-
CONVENTIONAL SIGNS
X X
. . . . . . . . . . . . . . . .
. . . . . . . . . . .
1 1
1
1
1
1
1
1
1 1
1
1
1
1
1
1
1
1
1 1
1 1
11 1 1 1 1 1 1
1 1 1 1 11 1 1 1 1 1
1 1 1 1 1
1 1 1 1
+
1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 11 1 1 1
+
1
COUNTY LINE
CITY LIMITS
TOWNSHIP , SECTION or GRANT LINE
PROPERTY LINE
HIGHWAY FENCE
EXISTING FENCE
GUARD FENCE
CONSTRUCTION LIMITS
RIGHT OF WAY LINE
TRAVELED WAY
RAILROADS
CENTER LINE OF PROJECT
CULVERTS
DROP INLET & STORM SEWER
ACCESS CONTROL
POWER POLE
TELEPHONE POLE
MARSH
HEDGE
TREES
STREAM OR CREEK
. . . . . . . . . . . . . . . . . .
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P
L
50 1
11
72
.1
8
+ 50
. . . .
TERRACE
. . . . . . . . . . . . . . . . . .. .
. . . . . . . .
STATE OR NATIONAL LINE
PROFILE ELEVATION
. . . .
SQ
UA
D
DE
SIG
NE
D
IN
KE
D
PL
OT
TE
D
SU
RV
EY
ED
BY
DA
TE
STATE OF KANSASKANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
FT.
FT.
FT.
FT.
FT.
FT.MILES
MILES
MILES
ADDITIONS
EXCEPTIONS
NET LENGTH OF PROJECT
NET LENGTH OF ROAD
NET LENGTH OF BRIDGES
GROSS LENGTH OF PROJECT
RECOM. FOR APPROVAL-DATE
KANSAS DEPARTMENT OF TRANSPORTATION
DESIGN DESIGNATION
AADT = NA
AADT = NA
DHV = NA
D = NA
T = NA
V = 12 MPH FOR 27' MIN CURVE RADIUS
C of A = NA
Clear Zone = 2 FEET
A
D
A
S
T
R
A
PE
R
A
S
P
E
R
A
BUTLER COUNTY
CITY OF ANDOVER
PLAN AND PROFILE OF PROPOSED
DEPARTMENT OF TRANSPORTATION
FEDERAL AID PROJECT
F.A. NO. TA-N068(501)
CITY OFFICIAL
File
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8 N-0685-01 2020 1 73
.
.
.
JU
N 2
02
0
GARVER
8535 E. 21st Street N.
Suite 130
Wichita, KS 67206
(316) 264-8008
www.GarverUSA.com
Project No. 18267062
TEMPORARY CONSTRUCTION EASEMENT
. .. . . .. .
4,985.92
0.9443
BUTLER COUNTY
KEY TO COUNTIES
0.00
0.00
4,985.92
4,985.92
0.00 0.00
0.9443
NOT TO SCALE
SURFACING (CONCRETE)
GRADING
SODDING
SIGNING & PAVEMENT MARKING
BEGIN STA. 0+00.00
KDOT Project No.
8 N-0685-01
END STA. 49+85.92
KDOT Project No.
8 N-0685-01
Traffic shall be carried through construction on Andover
Road.
North bound traffic may be reduced to a single lane, not
including
turning lanes, acceleration/deceleration lanes. Side street
intersections may be closed so long as traffic is properly
detoured.
All traffic control shall be in accordance with the Manual
of
Uniform Traffic Control Devices (MUTCD).
Sheet Number Sheet Title
Index of Sheets
1 Coversheet
2 General Notes
3 Typical Path Sections
4 - 8 Plan Sheets
9 - 13 Geometric Plan Sheets
14 Intersection Details
15 Douglas Intersection Details
16 Storm Sewer Plan & Profile
17 Inlet Structure Spot Elevations
18 Inlet Structure Elevation
19 Inlet Structure Plan Detail
20 Fire Hydrant Relocation Plan
58 - 63 Landscape Plan Sheets
65 Erosion Control Plan
23 - 27 Standard Paving Details
28 - 32 Standard Storm Sewer Details
33 - 34 Standard Water Details
38 - 52 Phasing & Traffic Control Plans & Details
53 - 57 Sign Details
64 Roadside Improvement Planting Details
21 - 22 Summary of Quantities
35 - 37 Pavement Marking Plan & Details
FOR BICYCLES
66 - 73 Standard Erosion Control Details
06/11/2020
Digitally Signed 06/11/2020
Mark T. DolechekProject Manager
Garver LLCCivil, Roadway,
Traffic, Waterline
Rachel E. HenkhausGarver LLCStructural
Brent ThomasGarver LLCLandscape
669
KANSASSCAPE ARCHI
T
LICENSED SA
MOHTD.TNERB
DN
AL
EC
T
Digitally Signed 06/11/2020Digitally Signed 06/11/2020
Jun 15,2020
-
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
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8 N-0685-01 2020 3 73
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.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
TYPICAL SECTIONS
6" SUBGRADE COMPACTED TO 95% STANDARD
(TYPE AA). SUBSIDIARY TO CONCRETE PAVEMENT
SLOPE 1.5%
10.0' Unless Otherwise Noted
6" CONCRETE SECTION (
-
8' U
TIL
IT
Y E
AS
EM
EN
T
20
' U
TIL
IT
Y E
AS
EM
EN
T
IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
1
9
.
7
1
F
L
1
9
.
7
8
F
L
2
1
.4
5
M
A
T
C
H
2
1
.5
2
M
A
T
C
H
2
0
.
1
5
F
L
2
0
.
0
2
F
L
20
.8
5 M
AT
CH
2
0
.8
0
2
0
.
6
5
2
0
.
2
1
2
0
.
7
0
2
0
.
3
6
2
0
.
5
5
2
0
.
