bench marks -salina�r
BENCH MARKS IN AND AROUND SALINA, KANSAS
(The following are USC & GS Bench Marks)
ELEVATION
Meters Feet
A bench mark disk stamped T 291 1952, 0.5 mile 373.581 1225.657
west along the Union Pacific Railroad from the
station at Salina, 0.1 mile west of the overpass
on U.S. Highway 81, 9 feet south of the south
rail, 3 feet below the top of the rails, set in
the top of the south end of the east concrete
abutment of bridge 187.12.
A bench mark disk stamped E 284 1947, 2.6 miles 369.836 1213.370
east along the Union Pacific Railway from the
passenger station at Salina, approximately 191
yards west of a private road crossing, 127.7
feet south of the center line of U.S. Highway
40, 37.2 feet north of the north rail of the
track, 10.7 feet west of the 1st telegraph
pole east of milepost 184, 10.0 feet south of
the north right-of-way fence, 1.8 feet west of a
reference post, in line with the row of telegraph
poles, set in the top of a concrete post and
projects 0.5 foot above the ground.
A bench mark disk stamped D 284 1947, 1.9 miles east 372.632 1222.543
along the Union Pacific Railway from the passenger
station at Salina, 254.0 feet south of the south
rail of the main track, set in a drill hole in the
top of the northeast corner (the most easterly corner
of the two northeast corners) of the concrete base of
the circular grain storage bins of the East Salina
division of the Shellabargers Elevator & Grain Company,
and approximately 3.5 feet above the surface of the
ground.
A copper bolt, Salina West Base, 0.85 mile east along 371.843 1219.995
the Union Pacific Railroad from the passenger station
at Salina, 284.0 feet east northeast of the northeast
corner of the railroad coal bins and filler chutes,
184.7 feet south southeast of the southeast corner of
a 5 -foot concrete wall which is around the Standard
Oil Company storage tanks, 102.3 feet southeast of the
southeast corner of a brick warehouse belonging to
the Standard Oil Company, 95.0 feet south southeast
of the metal post which is at the southeast corner
of the Standard Oil Company property line fence, 83.9
feet south of the south rail of the side track which
-1-
leads to the Standard Oil Company ware houses and tanks,
75.2 feet north of the north rail of the main track of
the Union Pacific Railroad, 34.7 feet north rail of the
most northerly side track of a group of side tracks,
4.8 feet east of a point in line with the extension to
the south end of the west concrete curb of Front Street,
2.0 feet north of a 46 -inch reference post 3 feet high,
a 5/8 -inch copper bolt set in a 30 -inch square limestone
block which is1ettered U.S.C. & G. SURVEY 1896, about
2 feet below the:tracks and about flush with the top of
the ground. Note: This bench mark will be covered with
dirt and cinders most of the time.
A bench mark disk stamped C 284 1947, 1.55 miles east
along the Union Pacific Railway from the passenger
station at Salina, 62.5 feet south of the center line
of U.S. Highway 40 at the outside of a curve of the
highway, 58.8 feet west of the 2nd telegraph pole
(this pole is at a point where the telegraph line turns)
west of milepost 185, 22.0 feet north of the north rail
of the most northerly track, 2.0 feet west of a reference
post, 0.8 foot north of the north right-of-way fence,
set in the top of a concrete post and projects 0.4 foot
above the ground.
A bench mark disk stamped N 167 1934, 0.85 mile east
along the Union Pacific Railroad from the passenger
station at Salina, 196.0 feet north of the north rail
of the main line track, 101.6 feet south southeast of
the northeast corner of a 5 -foot concrete wall which
is around the Standard Oil Company storage tanks,
98.3 feet south southeast of bench mark B 284, 68.2
feet southeast of the southeast corner of the concrete
wall around the oil storage tanks, 77.0 feet northeast
of the metal post which is at the southeast corner
of the Standard Oil Company property line fence, 58.0
feet west of the northwest corner of the concrete
foundation of a sheet metal warehouse, 31.0 feet east
of the center of Front Street, 2.0 feet southeast of a
concrete post which is at the west end of an east -west
fence line, 2.0 feet north of a reference post, 1.5
foot south of the east -west fence line, set in a concrete
post about the same elevation as the street and about
flush with the top of the ground. Disk is about 23-,
inches below the top of the concrete post and in a hole
cut in the top of the post.
