salina drainage study 5-1977SALINA DRAINAGE STUDY
PANEL TABULATION
MAY 1977 (77-2)
W&CE
POINT
NORTH
EAST
GRD. ELEV.
DESC.
1261.06
Flush RR SPK No. Cor.
101
102*
146288.80
2110421.89
1269.03
Flush PK Nail No. Cor.
103*
146410.81
2113129.95
1264.47
Flush Top RR SPK No. Cor.
104*
146277.37
2115749.34
1261.67
Flush Top RR SPK No. Cor.
201
148333.67
'2107780.62
1262.92
1262.84 Top Nail 1/4 Cor.
202
148336-.13
2110416.11
1265.90
Flush Top. Brass Rod Cor.
203
148339.12
2113071.73
1267.44
Flush Top Nail 1/4 Cor.
204
148340.90
2115713.81
1265.41
1264.87 Top Bar. Cor.
301
153622.39
2107810.47
1255.95
Flush Top Bar 1/4 Cor.
302
153634.81
2110425.26
1255.30
Flush Brass Rod Cor.
303*
153592.46
2113087.52
1254.84
Flush Top RR SPK. No. Cor.
304
153621.48
2115676.68
.1258.21
1257.71 Top Pipe Cor.
404*
157255.11
2115587.24
1257.19
Flush Top RR SPK No. Cor.
406*
1246.33
Flush Top RR SPR No. Cor.
501*
158919.17
2107918.15
1256.85
Flush RR. SPR No. Cor.
502*
158928.07
2110418.64
1250.72
Flush Approx. Cor.
503*
158916.31
2113049.83
1249.76
1249.55 Top Nail 1/4 Cor.
504
158903.62
2115658.55
1250.62
1250.54 Top Nail Cor.
505*
158860.84
2118334.76
1244.70
1243.30 Top Pipe 1/4 Cor.
506*
158601.81
2120841.47
'1243.77
Flush Top RR SPK No. Cor.
601
164216.99
2107785.01
1251.08
Flush P.K.-Nail No. Cor.
602
164207.56
2110424.99
1247.91
Flush Brass Rod Cor.
603*
164234.80
2113051.05
1245.18
Flush R.R. SPK. No. Cor.
604
164191.78
2115698.10
1245.61
1245.45 60d SPK Above Cor.
605*
164212.87
2118308.44
1236.67
1235.78 Brass Cap 1/4 Cor.
606
164211.58
2120915.55
1249.99
Flush 5/8" Bar No. Cor.
701*
169494.18
2107777.87
1241.14
1241.06 Top Pipe 1/4 Cor.
702
169503.18
2110444.10
1239.56
Flush PK Nail Cor.
703*
169550.37
2113081.07
1239.36
Flush RR. SPK. No. Cor.
704
169488.50
2115720.33
1230.23
Flush Cor. In Valve Box
705*
169536.22
2118250.82
1235.20
1235.18 Top Alum. Cap 1/4 Cor.
706*
169582.26
2120892.76
1245.72
Flush Top PK Nail Cor.
801
172007.21
2107785.12
1239.30
Flush PK Nail No. Cor.
802
172153.25
2110430.40
1240.06
1239.19 Bar 1/4 Cor
803*
172142.85
2113068.5.9
1233.88
Flush Top PK Nail No. Cor.
804
172143.39
2115683.58
1232:26
Flush Top Nail No. Cor.
805*
172175.96
2118174.13
1233.17
Flush Top RR. SPK. No. Cor.
806
172212.61
2120446.06
1233.35
Flush Top Bar No. Cor.
901*
173469.77
2107775.92
1239.12
Flush Top PK Nail No. Cor.
902*
174021.74
2110479.19
1237.20
Flush Top RR SPK No. Cor.
903*
173462.36
2113066.58
1234.00
Flush Top PK Nail No. Cor.
904*
173454.05
2115709.95
1230.71
Flush Top PK Nail No. Cor.