3
0
2
0
.
1
5
2
0
.
7
9
2
0
.
6
9
2
0
.
6
5
2
0
.
2
1
2
0
.9
8
M
A
T
C
H
2
0
.
8
4
2
0
.
9
43+00 4+00
5+
00
6+
00
7+00
8+00
9+00
2
0
.
2
4
2
1
.
2
5
2
1
.
1
6
1
9
.
6
5
2
1
.
1
0
1
9
.
7
1
1
9
.
9
0
2
1
.
0
1
1
9
.
7
2
T
C
2
0
.
1
4
2
0
.
3
9
1
9
.
9
9
1
9
.
9
2
2
0
.
0
0
19
.8
2 T
C
2
0
.7
7
2
0
.
6
4
2
0
.
5
0
T
C
2
0
.
7
8
T
C
3+
11
.9
8 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
9+
13
.5
5 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
STA. 8+44.59, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 49.4 SY
STA. 8+46.30, LT. CONSTRUCT
CURB & GUTTER TYPE II, 39.8 LF
STA. 7+83.12, REGRADE DRIVE
CONSTRUCT 6" CONCRETE PAVEMENT (AE), 43.0 SY,
REPLACE GRAVEL OUTSIDE OF R/W
w/ LIGHT TYPE SURFACING, 6.2 CY
STA. 7+82.65, LT. CONSTRUCT
CURB & GUTTER TYPE II, 36.5 LF
STA. 7+45.28, RT.
REMOVE WATER METER
STA. 7+54.35, LT. INSTALL
WATER METER & CONNECT
TO EXISTING SERVICE
STA. 8+75.62, RT. ADJUST FIBER OPTIC MANHOLE TO
GRADE TO BE FLUSH WITH PAVEMENT.
COORDINATE WITH AT&T AT TIME OF
CONSTRUCTION. EXISTING ELEV. = 21.14
20
.2
9 F
L
2
0
.8
0
2
0
.
6
5
2
0
.
7
5
2
0
.
9
0
2
1
.
6
8
2
1
.
0
0
2
0
.
6
7
2
0
.
6
5
2
0
.
2
1
2
0
.
7
5
2
0
.
3
5
1+00
2+00 3+00
22
.0
5
21
.5
5
2
1
.
6
6
2
1
.
3
0
2
1
.
8
6
2
1
.
3
6
21
.6
1
2
1
.
9
8
2
1
.
8
3
2
1
.
4
4
2
2
.
0
6
2
1
.
5
6
2
2
.
2
0
2
2
.
3
5
2
2
.
2
6
2
2
.
4
4
2
2
.
5
0
2
2
.
4
1
2
1
.7
3
2
1
.2
3
2
1
.
7
7
2
1
.
3
5
2
1
.
6
5
2
1
.
1
5
2
1
.
6
7
2
1
.
1
7
2
1
.8
5
2
2
.
0
0
2
1
.
9
9
2
1
.
5
5
2
1
.
4
3
2
1
.
8
4
2
1
.
4
0
2
1
.
2
8
N 1684488.02 E 1707508.08
CL PATH STA. 0+00.00 =
BEGIN PROJECT
8 N-0685-01
2
2
.
1
1
T
C 2
1
.
4
5
T
C
2
1
.
1
5
T
C
2
0
.
7
9
T
C
2
1
.
4
0
2
0
.
9
4
2
0
.8
0
3+
11
.9
8 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
STA. 0+38.78, LT. CONSTRUCT
9" CONCRETE PAVEMENT (AE), 9.6 SY
STA. 0+37.47, RT. CONSTRUCT
FIRE HYDRANT & BLOWOFF
SEE SHEET 20
STA. 0+31.10, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ DETECTABLE WARNING, 14.6 SY
STA. 0+07.00, RT. CONSTRUCT
6' x 14' CONCRETE PAD FOR
CITY-FURNISHED BENCH AND TRASH
RECEPTACLE, SEE DETAIL SHEET 8.
STA. 0+34.56, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 28.1 LF
STA. 0+38.78, CONSTRUCT
8" CONCRETE PAVEMENT (AE), 11.0 SY
STA. 2+14.36, LT. REMOVE AND RESET
R2-1 SIGN ON NEW 1-
3
4" PSST POST
STA. 2+67.21, REGRADE DRIVE & CONSTRUCT
8" CONCRETE PAVEMENT (AE), 47.0 SY
STA. 0+92.91, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ DETECTABLE WARNING, 14.7 SY
STA. 0+89.91, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 29.6 LF
STA. 2+86.64, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 30.6 LF
STA. 3+03.30, LT. REMOVE AND RESET
R5-1 SIGN ON NEW 1-
3
4" PSST POST
(IN FEET)
0 20' 40' 60'10'
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
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BY
DA
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8 N-0685-01 2020 4 73
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KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
PLAN
CL PATH STATION
0+00.00 9+13.55
20'x20' ONEOK EASEMENT
(BOOK 1229, PAGE 41)
ANDOVER ROAD
US
5
4/ 4
00
ANDOVER ROAD
RELOCATE IRRIGATION
BACKFLOW DEVICE (BY OWNER)
FIBER OPTIC PEDESTAL (TO
BE RELOCATED BY COX)
FIBER OPTIC HANDHOLE
(TO BE RELOCATED BY COX)
FIBER OPTIC PEDESTAL (TO BE
RELOCATED BY AT&T)
FIBER OPTIC HANDHOLE (TO BE
RELOCATED BY ZAYO)
CONSTRUCT STEM WALL &
RAILING AT EXISTING AREA
INLET, INLET TO REMAIN
SEE DETAIL SHEET 17
FIBER OPTIC HANDHOLE (TO
BE RELOCATED BY COX)
TEMPORARY CONSTRUCTION EASEMENT
PROPOSED PERMANENT EASEMENT OR R/W
25.00' C/E
15
.0
0' C
/E
EXISTING R/W
60' FROM SEC.