-2-
ELEVATION
Meters Feet
371.361
371.746
1218.374
1219.637
A bench mark disk stamped B 284 1947, 0.85 mile east
along the Union Pacific Railroad from the passenger
station at Salina, 303.1 feet north of the north rail
of the main track, 47.0 feet south of the center line
of an east -west dirt street, 22.0 feet west of the
center line of a north -south dirt street, 3.3 feet
south of the northeast corner of a concrete wall
around the Standard Oil Company storage tanks, 2.8
feet north of a reference post, 1.2 feet east of the
east concrete wall around the storage tanks, set in
the top of a concrete post which projects 0.3 foot above
the ground. (S.W. corner Forest & Front)
A bench mark disk stamped M 279 1947, at Salina, at
the new dome shaped steel city water tank, about
300 feet east of Santa Fe Avenue and about 300 feet
south of the Union Pacific Railroad tracks, set in
the center and top of the north side of the concrete
base for the most northerly one of 10 steel legs
which support the water tank, about 0.2 foot above
the ground.
A chiseled cross (Designation F 1) at Salina, at the
old rough stone passenger station of the Missouri
Pacific Railroad, and which is now the -railroad.
traffic office, 170.0 feet northeast of and across
Santa Fe Avenue from the H.D. Lee Flour Mill and
Elevator, at the window on the.west side of the box
or bay window which is on the north side of the
building, 74.0 feet east of the center of Santa Fe
Avenue, 2.5 feet above the brick walk and platform,
1.4 feet north of the north wall of the building,
the horizontal line of a chiseled cross cut in the
cet,ter of the west face of the stone window sill,
surrounded by the letters USC U GS BM..
A bench mark disk.stamped Q 167 1934, at Salina, along
the west side of the block occupied by the Saline
County Court House, along the east side of Tenth Street
and about midway between West Elm Street and Park
Street, in the north wall of the brick boiler house,
4.0 feet west of the northeast corner of and 2.5 feet
east of the east side of the north entrance door, 3.2
feet above the top of a concrete walk, set vertically
in the north wall of the building.
-3-
ELEVATION
Meters Feet
371.837
371.993
373.172
374.721
1219.935
1220.447
1224.315
1229.397
A bench mark disk stamped V 279 1947 at Salina, 3 blocks
south along Ninth Street from the court house and in the
southeast angle of the intersection of West Iron Avenue
and Ninth Street, 24.2 feet west of the northwest corner
of the Y.M.C.A. Building and at the northwest corner of
the grounds around the building, 17.5 feet south of a
point in line with the south concrete curb of West Iron
Avenue, 16.6 feet east of a point in line with the east
concrete curb of Ninth Street, 13.9 feet east northeast
of a fire hydrant, 1.6 foot southeast of a point where
the east edge of a north -south brick walk and the south
edge of an east -west concrete walk meet, set in a con-
crete post about the same elevation as the walks.
A bench mark disk stamped K 296 1953, 1.1 miles north
along a graveled road from St. Johns Military School
at Salina, 32 feet west of the center line of a north
and south road, 54 feet south of the center line of a
road leading west, 0.4 miles east of U.S. Highway 81,
3 feet south of a witness post, set in the top of a
concrete post which projects 0.4 foot above the ground.
•ELEVATION
Meters Feet
373.761 .1226.248
371.371 1218.406
A bench mark disk stamped A 292 1952 at Salina, set 376.957 1236.733
vertically in the east brick wall of the Science Building
At Kansas Wesleyan University, 5.4 feet south of the
northeast corner of the building, 2.8 feet above the
ground
A bench mark disk stamped B 292 1952, 4.0 miles south 377.567 1238.734
along the Union Pacific Railroad from the station
at Salina, at a road crossing, 3 poles south of mile-
post 4, 143 feet south of the centerline of an east
and west road, 74 feet west of the west rail, 44.5
feet west of a fence, 2.6 feet north of a witness
post, set in the top of a concrete post which projects
0.5 foot above the ground, directly beneath the
center of a power line tower. (1st Tower South of
Inter. of Magnolia & Quincy)
A bench mark disk stamped C 292 1952, 5.0 miles south 379.544 1245.221
along the Union Pacific Railroad from the station at
Salina, at a road crossing, 29.4 feet southwest of
the 2nd pole south of milepost 5, 36 feet north of
the center line of an east and west road, 29 feet west
of the west rail, 1.9 feet east of a fence, 2 feet
south of a witness post, set in the top of a concrete
post which projects 0.5 foot above the ground.