*Indicates analytical horizontal position
SALINA DRAINAGE STUDY
PANEL TABULATION
MAY 1977 (77-2)
W&CE
POINT NORTH EAST GRD. ELEV. DESC.
1004*
174773.10
2115709.77
1230.02
1005*
174806.52
2118200.44
1230.54
1006*
174845.11
2120856.10
1250.79
1104
180073.11
2115732.51
1225.14
1105
180099.23
2118247.93
1240.06
1006
180125.55
2120871.60
1283.79
7031*
169495.52 .
2113081.29
1239.07
8021*
171966.45
2110351.58
1240.41
8041
172134.15
2115710.91
1231.66
10061* 174844.55 2120847.57 1249.59
*Indicates analytical horizontal position
Flush PK Nail Cor.
1230.29 Top Bar Cor.
Flush Top PK Nail No. Cor.
Flush Drill Hole Cor.
1239.74 Top Bar 1/4 Cor.
Flush Drill Hole Cor. ±
Flush Nail @ 1/4 Cor & INT.
Flush Top Nail No Cor.
Flush Nail @ 1/4 Sec. Cor.
$ INT.
Top Bar @ Sec. Cor. W. of
Panel
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
U.S.C. & G.S., BM 35-05 -
About 7.3 miles south along Interstate Highway 35W from the highway
overpass for the Union Pacific Railroad at Salina, in the median between
the.two lanes of the highway, 12.8 feet southeast of the southeast
corner of the more westerly highway overpass for Mentor Road, 27 feet
east of the center line of the west traffic lanes of the highway, 8.4
feet east of the southeast corner of a 3 -foot square concrete catch
basin, 3.8 feet south of a metal witness post, about level with the
highway, and set in the top of a concrete post projecting 0.1 foot..
A C. & G.S., TRAVERSE STATION DISK
ELEV. 1281.05
U.S.C. & G.S., BM F-292 -
8.1 miles south along the Union Pacific Railroad from the station at
Salina, at Mentor, 143 feet east of the east rail, at the Methodist
Church, 2.6 feet above the sidewalk, 1.8 feet north of the southwest
corner of the church, set vertically in a west brick wall of the church.
A C. & G.S., BENCH MARK DISK.
ELEV. 1272.61
U.S.C. & G.S., BM E-339
About 6.3 miles south along Interstate Highway 35W from the highway
overpass for the Union Pacific Railroad at Salina, at highway underpass
number 35W85 10-24 for a paved road, in the median between the two lanes
of the highway, 38-1/2 feet west of the center line of the east traffic
lanes of the highway, 7.7 feet southeast of the southeast face of the
north leg of the center pier of the underpass. 6.1 feet northeast of
the northeast face of the south leg of the pier, 1.3 feet south of a
metal witness post, about 1-1/2 feet below the level of the highway,
and set in the top of a concrete post projecting 0.3 foot. .A C. & G.S.,
BENCH MARK DISK.
ELEV. 1255.38
U.S.C. & G.S., BM D-339 -
About 5.3 miles south along Interstate Highway 35W from the highway
overpass for the Union Pacific Railroad at Salina, 0.25 mile south of
the highway underpass on the east lanes of the highway for U.S. Highway
81 Business Route, set in the top of the northeast corner of the concrete
wall for the more northerly of the two 2 -foot manholes for a 24 -inch water
line, 99-1/2 feet east of the center line of the east traffic lanes of the
highway, 56 feet southeast of the east end of a 24 -inch corrugated metal
culvert, 30 feet southwest of a power pole located at a junction of two
power lines, and about 3 feet below the level of the highway. A C. & G.S.,
BENCH MARK DISK.
ELEV. 1250.08
MAY 1977
(77-2)1 L 5 O N
+j CoMosNr
EN OIN ILR!