LINE
EXISTING R/W
65.00' C/E
15
.0
0' C
/E
FIBER OPTIC MARKER (TO BE
RELOCATED BY ZAYO)
CURB INLET TO REMAIN AS
PART OF PATH SURFACE
DOWEL PATH TO INLET TOP
SUBSIDIARY TO PAVEMENT
RELOCATE
IRRIGATION CONTROL
VALVE (BY OWNER)
50.00'
20
.0
0' C
/E
EXISTING R/W
50' TO SEC. LINE
EXISTING R/W
60' TO SEC. LINE
25.00' C/E40.00' C/E
10
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
49
0)
10
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
48
8)
5.0
0' C
/E
5.0
0' C
/E
10
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
48
6)
5.0
0' C
/E
5.0
0' C
/E
3.0
0' C
/E
5.0
0' C
/E
5.0
0' C
/E
60.00'
5.0
0' P
erm
. E
sm
t.
7.0
0' P
erm
.
Es
mt.
10
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
48
4)
10
.0
0'
2.0
0'
FIBER OPTIC PEDESTAL
(TO BE RELOCATED BY
OTHERS)
FIBER OPTIC HANDHOLE (TO BE
RELOCATED BY COX)
5.0
0' C
/E
40.00'
5.0
0' P
erm
.
Sid
ew
alk
E
sm
t.
5.0
0' P
erm
. E
sm
t.
62.00'
REMOVE NORTH PORTION OF FLUME FOR STORM
SEWER STRUCTURE & MODIFY EXISTING STORM
WATER STRUCTURE, SEE SHEETS 17- 19 FOR
DETAILS
PROTECT
BOLLARD
SECTION LINE
SECTION LINE
1
9
.
0
0
= PROPOSED ELEVATION
1
9
.
0
0
T
C
= EXISTING TOP OF CURB1
9
.
5
0
= PROPOSED TOP OF CURB
1
9
.
0
0
PROPOSED FL OF CURB
1
9
.
0
0
M
A
T
C
H
= MATCH EXISTING
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
10
.0
0' U
TIL
IT
Y
EA
SE
ME
NT
2
0
.
0
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10
.0
0' U
TIL
IT
Y
EA
SE
ME
NT
NOTES
1. Measurements are to back of curb, where curb is present
unless otherwise
indicated.
2. All elevations shall have 1300 added to them to obtain actual
elevations.
3. See Sheets 17-19 for details and spot grades from 5+00 to
6+50.
4. See sheets 9-13 for geometric plan and detailed dimensioning
and
stationing; including driveway and pavement outside of R/W.
5. Limits of construction shall extend to and include the
outside northbound
lane of Andover Road for the westerly extents and the
temporary
construction easements (C/E) and right of way (R/W) lines for
the easterly
extents. The contractor shall limit all working room to this
area.
AT&T DUCT BANK
COX FIBER
WESTAR UNDERGROUND
ELECTRIC
AT&T DUCT
BANK
COX & ZAYO
WESTAR
UNDERGROUND
ELECTRIC
TRIM SHRUBS ONLY AS
NECESSARY FOR CONSTRUCTION
SS MH TO REMAIN
SS MH TO REMAIN
TRANSFORMER
TO REMAIN
FOR INTERSECTION AND RAMP DETAIL
SEE SHEET 14
BENCH MARK #3
SQUARE CUT
ELEV. = 1323.49
BENCHMARK #3: CHISELED SQUARE AT THE SOUTHWEST
CORNER OF A CONCRETE TRANSFORMER PAD, 65' E. &
241' N. OF THE CENTERLINE INTERSECTION OF U.S. 54
HIGHWAY AND ANDOVER RD.
ELEVATION = 1323.49 (NAVD88, G12B)
PAVEMENT & WALK
TO BE REMOVED
NEW 6" BIKE PATH
PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED STAMPED &
COLORED CONCRETE
CONTROL POINT #1
N 1684404.08 E 1707528.87
5
8
" Rebar
SW Lot Pin of Lot 1, Block 1 Andover Crossing
CP #1
-
27
.1
5 M
AT
CH
27
.0
4 M
AT
CH
27
.1
2 M
AT
CH
27
.3
0 M
AT
CH
27
.3
5 M
AT
CH
2
7
.
9
3
M
A
T
C
H
27
.8
0 M
AT
CH
28
.2
5 M
AT
CH
28
.1
0 M
AT
CH
28
.5
2 M
AT
CH
28
.7
0 M
AT
CH
29
.4
0 M
AT
CH
2
9
.3
2
M
A
T
C
H
2
4
.
2
9
F
L
2
4
.
4
5
F
L
2
4
.6
8
F
L
24
.8
5 F
L
2
5
.
2
2
F
L
2
5
.
4
0
F
L
2
5
.
5
4
F
L
2
5
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5
F
L
2
6
.
1
3
F
L 2
6
.
9
3
F
L
2
7
.
0
9
F
L
2
7
.
3
2
F
L
2
7
.
4
4
F
L 2
7
.
8
9
F
L
2
8
.
0
3
F
L
2
8
.
3
2
F
L
2
8
.5
1
F
L
2
7
.
3
3
M
A
T
C
H
3
0
.0
0
M
A
T
C
H
30
.0
6 M
AT
CH
31
.8
8 M
AT
CH
32
.2
2 M
AT
CH
2
9
.
2
1
2
9
.
0
2
2
9
.
3
6
2
9
.
1
7
2
9
.
1
1
2
9
.
2
8
2
9
.
2
6
2
8
.
5
3
2
8
.
6
8
2
8
.
5
2
2
8
.
6
7
2
7
.
3
1
2
7
.
3
4
2
7
.
3
5
2
7
.
3
2
2
7
.4
7
2
7
.