-4-
A bench mark disk stamped J 294 1952, 1.8 miles south
along 9th Street from the Y.M.C.A. building at Salina,
thence 2.1 miles south along U.S. Highway 81, 305
feet south of the center line of an east and west road,
17 feet east of the center line of the highway, set in
the top of the center of the east handwall of a
concrete culvert.
A bench mark disk stamped P 293 1952, 1.8 miles south
along 9th Street from the Y.M.C.A. building at Salina,
thence 2.1 miles south along U.S. Highway 81, thence
1;;0 mile west along an oiled road, at the main
entrance of the Smoky Hill Air Force Base, 74 feet
north of the center of the entrance, 2 feet northeast
of the northeast corner of a fence around a group of
transformers, set in the top of a concrete post which
projects 0.5 foot above the ground.
A bench mark disk stamped N 293 1952, 1.8 miles south
along 9th Street from the Y.M.C.A. building at Salina,
thence 2.1 miles south along U.S. Highway 81, thence
1.0 mile west along an oiled road, at the Smoky Hill
Air Force Base, 2.4 feet southeast of the northeast
leg of the control tower, set in the top of a concrete
post which projects 0.5 foot above the ground.
A bench mark disk stamped M 293 1952, 1.8 miles south
along 9th Street from the Y.M.C.A. building at Salina,
thence 2.1 miles south along U.S. Highway 81, thence
1.0 mile west along an oiled road, at the Smoky Hill
Air Force Base, 3 feet north of the southwest corner
of the south hangar, 2.4 feet above the ground, set
vertically in the west brick wall of the hangar.
A standard disk, stamped M 173 1934, about 2.0 miles
northwest along the Union Pacific Railroad from the
station at Salina, Saline County, about 1-2 poles
southeast of milepost 2, and about 45 feet southwest
of the center of a road crossing.
A bench mark disk stamped S 279 1947 at Salina, in the
southwest angle of the intersection of Santa Fe Avenue
and West South Street, directly across West South St.
from the Masonic Temple and at the Asbury Hospital, 54.4
feet east of the east edge of the concrete walk which
leads south to the main (north) entrance door, 13.3
feet west northwest of the northeast corner of and 3.8
feet north of the north wall of the hospital building,
set in top of the north side of and 0.9 foot west of
the northeast corner of a concrete retaining wall which
-5-
ELEVATION
Meters Feet
380.469 1248.255
380.995
383.741
384.936
372.114
374.620
1249.981
1258.990
1262.911
1220.844
1229.066
which is around the basement windows, about 0.5
foot above the ground.
A bench mark disk stamped W 279 1947 at Salina,
3 blocks east along East Crawford Avenue from the
intersection of South Santa Fe Avenue and East
Crawford Avenue, at the southeast corner of the
heavy mesh wire guard fence around city water well
No. 4, 49.8 feet east of the east edge of a north -
south concrete walk, 25.5 feet southeast of the
concrete foundation for the brick pump house, 2.5
feet north of the north edge of an east -west
concrete walk, 1.8 foot northwest of the metal post
which is at the southeast corner of the guard
fence, set in a concrete post about 0.5 foot above
the concrete walk and projecting 0.1 foot. (3rd and
Crawford)
A bench mark disk stamped X 279 1947, 1.7 mile east
along East Crawford Avenue from the intersection of
South Santa Fe Avenue and East Crawford Avenue from
the top of a prominent hill and at the main (north)
entrance to the Memorial Park Cemetery, 38.0 feet
south of the center of East Crawford Avenue, 20.0
feet east of the center of the cemetery driveway,
5.1 feet northeast of the northeast corner of one
square stone gate post and 5.0 feet southwest of the
southwest corner of another square stone gate post,
1.8 foot northwest of the northwest side of a semi-
circular low stone wall, set in a concrete post
projecting 0.1 foot.
A bench mark disk stamped Y 279 1947, 2.3 miles east
along East Crawford Avenue from the intersection of
South Santa Fe Avenue and East Crawford Avenue at
Salina, at the Salina Municipal Airport, 82.0 feet
southwest of the center of the main entrance, 72.4
feet west southwest of the northwest corner of :he
concrete foundation for the ground school building,
19.3 feet east northeast of the northeast corner of
the concrete foundation for the present administration
building, 3.0 feet north of a power line pole, 2.0
feet south of a reference post, set in a concrete
post in line with a row of concrete posts which are
along the west side of a parking area, projecting
0.1 foot.