♦RL NITLCTS
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
U.S.C. & G.S., BM D-292 -
6.0 miles south along the Union Pacific Railroad from the station
at Salina, at a road crossing, 214 feet north of the center line of.an
east and west road, 65 feet east of milepost 6, 26.8 feet east of the
east rail, 1.4 feet west of a fence, 1.7 feet north of a witness post,
set in the top of a concrete post which projects 0.5 foot above the
ground. A C. & G.S., DISK.
ELEV. 1248.15
U.S.C. & G.S., BM 35-04 -
About 4.3 miles south along Interstate Highway 35W from the highway
overpass for the Union Pacific Railroad at Salina, 11.7 feet southeast
of southeast corner of the more westerly highway overpass for Schilling
Road, in the median between the two traffic lanes of the highway, 25
feet east of the center line of the west traffic lanes of the highway,
6-1/2 feet east of the southeast corner of a 3 -foot square concrete
catch basin, 3.7 feet south of a metal witness post, about level with
the highway, and set in the top of a concrete post projecting 0.1 foot.
A C. & G.S., TRAVERSE STATION DISK.
ELEV. 1267.50
U.S.C. & G.S., BM C-292 -
5.0 miles south 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. 35,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. A C. & G.S., BENCH MARK DISK.
ELEV. 1245.22
U.S.C. & G.S., BM U-340 -
About 3.3 miles south along Interstate Highway 35W from the highway
overpass for the Union Pacific Railroad at Salina, about 0.9 mile south
of the highway overpass for the Missouri Pacific Railroad, under paved
road overpass number 35W85 23.26 for the highway, 38-1/2 feet east of
the center line of the west traffic lanes of the highway, 7-1/2 feet
northwest of the center of the only leg of the center pier of the over-
pass, 1 foot east of the west metal guard rail, 0.5 foot east of a metal
witness post, 1-1/2 feet below the level of the highway, a disk on the
top of a 5/8 -inch copper coated rod that is driven to refusal at 67-1/2
feet and is encased in a 4 -inch plastic pipe which projects 0.5 foot. A
C. & G.S., BENCH MARK DISK.
ELEV. 1243.60
MAY 1977
(77-2)I OMCAl5 O N
NY
TeiRCmeTacTs
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
U.S.C. & G.S., BM B-292 -
4.0 miles south along the Union Pacific Railroad from the station at
Salina, at a road crossing, 3 poles south of milepost 4, 143 feet south
of the center line 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. A C. & G.S., BENCH
MARK DISK.
ELEV. 1238.73
U.S.C. &. G.S., BM A-292 -
At Salina, set 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 C. & G.S., BENCH MARK DISK.
ELEV. 1236.73
U.S.C. & G.S., BM W-279 -
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. A C. & G.S., BENCH MARK DISK.
ELEV. 1227.18
U.S.C. & G.S., BM Y-279 -
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 southeast of the center of the main entrance, 72.4
feet west southwest of the northwest corner of the 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. A C. & G.S.,
BENCH MARK DISK.
ELEV. 1267.53
MAY 1977 TIL 5ON
(77-2) COMGANVRCHITZae a��ecT!
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
W & CE, TBM - 202 -
Railroad spike in power pole at southwest corner of the intersection of
U.S. 81 and Mentor Road.
ELEV. 1264.93
W & CE, TBM - 204 -
It
It
cut in northwest corner of concrete dike structure at southwest corner
of the intersection of Ohio Street and Mentor Road.
ELEV. 1265.35
W & CE, TBM - 204A -
Railroad spike in power pole on east side of Ohio Street at the north
side of drive to farm house, near east quarter corner of Section 13,
T -15-S, R -3-W.
ELEV. 1256.37
W & CE, TBM - 302 -
Railroad spike in large power pole at the northeast corner of the
intersection of a county road (one mile north of Mentor Road) and
U.S. 81.
ELEV. 1256.00
W & CE, IBM - 303 -
Railroad spike in the north one of three transmission line P.I. poles,
in the south side of a county road (one mile north of Mentor Road) east
of the railroad tracks.