5
0
2
6
.
7
1
2
6
.
8
2
2
6
.
9
7
2
6
.
8
9
2
6
.
2
7
2
6
.
5
2
2
6
.
7
0
2
6
.
4
5
2
6
.
1
1
2
6
.
2
7
2
6
.
4
5
2
6
.
2
9
2
6
.
9
2
2
7
.
0
0
3
0
.
4
9
3
0
.
6
7
2
7
.
7
2
2
7
.
8
5
2
7
.
5
0
2
6
.
6
7
2
6
.
2
6
2
6
.
4
2
2
6
.
4
2
2
7
.5
3
26
.8
5 M
AT
CH
2
5
.
5
0
16+00 17+00
18+0
0
1
9
+
0
0 20+00
21+00
2
5
.
7
6
2
7
.
4
6
2
7
.
1
9
2
8
.
3
4
2
8
.4
9
2
8
.
4
3
2
8
.
5
8
2
6
.
5
5
2
6
.
7
0
27
.1
4
2
6
.
9
9
2
7
.
9
1
2
7
.
7
6
2
8
.
1
5
2
8
.
0
0
2
8
.
4
6
2
8
.
6
1
28
.7
0
2
8
.
5
5
2
9
.
3
2
2
9
.
1
7
29
.5
5
2
9
.4
0
3
0
.
2
0
3
0
.
0
5
2
4
.
4
8
T
C
2
5
.
4
5
T
C
26
.9
4 IN
LE
T
2
9
.2
0
T
C
2
8
.0
1
T
C
2
7
.
2
6
T
C
2
9
.
1
3
15
+1
5.8
5 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
21
+1
8.9
6 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
STA. 15+47.18, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 32.8 LF
STA. 16+02.00, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 33.2 LF
STA. 16+85.20, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 71.8 LF
STA. 17+61.24, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 33.4 LF
STA. 18+70.38, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 32.3 LF
STA. 19+24.80, LT.
CONSTRUCT CURB &
GUTTER, TYPE II, 36.0 LF
STA. 19+93.25, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 33.5 LF
STA. 20+45.86, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 32.5 LF
STA. 16+01.52, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 70.1 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING, 2.0 CY
STA. 16+64.55 REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 71.5 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING, 2.3 CY
STA. 17+03.34 REGRADE DRIVE CONSTRUCT
6" CONCRETE PAVEMENT (AE), 69.3 SY,
REPLACE GRAVEL OUTSIDE OF R/W
w/ LIGHT TYPE SURFACING, 1.6 CY
STA. 17+60.76, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 70.1 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING, 1.9 SY
STA. 19+23.81, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 70.1 SY
STA. 20+46.91, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 69.8 SY,
REPLACE GRAVEL OUTSIDE OF
R/W w/ LIGHT TYPE
SURFACING, 6.0 CY
STA. 19+92.59, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 69.8 SY
2
6
.
0
2
F
L
STA. 18+97.12, LT
REMOVE WATER
METER
STA. 19+07.20, RT
REMOVE WATER
METER
STA. 17+05.08, RT
REMOVE WATER METER
STA. 15+83.30, LT
REMOVE WATER
METER
STA. 15+83.28, LT
INSTALL WATER METER &
CONNECT TO EXISTING SERVICE
STA. 17+16.20, LT
INSTALL WATER
METER & CONNECT
TO EXISTING SERVICE
STA. 19+06.82, RT
INSTALL WATER METER &
CONNECT TO EXISTING SERVICE
STA. 18+94.05, RT
INSTALL WATER METER &
CONNECT TO EXISTING SERVICE
STA. 15+47.30
REGRADE DRIVE &
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 70.1 SY
WEST OF R/W,
& HMA COMMERCIAL
GRADE (CLASS A), 5.1 TON
EAST OF R/W
STA. 18+69.51, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 70.1 SY
2
1
.
8
1
F
L2
1
.
7
6
F
L
2
1
.
8
6
F
L2
1
.
7
1
F
L
2
2
.
7
9
F
L
2
3
.
0
4
F
L
25
.8
7 M
AT
CH
25
.9
1 M
AT
CH
26
.1
4 M
AT
CH
25
.9
7 M
AT
CH
27
.0
4 M
AT
CH
2
3
.
5
0
F
L
2
3
.
6
0
F
L
2
4
.
2
9
F
L
2
6
.
1
1
2
6
.
2
9
2
4
.
6
0
2
4
.
7
4
2
4
.
7
5
2
4
.
0
0
2
4
.
9
5
2
4
.
9
6
2
2
.
9
3
2
3
.
0
8
2
2
.
5
3
2
2
.
9
8
2
3
.
1
3
2
2
.
6
8
2
5
.
2
0
2
6
.
2
6
2
3
.
9
2
2
4
.
0
0
2
4
.
1
5
2
3
.
0
8
2
3
.
2
3
2
5
.
0
0
24.92
2
6
.
0
0
2
5
.
9
2
2
2
.
8
6
2
1
.
4
4
2
1
.
7
0
2
3
.
6
7
2
4
.
5
2
2
4
.
3
0
2
5
.
5
0
9+00
10+0
0
11+00
12
+0
013+00
14+00
2
2
.
7
1
2
2
.
0
4
2
1
.
5
0
2
1
.
6
5
2
1
.
5
9
2
1
.
8
5
2
2
.
1
9
5.0
0' C
/E
2
3
.
8
2
2
4
.
6
7
2
4
.
1
6
2
4
.
0
1
2
4
.
4
5
2
3
.1
6
2
3
.
0
1
2
5
.
2
2
2
5
.
7
6
2
5
.
2
5
2
5
.
1
0
2
2
.
8
4
T
C
2
4
.
4
8
T
C
2
4
.
5
9
2
3
.
9
3
I
N
L
E
T
2
2
.