-6-
ELEVATION
Meters Feet
374.044 1227.176
394.605 1294.633
386.343 1267.527
A bench mark disk stamped Z 279 1947, 2.3 miles east
along East Crawford Avenue from the intersection of
South Santa Fe Avenue and East Crawford Avenue at
Salina, at the Salina Municipal Airport, 237.0 feet
south of the center of East Crawford Avenue, 134.0
feet southeast of the southeast corner of the most
easterly one of 5 hangars on the field, set in a
concrete post at the southeast corner of a large
concrete mat which is used for a plane parking area
during the warmup period, about the same elevation
as the concrete mat.
A bench mark disk stamped F 284 1947, 2.3 miles east
along East Crawford.Avenue from the intersection of
South Santa Fe Avenue and East Crawford Avenue at
Salina, at the Salina Municipal Airport, at the
southeast corner of the most westerly one of 5
hangars on the field, set in a concrete post about
the same elevation as the concrete ramp and the
concrete base for the door tracks.
A bench mark disk stamped P 167 1934 at Salina, at
the. Union Pacific Railroad Passenger Station, in the
north wall of the ticket office and dispatchers office,
12.2 feet west of the northeast corner of and 10.4 feet
east of the northwest corner of the off set part of the
building, 2.8 feet above the brick walk and platform,
0.2 foot below the stone water table and window sill,
set vertically in the north brick wall of the building.
A bench mark disk stamped M 167 1934 at Salina, 0.9
mile north along Santa Fe Avenue from the crossing
of the Union Pacific Railroad, directly across Otis
Avenue from the southeast corner of the grounds of the
St. John's Military School, 277.3 feet east of the
east concrete curb of the north end of Santa Fe
Avenue, 34.8 feet northeast of the northeast corner
of the concrete block foundation of a house, 34'.:0
feet west of the center of North Fifth Street, 33.0
feet south of the center of Otis Avenue, 11.2 feet
east southeast of a fire hydrant, set in a concrete
post about flush with the top of the ground.
-7-
ELEVATION
Meters Feet
388.207
385.826
375.149
371.002
1273.642
1265.831
1230.801
1217.196
(Bench Marks set by Salina Engineering Dept.)
BM# 1
Brass cap in conc. mon. at the north west corner
of Ohio & Magnolia.
Even with the expansion joint on the west side
of Ohio, 64" north of the north curb on Magnolia.
BM# 2
Brass cap in conc. mon. at the north east corner
of Kensington & Magnolia, even with expansion
joint on east side of Kensington, 6 3/4" north of
north curb on Magnolia.
BM#3
Brass cap in conc. mon. at the south east corner
of Magnolia & Gebhart, even with expansion joint
at end return on east side of Gebhart, 9 7/8" south
of south curb on Magnolia.
BM#4
"X" cut in south end of headwall 448' west of U.S.
81, 65' North Magnolia.
BM# 5
Brass cap in conc. mon. at southeast corner of
9th St. Place & Key even with expansion joint
at the end of return east side of 9th St.
Place, 10" south of south curb on Key.
BM# 6
Brass cap in conc. mon. on center line of 9th St.
Place, 6 5/8" south of curb, 250'± south of
Belmont.
BM# 7
Brass cap in conc. mon. at northwest corner inter.
of Allen & Neal, even with expansion joint on north
side of Neal, 15 1/8" west of west curb of Allen.
BM# 8
Brass cap in conc. mon. at northeast corner of Neal
& 4th St. even with expansion joint on east side of
4th St., 9" north of north curb on Neal.
W2
ELEVATION
1230.26 Feet
1232.82 "
1240.20 "
1238.43 "
1241.32 "
1244.86 "
1246.02 to
1240.95 "
BM# 9
Brass cap in conc. mon. at southwest corner of
4th & Parkway, even with expansion joint on
south side of Parkway, 114" west of west curb on
4th St.
BM# 10
Brass cap in conc. mon. at northwest corner of Larson
& Ray even with expansion joint of the end of return
west side of Larson, 7 5/8" north of the north
curb on Ray.
BM# 11
Brass cap in conc. mon. at the southeast corner
of Mayfair and Quincy, even with expansion joint
on south side of Mayfair, 7-�" east of east curb
on Quincy.
BM# 12
Brass cap in conc. mon. at southwest corner of
Quincy and Wayne, even with expansion joint on
the west side of Quincy, 11" south of south curb
on Wayne.
BM# 13
Brass cap in conc. mon. at the northeast corner of
Ohio and Pearl, even with the expansion joint on
the south side of Ohio, 10 5/8" east of east curb
on Ohio.
