of the E curb of Clarksville Street, 20.1 feet E of the E edge of the sewer man¬ hole rim which is located near the center of the street intersec¬ tion and 50*78 feet E and S of a fire hydrant which is located near the W corner of this street intersection. (continued on p. 8l) T 99-28 81 Greenville, Fa. (continued) 12G (continued) Station is marked with a pa. Coordinate System bronze tablet stamped ”12 G, 1939”» set in top of a 6- by 6- by 30-inoh ooncrete monument, flush with the surface. OBJECT DISTANCE DIRECTION 7 G feet 0«00»00’.»0 R.M. (fire hyd.) 50.f8 342 34 20 Plahe coordinates (Pa. N Zone): x - 1,274,434.99 feet; y « 460,730.44 feet. ' ******* 13G (Greenville,Pa.Geod.S.,1939)-”Located at the SE corner of the intersection of Clarksville and Ohl Streets. The station is 6.1 feet S of the S curb of Ohl Street, 6.55 feet E of the nearest edge of the curb of Clarksville Street, and 21.70 feet NW of the NW corner of house No.46. Station is marked with a Pa. Coordinate System bronze tablet, stampdd ”13 G, 1939”» set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT DIRECTION H G 0°00’00?0 Water Tank (finial) Bessemer Shop 4 43 16.9 Plane coordinates (Pa. N Zone): x - 1,274,409.31 feet; y = 460,374.92 feet. J ******* 14G (Greenville,Pa.Geod.S.,1939)—Looated in the floor of the Ohl Street Shenango River Bridge. The station is 3 feet N of the S bridge parapet and 9.9 feet E of the W end of bridge. Station is marked with a Pa. Coordinate System bronze tablet cemented and oountersunk in a drill hole in the concrete bridge floor. OBJECT DIRECTION 13 G 0°00*00?0 Zion Reform Spire 123 53 09.9 Plane coordinates (Pa. N Zone): x « 1,274,320.07 feet; y = 460,400.89 feet. ******* 15 G (Greenville,Pa.Geod.S.,1939)—Located in the Bessemer Railroad parking lot at a point 155 feet E of the junction of Ohl Street and S Race Street. The station is 155*4 f©Qt E of the approximate extension of center line of S Race Street, 70.2 feet S and a trifle E of the SE corner of the Bessemer Railroad Pattern Shop, and 97.6 feet W of the W rail of the Bessemer Railroad tracks. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”15 G, 1939”* set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. OBJECT . DIRECTION 16 G 0°00’00?0 Water Tank (finial) Bessemer 146 24 ll.4 Plane coordinates (Pa. N Zone): x = 1,276,480.38 feet; y = 460,675.74 feet. ******* 16 G (Greenville,Pa.Geod.S.,1939)—Located on the Bessemer Railroad property at a point SW of the junction of Canal and Jefferson Streets. The station is 12.1 feet E of the E rail of the Bessemer Railroad tracks, 14.8 feet W of the W rail of a yard track lead¬ ing to the Nelson Warehouse, and 35 feet SW of the SW corner of Nelson’s Warehouse. Station is marked with a l/2-inch iron pipe about 18 inches long, which protrudes 2 inches above the surface. This station intended to be only semi-permanent in character. OBJECT DIRECTION 17 G 0°00'00V0 Water Tank (finial) Bessemer 110 00 43.3 Plane coordinates (Pa. N Zone): x ** 1,276,540.71 feet; y - 460,895.50 feet. ******* 17 G (Greenville,Pa.Geod.S.,1939)—Located at the S corner of the intersection of Jefferson and Mercer Streets. The station is 7.70 feet SE of the SE curb of Jefferson Street, IO.9O feet SW of the SW curb of Mercer Street, and 40.95 feet N of the N corner of house No.65 Mercer Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”17 G, 1939”» set in toP of a 6- by b- by 30-inch concrete monument, flush with the surface. OBJECT DISTANCE DIRECTION 16 G feet 0°00’00V0 R.M. (fire hyd.) 49.10 139 47 20 Plane coordinates (Pa. N Zone): x = 1,277,090.78 feet; y = 461,178.02 feet. ******* 18 G (Greenville,Pa.Geod.S.,1939)—Looated at the W corner of the intersection of S Mercer Street, York Street, and Stewart Ave¬ nue. The station is 11.35 feet SW of the nearest edge of the SW curb of S Mercer Street, 11.20 feet NW of the nearest edge of the NW curb of York Street. Station is marked with a pa. Coordinate System bronze tablet, stamped "18 G, 1939"1 set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark is the center of a valve stem of a fire hydrant which is NW of the station, on the SW side of Mercer Street. OBJECT DISTANCE DIRECTION 17 G feet 0°00’00’.»0 R.M. (fire hyd.) 41.55 66 04 30 Plane coordinates (Pa. N Zone): x - 1,277*486.18 feet; y = 460,505.51 feet. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”19 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surfaoe. OBJECT DISTANCE DIRECTION 18G feet 0°00’00?0 R.M. (fire hyd.) 46*75 33° 44 5° Plane coordinates (Pa. N Zone): x « 1,279*359*93 feet; y - 460,494.91 feet. ******* 20 G (Greenville,Pa.Geod.S.,1939)—Looated on the E side of Columbia Avenue between Vanoe Street and Ridge Avenue. The station is 10.80 feet E of the nearest edge of the E curb of Columbia Avenue, 43*9 feet S of telephone pole N0.I6I/I7, end 78.99 feet NE of a fire hydrant which is in the SE oorner of a lot oocupied by house No.111. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”20 G, 1939", set in top of a 6- by 6- by 30-inch conorete monument, which is 2 inches below the surface. OBJECT DISTANCE DIRECTION 19g feet 0°00*00PQ R.M. (fire hyd.) 78*99 48 12 40 Plane coordinates (Pa. N Zone): x - 1,279,316.29 feet; y - 461,247.27 feet. *******. 21 G (Greenville,Pa.Geod.S. ,1939)— Located at the SE corner of the intersection of Main Street and Columbia Avenue. The station is 1.10 feet E of the nearest edge of the E curb of Columbia Avenue, and 4.10 feet S of the nearest edge of the S curb of Main Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”21 G, 1939", set in top of a 6- by 6- by 30-inoh conorete monument, flush with the surface. Plane coordinates (Pa. N Zone): x « 1,278,960.65 feet; y - 463,324.27 feet. ******* 22G (Greenville,Pa. Geod .S. ,1939)—Located at the SE oorner of the intersection of S Main Street and Second Avenue. The station is 10.65 feet E of the nearest edge of the E curb of Second Avenue, 15.85 feet S of the nearest edge of the S curb of Main Street, and 36.1 feet NW of the NW corner of house No.403 S Main Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”22 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which is 2 inches below the surface. Plane coordinates (Pa. N Zone): x « 1,280,662.39 feet; y * 463,742.06 feet. ******* 23G (Greenville,Pa.Geod.S.,1939)—Located on the E side of Second Avenue, near the angle point and between Chambers Street and Bessemer Street. The station is 10.90 feet E of the nearest edge of the E curb of Second Avenue and 35.25 feet SW of the SW corner of house No.32 Second Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”23 G, 1939", set in top of a 6- by 6- by 30-inoh conorete monument, flush with the surface. Plane coordinates (Pa. N Zone): x » 1,280,798.12 feet; y « 463,183.17 feet. ******* 24G (Greenville,Pa.Geod.S. ,1939)—Located at the intersection of Second Avenue and East Avenue. The station is on the S side of East Avenue and in approxi¬ mate line with the E line of Second Avenue and 26 feet S of the approximate center line of East Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”24 G, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrtides 4 inches above the surface. Plane coordinates (Pa. N Zone): x - 1,280,810.99 feet; y = 461,763.67 feet. ******* 25G (Greenville,Pa.Geod.S. 1939)—Located on the S side of Shady Avenue at a point about 1 block E of its intersection with Columbia Avenue, and in the NE corner of the lot occupied by house No.19. The station is O.93 foot S of the nearest edge of the S curb of Shady Avenue, 7.35 feet E of the NE corner of driveway leading into lot oocupied by house N0.I9, and 47*40 feet NE of the NE cor¬ ner of house No.19. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”25 G, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x « 1,279,861.87 feet; y=461,089.03 feet. ******* 26G (Greenville,Pa.Geod.S. ,1939)—Located in the approximate center line of Shady Avenue, and about 22 feet E of the approximate center line of Columbia Avenue. This station is a point on traverse between stations 19 G and 20 G, and is marked with a drill hole filled with lead with brass screw in center. Plane coordinates (Pa. N Zone): x « 1,279,3^4*42 feet; y * 461,106.94 feet. ******* ******* 19G (Greenville,Pa.Geod.S.,1939 )—Located on the E side of Columbia Avenue at its intersection with Stewart Avenue. The station is 4.80 feet E of the nearest edge of the E curb of Columbia Avenue, 46.75 feet SE of a fire hydrant which is locat¬ ed at the SW corner of the street intersection, and 40*9 feet SE of the nearest edge of a storm drain catch basin which is located at the NW corner of this street intersection. T 99-29 82 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Grove City, Pa, A sketch showing the relative location of stations in Grove City is shown on page G.C.-A (Grove City,Pa.Geod.S., 1939)— Temporary station marked with stake only. Plane coordinates (Pa, N Zone); x =* 1,360,959,90 feet; y = 367,230,27 feet. G.C.-B (Grove City,Pa,Geod,S,,1939)—Station is temporary. Marked with stake only. Plane coordinates (Pa, N Zone); x 3 1,359,910,07 feet; y = 367,052,06 feet. G.C.-C (Grove City,Pa,Geod,S,,1939)—Station is located in Grove City at the intersection of E Main Street and Liberty Street and is marked hy a punchmark In the N rim of sewer man¬ hole, which occupies the center of this intersection. Reference mark No,l is the center of fire hydrant at the SE corner of Intersection and reference mark No,2 is the traffic light signal on the N side of E Main Street, OBJECT DISTANCE G.C, 3-1 feet Spire, College Chapel R.M.No.l 31.25 R.M.No.2 14.56 Plane coordinates (Pa. N Zone): â–  368,804.91 feet. DIRECTION 0°00>00!f0 112 41 22 203 54 25 75 06 25 1,357,198.40 feet; G.C.-D (Grove City,Pa,Geod,S,,1939)—Station is located in Grove City E of the angle point on S Broad Street, 1 foot E of the E edge of sidewalk and N of the sidewalk leading to the Grove City College Building. Station is marked with a Pa. Coordinate System bronze tablet, stamped nG,C.-D,1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Por additional information see description of „G.C.-D OFFSET. Plane coordinates (Pa. N Zone): x =* 1,356,506.36 feet; y = 369,655.67 feet. G.C.-D OFFSET (Grove City,Pa.Geod.S. ,1939 )— Station is located in Grove City at the angle point on S Broad Street W of the main building of Grove City College, Station is marked with an Iron pin with punchmark in center and is one of the center line points of the borough of Grove City. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the W curb of Broad Street adjoin¬ ing the alley which leads W on Broad Street, Reference mark No.2 Is a drill hole filled with lead with brass screw in center and Is in the E curb of Broad Street and 8.27 feet S of pole No.42-8. For additional information see description of G.C.-D. OBJECT G.C. 2-1 R.M.No.l R.M.No.2 G.C.-D Plane coordinates y = 369,665.50 feet. (Pa. DISTANCE feet 20.76 17.74 28.74 N Zone): DIRECTION 0°00»00,.'0 279 03 40 ! 1,356,479.35 feet; G.C.-E (Grove City,Pa.Geod.S., 1939)—Station is located in Grove City at the point of intersection of curve of Broad Street at Erie Avenue. This point is identical with a Grove City Boro Survey point which previously marked this point. Original point consisted of a tack in a wooden stake. Original point was care¬ fully tied off and new station established. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-E,1939”, set In top of a 6- by 6- by 30-inch concrete monument, flush with the surface of the paving. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the W curb of Broad Street, 9.8 feet N of a street light pole. Reference mark No,2 is a drill hole filled with lead with brass screw in center and is in the sidewalk on the E side of Broad Street, 14 inches from light post. OBJECT DISTANCE DIRECTION G.C.-D OFFSET feet 0°00»00?0 R.M.No.l 17.22 103 15 40 R.M.No.2 25.69 283 28 40 Plane coordinates (Pa. N Zone): x =* 1,356,752.95 feet; y * 371,159.84 feet. G.C.-F (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on N Broad Street just S of Dale Avenue and across the street from house No,424. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-F,1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface and within 1 foot of the inside of the western edge of sidewalk and approximately in line with a fire hydrant and the offset station. For additional information see description of G.C.-F OFFSET. Plane coordinates (Pa. N Zone): x 53 1,357,941.70 feet; y * 372,599.16 feet. G.C.-F OFFSET (Grove City,Pa.Geod.S., 1939 )—Station is located in Grove City on N Broad Street in the vicinity of house No.424, which occupies the SE corner of the intersection of N Broad Street and Dale Avenue. Station is marked with a drill hole filled with lead with brass screw in center, flush with the pavement. Reference mark No.l is the center of valve stem of fire hydrant on the W side of Broad Street. Reference mark No.2 is a drill hole filled with lead with brass screw in center located in the SE curb of Broad Street. OBJECT G.C.-E R.M.No.l R.M.No.2 G.C.-F Plane coordinates (Pa, y a 372,582.93 feet. DISTANCE feet 19.32 12.88 28.00 N Zone): x * 1, DIRECTION 0°00» 00*10 85 12 50 265 02. 30 85 01 10 ,964.52 feet; G.C.-G (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City In the intersection of N Broad Street and State Highway 208. Station Is marked with a square headed lag screw set in a gal- vanized-iron expansion unit and Is flush with the surface of the pavement; a punchmark denotes center. Reference mark No.l Is the center of valve stem of fire hydrant on the W side of N Broad Street. Reference mark No.2 is a granite shaft about 3 Inches square, flush with the surface and located at the NW corner of the property owned by the S.G, Croft Memorial Works. This is an established survey point of the borough of Grove City, and there are two other points in this Intersection which are marked identically, one of them being 2.45 feet SE of the station used but no measurement was made to the other nor were there any angles taken from either. OBJECT G.C.-F OFFSET R.M.No.l (fire hyd.) R.M.No.2 (prop, cor.) SW cor. of Fairlawn store Plane coordinates (Pa, DISTANCE feet 29.35 36.18 DIRECTION 0°00*00?0 81 07 40 280 30 30 36.80 203 46 10 N Zone): x « 1,358,108.48 feet; y =* 372,998.28 feet. G.C.