0
6
T
C
2
1
.
0
8
T
C
2
2
.
1
9
I
N
L
E
T
2
3
.
2
5
2
3
.
1
0
15
+1
5.8
5 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
9+
13
.5
5 M
AT
CH
L
IN
E
(P
RE
VIO
US
S
HE
ET
)
STA. 12+32.86
REGRADE DRIVE &
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 78.6 SY
WEST OF R/W,
& HMA COMMERCIAL
GRADE (CLASS A), 5.9 TON
EAST OF R/W
STA. 13+65.47
REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 69.7 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING, 3.2 CY
STA. 14+45.87
REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 69.8 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING, 3.3 CY
STA. 12+32.34, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 37.0 LF
STA. 13+64.99, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 34.9 LF
STA. 14+44.70, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 32.8 LF
(IN FEET)
0 20' 40' 60'10'
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
File
: L
:\2
01
8\1
82
67
06
2 - A
nd
ove
r R
d B
ike
P
ath
\D
ra
win
gs\C
3D
\S
he
ets\P
la
n S
he
et - (2
).d
wg
L
ast S
ave
: 6
/1
1/2
02
0 1
0:4
2 A
M L
ast sa
ve
d b
y: M
TD
ole
ch
ek
La
st p
lo
tte
d b
y: D
ole
ch
ek, M
ark T
. P
lo
t S
tyle
: A
EC
mo
no
.ctb P
lo
t S
ca
le
: 1
:1 P
lo
t D
ate
: 6
/1
1/2
02
0 1
1:1
3 A
M P
lo
tte
r u
se
d: D
WG
T
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DF
.p
c3
8 N-0685-01 2020 5 73
..
.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
PLAN
CL PATH STATION
9+13.55 21+18.96
REMOVE & REPLACE FIRE
HYDRANT ASSEMBLY,
SEE SHEET 20.
ANDOVER ROAD
ANDOVER ROAD
WIL
LO
WB
RO
OK
30
.0
0' C
/E
25.00'
EXISTING R/W
50' TO SEC. LINE
EXISTING R/W
50' TO SEC. LINE
20
.0
0' C
/E
35.00' C/E
FOR INTERSECTION AND
RAMP DETAIL SEE SHEET 14
EXISTING R/W
50' TO SEC. LINE
20.00'
11
.5
8'
5.0
0' C
/E
8.0
0'
10
.0
1'
15
.0
0' C
/E
5.0
0' C
/E
10
.0
0' C
/E
15
.0
0' C
/E
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
48
2)
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
7
09
)
5.0
0' C
/E
10
.0
0' C
/E
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K
20
16
, P
AG
E 1
48
1)
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K
20
16
, P
AG
E 1
48
0)
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
47
8)
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K
20
16
, P
AG
E 1
47
9)
PAVEMENT & WALK TO BE REMOVED
NEW 6" BIKE PATH PAVEMENT
TEMPORARY CONSTRUCTION EASEMENTPROPOSED CONCRETE PAVEMENT
PROPOSED PERMANENT EASEMENT OR R/WSTAMPED & COLORED
CONCRETE
SECTION
LINE
SECTION
LINE
EXISTING R/W
50' TO SEC. LINE
BACK OF CURB
BACK OF CURB
BACK OF
CURB
BACK OF CURB
BACK OF CURB
1
9
.
0
0
= PROPOSED ELEVATION
1
9
.
0
0
T
C
= EXISTING TOP OF CURB1
9
.
5
0
= PROPOSED TOP OF CURB
1
9
.
0
0
PROPOSED FL OF CURB
1
9
.
0
0
M
A
T
C
H
= MATCH EXISTING
AT&T DUCT
BANK
COX &
ZAYO
WESTAR
UNDERGROUND
ELECTRIC
AT&T DUCT
BANK
COX & ZAYO
WESTAR
UNDERGROUND
ELECTRIC
TRIM TREE AS NECESSARY
TRIM TREE AS NECESSARY
TRIM TREE AS
NECESSARY
TRIM TREE AS NECESSARY
AT&T DUCT
BANK
STREET NAME
SIGN TO REMAIN
POWER POLE TO REMAIN
FH TO
REMAIN
NOTES
1. Measurements are to back of curb, where curb is present
unless
otherwise indicated.
2. All elevations shall have 1300 added to them to obtain actual
elevations.
3. See sheets 9-13 for geometric plan and detailed dimensioning
and
stationing; including driveway and pavement beyond R/W.
4. Limits of construction shall extend to and include the
outside northbound
lane of Andover Road for the westerly extents and the
temporary
construction easements (C/E) and right of way (R/W) lines for
the
easterly extents. The contractor shall limit all working room to
this area.
FOR SWS INLET
HOOKUP SEE
SHEET 14
-
3
2
.
4
2
3
2
.
2
73
2
.1
7
T
C
3
4
.
2
5
3
4
.
1
0
3
3
.
9
8
T
C3
3
.
8
6
T
C
3
3
.
9
8
3
4
.
1
3
3
5
.
1
8
M
A
T
C
H
3
4
.1
1
M
A
T
C
H
32
.4
8 M
AT
CH
27+00
28+00 29+00
3
0
+
0
0
31+00 32+00
33
+0
0
3
2
.
9
1
3
2
.
6
9
3
3
.
0
0
3
3
.
3
3
3
3
.
9
0
3
4
.
9
5
3
3
.
6
0
3
3
.
6
6
3
2
.
7
6
3
2
.
3
2
T
C
3
2
.
5
4
3
2
.
4
5
T
C
3
2
.
8
5
3
2
.
7
6
T
C
3
3
.
1
8
3
2
.
9
7
T
C
3
3
.
3
8
3
3
.
1
6
T
C
3
3
.
4
5
3
3
.
2
4
T
C
3
3
.
5
1
3
3
.
7
5
3
3
.