ELEV. 1256.83
W & CE, TBM - 304 -
Railroad spike in power pole on the east side of Ohio Street at the
southeast corner of the intersection at the southeast corner of Section
12, T -15-S, R -3-W.
ELEV 1256.79
W & CE, IBM - 304A -
Railroad spike in power pole on the east side of Ohio Street at the
south side of a farm drive near the east quarter corner of Section 12,
T -15-S, R -3-W.
ELEV. 1252.96.
MAY
(77-2) IOMGOAN
N�N04"CaRs
RCMITUCT3
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
W & CE, TBM - 501
it of cut on the northeast corner of a water valve manhole at the east
right=of-way fence of I-35 west of the intersection U.S. 81 and Westing-
house Road.
ELEV. 1250.07
W & CE, TBM - 502
Railroad 'spike in power pole at the north side of a field entrance, west
of the intersection U.S. 81 and Westinghouse Road.
ELEV. 1250.42
W & CE, TBM - 504
Railroad spike in power pole at the northeast corner of the intersection
of Ohio Street and Westinghouse Road.
.ELEV. 1250.97
W & CE, TBM - 504A -
Railroad spike in power pole on the east side of Ohio Street near the
east quarter corner of Section 1, T -15-S, R -3-W.
ELEV. 1248.83
W & CE TBM - 505 -
Railroad spike in power pole on the south side of Westinghouse Road
approximately 150 feet east of a small building with a chain link fence.
near the south quarter corner of Section 6, T -15-S, R -2-W.
ELEV. 1245.49
W . & CE TBM - 506 -
Railroad spike in power pole on the south side of Westinghouse Road
approximately 200 feet west of a Smoky Hill River Bridge near the
southeast corner of Section 6, T -15-S, R -2-W.
ELEV. 1244.85
W & CE, TBM - 601 -
Railroad spike in power pole on the north side of Schilling Road,
just west of I-35 overpass.
W & CE, TBM - 602
Railroad spike in power pole at southeast corner of the intersection
of U.S. 81 and'Schilling Road.
MAY 1977 ELEV. 1247.25
(77-2)T;ARCmjTaCftT3
I L 5DAO N
OMNY
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
W & CE, TBM - 604 -
Railroad spike in power pole at the northeast corner of the intersection,
at the northeast corner of Section 1, T=15 -S, R -3-W. .
ELEV. 1244.79
W & CE, TBM - 604A -
Railroad spike in power pole on the east side of Ohio Street one pole
north of the east quarter corner of Section 36, T -14-S, R -3-W.
ELEV. 1241.38
W & CE, TBM - 605 -
Railroad spike in a 18" hedge tree on the north side of Schilling Road
approximately 0.5 miles east of Ohio Street.
ELEV. 1238.75
W & CE, TBM - 606 -
Railroad spike in the top of a 6" hedge stump on the north side of
Schilling Road at east side of a farm drive north just west of the
flood control dike.
ELEV. 1243.38
W & CE, TBM - 702
It
it cut in the center of the east concrete headwall of a culvert approxi-
mately 200 feet north of the intersection U.S. 81 and Magnolia Road.
ELEV. 1239.12
W & CE, TBM - 704 -
Railroad spike in power pole at the southeast corner of the intersection
at the northeast corner of Section 36, T -14-S, R -3-W.
ELEV. 1231.40
W & CE, TBM - 705 -
Railroad spike in power pole on north -south line, on the north side.of
Magnolia Road approximately 0.5 miles east of Ohio Street.
ELEV. 1234.37
W & CE, TBM - 706 -
cut in top of the north concrete hubguard, 8 feet east of the west
end, at the bridge on Magnolia Road over the Smoky Hill River, approxi-
mately 1 mile east of Ohio Street.