-H (Grove City, Pa.Geod.S. ,1939 )—Station is located In Grove City on State Highway 208 at a point 766 feet NE of its junction with N Broad Street and 21 feet SW of the SW corner of lot occupied by house No.309. Station is marked with an iron pin with punchmark in center driven flush with the surface and is 4.79 feet from a metal route marker. Reference mark is a nail In a 2-foot oak tree which is in the SW comer of the lot occupied by house No.309. OBJECT DISTANCE DIRECTION G.C.-G feet 0o00*00f.f0 R.M. 21.00 144 27 50 Plane coordinates (Pa. N Zone): x * 1,358,848.59 feet; y * 373,198.08 feet. G.C.-J (Grove City,Pa.Geod.S.,1939)—No description. Temporary point (stake). Plane coordinates (Pa. N Zone): x * 1,359,481.94 feet; y = 373,071.26 feet. â– JRHHHHH* G.C.-K (Grove City,Pa.Geod.S.,1939)—Station is located at the southern end of S Madison Street, 231 feet N of its junction with State Highway 58 and is marked with an iron pin with punchmark in center, In the approximate center line of road and is 1 foot below the surface. One reference mark Is a 2- by 3-inch oak stake driven in bank on the E side of roadway. The other reference mark is a nail driven in an 18-inch walnut tree which Is on the E side of roadway. OBJECT DISTANCE GROVE CITY MUNICIPAL WATER TANK (FINIAL) feet R.M. (stake) 15.0 R.M.(nail) 18.20 Plane coordinates (Pa. N Zone): x y = 367,582.14 feet. DIRECTION o°oo*oo*io 96 15 43 37 25 1,359,435.44 feet; G,C.-L (Grove City,Pa.Geod.S.,1939)—Station is located in the northern portion of Grove City on Route No.43077 known as "Mercer Road" at a point 700 feet US of its intersection with N Broad Street (State Highway 78). Station is marked with a square-headed lag screw set In a gal- vanized-iron expansion unit, all of which Is in a drill hole in the top stone of the NE wing wall of a bridge abutment. Center of lag screw is marked with punchmark and Is nearly flush with the surface, and is 1.72 feet E of the bridge railing. Plane coordinates (Pa. N Zone): x = 1,357,282.73 feet; y = 374,028.87 feet. G.C.-M (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the SW corner of lot No.104 which is between Hill Alley and Hill Avenue and is within a distance of 1 foot from the NW edge of the sidewalk along the NW side of Edgewood Street. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-M,1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. For additional information see description of G.C.-M OFFSET. Plane coordinates (Pa. N Zone): x =* 1,356,761.37 feet; y - 372,641.80 feet. G.C.-M OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on Edgewood Street at Hill Alley directly W of the lot occupied by house No.302 and 3.7 feet NW of center line of Edgewood Street. Station is marked with a square-headed lag screw set In a galvanized-iron expansion unit; mark is flush with the surface of the street and has punchmark in center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the SE curb of Edgewood Street and SW of the SW edge of driveway leading to a garage belonging to re3idents of house No.302. Reference mark No.2 Is a drill hole filled with lead with brass screw in the center and is in the NW curb of Edgewood Street. All angles and distances were measured from this point. (continued on p. 83) T 99-30 83 Grove City, Pa. continued G.C.-M OFFSET (continued) OBJECT G.C. 10-2 R.M.No.l R.M.No.2 G.C.-M Plane coordinatea (Pa, y 83 372,629*21 feet* DISTANCE feet 17.47 8*45 20 31 N Zone): x DIRECTION 0°00»00!T0 120 13 20 300 14 30 264 47 20 1,356,777*31 feet; hole in paving, the top of lag screw being flush with the surface of pavement, with punchmark denoting center. Reference marie is the center of the valve stem of a fire hydrant which is on the N side of Center Street. OBJECT . DISTANCE DIRECTION G.C. 18-3 feet 0°00'00?0 R.M. 31.37 31 30 30 Plane coordinates (Pa. N Zone): xs 1,355,858*51 feet; y ” 369,695*63 feet* , ******* G.C.-N (Grove City,Pa*Geod.S*,1939)--Station is located in Grove City at the extreme NE end of Kinder Avenue, 63*7 feet SW of the NW corner of the Wilson Lumber Company*s yard fence, 18.4 feet S of the S rail of a spur track leading into the lumber-¬ yard and 43.15 feet NE of the NE comer of Brown*s warehouse* Station is marked with a 3/4-inch iron pipe 2 feet long and is flush with the surface* Plane coordinates (Pa. N Zone): x * 1,355,312.35 feet; y * 371,284.07 feet. ******* G.C.-P (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the point of intersection of Kinder Avenue and College Avenue and is a survey point established by the borough of Grove City. Station is marked with a concrete monument with a 1-inch brass cylinder in center, both being flush with the surface of the street* Reference mark No*l is the SW corner of a building belonging to the Filer Bros. Reference mark No.2 is the center of the valve stem of the fire hydrant at the NE comer of the lot at the SW comer of the intersection. OBJECT G.C.-N R.M,No.l(Cor.Bldg.) R.M.No.2(Fire hyd.) G.C.-Q Plane coordinates (Pa, y = 371,087.45 feet. DISTANCE feet 41.00 29.61 N Zone): x DIRECTION 0°00«00!0 34 19 50 205 40 00 91 40 31.7 1,355,143.56 feet; ******* G.C.-Q (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of center line of College Avenue and Jackson Street and is a survey point established by the borough of Grove City. Station is marked with a concrete monument, a 1-inch brass cylinder in center, both being flush with the surface of the street. Plane coordinates (Pa. N Zone): x = 1,355,270.72 feet; y 33 370,971.66 feet. ******* G.C.-R (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the approximate center line of Stewart Avenue, 14.42 feet NW of the NW curb of Stewart Avenue and 27.8 feet SW of the center line of W Main Street. Station is marked with a square-headed lag screw set in gal- vanized-iron expansion unit, with punchmark in center and flush with the surface of the pavement. Station is a point on traverse between stations G.C. 12-2 and G.C. 13—2. Reference mark i3 the center of the valve stem of fire hydrant which is located on the corner due N of the intersection of Stewart Avenue and W Main Street. OBJECT DISTANCE DIRECTION G.C. 12-2 feet 0°00»00!J0 R.M. 48.80 63 24 40 Plane coordinates (Pa. N Zone): x * 1,355,171.09 feet; y s 370,533.51 feet. ******* G.C.-S (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City at the intersection of center lines of Stewart Street and W Poplar Avenue, this point being a survey point established by the borough of Grove City and is marked with an iron pin with punchmark in center, the top of which is flush with the surface of the pavement. Reference mark No.l is the center of the valve stem of a fire hydrant which is on the corner due E of the station. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the NW curb of Stewart Street and SW of Poplar Avenue. DISTANCE DIRECTION feet 0°00 *00*10 40.80 67 ll 40 32.91 247 06 40 OBJECT G.C.-R R.M.No.l R.M.No.2 Plane coordinates â–  370,281.78 feet. (Pa. N Zone): * 1,354,944.66 feet; ******* G.C.-T (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City at the intersection of center lines of W Poplar Avenue and Superior Street, and is marked with an iron pin with punchmark in center, the top of which is flush with the surface of the pave¬ ment. City, This is an established survey point of the Borough of Grove Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the curb NE of the lot occupying the southern corner of this intersection. Reference mark No.2 is the center of the valve stem of a fire hydrant on the NE side of W Poplar Avenue and N of the station. OBJECT DISTANCE DIRECTION G.C.-S feet 0°00»00?0 R.M.No.l 32.57 22 49 30 R.M.No.2(fire hyd.) 41.43 203 04 30 Plane coordinates (Pa. N Zone): x ** 1,354,676.63 feet; y 38 370,525.34 feet. ******* G.C.-TJ (Grove City,Pa.C-eod.S., 1939 )—Station is located in Grove City on S Center Street directly S of the Lincoln School, 56,9 feet SW of the SW comer of the William Cody service station. Station is marked with a square-headed lag screw set in a galvanized-iron expansion unit both of which are set in a drill G.C.-V (Grove City,Pa,Ceod.S., 1939)—Station is located in Grove City on Liberty Street, 180 feet SW of its intersection with E Main Street and at the point of intersection of curve. Station is marked with a brassf pin, with punchmark in center, flush with the surface of the pavement and is an established survey point of the Borough of Grove City. Plane coordinates (Pa. N Zone): x 83 1,357,106.26 feet; y 38 368,647.19 feet. ******* G.C.-W (Grove City,Pa.Geod.S. ,1939 )—Station is located in Grove City on Liberty Street within 1 foot of the W edge of side¬ walk along the W side of Liberty Street and in front of house No.458. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-W, 1939”, set in top of a 6- by 6- by 30-inch concrete monument flush with the surface. For additional information see description of G.C.-W OFFSET. Plane coordinates (Pa. N Zone): x 88 1,357,035.45 feet; y 88 367,912.71 feet. G.C.-W OFFSET (Grove City,Pa.Geod.S., 1939)—Station is located in Grove City at the point of intersection of the second curve on Liberty Street, S of its intersection with E Main Street. Station is marked with a brass pin, with punchmark in center, the top of which is flush with the surface of pavement and is an established survey point of the Borough of Grove City. Reference mark is the center of the valve stem of a fire hydrant which is on the W side of Liberty Street. For additional information see description of G.C.-W. OBJECT DISTANCE DIRECTION G.C.-V feet R.M. 41.40 G.C.-W Mon. 19.85 Plane coordinates (Pa. N Zone): y 88 367,912.26 feet. 0°00'0050 340 34 00.0 267 19 50 1,357,055.29 feet; G.C.-X (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the NW corner of the lot occupied by the Methodist Episcopal Church, within a distance of 1 foot of the inner apex of sidewalk. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-X, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. For additional information see description of G.C.-X OFFSET. OBJECT DISTANCE DIRECTION G.C. 33-7 feet 0°00»00!!0 G.C.-X OFFSET 37.90 222 22 10 Plane coordinates (Pa. N Zone): x 83 1,356,644.70 feet; y 38 370,404.83 feet. G.C.-X OFFSET (Grove City,Pa.Geod.S., 1939 )—Station is located in Grove City at the intersection of center lines of Pine and Broad Streets, and is marked with an iron pin with punchmark in center. This point is an established center line point of the borough of Grove City. For additional information see description of G.C.-X. OBJECT DISTANCE DIRECTION G.C.-E feet 0°00*0050 G.C.-X 37.90 128 41 40 Plane coordinates (Pa. N Zone): x * 1,356,619.86 feet; y 83 370,433.47 feet. ******* G.C.-Y (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the point of intersection of the third curve on Liberty Street, S of its intersection with E Main Street at lots occupied by houses No.463 and No.464. Station is marked with a brass pin, with punchmark in center, the top of which i°s flush with the surface of pavement and is an established survey point of the Borough of Grove City. Plane coordinates (Pa. N Zone): x 88 1,357,090.70 feet; y * 367,792.12 feet. G.C.-Z (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the western side of N Broad Street at its intersection with Lincoln Avenue, 5 feet W of the W curb of N Broad Street and directly E of house No.135. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C.-Z, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the approximate center of a traffic signal standard which is on the western side of N Broad Street. Reference mark No.2 is the approximate center of a street lamppost which is on the eastern side of N Broad Street. Distance from station to the NE comer of house No. 135 is 23.33 feet and to the lamppost to the S and on the W side of N Broad Street is 35.2 feet. DISTANCE DIRECTION feet 0°00*0020 23.84 189 03 50 OBJECT R.mIno.1(traf.slg.) R.M.No.2(street lamp¬ post) Plane coordinates (Pa. 88 371,427.23 feet. 40,86 N Zone): 254 61 40 1,356,953.09 feet; G.C. 1-1 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the southern entrance to the I.O.O.F. Home, 14.7 feet N of the center line of State Highway 58 and at the western end of & flower bed on the left (W) side of the entrance. (continued on p.8ij.) T 99-31 84 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Grove City, Pa. continued Grove City, Pa, Plane coordlnates (Pa, N Zone): x » 1,359,406*99 feet; y = 368,508.06 feet* G.C, 1-1 (continued) Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C* 1-1, 1939”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface of the lawn. Plane coordinates (Pa. N Zone): x *» 1,359,566*47 feet; y = 367,284.93 feet. G.C* 2-1 (Grove City,Pa.Geod.S., 1939)—Station is located in the SW corner of a large lot which occupies the NE corner of E Main Street and Memorial Avenue and belongs to Grove City College. Monument is 23.4 feet NE of center line of E Main Street and 53.2 feet NE of the fire hydrant at the SW corner of intersection and 1 foot N of Jbhe N edge of sidewalk. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 2-1, 1939", set in top of a 6- by 6- by 30-inch concrete monument, and is 0.2 foot below the surface. Plane coordinates (Pa. N Zone): x = 1,357,623.30 feet; y = 368,566«90 feet. G.C. 3-1 (Grove City,Pa.Geod.S.,1939)—Station is located in the front lawn of property belonging to W.J. Kelly, which is the first residential lot on the S side of E Main Street and E of S Broad Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 3-1, 1939", set in top of a 6- by 6- by 30-inch concrete monument, and is 0.1 foot below the surface. Reference mark No.l is a drill hole filled with lead with brass screw in walk leading to W.J. Kelly*s residence. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the S curb of E Main Street. OBJECT G.C.-"C" R.M.No.l R.M.No.2 Plane coordinates (Pa, y = 369,413.60 feet. DISTANCE feet 9.50 14.95 N Zone): x DIRECTION 0°00’00!!0 181 18 50 271 55 10 1,356,430.68 feet; G.C. 4-1 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the N side of State Highway 208 (North Avenue) at a point 1,300 feet NE of its junction with North Broad Street and directly across the road and N of the H.F. Buchanan home, 25 l/2 feet N by W of the center line of highway. Station is marked with a Pa. Coordinate System bronze tablfet, stamped "G.C. 4-1, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches. The reference mark is a cross chiseled in the top of a large boulder NW of the station. OBJECT DISTANCE DIRECTION G.C.-H feet 0°00«Q0*.