5
3
T
C
3
3
.
8
5
3
3
.
7
1
3
3
.
5
9
T
C
3
3
.
6
5
T
C3
3
.
7
5
3
3
.
8
3
T
C
3
3
.
8
6
3
4
.
8
0
3
4
.
7
1
T
C
3
3
.
9
2
3
3
.
7
7
3
4
.
0
1
3
3
.
9
5
3
5
.
3
4
3
5
.
2
5
T
C
3
5
.
5
6
3
5
.
4
4
T
C
3
5
.
7
7
3
5
.
6
6
T
C
3
5
.
4
9
35
.7
1
3
5
.
9
2
3
3
.
5
3
27
+2
3.2
6 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
33
+2
5.3
1 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
STA. 30+57.41, RT
CONSTRUCT 6' x 14' CONCRETE PAD
FOR CITY-FURNISHED BENCH AND
TRASH RECEPTACLE, SEE DETAIL SHEET8.
3
3
.
9
3
3
3
.
4
3
3
3
.
7
9
3
4
.
6
4
3
4
.
6
1
3
4
.
4
9
3
4
.
2
3
3
3
.
3
1
WEST CORNER OF SEC. 20,
T27S, R3E OF THE 6TH P.M.,
BUTLER COUNTY, KANSAS
31
.7
5 M
AT
CH
31
.6
6 M
AT
CH
3
3
.1
5
M
A
T
C
H
3
3
.3
7
M
A
T
C
H
3
1
.
2
9
F
L
3
1
.
4
0
F
L
3
2
.
6
9
3
2
.
8
4
3
2
.
5
6
3
2
.
7
1
2
9
.
5
5
F
L 2
9
.
7
0
F
L
3
0
.
1
1
3
0
.
2
6
3
0
.
2
3
3
0
.
3
8
3
1
.
3
6
3
1
.
2
7
3
2
.
4
2
3
2
.
2
1
3
2
.
2
73
2
.1
1
T
C
3
2
.1
7
T
C
32
.4
8 M
AT
CH
3
2
.6
0
M
A
T
C
H
21+00 22+00 23+00
24+0
0
25+00
26+00
27+00
5.0
0'
3
0
.
6
1
3
0
.
4
6
3
0
.
9
5
3
0
.
8
0 3
0
.
8
8
3
1
.
0
3
3
1
.
4
7
3
1
.
3
2
3
0
.
7
3
3
1
.
1
1
3
0
.
8
8
3
0
.
9
6
2
9
.
6
0
T
C
3
0
.
3
7
T
C
3
0
.
5
6
T
C
3
1
.
4
0
T
C
3
1
.
5
8
T
C
3
1
.
1
3
T
C
3
2
.
2
0
3
1
.
9
9
3
2
.
1
6
3
2
.
0
1
3
1
.
8
4
3
2
.
0
5
3
2
.
1
6
3
2
.
0
1
3
2
.
3
6
3
2
.
9
1
3
2
.
7
6
3
2
.
3
2
T
C
21
+1
8.9
6 M
AT
CH
L
IN
E
(P
RE
VIO
US
S
HE
ET
)
27
+2
3.2
6 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
STA. 22+03.62, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 32.3 LF
STA. 22+04.00, REGRADE DRIVE
CONSTRUCT 6" CONCRETE
PAVEMENT (AE), 69.1 SY,
REPLACE GRAVEL OUTSIDE
OF R/W w/ LIGHT TYPE
SURFACING , 1.9 CY
STA. 23+32.21, RT. ADJUST
TRAFFIC SIGNAL MANHOLE
TO GRADE
STA. 23+48.56, RT. ADJUST
SWS MANOLE RIM TO BE
FLUSH WITH NEW CURB RAMP
STA. 26+18.73, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 47.0 LF
STA. 26+35.08, LT. RELOCATE
PRIVATE STOP SIGN TO
BE 2' CLEAR OF PATH
STA. 26+19.20, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 86.8 SY
STA. 24+20.51, LT. CONSTRUCT
FIRE HYDRANT, SEE SHEET 20
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
File
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d b
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ole
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ark T
. P
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: A
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8 N-0685-01 2020 6 73
..
.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
PLAN
CL STATION
21+18.96 33+25.31
ANDOVER ROAD
ANDOVER ROAD
DO
UG
LA
S
REMOVE & REPLACE EXISTING
AREA INLET TO THE EAST OF
PATH, SEE SHEET 16
14
.3
8'
INSTALL DIRECTIONAL CURB RAMPS
(TYP., EACH CORNER) SEE SHEET 14
REMOVE EXISTING STOP BAR & CROSSWALK
STRIPING & RE-STRIPE TYPE I CROSSWALK
SEE SHEET 35 FOR DETAILS
15
.0
0' C
/E
35.00' C/E
EXISTING R/W
50' TO SEC. LINE
EXISTING R/W
50' TO SEC. LINE
TRAFFIC SIGNAL POLE TO REMAIN
EXISTING R/W
45' TO SEC. LINE
15
.0
0'
22.00' Perm.
Drainage Esmt.
48.35' C/E
25
.0
0' C
/E
EXISTING R/W
45' TO SEC. LINE
EXISTING R/W
45' TO SEC. LINE
FOR INTERSECTION AND
RAMP DETAIL SEE SHEET 15
TRAFFIC SIGNAL
POLE TO REMAIN
TRAFFIC SIGNAL
POLE TO REMAIN
TRAFFIC SIGNAL
POLE TO REMAIN
5.00' C/E
5.0
0' C
/E
15
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6, P
AG
E
14
77
)
15
.0
0' C
/E
5.0
0' P
erm
. E
sm
t.
25.00'
5.0
0' P
erm
.
Dra
in
ag
e E
sm
t.