ELEV. 1251.37
MAY 7 5 O N
' (]]-2)-2� CO MVANV
TjAlaC"ITICT3
mo."caR3
SALINA_DRAINAGE STUDY
BENCH MARK TABULATION
W & CE, TBM - 801 -
"M" in Mueller of a fire hydrant at the southeast corner of the inter-
section Otto Avenue and Basket Avenue.
ELEV. 1241.70
W & CE, TBM - 802
"M" in Mueller of a fire hydrant at the southwest corner of the inter-
section U.S. 81 and Otto Avenue. (At the northeast corner of Bracin's
Furniture Store parking lot.)
ELEV. 1243.06
W & CE, TEM - 803 -
Top of the south cap bolt of a fire hydrant at the northeast corner
of the intersection of Quincy Street and Wayne Avenue.
ELEV. 1235.62
W & CE, TBM - 804 -
Top of the south cap bolt of afire hydrant at the southwest corner of
the intersection of Ohio Street and Belmont Blvd.
ELEV. 1234.09
W & CE, TBM - 805 -
Top of a bolt (painted red) on the southwest leg of the second trans-
mission tower east of Ohio Street and Belmont Avenue intersection.
ELEV. 1231.71
W & CE, TBM - 805A -
Top of a bolt on the southwest leg of the first transmission line
structure east of the flood control dike east of the Ohio Street and
Belmont.Avenue intersection.
ELEV. 1234.43
W & CE, TSM - 806 -
Top of a bolt on the southwest leg.of the first transmission line
structure west of the Smoky Hill River, east of the Ohio Street and
Belmont Avenue intersection.
ELEV. 1233.79
W & CE, TBM - 901 -
Top of the south cap bolt of a fire hydrant at the northeast corner of
the intersection Basket Avenue and Talley Drive.
ELEV. 1241.61
MAY 1977 �iL 5 o N
(77-2) COMCANY
[N OIM IIM1!
Aac NnecTs
SALINA DRAINAGE STUDY
BENCH MARK TABULATION
W & CE, TBM 902 -
Railroad spike in an anchor pole at the southeast corner of the inter-
section of U.S. 81 and Charlotte Street.
ELEV. 1238.25
W & CE, - TBM - 1003 -
Top of the south cap bolt of a fire hydrant at the northeast.corner of
the intersection Cloud Street and Quincy Street.
ELEV. 1234.32
W & CE, TBM - 1004 -
Top of the south cap bolt of a fire hydrant at the southeast corner of
the intersection of Ohio Street and Cloud Street.
ELEV. 1232.06
W & CE, TBM - 1005 -
Railroad spike in power pole on the south side of Cloud Street at the
entrance to a trailer court north near the south quarter corner of
Section 19, T -14-S, R -2-W.
ELEV. 1230.80
W & CE, TBM - 1006; TBM 3 -
A step spike in a transformer at the northwest corner of an intersection
at the southeast corner of Section 19, T -14-S, R -2-W.
ELEV. 1249.53
W & CE, TBM - 1004A -
Top of the south cap bolt of a fire hydrant at the northwest corner of
the intersection of Ohio Street and Republic Avenue.
ELEV. 1229.55
W&C, TBM-1104-
A brass cap set in concrete at the south end of the southeast curb
return, at the intersection of Ohio Street and Crawford Street.
ELEV. 1225.34
W & CE, TBM - 1105 -
it it cut in the top of the east end of the north hubguard of the bridge
on Crawford Street over the Smoky Hill River.
ELEV. 1241.25
MAY 1977WILSON
(77-2) COMVAMY
ERGIMRRR!
ARCHITECT!
SALINA DRINAGESTUDY
BENCH MARK TABULATION
W S CE, TBM - 1106 -
Railroad spike in power pole at the southeast corner of the intersection
Crawford Street and Marymount Road.
ELEV. 1282.87
MAY
(77-2) CI OL MSPON
NY
e"oiwaaaeVAmCNITCCTa