BM# 14
Brass cap in conc. mon. at the north side of Ohio
and Wayne, even with expansion joint on Ohio (1st
expansion joint north of Wayne) 8 1/8" west of
the east median curb on Ohio.
BM# 15
Brass cap in conc. mon. at the northeast corner of
Roach & Wayne, even with expansion joint on the
north side of Wayne, 104" east of east curb on
Roach.
BM# 16
Brass cap in conc. mon. at Edwards and Belmont
even with expansion joint on the west side of
Edwards, 9 3/4" north of the south median curb.
M
ELEVATION
1238.37 Feet
1241.23 "
1236.10 "
1233.65 "
1230.00 "
1231.87 "
1231.57 "
1230.98 "
ELEVATION
BM# 17 1234.73 Feet
Brass cap in conc. mon. at northwest corner of Wayne
and 4th St., even with the expansion joint on the
west side of 4th St., 104" north of north curb on
Wayne.
BM# 18 1240.12 "
Brass cap in conc. mon. at southeast corner of
Highland and Wayne, even with expansion joint on
east side of Highland, 5," south of south curb on
Wayne.
BM# 19 1237.89 Is
Brass cap in conc. mon. at northwest corner of
Hageman & Marvin, even with end return on north
side of Marvin, 104" west of west curb on Hageman.
BM# 20 1239.24 "
Brass cap in conc. mon. at northeast corner of
Haskett and Otto, even with end return on north
side of Otto, 6Y" east of east curb on Haskett.
BM# 21 1239.50 "
"X" cut on south side of headwall on conc. culvert
160' north of the center line of Saturn 35' west of
center line of U.S. 81.
BM# 22 1231.04 "
Brass cap in conc. mon. on the north side of Albert
& Ohio, even with expansion joint on north side of
Albert, 12" west of east median curb.
BM# 23 1230.47 "
At the south side of Cloud & Ohio, in center of
median curb, 9 1/8" south of curb, south side of
Cloud.
BM# 24 1232.59 "
Brass cap in conc. mon. at the north side of Ohio
and Jewell, even with expansion joint north side
of Jewell, 64" west of east median curb on Ohio.
BM# 25 1227.78
Brass cap in conc. mon. at the south side of Republic
& Ohio in the center of the median strip, 6 3/4" south
of curb, south side of Republic.
-10-
ELEVATION
BM# 26 1232.49 Feet
Brass cap in conc. mon. at the south side of Ohio
& McAdams in center of median strip, 6" south of
south curb on McAdams.
BM# 27 1216.57. "
Brass cap in conc. at south end return of the
southwest corner of Front & Pacific.
BM# 28 1217.80 "
Brass cap in.conc. at south end return of the
southeast corner of Ohio & Pacific.
BM# 29 1219.18 "
Brass cap in conc. at south end return of the
southeast corner of Ohio & Prospect.
BM# 30 1219.53 "
Brass cap in conc. at south end return of the
southeast corner of North & Ohio.
BM# 31 1217.92 "
Brass cap in conc. at north end return of the
northwest corner of Ohio & Elm.
.BM# 32 1220.56 "
Brass cap in conc. at south end return of the
southeast corner of Ohio & Johnstown.
BM# 33 1221.34
Brass cap in conc. at north end return of the
northeast corner of Ohio & Gypsum.
BM# 34 1223.98
Brass cap in conc. at south end return of the
southeast corner of Ohio & Greeley.
BM# 35 1225.24 "
Brass cap in conc. at south end return of the
southeast corner of Ohio & Elmhurst.
BM# 36 1225.29 "
Brass cap in conc. at south end return of the
southeast corner of Ohio & Crawford.
-11-
ELEVATION
BM# 37 1224.94 Feet
Brass cap in conc. at south end return of the
southwest corner of Crawford & Front.
BM# 38 1227.75 "
Brass cap in conc. at south end return of the
southwest corner of Crawford & Roach.
BM# 39 1225.29 "
Brass cap in conc. at south end return of the
southeast corner of Crawford & Ohio.
(Salina Flood Control System)
BM# 40L 1237.24 Feet
A chiseled cross at SE corner of conc. bridge
over Dry Creek on top of conc. wingwall 2' south
of conc. handrail. Bridge is located on west
Crawford St. shown on Salina, Kansas levels.
BM# 11 1233.97 Is
A chiseled square on NW corner of conc. gatewell
drainage structure 364+33.5.
BM# 2L 1229.12
A chiseled square on NE corner of bridge on
State St.
BM# 3L 1229.27 "
A chiseled square on wingwall of new Highway 40
bridge on NW corner of bridge.