20.00'
5.0
0' C
/E
5.0
0' C
/E
REMOVE & REPLACE EXISTING
AREA INLET TO THE EAST OF
PATH, SEE SHEET 16
20
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
47
7)
GRADE SWALE EAST OF PATH NORTH
TOWARD RELOCATED INLET AT 1%
TO ENSURE NO PONDING WATER,
MINOR GRADING SUBSIDIARY TO
STORM SEWER INLET
25
.0
0' S
ID
EW
AL
K
EA
SE
ME
NT
(B
OO
K 7
57
, P
AG
E 4
)
FIBER OPTIC MARKER (TO BE
RELOCATED BY AT&T)
GRADE SWALE EAST OF PATH SOUTH TOWARD
RELOCATED INLET AT 1% TO ENSURE NO
PONDING WATER, MINOR GRADING
SUBSIDIARY TO STORM SEWER INLET
SECTION LINE
BACK OF CURB BACK OF CURB
BACK OF CURB BACK OF CURB
SECTION LINE
AT&T DUCT
BANK
COX &
ZAYO
WESTAR
UNDERGROUND
ELECTRIC
12" WATER
MAIN
12" WATER
MAIN
AT&T DUCT
BANK
COX &
ZAYO
WESTAR
UNDERGROUND
ELECTRIC
15.00' UTILITY
EASEMENT
25.00' PRIVATE ACCESS
& PARKING EASEMENT
NOTES
1. Measurements are to back of curb, where curb is present
unless
otherwise indicated.
2. All elevations shall have 1300 added to them to obtain
actual
elevations.
3. See sheets 9-13 for geometric plan and detailed dimensioning
and
stationing; including driveway and pavement beyond R/W.
4. Limits of construction shall extend to and include the
outside
northbound lane of Andover Road for the westerly extents and
the
temporary construction easements (C/E) and right of way (R/W)
lines
for the easterly extents. The contractor shall limit all working
room to
this area with the exception of the NW and SW corners of
Douglas
Avenue intersection.
CONTROL POINT #2
N 1686850.71, E 1707430.69
1
2
" Rebar with PEC Cap in Thimble
Centerline of Douglas Street to the East
6 feet West to the centerline of Andover Road
49.65 feet Northeast to an "X" cut in traffic signal pole
base
45.63 feet Southeast to an "X" cut on east edge of sidewalk
59.88 feet Southwest to an "X" cut on northeast corner of curb
inlet
(IN FEET)
0 20' 40' 60'10'
TEMPORARY CONSTRUCTION EASEMENT
PROPOSED PERMANENT EASEMENT OR R/W
1
9
.
0
0
= PROPOSED ELEVATION
1
9
.
0
0
T
C
= EXISTING TOP OF CURB1
9
.
5
0
= PROPOSED TOP OF CURB
1
9
.
0
0
PROPOSED FL OF CURB
1
9
.
0
0
M
A
T
C
H
= MATCH EXISTING
BENCHMARK #2: CHISELED SQUARE ON THE TOP OF
CURB AT THE EAST CURB RETURN AT THE SOUTHEAST
CORNER OF DOUGLAS AVE. AND ANDOVER RD.
ELEVATION = 1330.96 (NAVD88, G12B)
PAVEMENT & WALK
TO BE REMOVED
NEW 6" BIKE PATH
PAVEMENT
PROPOSED CONCRETE
PAVEMENT
PROPOSED STAMPED &
COLORED CONCRETE
CP #2
FO MARKER TO
BE RELOCATED
BY AT&T
FO MARKER TO
BE RELOCATED
BY AT&T
FO MARKER TO
BE RELOCATED
BY AT&T
-
4
2
.
2
1
4
2
.
3
6
4
2
.
3
7
4
2
.5
1
4
1
.
9
7
F
L
4
1
.
6
8
F
L
4
2
.
2
4
4
2
.
3
9
4
3
.
1
3
M
A
T
C
H
43
.2
0 M
AT
CH
4
2
.
3
1
F
L
4
2
.0
7
F
L
4
4
.
6
7
4
5
.
1
5
4
4
.
8
2
4
5
.
3
0
4
4
.8
5
M
A
T
C
H
4
5
.3
3
M
A
T
C
H
4
7
.
3
0
4
7
.
7
5
4
7
.
4
5
4
7
.
9
0
4
7
.
5
3
F
L
47
.0
2 F
L
4
7
.6
3
M
A
T
C
H
43
.5
0 M
AT
CH
4
3
.
2
5
4
2
.
8
0
4
3
.
5
8
4
3
.
0
6
39+0
0
40+00
4
1
+
0
0
42+00
44
+0
0
45
+0
0
4
1
.
8
1
T
C
4
2
.
8
4
4
2
.
6
9
4
2
.
9
6
T
C
4
3
.
0
0
4
3
.
1
2
4
3
.
3
0
T
C
4
3
.
4
6
4
2
.6
5
4
3
.
3
7
T
C
4
3
.
4
1
4
3
.
7
2
T
C
4
3
.
8
9
4
4
.
0
4
4
3
.
9
7
T
C
4
4
.
1
2
4
4
.
2
7
4
4
.
1
7
T
C
4
4
.
3
4
4
4
.
4
9
4
5
.
3
6
T
C
4
5
.
5
3
4
5
.
5
8
4
5
.
7
1
T
C
4
5
.
8
3
4
5
.
9
8
4
6
.
1
7
T
C
4
6
.
3
7
4
6
.
3
4
T
C
4
6
.
5
4
4
7
.
4
6
4
6
.
5
2
4
6
.
6
9
4
7
.
3
1
4
7
.
0
0
T
C
48
.1
3 T
C
4
8
.
1
7
4
8
.3
2
4
8
.2
0
M
A
T
C
H
8.4
6'
4
9
.0
8
T
C
4
9
.
2
8
4
9
.
4
3
5
0
.
2
0
5
0
.
0
5
4
2
.