*0 R.M. 24.30 61 33 00 Plane coordinates (Pa. N Zone): x =* 1,359,366.97 feet; y = 373,334.31 feet. G.C. 5-1 (Grove City,Pa.Geod.S.,1939)--"Station is located in Grove City at the NE corner of the intersection of N Madison Street and Opre Avenue, 28.9 feet E of the center line of N Madison Street and 20 feet N of the approximate center line of Opre Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 5-1, 1939", set in top of a 6- by S- by 30-inch concrete monument, which protrudes 6 inches above the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the extreme S end of the walk lead¬ ing from N Madison Street to the office of the Wendell August Forging Corporation. Reference mark No.2 is a nail in a 1-foot elm tree located on the N side of Opre Avenue. OBJECT , DISTANCE G.C. 6-1 feet R.M.No.l 63.06 R.M.No.2 3.22 GROVE CITY MUNICIPAL WATER TANK (FINIAL) Plane coordinates (Pa. N Zone): : y = 372,611.06 feet. DIRECTION 0°00'00*J'0 111 12 40 357 22 59 1,359,675.27 feet; G.C. 6-1 (Grove City,Pa.Geod.S.,1939)--Station is located In Grove City on the W side of Madison Street, 1 block S of Lincoln Avenue where the Bessemer Railroad tracks cross Madison Street. The station is 16.30 feet NE of the SE corner of a steel fence corner of the Cooper-Bessemer yards which are on the W side of Madison Street and 33.5 feet W of the SW corner of the Cooper- Bessemer yards on the E side of Madison Street,1 40.7 feet N of the N rail of the Bessemer Railroad tracks.and 25.4 feet S of the S rail of the Cooper-Bessemer yard tracks. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 6-1, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which Is 1 inch below th,e surface. OBJECT DISTANCE DIRECTION G.C. 5-1 0°00»00’10 GROVE CITY MUNICIPAL WATER TANK (FINIAL) 174 53 27 Plane coordinates (Pa. N Zone): x - 1,359,414.15 feet; y = 370,634.70 feet. G.C. 7-1 (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City on the W side of S Madison Street at ^the SE corner of the plot of ground occupied by the Grove City Municipal Water Tank, 18.7 feet W of the center line of S Madison Street and about 100 feet SE of the center of the discharge pipe of the water tank. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 7-1, 1939", set in top of a 6- by 6- by 30-inch concrete monument, and protrudes 6 inches. The OFFSET station which was used to establish this station has been lost. â– JHHHKHH* G.C. 8-2 (Grove City,Pa.Geod.S.,1939)—Station Is located in Grove City near the N borough line on N Broad Street at its inter¬ section with Route No.43077, known as "Mercer Road" and 64 feet N of the driveway leading into Woodland Cemetery. The station is on the E side of N Broad Street and W of the W cemetery fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 8-2, 1939", set in top of a 6- by 6- by 30-inch con¬ crete monument, which protrudes 4 inches above the surface. Reference mark No.l is the center of the valve stem of fire hydrant which Is on the W side of N Broad Street and S of Route No.43077. Reference mark No.2 is the NW comer of William Smith*s tomb¬ stone which Is in the Woodland cemetery SE of the station. OBJECT G.C.-G R.M.No.l(fire hyd.) R.M.No.2(tombstone corner) Plane coordinates (Pa, y = 373,689.32 feet. DISTANCE feet 36.70 DIRECTION 0°00» 00*50 61 51 50 15.95 306 14 N Zone): x = 1,357,916.73 feet; G.C. 9-2 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the NW quadrant of the park area at the Intersection of State Street and Hillcrest Avenue. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 9-2, 1939", set in top of a 6- by 6- by 30-inch con¬ crete monument, which is 2 inches below the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and Is on the N side of the fountain base which occupies the center of the park area. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the curb on the N side of the park area. y OBJECT G.C.-L R.M.No.l R.M.No.2 DISTANCE feet 41.15 28.35 Plane coordinates (Pa. N Zone): 373,133.22 feet. x DIRECTION o°oo*oo'.'o 186 14 30 351 48 40 1,357,287.31 feet; G.C. 10-2 (Grove City,Pa.Geod.S.,1939)--Station is located In Grove City on Edgewood Street on the SE side of the street, 13.7 feet NE of the NE edge of walk leading into the house occupy- ing lot No.320 and is within 1 foot of the SE edge of sidewalk along Edgewood Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 10-2, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which Is 1 inch below surface. Reference mark is a drill hole filled with lead with brass screw in center and is in the SE curb of Edgewood Street. OBJECT DISTANCE DIRECTION G.C. 9-2 feet 0°00»00?0 R.M. 16.50 248 09 50 Plane coordinates (Pa. N Zone): x = 1,356,960.92 feet; y = 372,822.67 feet. G.C. 11-2 (Grove City,Pa.Geod.S,,1939)—Station is located in Grove City on the SW side of Erie Avenue, at the extreme SV/ end of Edgewood Street, 7.59 feet SW of the SW curb of Erie Avenue, 66.14 feet S of the SW corner of the Elliott Brothers Building, 63.85 feet SW of the SW corner of the building owned by the Grove City Brass and Bronze Company and 43.94 feet N of the N rail of the B.& L.E. Railroad tracks. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 11-2, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 1 inch above the surface. OBJECT DIRECTION G.C.-M OFFSET 0°00'0020 Flag pole, Science Bldg. on Grove City College 91 20 48.3 Plane coordinates (Pa. N Zone): x » 1,355,710.23 feet; y * 371,345.65 feet. G.C. 12-2 (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City on the SW side of W Main Street at Kinder Avenue and is 14.78 feet SW of the SW curb of W Main Street and In the NE corner of the lot occupied by house No.502. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 12-2, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of the valve stem of fire hydrant which is NE of Main Street and SW of Kinder Avenue. OBJECT DISTANCE DIRECTION G.C.-P feet 0°00*0020 R.M.No.l 52.15 24 25 10.0 Plane coordinates (Pa. N Zone): x * 1,354,881.00 feet; y » 370,797.36 feet. â– ii'iHHKHH* G.C. 13-2 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the extreme S corner of the lot occupied by the Lincoln Public School Building and at the inside apex of sidewalks. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 13-2, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface of sidewalk. Station mark is 68.75 feet from the nearest corner of the school building. Reference mark is the center of the valve stem of fire hydrant which is across the street and NE of the station. OBJECT DISTANCE DIRECTION G.C. 3-1 feet 0°00'00!!0 R.M. 44.50 267 07 50 Plane coordinates (Pa. N Zone): x — 1,355,972.97 feet; y = 369,804.14 feet. T 99-32 85 Grove City, Pa. continued G*C. 14-3 (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City at the intersection of W Poplar Avenue and Spring Street and is in the northern corner of the lot which Is due S of the street intersection. Station is marked with a Pa, Coordinate System bronze tablet, stamped "G.C, 14-3, 1939% set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Monument is 10,9 feet SW of the SW curb of W Poplar Avenue, andvis 7,45 feet from a water valve cover. Reference mark is the center of the valve stem of a fire hydrant which is on the SE side of Spring Street and SW of W Poplar Avenue, OBJECT ~ DISTANCE DIRECTION G,C.-T feet 0°00»0020 R.M.No.l 13.05 148 20 10 Plane coordinates (Pai N Zone): x =* 1,354,454*34 feet; y « 370,693,94 feet. â– JHHfr-SBttH* G.C. 15-3 (Grove City,Pa,Geod,S,,1939)—Station is located in Grove City on the W side of Columbia Avenue and approximately half¬ way between Spring and Superior Streets and is 13,75 feet W of the W curb of Columbia Avenue, Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 15-3, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which is 2 inche3 below the surface. Reference marks No.l and No.2 are drill holes filled with lead with brass screws in centers, both of which are in the W curb of Columbia Avenue, OBJECT DISTANCE DIRECTION G. C. 14-3 feet 0°00»00 ’.'0 R.M.No.l 21.25 102 02 20 R.M.No.2 22.25 358 32 50 Plane coordinates (Pav N Zone): x = 1,353,450,25 feet; y ** 369,601.26 feet. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C, 22-4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Por further information see description of G.C. 22-4 OFFSET. Plane coordinates (Pa. N Zone): x = 1,360,181,67 feet; y = 370,894.91 feet. G.C. 22-4 OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of Lincoln Avenue, Forrest Drive, and Terrace Avenue. Station is marked with a square-headed lag screw in a galva- nized-iron expansion unit both of which are set in a drill hole in paving, flush with the surface of the street, with punchmark de¬ noting the center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the N curb of Lincoln Avenue. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the E curb of Paris Avenue just S of the S curb of Lincoln Avenue. For further information see description of G.C. 22-4. OBJECT DISTANCE DIRECTION G.C. 21-4 OFFSET feet R.M.No.l 18.03 R.M.No.2 42.58 G.C. 22-4 „ 34.04 Plane coordinates (Pa. N Zone): * 370,889.38 feet. 0°00«00?0 74 40 30 331 54 40 90 07 18.3 1,360,148.08 feet; G.C. 23-4 (Grove City,Pa.Geod.S., 1939)— Station is located in Grove City at E Washington Boulevard and Lincoln Avenue and in the NE corner of a lot belonging to Mrs. Ruth Albright. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 23-4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. For further information see description of G.C. 23-4 OFFSET. Plane coordinates (Pa. N Zone): « 1,361,243.43 feet; y « 370,686.33 feet. G.C. 16-3 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of Columbia Avenue and S Center Street and is 25,3 feet N of the center line of Center Street, and 25.7 feet W of the center line of Columbia Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 16-3, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x =* 1,353,397.67 feet; y « 368,832.64 feet. G.C. 17-3 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the N side of S Center Street, and at an angle point in the sidewalk at the lot occupied by house No.713. Station is within 1 foot of the N edge of sidewalk and 15.35 feet E of the steps for house No.713. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 17-3, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the ground. Reference mark No.l is the center of the valve stem of a fire hydrant which is on the N side of Center Street. OBJECT DISTANCE DIRECTION G.C. 16-3 feet 0°00»00?0 R.M.No.l 78.75 180 51 00 Plane coordinates (Pa. N Zone): x * 1,354,158.75 feet; y « 369,117.86 feet. G.C. 18-3 (Grove City,Pa,Geod.S.,1939)--Station is located in Grove City on the N side of S Center Street, just W of Tidball Avenue and in the SV/ corner of the lot occupied by house No,603, 24.75 feet S of the SW corner of house No,603, and 22.6 feet N of the center line of S Center Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 18-3, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface of the lawn and is within 1 foot of the N edge of the sidewalk. Plane coordinates (Pa. N Zone): x a 1,354,961.76 feet; y = 369,556.47 feet. G.C. 21-4 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the SW corner of the intersection of Lincoln Avenue and Madison Street within 1 foot of the inside comer of sidewalks at the NE corner of the Cooper-Bessemer scrap yard. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 21-4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. For further information see description of G.C. 21-4 OFFSET. Plane coordinates (Pa. N Zone): x = 1,359,440.44 feet; y * 370,974.21 feet. G.C. 21-4 OFFSET (Grove City,Pa.Geod.S. ,1939 )—Station is located in Grove City at the intersection of Lincoln Avenue and Madison Street, 9 feet W of the sewqr manhole. Station is marked with a square-headed lag screw set in a galvanized-iron expansion unit both of which are set in a drill hole in paving, the top of,lag screw being flush with the surface of the pavement with punchmark denoting the center. Reference mark No.l is the ceiiter of the valve stem of a fire hydrant which is in the NW comer of the intersection. Reference mark No.2 is a punchmark and cross in the catch basin grill at the NE corner of the intersection. For further information see description of G.C. 21-4. OBJECT DISTANCE DIRECTION G.C. 20-5 OFFSET feet 0°00»00'J0 R.M.No.l 27.38 57 28 40 R.M.No.2 31.36 142 08 00 G.C. 21-4 30.32 307 23 38 Plane coordinates (Pa. N Zone): x * 1,359,462.39 feet; y =* 371,000.86 feet. G.C. 22-4 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the SE comer of a lot belonging to D.W. Clithro which is at the intersection of Lincoln Avenue and Forrest Drive. G.C. 23-4 OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the SW portion of the intersection of E Washington Boulevard and Lincoln Avenue, 14 l/2 feet W of the center line of E Washington Boulevard. Station Is marked with an Iron pin with punchmark In center, driven in the paving and top is flush with the surface of the street. Reference mark No.l is the center of the valve stem of the fire hydrant at the NE corner of this street intersection. Reference mark No.2 is a punchmark and cross in the rim of sewer manhole. For further information see description of G.C OBJECT DISTANCE G.C. 24-4 feet G.C. 23-4 Mon. 31.76 R.M.No.l 48.33 R.M.No.2 14.51 . 23-4 DIRECTION 0°00'0C20 191 07 48.3 28 06 25.0 81 58 50 Plane coordinates (Pa. N Zone): x = 1,361,263.49 feet; y » 370,710.96 feet. !â–  G.C. 24-4 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the E side of E Washington Boulevard approximately 250 feet S of Its Intersection with Woodland Drive and is 3.51 feet E of the E curb of E Washington Boulevard. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 24-4, 1939", set In top of a 6- by 6- by 30-inch concrete monument, which protrudes 2 Inches above the surface. Reference mark No.l Is the center of the valve stem of a fire hydrant which is on the E side of E Washington Boulevard. Reference mark No,2 is a lamppost on the W side of E Washington Boulevard. OBJECT G.C. 25-4 R.M.No.l(fire hyd.) R.M.No.2(lamppost) Plane coordinates (Pa, y = 371,135.37 feet. DISTANCE feet 16.64 39.28 DIRECTION 0°00»00'.,0 16 53 40 225 02 40 N Zone): x - 1,361,489.43 feet; G.C. 25-4 (Grove City,Pa.Geod.S.,1939)—Station Is located in Grove City on E Washington Boulevard at the western end of the lot occupied by house No.430, 12.13 feet E of the center line of E Washington Boulevard, 1.17 feet E of the E curb and 74.43 feet SW of the NW corner of house No.430. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 25-4, 1939", set In top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark Is a light post on the W side of E Washington Boulevard. OBJECT DISTANCE DIRECTION G.C. 26-4 feet 0°00'00U0 Lamppost 32.08 298 48 00 Plane coordinates (Pa. N Zone): x = 1,361,560.93 feet; y = 372,387.08 feet. *â– *•«■**-}£"* G.C. 26-4 (Grove City,Pa.Geod.S.,1939)—Station is located in the NE portion of Grove City on the E side of Forrest Drive at its Intersection with Aetna Street (an unused ash road leading SE on Forrest Drive), Station is in the NY/ comer of Lot No.137 of the Lincoln Land Company, and 51 feet E of the approximate center line of Forrest Drive. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 26-4, 1939", set In top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,360,859.50 feet; y = 372,504.72 feet. G.C. 27-4 (Grove City,Pa.Geod.S.,1939)—Station is located in the NE portion of Grove City on the E side of Forrest Drive N of Woodland Drive and in the approximate NW corner of a lot belonging to Fred Flthian. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 27-4, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface, (continued on p. 86) T 99-33 86 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Grove City, Pa. continued G.C* 27-4 (continued) Reference mark No.l is road from the station* Reference mark No*2 is station* OBJECT G.C. 28-4 R.M.No.l R.M.No.2 Plane coordinates (Pa. y * 371,843.68 feet. a nail in an 8-inch oak tree across a nail in a 1-inch oak tree E of the DISTANCE feet 38.11 17.32 N Zone)t x =* 1, DIRECTION 0o00»0C»l0 75 05 00 265 45 40 >.826.76 feet} G.C. 28-4 (Grove City,Pa.Geod.S.,1939)—Station is located in the NE portion of Grove City on the E side of Forrest Drive be¬ tween Woodland Drive and Bessemer Avenue, 12 feet N of the drive¬ way leading to the residence of E.C. Meyers. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 28-4, 1938”, set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark is a nail in blaze on a 12-inch ash tree across road from station. OBJECT DISTANCE DIRECTION G.C. 22-4 OFFSET feet 0°00»00?0 R.M. 26.91 57 59 40 Plane coordinates (Pa. N Zone): x ** 1,360,609.26 feet} y * 371,377.68 feet. G.C. 19-5 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the S side of Lincoln Avenue and a short distance W of the W line of Monroe Street and is within 1 foot of the S edge of the sidewalk along Lincoln Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 19-5, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. For further information see description of G.C. 19-5 OFFSET. Plane coordinates (ra. N Zone): x - 1,357,645.55 feet} y - 371,270.67 feet. G.C. 19-5 OFFSET (Grove City,Pa.Geod.S.,1939 )—Station is located in Grove City at the SW corner of the intersection of Lincoln Avenue and Monroe Street, and is marked with a square- headed lag screw set in a galvan!zed-iron expansion unit both of which are set in a drill hols in paving, the top of lag screw being flush with the surface of the pavement with punchmark de¬ noting center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the N curb of Lincoln Avenue and S of house No.141. Reference mark No.2 is the center of the valve stem of a fire hydrant located at the NE comer of the intersection of Monroe Street and Lincoln Avenue. For further information see description of G.C. 19-5. OBJECT DISTANCE DIRECTION G.C.-Z feet 0°00»0050 G.C. 19-5 24.01 269 12 38.3 R.M.No.l 26.35 48 8 40 R.M.No.2 67.47 158 24 40 Plane coordinates (Pa. N Zone): x « 1,357,649.72 feet} y » 371,294.31 feet. G.C. 20-5 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the SW corner of the intersection of Lincoln Avenue and Harvard Street and is at the inside corner of the side¬ walk intersection and within 1 foot thereof. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 20-5, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. For further information see description of G.C. 20-5 OFFSET, Plane coordinates (Pa. N Zone): x = 1,358,319.30 feet} y * 371,160.20 feet. G.C. 20-5 OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City in the SW portion of the intersection of Lincoln Avenue and Harvard Street, and is marked with a square- headed lag screw set in a galvanized-iron expansion unit; both of which are set in a drill hole in paving, the top of lag screw being flush with the surface of the pavement with punchmark denoting center. Reference mark No.l is the center of the valve stem of a fire hydrant at the NW corner of Lincoln Avenue and Harvard Street. Reference mark No.2 is a punchmark and cross in the catch basin grill at the NE corner of this intersection. Reference mark No.3 is a punchmark and cross in the catch basin grill at the BE corner of,, this intersection. For further information see description of G.C. 20-5. OBJECT DISTANCE DIRECTION G.C. 19-5 OFFSET feet 0°00'00'i0 R.M.No.l 26.05 R.M.No.2 46.83 R.M.No.3 42.85 G.C. 20-5 Mon. 23.99 Plane coordinates (Pa. N Zone): x y » 371,184.00 feet. 69 50 00 144 50 30 201 39 30 267 50 23 1,358,322.29 feet} •i G.C. 29-6 (Grove City,Pa.Geod.S. ,1939 )—Station is located in Grove City on the W side of Bluff Street between Woodland Avenue and Pine Alley. Station is marked with a standard Pa. Coordinate System bronze tablet, stamped "G.C. 29-6, 1939", cemented in drill hole in the concrete walk. Reference mark is a punchmark and cross in rim of sewer man¬ hole. OBJECT G.C. 30-6 R.M. Plane coordinates y * 371,687.49 feet. DISTANCE feet 24.43 (Pa. N Zone)} DIRECTION 0°00»00’J0 348 15 20 1,358,384.00 feet} Grove City, Pa. G.C. 30-6 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the E side of Bluff Street and between Opre Avenue and the first alley S of Opre Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 30-6, 1939", set in top a 6- by 6- by 30-inch concrete monument, which protrades 2 inches above the surface and is about 2 feet W of the fence line along the E side of Bluff Street. Plane coordinates (Pa.N Zone): x - 1,358,810,41 feet} y = 372,324.36 feet. â– SHHBl-SHHf- G.C. 31-6 (Grove City,Pa.Geod.S., 1939)—Station is located in Grove City on Riverside Avenue, on the E side of the street, 10.33 feet W of the NW comer of the steps belonging to house No.612. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 31-6, 1939", set In top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark is a punchmark and cross in the center of a valve inlet cover. OBJECT DISTANCE DIRECTION G.C. 32-6 feet 0°00'00!I0 R.M. 40.88 346 59 30 Plane coordinates (Pa, N Zone): x = 1,358,839,06 feet} y = 372,736.59 feet. G.C. 32-6 (Grove City,Pa.Geod.S.,1939)--Station is located in Grove City on the N side of North Street, 53.33 feet NE of the NE abutment of bridge spanlng Wolf Creek and 38.62 feet from the NE comer of the porch of house No. 138, Station Is marked with an iron pin l/2 inch In diameter and 1 foot long with punchmark in center, the top of which Is driven flush with the surface of the roadway. Plane coordinates (Pa. N Zone): x = 1,358,666.50 feet} y * 373,146.78 feet. 4HHHHHHt- G.C. 33-7 (Grove City,Pa.Geod,S.,1939)—Station is located in Grove City on the S side of E Pine Avenue within 1 foot of the S edge of the sidewalk and 21.27 feet SE of the SE comer of porch of house No. 142. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 33-7, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference marks No.l and No.2 are drill holes filled with lead with brass screws In centers and are in the S curb of E Pine Avenue. OBJECT DISTANCE G.C.-X OFFSET feet R.M.No.l 17.67 R.M.No.2 28.96 Plane coordinates (Pa. N Zone): : y = 370,328.91 feet. DIRECTION 0°00»00'J0 41 54 10 152 48 50 1,357,292.00 feet} •JHHfr-**** G.C. 34-7 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of E Pine Avenue and Harvard Street and 56.59 feet W of the SW corner of house No.144. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 34-7, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of the valve stem of a fire hydrant which Is at the NW. comer of Pine Avenue and Harvard Street. Reference mark No.2 is a punchmark and cross in the nearest rim of sewer manhole which is located at the intersection of center line of streets. Another reference mark is a punchmark and cross in the catch basin grill E of the station. OBJECT G.C. 33-7 R.M.No.l R.M.No.2 Plane coordinates (Pa, DISTANCE feet 52.96 26.80 N Zone): x DIRECTION 0°00*00,j0 50 41 30 84 12 20 1,358,227.23 feet; y « 370,215.82 feet. G.C. 35-7 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the N side of Pine Avenue at Hlckory Street, 41,18 feet from the SE corner of House No.319. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 35-7, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Station is within 1 foot of the N edge of the sidewalk along Pine Avenue. Reference mark Is a drill hole filled with lead, with brass screw in center and is In the concrete portion of a catch basin at the SE corner of Pine Avenue and Hickory Street. OBJECT DISTANCE DIRECTION G.C. 34-7 feet 0°00'00?0 R.M. 30.02 263 45 20 Plane coordinates (Pa. N Zone): x = 1,358,520.12 feet} y = 370,088.35 feet. â– fc-JKHHHH* G.C. 36-7 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the SE corner of Pine Avenue and Madison Street, 25 feet SE of the sewer manhole at the center of street intersection. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 36-7, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which -protrudes 6 inches above the surface. For additional information see description of G.C. 36-7 OFFSET. Plane coordinates (Pa. N Zone): x = 1,359,432,60 feet} y = 370,027.85 feet. G.C. 36-7 OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of Pine Avenue and Madison Street and 4.2 feet SE of the nearest rim of sewer manhole and Is marked with an iron pin with punchmark in center, flush with the surface of the ground. For further information see description of G.C. 36-7. OBJECT DISTANCE DIRECTION G.C. 35-7 feet 0°00»00?0 G.C. 36-7 Mon. 20.92 22 16 43 Plane coordinates (Pa. N Zone): x — 1,359,417.36 feet; y = 370,042.18 feet. T 99-34 87 Grove City, Pa. continued G.C. 37-8 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of Pine Avenue and W Washington Boulevard and is in the SW corner of a lot occupied by house No. 102 and distant 23.7 feet from its SW corner and at the inside apex of sidewalk and within 1 foot thereof. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 37-8, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Por further information see description of G.C. 37-8 OFFSET. Plane coordinates (Pa. N Zone): x =* 1,360,286.22 feet; = 369,947.06 feet. G.C. 37-8 OFFSET (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City at the intersection of Pine Avenue and W Washington Boulevard and is marked with an iron pin l/2 inch in diameter and 1 foot long with punchmark in center of top and is on the N side of the street and 22.25 feet S of G.C. 37-8. For further information see description of G.C. 37-8. OBJECT DISTANCE DIRECTION G.C. 36-7 OFFSET feet O^O'OOV'O G.C. 37-8 22.25 83 31 53 Plane coordinates (Pa. N Zone): x =» 1,360,292.85 feet; y â–  369,969.26 feet. 4HHKHKH* G.C. 38-8 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the S side of Pine Avenue at a point approxi¬ mately 150 feet E of its intersection with E Washington Boulevard, Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 38-8, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. For further information see description of G.C. 38-8 OFFSET. Plane coordinates (Pa. N Zone): x = 1,361,095.17 feet; y 55 369,833.01 feet. G.C. 38-8 OFFSET (Grove City,Pa.Geod.S.,1939)—Station Is located in Grove City on Pine Avenue at a point 160 feet W of its intersection with Washington Boulevard. Station is located at a high spot on the road and is marked with a 2- by 3- by 12-inch wooden stake with tack and is 2 inches below the surface of the roadway. Reference mark is the center of the valve stem of a fire hydrant at the NE corner of the intersection of E Washington Boulevard and Pine Avenue. For further information see description of G.C. 38-8. OBJECT DISTANCE DIRECTION G.C. 37-8 OFFSET feet 0*00»0070 R.M. fire plug 162.70 166 27 30 G.C. 38-8 Mon. 17.95 268 58 32 Plane coordinates (Pa. N Zone): x = 1,361,097.47 feet; y - 369,850.81 feet. G.C. 43-9 (Grove City,Pa.Geod,S.,1939)~-Station is located in Grove City on the western side of Harvard Avenue and 97.34 feet N of the N curb of Park Street and 8.61 feet W of the W curb of Harvard Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 43-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the western curb of Harvard Avenue, ard is 8.61 feet distant from station. Reference mark No.2 is a cross chiseled in the N curb of Park Street, and Is 97.34 feet distant from station. Plane coordinates (Pa. N Zone): x - 1,358,265.92 feet; y « 370,745.52 feet. 3-shhkhh* G.C. 44-10 (Grove City,Pa.Geod.S.,1939)—Station is located in Grove City on the vacant property belonging to the B.& L.E. Railroad and is 300 feet W of the depot and approximately midway between Erie Avenue and Blair Street, 192 feet SE of the SE corner of the Pa. National Guard Armory and 80.4 feet from the NE corner of the C.& M. garage. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 44-10, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 6 inches above the surface. Plane coordinates (Pa. N Zone): x - 1,356,207.31 feet; y = 371,143.17 feet. G.C. 39-8 (Grove City,Pa.Geod.S.,1939)—Station is located just outside the borough limits of Grove Gity on the S side of Pine Avenue extension and on the E side of a driveway leading into Sweitzer*3 farm, 15.5 feet E of the center line of drive and 15 feet S of the center line of Pine Avenue extension. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 39-8, 1939", set In top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Plane coordinates (Pa. N Zone): x = 1,361,748.05 feet; y = 369,778.33 feet. â– iHKHHttt* G.C. 39-3 INTERMEDIATE (Grove City,Pa.Geod.S.,1939)—Tempo¬ rary point stake only. Plane coordinates (Pa. N Zone): x = 1,361,749.14 feet; y * 370,220.39 feet. G.C. 40-8 (Grove City, Pa.Geod.S., 1939)— Station is located in Grove City at the extreme E end of Lincoln Avenue, on the N side of the street and 6.58 feet S of the last fence post of a N- S fence and 128.4 feet NE of the NE corner of house No*812 and 23 feet N of the approximate center line of Lincoln Avenue. Station is marked with a Pa. Coordinate System bronze tablet, stamped."G.C. 40-8, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 4 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,361,787.17 feet; y « 370,653.08 feet. •iKKKtiHH* G.C. 40-8 INTERMEDIATE (Grove City,Pa.Geod.S.,1939)--StatIon is temporary point only. Plane coordinates (Pa. N Zone): x = 1,361,565.16 feet; y = 370,677.44 feet. G.C. 41-9 (Grove City,Pa.Geod.S.,1939)—Station is located In Grove City on the property belonging to Doctor E.J. Fithian and is 17.8 fest S of the old Grove City Municipal V/ater Tank. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 41-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 5 inches above the surface. Plane coordinates (Pa. N Zone): x = 1,360,449.01 feet; y » 372,546.10 feet. G.C. 42-9 (Grove City,Pa.Geod.S.,1939)--Station Is located in Grove City on the N side of a lane which leads E from Madison Street at the Wendell August Forge and Foundry Company. Station is in the fence line on the N 3ide of road, 62.5 feet W of the fence corner and 20.6 feet N of the S right-of-way fence line. Station is marked with a Pa. Coordinate System bronze tablet, stamped "G.C. 42-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which protrudes 3 inches above the surface. Plane coordinates (Pa, N Zone): x - 1,359,973.47 feet; y * 372,610.84 feet. T 99-35 88 UNITED STATES COAST AMD GEODETIC SUEVBT AMD STATE SUETST Seoond-order Traverse Mercer, Pa. A (Mercer,Pa,,Pa,Geod.S. ,1939)—Looated on East Market Street between McKinley Avenue and the bridge spanning Otter Creek. Station is 2.4 feet E of the E rail of the center track of three, 31.1 feet W of the W rail of the most easterly track, 116.2 feet S of the SW corner of the railroad bridge abutment, and 48.2 feet S of the SE corner of the base of a railway signal bell. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes the center. Plane coordinates (Pa. N Zone): x = 1,318,969.14 feet: y - 395,638.51 feet. ******* N 30 (Mercer,Pa.,Pa.Geod. S. ,1939)—Located approximately 1,250 feet NE of traverse station A, on E side of railway and on right- of-way, about 150 feet NW of Otter Creek. Station is a temporary point, marked by a stake. Plane coordinates (Pa. N Zone): x » 1,319,797.19 feet: y = 396,569.84 feet. ******* B (Mercer,Pa. ,Pa.Geod.S. ,1939)—Located at the approximate intersection of center lines of East Market Street and Kamerer Street. Station is 35.4 feet SE of the SE corner of a concrete re- taining wall for property occupied by house No. 545, 99.4 feet SW of the SW corner of building No. 559 East Market Street, and 18.8 feet due W of the rim of a sewer manhole. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Plane coordinates (Pa. N Zone): x « 1,318,342.27 feet; y = 395,729.93 feet. ******* C (Mercer,Pa.,Pa.Geod.S. ,1939)—Located at the approximate intersection of center lines of East Market Street and State Route 58. Station is 46.8 feet N of the NE corner of the Fairlawn store, 39.35 feet NE of the center of a valve stem of a fire hydrant, and 51.4 feet S of the SE corner of building No. 505 East Market Street. Station is marked with a square-headed lag sorew in a galvan- ized-iron expansion unit set in a drill hole in the pavement, the top being 0.1 foot above the surface. Punchmark denotes center. Plane coordinates (Pa. N Zone): x « 1,317,879.97 feet; y « 395,836.43 feet. ******* D (Mercer,Pa.,Pa.Geod.S.,1939)—Looated at the approximate intersection of center lines of State Route 58 and Butler Street. Station is 33.07 feet S of the nearest rim of a sewer manhole which is located at the approximate center line of Butler Street, 17.5 feet SW of the SW corner of an iron storm drain grill, and approximately 35 feet NE of the nearest corner of the curb portion of another storm drain grill which is located on the S ourb of Butler Street. Station is marked with a square-headed lag screw in a galvan¬ ized-iron expansion unit, set in the briok pavement, the top being 0.05 foot below the surface. Punchmark denotes the center. This point is not the true oenter# of street and is merely intended as a random control point for’further detail work within the Borough. Plane coordinates (Pa. N Zone): x » 1,318,206.43 feet; y * 395,511.65 feet. ******* E (Mercer,Pa.,Pa.Geod.S.,1939)—Located in the approximate center line of State Route 58 at a point approximately 90 feet NW of its intersecotion with Beaver Street. The station is ll feet SE of the most southeasterly rail of the Pennsylvania Railroad traoks, 9 feet SW of the NE edge of the concrete pavement, 58.38 feet W of the W corner of a feed mill foundation, 84.27 feet NW of the NW corner of a oonorete highway culvert head wall, and 9 feet NE of the SW edge of the concrete paving. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit set in a drill hole in the pavement, the head of lag screw having been broken off in setting and punchmark put in remaining portion thereof. This point is not the true center of street and is merely intended as a random control point for further detail work within the Borough. Plane coordinates (Pa. N Zone): x » 1,318,560.85 feet; y * 395,164.04 feet. ******* F (Mercer,Pa.,Pa.Geod.S.,1939)—Located in the center line of State Route 58 at a point approximately 360 feet NW of the S Borough line of Mercer. Station is 31.3 feet SW of a nail in an 18-inch maple tree, 148.65 feet NW of the NW corner of a highway culvert head wall, 56.5 feet N of a power pole guy wire anchor. The station is set in the expansion seam or center line of the concrete pavement, and is marked with a square-headed lag screw in a galvanized-iron expansion unit, the top being flush with the surface. Punchmark denotes the center. Plane coordinates (Pa. N Zone): x » 1,319,456.03 feet; y « 394,153.20 feet. ******* G (Mercer,Pa.,Pa.Geod.S.,1938)—Located on East Market Street at a point directly S of the entrance of the Mercer Silk Mills. Station is 54.3 feet S by E of the SW corner of the Mercer Silk Mills, 12.8 feet S of a lead plug with brass screw in center which is in the N curb of East Market Street, and 12.72 feet N of a similar mark in the S curb of East Market Street. Station is marked with a square-headed lag screw in a galvan¬ ized-iron expansion unit, set in drill hole in the briok pavement, the top being flush with the surface. Punchmark denotes the oenter. This point is not the true center of street and is merely intended as a random control point for' further detail work within the Borough. Plane coordinates (Pa. N Zone): x » 1,317,066.73 feet; y - 396,024.54 feet. ******* E (Mercer,Pa.,Pa.Geod.S. ,1939)—Located in the approximate center line of East Market Street directly S of the oenter of a driveway between houses No. 321 and 329. The station is 15.39 feet SE of the street edge of the corner curbstone nearest to house No. 321, 13.72 feet S by W from street edge of the corner curbstone nearest to house No. 329, and 13.09 feet W of street edge of S curb of East Market Street# Station is marked with a drill hole filled with lead with brass screw in oenter and is flush with the surface of the briok paving. This point is not the true oenter of street and. is merely intended as a random control point for further detail work within the Borough. Plane coordinates (Pa. N Zone): x - 1,316,822.79 feet; y - 396,064*88 feet. ******* J (Meroer,Fa. ,Pa.Geod.S. ,1939)—Located at the approximate intersection of oenter lines of East Market Street and East Alley and is 17.29 feet, 17.00 feet, 16.85 feet, and 16.85 feet distant from the NW, NE, SE, and SW street edges of the corner curbstones respectively. Station is marked with a square-headed lag screw in a galvan¬ ized-iron expansion unit, set in a drill hole in the briok pavement the top being flush with the surface. Punchmark denotes the center This point is not the true center of street and is merely intended as a random control point for further detail work within the Borough. Plane coordinates (Pa. N Zone): x « 1,316,547.14 feet; y « 396,080.42 feet. ******* K (Mercer,Pa.,Pa.Geod.S.,1939)—Looated at the intersection of approximate center lines of East Market Street and Cherry Alley. The station is 17.78 feet SE of the nearest rim of a sewer manhole which is located at the NW corner of the street intersec¬ tion, 51.8 feet NW of the NW corner of porch belonging to house No. 126, and 47.8 feet N by E of the NE corner of the foundation of house No. 122 East Market Street* Station is marked with a square-headed lag screw in a galvan¬ ized-iron expansion unit, set in a drill hole in the brick pavement the top being flush with the surfaoe. Punchmark denotes the center This point is not the true center of street and is merely intended as a random control point for further detail work within the Borough. Plane coordinates (Pa. N Zone): x - 1,315,963.15 feet; y - 396,092.86 feet. ******* L (Meroer,Pa.,Pa.Geod.S. ,1939)—Located at the approximate intersection of center lines of Pitt Street and East Market Street. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Puncbmark denotes center. Reference mark No.l is the center of a valve stem of a fire hydrant looated at the NE corner of the street intersection. Reference mark No.2 is the point of an artillery shell which is located just E of the war memorial statue. All angles and distances on the main traverse line were taken from this point. For further detail see description of L OFFSET. OBJECT DISTANCE G-9 feet Water tank, finial, Reznor Mfg. Co. R.M.No.l (fire hydrant) 49.15 R.M.No.2 (shell pt.) L OFFSET 40.72 Plane coordinates (Pa. N Zone): x - 396,099.19 feet. DIRECTION 0«00*00?0 270 38 20 216 ll 50 91 13 00 124 01 50 1,315,662.48 feet; L OFFSET (Mercer,Pa. ,Pa*Geod.S. ,1939)—Located 8 inohes N of the N edge of the sidewalk leading from the E entrance of the Courthouse toward the Soldier*s Memorial Monument. Station is marked with a Pa. Coordinate System bronze tablet, stamped "L OFFSET, 1939", set in top of a 6- by 6- by 30-inoh con¬ crete monument which isl inch below the surfaoe. All angles and distanoes on the main traverse line were measured from station L. For further detail see description thereof. Plane coordinates (Pa. N Zone): x « 1,315,629.10 feet; y - 396,122.51 feet. ******* M (Mercer,Pa.,Pa.Geod.S.,1939)—Located in the approximate center of the intersection of South Erie and South Streets. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill iiole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in oenter, and is in the culvert head wall at the NW corner of the street intersection. Reference mark No.2 is marked the same as No.l and is in the sidewalk at the NE corner of the street intersection. All angles and distanoes on the main traverse line were measured from this point. For further detail see description of _ M OFFSET. OBJECT G—9 R.M.No.l R.M.No.2 M OFFSET DISTANCE feet 36.55 45.31 51.41 Plane coordinates (Pa. NZone): 394,651.05 feet. DIRECTION 0°00*00?0 240 48 50 318 46 30 222 07 40 1,315,078.52 feet; M OFFSET (Meroer,Pa.,Pa.Geod.S.,1939)—Located in the SE cor¬ ner of- the lot occupying the NW corner of the intersection of South Erie Street and South Street and 13 feet N of a 2-foot maple tree. (continued on p.89) T 99-36 89 Mercer, Pa. continued M OFFSET (continued) Station is marked with a Pa. Coordinate System bronze tablet, stamped "M OFFSET, 1939”, set in top of a 6- by 6- by 30-inch con¬ crete monument which is 6 inches below the surface. All angles and distances on the main traverse line were measured from station M. For further detail see description there¬ of^ * Plane coordinates (Pa. N Zone): x * 1,315,040.81 feet; y « 394,685.99 feet. ******* N (Mercer ,Pa. ,Pa.Geod.S. ,1939)—Located at the approximate center of the intersection of North Erie and North Diamond Streets. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in center, rnd is in the W ourb of North Erie Street. Reference mark No.2 is marked the same- as No.l and is in the curb at the SE corner of curb intersections of the E curb of Erie Street and the S ourb of North Diamond Street. OBJECT* DISTANCE M feet R. M. No.l 37.45 R.M.No.2 37.11 Plane coordinates (Pa. NZone): y â–  396,238.81 feet. DIRECTION 0*00*0070 129 13. 309 26 1,315,100.06 feet; ******* P. (Mercer,Pa.,Pa,Geod.S. ,1939)—Located in the approximate center of the intersection of North Erie Street and Venango Street. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is the NE corner of a gas pump foundation which is located at the SW corner of the street intersection. Reference mark No.2 is the center of a valve stem of a fire hydrant which is located at the NE corner of the street intersec¬ tion. OBJECT DISTANCE N feet R.M.No.l 55.55 R.M.No.2 28.25 Plane coordinates (Pa. N Zone): y « 396,701.03 feet. DIRECTION 0*00*0070 43 .35 235 31 x - 1,315,108.57 feet; ******* Q, (Mercer,Pa.,Pa.Geod.S. ,1939)—Looated in the approximate center of the street intersection of Erie Street and West Market Street. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the concrete pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the E curb of Erie Street, N of the N edge of walk leading to the Courthouse. Reference mark No.2 is marked the same as No.l and is in the W curb of Erie Street just S of the corner. All angles and distances on the main traverse line were taken from this point. For further detail see description of station Q, OFFSET. y This station is a point on traverse OBJECT DISTANCE M feet R.M.No.l 21.33 R.M.No.2 40.47 Q, OFFSET 23.20 Plane coordinates (Pa. N Zone): x « . 396,109.88 feet. between stations M and P. DIRECTION 0*00*0070 228 05 30 48 06 00 279 36 00 1,315,098.31 feet; Q OFFSET (Mercer,Pa.,Pa.Geod.S.,1939)—Located at the inside corner of the intersection of sidewalk along the E side of Erie Street with the sidewalk leading into the W Courthouse entrance. Station is marked with a Pa. Coordinate System bronze tablet, stamped "Q OFFSET, 1939**, set in top of a 6- by 6- by 30-inoh con¬ crete monument which is flush with the surface-of the sidewalk. All angles and distances on the main traverse line were measured from station Q. For further details see description thereof. Plane coordinates (Pa. N Zone): x « 1,315,121.18 feet; y - 396,113.75 feet. R (P.O.T.) (Mercer,Pa.,Pa.Geod.S.,1939)—Located at the approximate intersection of center lines of West Market Street and Sassafras Alley. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is located at the corner of the curbs at the SE corner of the street intersection. Reference mark No.2 is marked the same as No.l and is located at the corner of the curbs at the NW corner of the street inter¬ section. This station is a point on traverse between stations R and Q. OBJECT DISTANCE Q feet R.M.No.l 18.82 R.M.No.2 18.67 Plane coordinates (Pa. NZone): - 396,122.37 feet. DIRECTION 0*00*0070 64 35. 244 41 1,314,218.34 feet4 ******* R (Meroer,Pa.,Pa.Geod.S. ,1939)—Located in the approximate center line of West Market Street at a point 92 feet W of Sassafras Alley. Station is marked with a drill hole filled with lead with brass screw in center and is in the pavement, flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the S curb of West Market Street. N 7 Reference mark No.2 is marked the same as No.l and is in the curb of West Market Street. OBJECT DISTANCE Q feet R.M.No.l 16.34 R.M.No.2 17.20 Plane coordinates (Pa. N Zone): x » - 396,123.69 feet. DIRECTION 0*00*0070 89 .28 269 27 1,314,126.24 feet; ******* S (Mercer,Pa. ,Pa.Geod,S. ,1939)—Looated at the approximate intersection of center lines of West Alley and West Market Street, the former known as Maple Street. Station Is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark Np.l is a drill hole filled with lead with brass screw in center and is in the curb at the SW corner of the street intersection. Reference mark No.2 is the center of a valve stem of a fire hydrant which is located at the NE corner of the street Intersec¬ tion. OBJECT R (P.O.T.) R.M.No.l R.M.No.2 Plane coordinates (Pa, y - 396,140.75 feet. DISTANCE feet 20.00 26.82 N Zone): x = DIRECTION 0*00*0070 126 03. 306 ll 1,313,945.24 feet; T (WEST MARKET STREET) (Mercer,Pa.,Pa.Geod.S. ,1939)—Located in the approximate intersection of center lines of West Market Street and Shenango Street. Station is marked with a square-headed lag screw in a gaivan- ized-iron expansion unit, set in a drill hole in the pavement, the top being flush with the surface. Punchmark denotes center. Reference mark No.l is a drill hole filled with lead with brass screw in center and is at the corner of curbs at.the NW corner of the street intersection. Reference mark No.2 is marked the same as No.l and is at the oorner of curbs at the SE corner of the street intersection. NOTE.—The designation above of West Market Street at the name of station is to differentiate this station from another of like name which is looated on Otter Street. OBJECT DISTANCE DIRECTION Q feet 0*00*0070 R.M.No.l 28.08 46.52 00.0 R.M.No.2 23.06 226 51 Plane coordinates (Pa. N Zone): x * 1,314,511.21 feet; y « 396,118.19 feet. ******* T (OTTER STREET) (Mercer,Pa.,Pa.Geod.S. ,1939)—Located near the NE oorner of the intersection of South Alley and Otter Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "T, 1939", set in top of a 6- by 6- by 30-inch oonorete monument which protrudes 10 inohes above the surface. All angles and distances on the main traverse line were measured from an offset station which was only temporarily marked with a hub. Plane coordinates (Pa. N Zone): x â–  1,316,250.43 feet; y - 394,642.03 feet. T OFFSET (OTTER STREET) (Meroer,Pa.,Pa.Geod.S.,1939)—No de¬ scription. Temporary point only. OBJECT DISTANCE DIRECTION G-9 feet 0*00*0070 T-OTTER STREET 13.18 137.36 30. Plane coordinates (Pa. N Zone): x « 1,316,240.54 feet; y - 394,633.32 feet. ******* U (Mercer,Pa.,Pa.Geod.S.,1939)—Located at the NW corner of the intersection of Butler and Otter Streets, 33.4 feet N of the approximate center line of Butler Street, and 22.4 feet W of the approximate center line of Otter Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "U, 1939", set in top of a 6- by 6- by 30-inoh concrete monument which is flush with the surface. Plane coordinates (Pa. N Zone): x â–  1,316,221.03 feet; y - 395,557.11 feet. ******* V (Mercer,Pa.,Pa.Geod.S. ,1939)—Looated on the inside oorner of the sidewalk at the intersection of East Market and Otter Streets. Station is 25.2 feet E of the NE corner of porch belonging to house No. 146, 29.2 feet S of the approximate center line of East Market Street, and 17.5 feet W of the approximate center line of Otter Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "V, 1939", set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Plane coordinates (Pa. N Zone): x - 1,316,235.00 feet; y - 396,058.42 feet. ******* W (Meroer,Pa.,Pa.Geod.S.,1939)—Located on the inside oorner of the sidewalk at the SE corner of the intersection of Venango Street and North Otter Street, 61.10 feet E of the NE corner of residence belonging to Mrs. Graoe Orr, and 22.3 feet NW of the NW corner of the residence of Joe Junkins. Station is marked with a Pa. Coordinate System bronze tablet, stamped "W, 1939", set in top of a 6- by 6- by 30-inch concrete monument, which is flush with the surface. Plane coordinates (Pa. N Zone): x - 1,316,292.13 feet; y - 396,653.71 feet. ******* X (Meroer,Pa.,Pa.Geod.S. ,1939)—Located in the approximate center of the intersection of North Otter Street and North Alley, this intersection not being entirely used for roadway. Station is 43.4 feet N of the oenter of a fire hydrant, 50.9 feet N by E of the NE corner of Helen McGar*s residence (house No. 239) and 6.32 feet W of the NW corner of a gas meter box. (continued on p.90) T 100-1 90 UNITED STATES. COAST AMD GEODETIC SURVEY ADD STATE SURVEY Second-order Traversa Mercer. Pa. continued X (continued) Station is marked with a Pa. Coordinate System bronze tablet, stamped "X, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inohes above the surfaoe. Plane coordinates (Pa. N Zone): x = 1,316,249.95 feet; y - 397,240.72 feet. ******* 1-M (Mercer,Pa. ,Pa.Geod.S. ,1940)—Located on the W side of West Alley (Maple Street) at its intersection with Venango Street. Station is on the inside corner of the sidewalk and in the yard belonging to Mr. Sarver. It is 7.6 feet N of an 8-inch sycamore tree, 22.5 feet S of an 18-inch maple tree, and 47.63 feet W of a fire hydrant which is located at the SE corner of the street intersection. Station is marked with a Pa. Coordinate System bronze tablet, stamped "1-M, 1940", set in top of a 6- by 6- by 30-inoh concrete monument, which is flush with the surface. OBJECT DISTANCE DIRECTION BL feet 0°00 *0070 Fire hydrant 47.63 100 ll 00 Plane coordinates (Pa. N Zone): x ** 1,313,932.96 feet; y - 396,717.18 feet. ******* 2-M (Mercer,Pa.,Pa.Good.S. ,1940)—Looated at the NW corner of the intersection of Butler Street and West Alley (Maple Street). Station is 9.6 feet NE of a 16-inch double-boled maple tree, 64.47 feet W of the SW oorner of the Brown residence which occupies the lot at the NE corner of the street intersection, and 12.2 feet N of a telephone pole. Station is marked with a Pa. Coordinate System bronze tablet, stamped "2-M, 1940", set in top of a 6- by 6- by 30-inoh concrete monument which is flush with the surfaoe. OBJECT DISTANCE DIRECTION S feet 0*00*0070 SW oor. of Brown residence 64.47 63 55 00 Plane coordinates (Pa. N Zone): x = 1,313,908.94 feet; y - 395,597.76 feet. ******* 3-M (Mercer,Pa.,Pa.Geod.S.,1940)—Located at the NW oorner of the intersection of Shenango and Butler Streets. Station is on the inside oorner of the sidewalk in the SE corner of the lot ownsd by V. Anderson, 30.6 feet SE of the SE corner of foundation of Anderson*s house, 28.1 feet W of the center line of Shenango Street, and 56.60 feet N of the center of a valve stem of a fire hydrant which is located at the SW corner of the street intersection. Station is marked with an iron pipe,.2 inches in diameter and 1 foot long, filled with concrete with bronze pin in center and is flush with the surface of the ground. OBJECT DISTANCE DIRECTION 2-M feet 0®00*0070 Fire hydrant 56.60 263 33 40 Plane coordinates (Pa. N Zone): x « 1,314,472,14 feet; y - 395,584.72 feet. ******* 4-M (Mercer,Pa.,Pa.Geod.S.,1940)—Located at the NE corner of the intersection of Venango and Shenango Streets, in the parkway between sidewalk and curb of Venango Street. Station is,27.1 feet SW of the SW corner of house No. 244 Venango Street, 23.2 feet N of the approximate center line of Venango Street, and 62.00 feet NE of a fire hydrant which is loca¬ ted at the SW corner of this street intersection. Station is marked with a Pa. Coordinate System bronze tablet, stamped "4-M, 1940", set in top of a 6- by 6- by 30-inoh concrete monument which is flush with surface. OBJECT DISTANCE DIRECTION 5-M feet 0*00*0070 Fire hydrant 62.00 234 .32 20 Plane coordinates (Pa. N Zone): x « 1,314,542.97 feet; y â– = 396,736.54 feet. 5-M (Mercer,Pa.,Pa.Geod.S. ,1940)—Located at the SW corner of the intersection of Shenango Street and North Alley on the inside of sidewalk along Shenango Street. Station is 63.68 feet S of the SE corner of the MoCullough residence (house No. 302 North Alley), 57.24 feet SW of a nail in an old stump, and 29.24 feet E of a nail in a blaze on a 12-inch maple tree. Station is marked with a Pa. Coordinate System bronze tablet, stamped "5-M, 1940", set in top of a 6- by 6- by 30-inoh concrete monument which protrudes 2 inches above the surface. OBJECT DISTANCE BL feet SE cor. of house No. 302 63.68 Nail in blaze on 12-inoh maple tree 29.24 Plane coordinates (Pa. N Zone): y - 397,253.21 feet. DIRECTION 0*00*0070 7612 354•28 1,314,482.94 feet; ******* 6-M (Meroer,Pa.,Pa.Geod.S.,1940)—Looated at the SW corner of the intersection of Shenango and Beaver Streets. Station is W of the sidewalk along the W sid© of Shenango Street, 42.20 feet N of the NE corner of house No. 300, 51.02 feet S of a fire hydrant which is located on the W side of Shenango, N of Beaver Street, and 27.4 feet W of the approximate center line of Shenango Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "6-M, 1940", set in top of a 6- by 6- by 30-inch concrete monument, which is.flush with the surface. OBJECT DISTANCE DIRECTION 3-M feet 0*00*0070 Fire hydrant 51.02 11.58 Plane coordinates (Pa. N Zone): x » 1,314,459.96 feet; y = 394,949.30 feet. Meroer. Pa. 7-M (Mercer,Pa.,Pa.Geod.S.,1940)—Looated at the SE corner of the intersection of South Shenango Street and South Alley, approxi¬ mately in line with the N line of the J. Alleah residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "7-M; 1940", set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. OBJECT DISTANCE DIRECTION 6-M feet 0*00*0070 NW cor. of J. Alleah residence 65.65 113 34 Plane coordinates (Pa. N Zone): x « 1,314,512.99 feet; y = 394,639.55 feet. ******* 7-M INTERMEDIATE (Mercer,Pa.,Pa.Geod.S. ,1940)—Temporary point only. No description. Station marked with a stake. Plane coordinates (Pa. N Zone): x = 1,314,706.37 feet; y - 394,675.58 feet. ******* ******* T 100-2 91 UNITED STAIES COAST AND GEODETIC SUBVEY AND STATE SUHVEr Second-order Traverse Mercer Boro Boundary BL OFFSET (Mercer Boro,Pa.Geod.S.,1939)—Located at the NE corner of the intersection of North Alley and West Alley, in the SW corner of a vacant lot about 1 foot NE of the corner fenoe post. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL OFFSET, 1939", set in top of a 6- by 6- by 30-inch concrete.monument which protrudes 6 inohes above the surface. All angles and distanoes on the main traverse line were measured from a point called BL. For further detail see descrip¬ tion thereof. Plane coordinates (Pa. N Zone): x = 1,313,983.73 feet: y - 397,303.27 feet. BL-4 (Mercer Boro.Pa.Geod.S. ,1939)—Located in the center line of Forker Street (u.S. Routes 19 and 62) at a point 1,021 feet NE of its junotion with the Greenville Road (State Route 58) and is in very dose proximity to the Boro corner near this point. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in drill hole in the pavement, top of which is flush with the surface. Punchmark denotes the center. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x - 1,315,461.62 feet; y « 398,230.10 feet. ******* BL-6 (Mercer Boro,Pa.Geod.S.,1939)—No description. Tempor¬ arily marked with an iron pin. Plane coordinates (Pa. N Zone):'x « 1,316,590.08 feet; y - 398,966.08 feet. BL (Mercer Boro,Pa.Geod.S.,1938)—Located in very close proximity to the intersection of center lines of North Alley and West Alley. Station is marked with a square-headed lag screw in a galvan- ized-iron -expansion unit, set in drill hole in the pavement, the top of which being flush with the surfaoe. Punchmark denotes the center. All angles and distances on the main traverse line were taken from this point. For further detail see description of BL OFFSET. OBJECT DISTANCE DIRECTION M-9 feet 0°00’0070 BL OFFSET 31.31 322 00 40 Plane coordinates (Pa. N Zone): x * 1,313,958.68 feet; y - 397,284.49 feet. ******* BL-1 OFFSET (Mercer Boro,Pa.Geod.S.,1939)—located near the NW corner of the outlot occupying the space N ot North Alley and W of West Alley extension and is on the N side of its N bound- ary fence and about 18 feet E of the corner. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-1 OFFSET, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 0.3 foot above the surfaoe. This station was plaoed as a point on traverse between sta- tions BL-1 and BL-2 both of which were marked with temporary stakes only; hence this point is merely a random control point for the Boro line. Station BL-1, distant 19.97 feet. Plane coordinates (Pa. N Zone): x « 1,313,982.61 feet; y - 397,704.31 feet. BL-1 (Mercer Boro,Pa.Geod.S.,1939)—No description. Tempor¬ arily marked with an iron pin. Plane coordinates (Pa. N Zone): x « 1,313,962.64 feet; y - 397,704.50 feet. ******* BL-2 OFFSET (Mercer Boro,Pa.Geod.S.,1939)—Located near the NE corner of the outlot occupying the space N of North Alley and W of West Alley extension and is 1 l/2 feet NE of the corner fence post. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-2 OFFSET, 1939", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 0.2 foot above the surface. All angles and distanoes on the main traverse line were meas¬ ured from BL-2, 8.665 feet distant, which was only temporarily marked with a wooden stake. Plane coordinates (Pa. N Zone): x « 1,314,492.58 feet; y - 397,694.80 feet. BL-2 (Mercer Boro,Pa.Geod.S.,1939)—No description. Tempor¬ arily marked with an iron pin. Plane coordinates (Pa. N Zone): x * 1,314,499.96 feet; y - 397,699.34 feet. ******* BL-3 (Mercer Boro,Pa.Geod.S.,1939)—Located at a point about 580 feet N by W from the NE corner of outlot No.5 and in close proximity to the SW corner of the first lot outside the Boro limits, this lot fronting on the Greenville Road. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-3, 1939", set in top of a 6- by 6- by 30-inch concrete monument.which protrudes 6 inohes above the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x « 1,314,323.24 feet; y = 398,251.05 feet. ******* BL-7 (Mercer Boro,Pa.Geod.S.,1939)—Point was removed. Plane coordinates (Pa. NZone): x â–  1,316,565.63 feet; y - 397,843.79 feet. ******* BL-8 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No description.. Plane coordinates (Pa. N Zone): x » 1,316,763.38 feet: y - 397,835.42 feet. ******* BLt9 (Mercer Boro,Pa.Geod.S. ,1939)—Located on the E side of Home Street, near the SE corner of the Fairgrounds enclosure, in line with and across the road from the Fairgrounds S fence line. Station is approximately 25 feet E of the center line of Home Street and 43,9 feet E of the fence corner post. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-9, 1939", set in top of a 6- by 6- by 30-inch concrete monument which is 1-foot below the surface. Plane coordinates (Pa. N Zone): x = 1,318,135.21 feet; y - 397,776.63 feet. ******* BL-10 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x » 1,313,346.68 feet; y - 396,444.53 feet. ******* BL-11 (Mercer Boro,Pa.Geod.S.,1939)—Located on the extension of Butler Street and at the W Boro line. The station is on the bank at the N edge of the roadway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-11, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the offset necessary for true line. Plane coordinates (Pa. N Zone): x * 1,313,445.36 feet; y - 395,593.06 feet. ******* BL-12 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane ooordinates (Pa. N Zone): x = 1,313,368.15 feet; y * 394,675.27 feet. ******* EL-13 (Mercer Boro,Pa.Geod.S.,1939)—Located in very close proximity to the SW corner of the Boro of Mercer and is reached from the intersection of Shenango Street and South Alley by going S on Shenango Street for about 300 feet, thence W on a private lane for 1,100 feet to a farmhouse. The station, in the cultivated field to the S, is 284.1 feet SE of the SE corner of the residence mentioned above. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-13, 1939", set in top of a 6- by 6- by 30-inch concrete monument,which is 1 foot below the surface. Reference mark No.l is a 6- by 6- by 30-inch concrete post located on the N side of the roadway, on the E side of a fenoe leading N from the road, and protrudes 6 inches. Reference mark No.2 is a nail in a blaze on a 10-inch hickory tree which is located NE of the station on the S side of the lane mentioned above. This point is on the Meroer Boro random line and more detailed work is necessary to determine the true corner. OBJECT DISTANCE DIRECTION Courthouse dome feet 0*00*0070 R.M.No.l 251.32 31615 R.M.No.2 (nail in blaze) 288.75 351 29 Plane coordinates (Pa. N Zone): x « 1,313,349.48 feet; y - 394,108.56 feet. ******* BL-14 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x â–  1,316,403.67 feet; y - 394,048.62 feet. ******* BL-15 (Meroer Boro,Pa.Geod.S. ,1939)—Located on the Mercer- Grove City Road (State Route 58) at the S Boro line. The station is on the NE side of the roadway, about 20 feet E of a metal Boro boundary marker. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-15, 1938", set in top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surfaoe. This point is on the Mercer Boro random line and more detailed work is necessary to determine the offset necessary for true line. Plane coordinates (Pa. N Zone): x » 1,319,771.56 feet; y - 393,980.03 feet. ******* ******* T 100-3 92 Mercer Boro Boundary. continued BL-16 (Mercer Boro,Pa.Geod.S.,1939)—Located in very close proximity to the SE corner of the Boro of Mercer and is reaohed via the New Grove City Road (State Route 58), at its intersection with the S Boro line by going E approximately 850 feet. The sta¬ tion is in an uncultivated field. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-16, 1939", set in top of a 6- by 6- by 30-inch con¬ crete monument which is 0.3 foot below the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x * 1,320,614.30 feet; y - 393,961.20 feet. ******* BL-17 (Mercer Boro,Pa.Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x * 1,320,629.45 feet; y » 394,696.00 feet. ******* BL-18 (Mercer Boro,Pa.Geod.S.,1939)—Located at East Market Street and E Boro line, in the approximate center line of the township road leading N at this point. The station is 26.8 feet N of the approximate center line of East Market Street, and 31.9 feet SE of the SE corner of the J. Christine residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-18, 1938", set in top of a 6- by 6- by 30-inoh con¬ crete monument whioh is 6 inches below the surfaoe. Reference mark is a 6- by 6- by 3Q~inch concrete post and is on the E side of the township road and N of East Market Street. This point is on the Meroer Boro random line and more detailed work is necessary to determine the offset necessary for true line. OBJECT DISTANCE DIRECTION BL-19 feet 0“00'00?0 R.M. 17.70 9807 SE corner of house M#31.9 315 44 Plane coordinates (Pa. N Zone): x - 1,320,648.07 feet; y = 395,543.09 feet. ******* BL-19 (Mercer Boro,Pa.Geod.S. ,1939)—Located in very dose proximity to the NE corner of the Boro of Meroer, in the approximate center line of the roadway along the E Boro line, at a point ap¬ proximately 1250 feet N of its junction with East Market Street. The station is in the ramp of the roadway crossing the Pennsylvania Railroad track and is at right angle and 28.5 feet distant to the SE rail. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-19, 1939", set in top of a 6- by 6- by 30-inoh concrete monument whioh is 3 inches below the surfaoe. Reference mark is a 6- by 6- by 40-inch concrete monument with arrow pointing towards station and is SW of the station and approx¬ imately on the railway right-of-way line. This mark protrudes 0.4 foot. This point is on the Meroer Boro random line and more detailed work is necessary to determine the true corner. OBJECT BL-18 R.M. DISTANCE feet 42.31 DIRECTION 0*00*0070 27 05 30 Water tank, Reznor Mfg. Company 34 26 Plane coordinates (Pa. N Zone): x - 1,320,675.06 feet; y - 396,797.68 feet. BL-20 (Mercer Boro,Pa,Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x - 1,320,025.76 feet; y - 396,781.56 feet. ******* BL-21 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x « 1,319,696.81 feet; y - 396,846.14 feet. ******* BL-22 (Meroer Boro,Pa.Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x « 1,319,362.71 feet; y - 396,926.04 feet. BL-23 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer.- Plane coordinates (Pa. N Zone): x ** 1,318,859.65 feet; y * 396,822.33 feet. ******* BL-24 (Mercer Boro,Pa.Geod.S.,1939)—Located about 600 feet W of the center line of McKinley Avenue, and in line with the S boundary line fence of the Mercer Cottage Hospital. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-24, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which protrudes 6 inches above the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x « 1,318,720.52 feet; y - 396,808.12 feet. ******* BL-25 (Mercer Boro,Pa.Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Meroer. Plane coordinates (Pa. N Zone): x - 1,318,735.66 feet; y - 396,956.67 feet. ******* HL-26 (Mercer Boro,Pa.Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Meroer. Plane coordinates (Pa. N Zone): x » 1,318,755.05 feet; y - 397,594.20 feet. ******* BL-27 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x - 1,318,588.99 feet; y - 397,890.78 feet. ******* BL-28 (Mercer Boro,Pa.Geod.S. ,1939)—Temporary point only. Lost. No measurement s taken. ******* BL-29 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x = 1,318,134.70 feet; y - 397,562.68 feet. ******* T 100-4 93 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traverse Mercer Boro Boundary, continued BL-30 (Mercer Boro,Pa.Geod.S. ,1939)—Looated in the approxi¬ mate center line of West Market Street at the W Boro line. Station is marked with a square-headed lag screw in a galvan- ized-iron expansion unit, set in drill hole in the pavement, the top of which being flush with the surface. Punchmark denotes cen¬ ter. Reference mark No.l is a metal boro line marker. Reference mark No.2 is a drill hole filled with lead with brass screw in center and is in the N curb of West Market Street. This point is on the Mercer Boro random line and more detailed work is necessary to determine the offset necessary for true line. OBJECT DISTANCE DIRECTION S feet 0°00'00?0 R.M.No.l 18.07 57 10 R.M.No.2 13.78 283 04 Plane coordinates (Pa. N Zone): x â–  1,313,364.92 feet; y - 396,286.70 feet. Mercer Boro Boundary EL-33 (Mercer Boro,Pa.Geod.S.,1939)—Located on property belonging to the Mercer Fairgrounds in approximate line with the extension of Otter Street and 845 feet S of the center line of Oakland Road. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-33, 1939", set in the top of a 6- by 6- by 30-inch concrete .monument, which protrudes 6 inches above the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x - 1,316,330.34 feet; y - 398,133.86 feet. ******* BL-34 (Meroer Boro,Pa.Geod.S. ,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x - 1,318,098.40 feet* y - 398,100.83 feet.- BL-31 (Mercer Boro,Pa.Geod.S.,1939)—Temporary point only. No further detail work was done in trying to establish boundaries in the Boro of Mercer. Plane coordinates (Pa. N Zone): x - 1,315,091.36 feet; y = 398,232.88 feet. ******* BL-32 OFFSET (Mercer Boro,Pa.Geod.S.,1939)—Looated on the S side of the Oakland Road (Fairgrounds Road) at a point about 637 feet E of its junction with U.S. Route 19 and is about 35 feet S of the center line of the roadway. Station is marked with a Pa. Coordinate System bronze tablet, stamped "BL-32 OFFSET, 1939", set in the top of a 6- by 6- by 30- inch concrete monument, which protrudes 6 inches above the surface. This point is on the Mercer Boro random line and more detailed work is necessary to determine the true corner. Plane coordinates (Pa. N Zone): x - 1,316,347.80 feet; . y » 398,942.80 feet. BL-32 (Mercer Boro,Pa.Geod.S.,1939)—No description. Temporary point only. Plane coordinates (Pa. N Zone): x » 1,316,348.25 feet; y « 398,968.96 feet. M e rcer ti k Goto T St- Bdj Kt. 4-3093 ******* T 100-5 94 UNITED STATES COAST AND GEODETIC SURVEY AND STATE SURVEY Second-order Traversa Sharon, Pa. 8S (Sharon,Pa.Geod.S*,1939)--Station is located on the S side of State Street at its intersection with Buhl Boulevard. The station is 8 inches S of the S edge of curb, 28.49 feet E of the center line of steps leading to house No.1450, and 2.85 feet E of the E edge of curb of driveway leading into the W.H. Wray Paint Shop. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”8 S, 193911, set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface• Reference mark is the center of the valve stem of a fire hydrant which is located at the NE corner of street intersec¬ tion. OBJECT DISTANCE DIRECTION 3 S feet 0°00.*Q02() R.H. (fire hyd.) 73.25 288 35*00 Plane coordinates (Pa. N Zone) x = 1,248,482.29 feet; y = 400,396.43 feet. 9S (Sharon,Pa.Geod.S., 1939)—Located on the N side of State Street, between Porker and Buhl Boulevard. The station is 7.81 feet W of the W edge of driveway for the lot occupied by house No.1289 and 5 inches N of the N curb of E State Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped "9 S, 1939", set in top of a 6- by 6- by 30-Inch concrete monument which Is flush with the surface* Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the S curb of E State Street, directly N of house No.1300. Reference mark No.2 is a drill hole filled with lead with brass screw in center and Is in the S curb of E State Street, directly N of house No.1304. OBJECT DISTANCE DIRECTION 8 S feet 0°00*00 R.M .No.l 56.91 35 25 40 R.M.No.2 65.79 144 29 10 Plane coordinates (Pa. N Zone) x = 1,247,648.73 feet; y = 400,440.87 feet. 10S (Sharon,Pa.Geod.S.,1939)--Located on the S side of E State Street at its intersection with Case Avenue. The station Is 9 feet S of the S curb of E State Stree,t, 41 feet W of the walk leading to house. No.1018, and 4.40 feet W of the center of a sewer manhole• Station Is marked with a Pa. Coordinate System bronze tablet, stamped ”10 S, 1939”, set in top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Reference mark No.l is a drill hole filled with lead with brass screw in center and is in the curb at the NW corner of street Intersection. Reference mark No.2 is a drill hols filled with lead with brass screw in center and is in the curb at the NE corner of street intersection. OBJECT DISTANCE DIRECTION 9 S feet 0°00»00':0 R.M.No.l 45.35 245 50 50 R.M.No.2 44.39 301 48 20 Plane coordinates (Pa. N Zone) x = 1,246,214.95 feet; y = 400,411.53 feet. 11S (Sharon,Pa.Geod.S.,1939)--Located on the S side of E State Street at Brady Court, in the NW corner of the C.H. Buhl Hospital grounds. The station Is at the inside corner of sidewalks, 10 feet S of the S curb of E State Street, and 17.41 feet E of the E curb of Brady Court. Station is marked with a Pa. Coordinate System bronze tablet, stamped "ll S, 1939", set In the top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Plane coordinates (Pa. N Zone) x = 1,244,680.14 feet; y = 400,442.85 feet. 12S (Sharon,Pa.Geod.S.,1939)--LoCated at the SW corner of the intersection of E State Street and S Oakland Avenue. The station is at the inside corner of sidewalks, at the NE corner of the lot occupied by house No.530, 9.30 feet S of the S curb of E State Street, and 6.15 feet W of the W curb of S Oakland Avenue. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "12 S, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which Is flush with the surface. Plane coordinates (Pa. N Zone) x = 1,243,853.86 feet; y = 400,457.20 feet. 13S (Sharon,Pa.Geod.S., 1939)— Located on the N side of E State Street between Forker Place and S Oakland Avenue. The station is 25.35 feet E of the center line of steps leading into building No.357, (Forker Apartments), 10.35 feet N of the N curb of E State Street, and 0.5 foot N of the N edge of the sidewalk. Station Is marked with a Pa. Coordinate System bronze tablet, stamped "13 S, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which is flush with the surface. Plane coordinates (Pa. N Zone) x = 1,242,940.57 feet; y = 400,525.85 feet. •// -JHBHHHH* 14S (Sharon,Pa.Geod.S.,1939)—Located on the N side of : E State Street between N Railroad Street and N Dock Street. The station is 2.72 feet E of the E rail of the Pennsylvania Railroad tracks, 8.86 feet N of the N curb of E State Street, and 8.25 feet SW of the SW corner of the Boyle Building., Station is marked with a standard Pa. Coordinate System bronze tablet cemented and countersunk; in a drill hole in the concrete sidewalk. ;â–  â–  Plane coordinates (Pa. N Zone) x'** 1,241,855.13 feet; y = 400,551.49 feet. -a-* 15S (Sharon,Pa.Geod.S.,1939)—Located at the 1® corner of the Intersection of Buhl Boulevard and Highland Road. The station is 24.7 feet E of the center line of Buhl Boulevard, 24 feet N of the approximate center line of Highland Road, 8.66 feet S of a fire hydrant, and 1.1 feet NE of the circular curb. Station is marked with a Pa. Coordinate System bronze 'tablet, stamped "15 S, 1939", set in the top of a 6- by 6- by 30-inch concrete monument which is flush with the level of the curb. Plane coordinates (Pa. N Zone) x = 1,248,489.03 feet; y = 402,593.25 feet. 16S (Sharon,Pa.Geod.S.,1939)—Located at the NE corner of the intersection of Highland Road and Forker Boulevard. The station Is at the N end of the circular curb at the SW corner of lot belonging to L.E. Burnside, and is 11.75 feet NW of a bench mark, which is located in the walk leading to the Burnside residence. Station is marked with a Pa. Coordinate System bronze tablet, stamped "16 S, 1939", set in the top of a 6- b135*43 foot; y = 389.95i.i3 feet. ******* 4 W (Wheatland,Pa.Geod.S.,1939)—Station is marked with an iron pin, l/2-inch in diameter, cemented in the concrete pavement at the intersection of center lfnes of Mercer Avenue and Orchard Street, and is a previously established point made by the Borough of Wheatland. Plane coordinates (Pa. N Zone): x = 1,2)4.5.0i|_9• 5^ feet; y = 389*8614.. 14 feet. ******* 5 W (Wheatland,Pa.Geod.3.,1939)—Station is marked with an iron pin, l/2-inch in diameter, cemented in the concrete pave¬ ment at the intersection of center lines of Mercer Avenue and Chestnut Street, and is a previously established point made by the Borough of Wheatland. Plane coordinates (Pa. N Zone): x = l,2l|J4.,79L.83 feet; y = 389,603.00 feet. ******* 6 W (Wheatland,Pa.Geod.S.,1939)—Station is marked with an iron pin, l/2-inch in diameter, cemented in the concrete pavement at the intersection of center lines of Mercer Avenue and Vaughn Street, and is a previously established point made by the Borough of Wheatland. Plane coordinates (Pa. N Zone): x = 1,244*7°6.09 feet; y = 389,516.13 feet. 7 W (Wheatland,Pa.Geod.S.,1939)—Station is marked with an iron pin, l/2-inch in diameter, cemented in the concrete pavement at the intersection of center lines of Mercer Avenue and Fulton Street, and is a previously established point made by the Borough of Wheatland. Reference mark No.l- is a drill hole filled with lead with brass screw in center and is in the curb at the E corner of this street intersection. Reference marie No.2 is a valve stem of a fire hydrant located at the N corner of this street intersec¬ tion. Reference mark No.3 is the SE corner of the base of a soldier’s memorial monument, which is also located at the N cor¬ ner of this street intersection. OBJECT DISTANCE DIRECTION 6 F feet 0°00»00’10 R.M.No.l 46*22 I98 50 00 R.M.No.2 21.25 300 38 30 Soldier's Mon. 51*35 289 52 30 Plane coordinates (Pa. N Zone): x » i feet; y = 389,221}..81}. feet. **-5S**** 8 W (Wheatland,Pa.Geod.S.,1939)—Station is marked with an iron pin, l/2-inch in diameter, cemented in the concrete pavement at the intersection of center lines of Mercer Avenue and Laird Street, and is a previously established point made by the Borough of Wheatland. OBJECT DIRECTION 10 w 0°00»00’10 Water tank (finial) Wheatland Tube 298 47 ll.7 Plane coordinates (Pa. N Zone): x = 1,244*277.64 feet; y = 389,084.06 feet. ******* 9 W (Wheatland,Pa.Geod,S.,1939)—This point lost by excava¬ tion for sewer. ******* 10 W (Wheatland,Pa.Geod.S.,1939)—Located at the point of intersection of center line tangent of Church Street, at a point approximately 680 feet SW of Broadway. Station is marked with an iron pin, 1/2-inch in diameter, cemented in the concrete pavement, and is a previously established point made by the Borough of Wheatland. Reference mark No.l is a drill hole filled with lead with brass screw in center and is at the intersection of curbs and SE of the station. Reference mark No.2 is marked the same as No.l at the intersection of curbs and NW of the station. OBJECT 9 w Water tank (finial Wheatland Tube Co, R.M.No.l R.M.No.2 DISTANCE feet 22.91 17.95 DIRECTION 0°00«00’10 96 13 02.7 69 5? 50 249 56 50 ******* ll W (Wheatland,Pa.Geod.S.,1939)—Located at the intersection of center lines of Church Street and Ohio Street. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”11 W, 1939H* set in the top of a 6- by 6- by 30-inch concrete monument, flush with the surface. Station is 33.4 feet W of the SW comer of house No.69. Reference mark No.l is the center of a valve stem of a fire hydrant at the SW corner of Church and Wood Streets. Reference mark No.2'is a drill hole filled with lead with brass screw in center and is in the W curb of Church Street and in line with the station and fire hydrant mentioned above. OBJECT 10 W R.M.No.l R.M.No.2 Plane coordinates y = 388,032.26 feet. DISTANCE feet hS.27 , 1(4*39 (Pa. N Zone): x ; DIRECTION 0°00’00’i0 152 58 10 332 58 00 1,243*4^9*62 feet; ******* 12 W (Wheatland,Pa.Geod.S.,1939)—Located in the approximate center line of Ohio Street, at a point 332 feet E of the E end of the bridge across the Shenango River; 53.77 feet N of the NW cor¬ ner of house N0.IO3, and II3.4 feet W of telephone pole on which Is inscribed highway station 0/42. Station is marked with a con¬ crete monument with an iron pin in center and is 1 foot below the surface of the roadway. This station is a previously established point on the Wheatland Borough Boundary line. Plane coordinates (Pa. N Zone): x = 1,242,127.56 feet; y = 388,086.95 feet. ******* 13 W (Wheatland,Pa.Geod.S.,1939)—Located on Ohio Street in approximate center line of roadway, at a point 12.52 feet E of the E end of the Shenango River Bridge, station is marked with a con¬ crete monument with an iron rod in center, and Is 1 foot below the surface of the roadway. This station is a previously established point on the Wheatland Borough Boundary line. Reference mark No.l is a drill hole filled with lead with a brass screw In center and is in the SE bridge abutment. Reference mark No.2 is marked the same as No.l and is in the NE bridge abutment. OBJECT DISTANCE DIRECTION 12 W feet 0°00'00'i0 R.M.No.l 18.86 135 04 SO R.M.No.2 18.61 224 00 20 Plane coordinates (Pa. N Zone): x = l,24l,8lL.27 feet; y = 388,096.19 feet. ******* l4 W (Wheatland,Pa.Geod.S.,1939)—-Located approximately on the Farrell-Wheatland Boundary line on the N side of Broadway between Fruit Avenue and Hamilton Avenue. The station is between the sidewalk and the curb; 1.44 feet N of the N curb of Broadway; 5.95 feet NE of the telephone pole No.0/21. Station is marked with a Pa, Coordinate System bronze tablet, set in top of a 6- by 6- by 3P-inch concrete monument, which is 0.1 foot below the sur¬ face. Reference mark No.l Is a drill hole filled with lead with brass screw in center and is in the N curb of Broadway and SW of the station. Reference mark No.2 is a drill hole filled with lead with brass screw In center and is in the N curb of Broadway and SE of the station. Reference mark No.3 is a drill hole filled with lead with brass screw in center and is In the storm drain catch basin on the S side of Broadway, directly N of Kiefer’s coal and ice building. OBJECT 12 F Wheatland Boro Mk. R.M.No.l R.M.No.2 R.M.N0.3 Plane coordinates y = 389,123.72 feet. DISTANCE feet 33-21 28.67 44*73 (Pa. N Zone): x DIRECTION 0°00'00,l0 254 05 07.8 0 36 40 190 48 30 243 24 00 1,243,396.18 feet; ******* l4 W P.O.T. (Wheatland,Pa.Geod.S.,1939)—Located at the Inter¬ section of Broadway and Hamilton Avenue. Station is marked with a square-headed lag screw set In a galvanized-Iron expansion unit, both of which are set in a drill hole in the paving, the top of the bolt being level with the surface of the street, with punchmark denoting center. This station is a point on a traverse between stations l4 W and 15 W. Reference mark No.l Is a punchmark in the rim of a sewer manhole at the NW corner of the street inter¬ section. Reference mark No.2 is a punchmark in a catch basin grill which is on the E side of Hamilton Avenue, just N of Broadway. Reference mark No.3 is an iron pin at the intersection of Hamilton Avenue and Broadway, and is point previously established by the Borough of Wheatland. Reference mark No.4 is a punchmark In the N rim of a sewer manhole which is on the S side of Eroadway, about in line with the center line of Hamilton Avenue. OBJECT DISTANCE DIRECTION 14 W feet 0°00'0010 R.M.No.l 24.88 37 49 30.0 R.M.No.2 24.86 100 08 20 R.M.No.3 11*99 212 26 10 r.m.No.4 34.50 229 49 40 Wheatland Boro Mark 285 06 17*7 Plane coordinates (Pa. N Zone): x = 1,243,575.16 feet; y = 389,013.36 feet. ******* W.B.B. (WHEATLAND BOROUGH BOUNDARY CORNER) (Wheatland,Pa. Geod.S.,1939)--Located 1 foot S of the S rail of the Erie Railroad tracks (New Castle Branch), approximately 150 feet S of the Kiefer Coal Building; 4l*4l feet SW of a brick and tile drain head wall and 77 feet SW of a railway telegraph pole. Station is marked with a concrete monument with an iron pin in center, and is about 1 foot below the surface of the railway ballast. This point is one of the corners of a previous survey of Boundary of Wheatland. OBJECT DIRECTION 14 W 0°00'00'i0 Water tank (finial) Wheatland Tube Co. 145 33 41,7 Plane coordinates (Pa. N Zone): x = 1,243>385»17 feet; y = 388,834.70 feet. ******* T 100-17 106 Wheatland, Pa. {continued) 15 W (Wheatland,Pa.Geod.S.,1939)—Located at the peak of the Intersection of .Mercer Avenue and Emerson Avenue* The station is 1*52 feet from t4e curb and between it and sidewalk and at the NW end of .a storm-'drain catch basin.- Station is marked with a F9. Coordinate System bronze tablet, stamped ”15 W, 1939”, set in the -top'of a 6- by 6w by 30-inch concrete monument, flush with the surface. Reference mark No.l is the center of a valve stem of a fird hydrant on.the NW side of Mercer Avenue and NE of the station. Reference mark Nc.2 is a punchmark in the rim of a sewer manhole which is NE of the station and between the center line and the NW corner Of Mercer. Avenue. OBJECT l4 W (P.O.T.) Water tank (finial) Wheatland Tube R.M.No.l R.M.No.2 Plane coordinates y = 388,788.15 feet. DISTANCE ' feet (Pa. 92.6s 4.64 x N Zone): DIRECTION 0°00'00’10 215 16 20 106 30 00 1,243,940.43 feet; Q, 9 (Wheatland,Pa.Geod.S.,1939)—Located on the township road, which is the extension of Ohio Street, at a point 0.2 mile W of the bridge across the Shenango River, and adjacent to the Dunbar Slag Company‘s office. Station is 37.05 feet SE of the SE corner of the Dunbar office. Station is 24 feet distant from the E end of the Dunbar Gas Pump foundation. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”Q 9 1939”, set in the top of a 6- by 6- by 30-inch concrete monument, which is 0.8 foot below the surface. Reference mark is a concrete monu¬ ment 4 inches square and 30 inches long, is on the S side of the road, and protrudes 8 inches above the surface. OBJECT DISTANCE DIRECTION 13 W feet 0°00«00”.0 R.M. 27.59 86 38 30 Plane coordinates (Pa. N Zone): x = 1,240,798.59 feet; y = 388,136.55 feet. R 9 (Wheatland,Pa.Geod.S.,1939)—Located in the approximate center line of a township road which is the extension of Ohio Street at a point O.35 mile W of the Shenango River Bridge, and at the entrance to the old Mizner Farm. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”R 9, 1939"» set in the top of a 6- by 6- by 24-inch concrete monument, which is 0.8 foot below the surface of the roadway. Reference mark is a 4“ by 4- ty 30-inch concrete monument and is in the fence line along the S side of the roadway and protrudes 5 inc.hes above the surface. An additional witness mark is an l8-inch oak tree which is on the E side of driveway into the Mizner Fann and distant 25.3 feet from the station. OBJECT DISTANCE DIRECTION Q 9 feet 0°00'00”.0 R.M. 17.17 , 88 48 40 Plane coordinates (Pa. N Zone): x =* 1,240,077*04 feet; y = 388,152.37 feet. S 9 (Wheatland,Pa.Geod.S.,1939)— Located in the approximate center line of the intersection of the State Line road and a township road, (extension of Ohio Street) which point is O.75 mile W of the Shenango River Bridge. Station is marked with a Pa. Coordinate System bronze tablet, stamped ”S 9» 1939", set in the top. of a 6- by 6- by 30-inch concrete monument, which is 0.8 foot below the surface. Reference mark No.l is a 4- by 4- by 30-inch concrete monument and is on the W side of the State Line road and protrudes 5 inches. Reference mark No.2 is a drill hole in a large field stone which is about 3 feet in diameter and which is at the NE corner of this road intersection. OBJECT DISTANCE DIRECTION R 9 feet 0°00'00'i0 R.M.No.l 18.80 177 38 10 R.M.No.2 24.75 335 09 20 Plane coordinates (Pa. N Zone): x = 1,238,030.99 feet; y = 388,212.28 feet. -M-S-JHHHBS- NORTHEAST WHEATLAND BOROUGH CORNER (Wheatland,Pa.Geod.S., 1939)—This station is a previously established point of the Wheatland Borough Boundary Survey and is located 1,240 feet E of the center line of Mercer. Avenue, where it crosses the N Borough line. Station is marked with an automobile axle and is approxi¬ mately 0.3 foot below the surface of the ground. OBJECT DIRECTION FARRELL INTERMEDIATE 0°00'00'i0 Water tank (finial) Wheatland Tube Co. 157 28 36.1 Plane coordinates (Pa. N Zone): x = 1,246,928.10 feet; y = 390,398.46 feet. HH* NORTHWEST WHEATLAND BOROUGH CORNER (Wheatland,Pa*Geod.S., 1939)--Station is located at the NW corner of Wheatlaiid Borough, approximately 175 feet W of center of Hamilton Avenue, and 140 feet S of center of Kedron Street, and is a concrete monument with iron pin. This is a previously established survey point of the Wheatland Borough Boundary Survey. Plane coordinates (Pa. N Zone): x = 1,243,422.24 feet; y = 389,790.45 feet.