BM# 4L 1226.31 "
A chiseled square on NE corner of North St. bridge.
BM# 5L 1223.29 "
A 60 penny nail in root of hackberry tree approx.
75' east of CL levee Sta 455+25.
BM# 6L 1227.94 "
SE bolt on SE corner of UPRR bridge #1.16 over
Mulberry Creek.
BM# 7L 1227.61 "
A chiseled square on SE corner of conc. gatewell
drainage structure 506+92.
-12-
0
ELEVATION
BM# 8L 1223.54 Feet
RR spike in 16" hackberry tree located 25' NE of
bridge over Dry Creek at Euclid St. shown on Salina
levels.
BM# 9L 1221.34 "
A chiseled square on SE corner of shelterhouse 90'
west of west entrance of city park west of Hwy. #81
north.
BM# IOL 1217.98 "
RR spike in power pole west side of 5th St. and south
side of levee.
BM# 11L 1223.38 It
A chiseled square on SW corner of concrete gatewell
drainage structure 547+60.
BM# 12L 1227.20 "
A chiseled square on NE corner of riverside gatewell
diversion structure 685+50.
BM# 13L 11217.00 "
A chiseled square on NE corner of landside gatewell
diversion structure 685+50.
BM# 14L 1203.88
A chiselE square on north end of outlet headwall
diversion structure 685+50..
BM# 15L 1205.00 "
A chiseled square on north end of inlet headwall
diversion structure 685+50.
BM# 16L 1218.72 "
A chiseled X on SW corner of concrete abutment at
west end of Missouri Pacific RR bridge.
BM# 17L 1217.72 "
A chiseled X on top of NW pier bridge Smoky Hill
River & North Street.
BM# 18L 1224.87 "
A chiseled square on SE corner of concrete well Dr
Str Levee Sta 661+27.5.
-13-
ELEVATION
BM# 19L 1216.83 Feet
A bolt in NE leg of steel tower approx 100' west of
CL levee Sta 676+00.
BM# 20L 1234.68 "
A chiseled square on NW corner of Iron Ave. Bridge
& Smoky Hill River.
BM# 21L 1239.97 "
A chiseled square on NE corner of concrete well diversion
Str 0+00.
BM# 22L 1242.01 "
A chiseled square on SE corner of concrete well Or
Str Sta 27+99.
BM# 23L 1242.54
A chiseled square on SE corner of concrete well Or
Str Sta 44+18.
BM# 24L 1243.59
A chiseled square on SE corner of concrete well Or
Str Sta 83+59.5.
BM# 25L 1244.50 "
A chiseled square on SE corner of concrete well Or
Str 107+55.
BM# 26L 1245.67 "
A chiseled square on SE corner of concrete well Or
Str 130+99.
BM# 28L 1250.78 "
A chiseled square on SE corner of concrete well Or
Str 213+00.
BM# 29L 1254.34
A chiseled X on NE corner of concrete base of
irrigation well approx 40' south of CL levee Sta
267+25.
BM# 30L 1252.88 "
A brass cap land survey marker on the east side of
N & S road & on south side of east road approx 90'
east of CL levee Sta 296+75.
-14-
ELEVATION
BM# 31L 1254.91' Feet
A boat spike in power pole east side of N & S road
& of private drive & approx 75' east of CL levee
Sta 323+00.
BM# 32L 1254.15 "
A spike in west side of power pole & on north side
of private drive approx 75' east of CL levee Sta
336+22.
BM# 33L 1256.92 "
A spike in west side of power pole & on the north
side of private drive & 75' east of CL levee Sta
349+00.
BM# 34L 1265.27 "
A chiseled square on concrete well Or Str Sta 376+35.
BM# 35L 1263.04 "
A chiseled square on NE corner of concrete base at
Kans. Power & Light Co. pipeline on north side of Dry
Creek Diversion Channel.
BM# 36L 1271.41 "
A chiseled square on NE corner of concrete wing wall
Hwy. #81 and Dry Creek.
BM# 37L 1268.53 "
A chiseled square on NW corner of concrete hub guard
& west end of bridge approx 300' west of CL levee
Sta 468+45
BM# 38L 1270.58 "
A chiseled square on SW corner of concrete well Or
Str 491+00.
BM# 39L 1260.16 "
A bolt on SE leg•of steel tower approx 70' north of
CL levee Sta 527+80.
BM# 27L 1248.63 "
A chiseled square on SE corner of concrete well Or
Str 175+00.
-15-