APPENDIX. 
177 
Bench marks in Steubenville quadrangle —Continued. 
Description. 
Original 
elevation. 
Top of post marked “D 1”. 
Feet. 
Bolt on‘supporting board to sand sidewalk. 
Northwest corner of bridge No. 41. 
Southeast corner of stone abutment of wagon bridge. 
Chiseled crowfoot in northwest corner of covered bridge over Cross 
Creek. 
Cross cut in bowlder 100 feet north of schoolhouse. 
Cross cut in rock on east side of road at intersection. 
Stone in center of road. 
Ground at foot of telephone pole. 
1,238.76 
1,196.16 
Ground at foot of telephone pole. 
Aluminum tablet in northwest abutment of railroad bridge at Colliers 
Station. 
Bolt in northeast corner of bridge to pumping station. 
Cross cut in coping stone in southeast corner of bridge No. 89. 
Cross cut in stone on northwest pier of iron bridge over Kings Creek ... 
Stone in road at northwest corner of Kings Creek station .. .. 
Bronze tablet in large bowlder 100 feet south of church. 
Cross cut in stone atf fork of roads. 
Ground at foot of mail-box post. 
816. 77 
Cross cut in southeast corner of bridge over Kings Creek. 
Cross cut in stone at intersection of roads. 
Cross cut in southwest abutment of covered bridge over Cross Creek_ 
Aluminum tablet in southwest corner of bridge over Cross Creek. 
Cross cut in stone at northeast corner of road intersection. 
Cross cut in stone at road intersection. 
Cross cut in stone at road intersection. 
Cross cut in stone on north side of road. 
Cross cut on stone milepost at Fowlersville. 
Cross cut in stone at crossroads. 
Aluminum tablet in stone horse block. 
Root of beech tree on east side of road. 
978. 33 
Painted spot on north end of bridge. 
1,041,56 
1,064,87 
1,098.80 
1, 049. 94 
786. 69 
Painted spot on stump on south side road, 10 feet east of junction. 
Nail in bar post on north side of road, 500 feet east of brick house. 
Nail in foot of mail-box post in center of grassplot. 
Painted spot on southeast wing wall of iron bridge. 
Painted spot on southeast wing wall of iron bridge. 
730. 04 
Painted spot on northeast abutment of stone arch of railroad bridge_ 
Nail in foot of signboard post. 
698. 53 
1,289.98 
1,220.63 
Painted spot on end of tile culvert. 
Nail in post at junction of private road. 
1,204.11 
Top of mail-box post. 
1,248.64 
Painted spot on stone opposite brick house. 
1,230.86 
Painted spot on south end of wooden culvert. 
1,219.76 
Painted spot on horse block. 
1,171.84 
1,195. 93 
Painted spot on south end of stone culvert. 
Painted spot on stone culvert,. 
1,229. 90 
Pa inted spot, on root, of locust tree. 
1,181.02 
Painted spot on culvert at road intersection. 
748. 55 
Top of \y T ater plug at glass compativ’s plant,. 
715. 88 
’EVoc in street railroad onnosite nark entrance. 
733. 74 
Paintpd snot, at south pnd of road orossinff. 
682.18 
Ton of rail at road crossing . 
677. 94 
Painter! spot at junction of roads. 
1,040.57 
StOTIP fit foot of fpnP.P Dost . 
1,166.21 
Root of laree oak tree, on summit . 
i; 147. 78 
Paintpd snot on lnrP’P stonp. at road intPTSPOtion. 
' 876. 58 
Pointprl cnot on small hridp’p npar road 1 ntPTSPOtion. 
811.13 
Pn i n fpd snot on south past, ahiitmpnt. of hridcp. 
738.24 
Ground at foot of mail -box nost . 
1,177.26 
rirnnnd at foot, of tplpnhonP nolp .. 
h 217. 54 
dron nd at foot, of mail-box nost ..... 
1,228.36 
1,192.66 
1,199.70 
Poot of 1 op list, trpp . 
Pointer! snot on lowpr hoard of P'atPDOSt,. 
1,212. 59 
ft ton p at foot of mail- ho v nost ..-. 
1,160.44 
1,086.49 
851.08 
1,205.11 
Pointed snot on hridce ... 
1,129.90 
1,067.84 
D.iinlnrl ondt r \n loii/^r hmiril of fPTlPP OOTM)si t,P SO h OOl llOllSe. 
1,106.41 
1,183.76 
QriAf ofnno nnHor aonthoast POrnpr of Wa?OIl Sllpd. 
1,158.43 
1,018.10 
Paintorl annt on onn of Iop* at road i n tpr.spption. 
1,095.57 
1,198.74 
Ground at foot of F. Dickey’s mail-box post . 
1,267.86 
3496—Bull. 318—07-12 
Adjusted 
elevation. 
Feet. 
69k. 01 
713.61 
672.08 
672. 4 0 
722.18 
753.1,9 
1,139.29 
1,008.73 
823. 60 
776.56 ' 
74 1.90 
693.58 
669.81 
703.72 
1,016.1,2 
753.39 
1,165.70 
75k. 35 
78k. 02 
1,159. 47 
1,2k2.36 
1.230.77 
1,229. 76 
1,236. 73 
1,198.67 
1,000. 9k 
978.09 
1,041.32 
1,064.63 
1, 098.56 
1,049. 70 
786.45 
729. 80 
698.29 
1,289.75 
1.220.30 
1,202.58 
1,247.10 
1,230.62 
1.219.52 
1,171.60 
1,195. 69 
1,229.66 
1,180. 78 
748. 31 
715. 64 
733.51 
681.94 
677. 71 
1,040. 34 
1,166.96 
1.148.78 
877.88 
812.53 
739.74 
1,177.02 
1.217.30 
1,228.12 
1,192.43 
1,199.46 
1,212.36 
1,160.21 
1,086. 26 
1.272.53 
849.18 
1,203.21 
1,128.00 
1,065.94 
1,104.51 
No tie. 
No tie. 
No tie. 
1,095.33 
1,198.50 
1,267. 62 