5
2
39
+2
7.3
2 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
45
+3
5.2
4 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
STA. 44+63.94, LT. CONSTRUCT
CURB & GUTTER, TYPE I, 29.9 LF
STA. 44+50.14, LT.
REMOVE WATER
METER
STA. 44+57.27, RT. INSTALL
WATER METER & CONNECT
TO EXISTING SERVICE
STA. 43+87.85, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 50.6 LF
STA. 43+62.67, LT. RELOCATE
MAILBOXES (2 EACH)
STA. 42+10.80, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 54.0 LF
STA. 39+90.28, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 85.6 LF
STA. 40+38.76, RT. SAW CUT & REMOVE
APPROX.THE WEST 6" OF THE CONCERETE
PAD TO ENSURE 2' OF HORIZONTAL
CLEARANCE FROM PROPOSED PATH,
TRANSFORMER TO REMAIN
REMOVAL IS INCLUDED IN ROCK
EXCAVATION QUANTITIES
STA. 39+72.26, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 94.0 SY,
STA. 40+08.42, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 86.3 SY
STA. 42+10.43, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 87.0 SY
STA. 43+86.96, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 63.7 SY
STA. 41+80.40, RT.
REMOVE TREE
STA. 45+22.44, RT.
REMOVE EXISTING
JUNIPER SHRUB
STA. 45+32.88, . CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 14.6 SY
4
4
.
3
7
F
L
4
4
.
6
6
F
L
3
9
.6
0
4
0
.
5
4
3
9
.
7
5
4
0
.
6
9 4
2
.
1
9
4
2
.
0
8
4
2
.3
4
4
2
.
6
1
M
A
T
C
H
4
0
.
6
2
F
L
4
0
.
3
1
F
L
4
1
.
7
4
4
2
.
1
7
4
1
.
8
9
4
2
.
3
2
4
1
.
0
3
F
L
4
0
.
8
1
F
L 4
1
.
6
8
F
L
4
2
.
8
2
4
2
.
3
5
4
2
.
8
2
4
2
.
3
7
33
+0
0
34+00 35+00 36+00
37+00
39+0
0
3
6
.
0
1
T
C
3
6
.
1
5
3
6
.
3
0
3
6
.
7
1
T
C
3
6
.
8
5
3
7
.
2
5
T
C
3
7
.
3
9
3
7
.
7
0
T
C
3
7
.
8
7
3
6
.
2
4
T
C
3
8
.
1
9
T
C
3
8
.
2
3
3
8
.
7
0
T
C
3
8
.
7
5
3
9
.
0
7
3
8
.
8
4
T
C
3
8
.
9
2
3
9
.
2
4
I
N
L
E
T
3
6
.
3
8
3
7
.
0
0
3
7
.
5
4
4
2
.
1
8
4
0
.
5
7
T
C
4
1
.
7
8
4
1
.4
4
4
1
.
5
9
4
1
.
6
3
4
0
.
2
0
T
C
4
1
.
9
3
4
2
.
0
3
4
1
.
8
1
T
C
4
2
.
8
4
4
2
.
6
9
3
6
.
5
3
3
8
.
0
2
33
+2
5.3
1 M
AT
CH
L
IN
E
(P
RE
VIO
US
S
HE
ET
)
39
+2
7.3
2 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
STA. 37+20.88, RT. RELOCATE
FIRE HYDRANT, SEE SHEET 20
STA. 38+53.81, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 95.9 LF
STA. 38+35.28, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 124.0 SY,
STA. 38+73.34, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 78.7 SY,
4
2
.
7
9
4
2
.
2
7
STA. 36+66.33, LT. REMOVE
& RESET, STREET NAME
SIGN TO BE 2' CLEAR OF PATH
3
8
.
9
0
3
8
.
3
8
(IN FEET)
0 20' 40' 60'10'
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
File
: L
:\2
01
8\1
82
67
06
2 - A
nd
ove
r R
d B
ike
P
ath
\D
ra
win
gs\C
3D
\S
he
ets\P
la
n S
he
et - (4
).d
wg
L
ast S
ave
: 6
/1
1/2
02
0 1
0:4
2 A
M L
ast sa
ve
d b
y: M
TD
ole
ch
ek
La
st p
lo
tte
d b
y: D
ole
ch
ek, M
ark T
. P
lo
t S
tyle
: A
EC
mo
no
.ctb P
lo
t S
ca
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: 1
:1 P
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: 6
/1
1/2
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0 1
1:1
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r u
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d: D
WG
T
o P
DF
.p
c3
8 N-0685-01 2020 7 73
..
.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
PLAN
CL STATION
33+25.31 45+35.24
ANDOVER ROAD
ANDOVER ROAD
RH
ON
DD
A A
VE
.
REMOVE
EXISTING
LANDSCAPING
IRRIGATION CONTROL VALVE
(TO BE RELOCATED BY OWNER)
10' UTILITY EASEMENT
(BOOK 278, PAGE 315)
FIBER OPTIC HANDHOLES (TO
BE RELOCATED BY ZAYO)
COMMUNICATIONS PEDESTAL
(TO BE RELOCATED BY AT&T)
PROTECT EXISTING TREE
TRIM BRANCHES AS NECESSARY
FOR OVERHEAD CLEARANCE
EXISTING R/W
45' TO SEC. LINE
EXISTING R/W
30' TO SEC. LINE
EXISTING R/W
50' TO SEC. LINE
FIBER OPTIC MARKERS (TO BE RELOCATED BY ZAYO)
EXISTING R/W
50' TO SEC. LINE
PROTECT
EXISTING TREE
FOR INTERSECTION AND
RAMP DETAIL SEE SHEET 14
PAVEMENT & WALK TO BE REMOVED
NEW 6" BIKE PATH PAVEMENT
TEMPORARY CONSTRUCTION EASEMENTPROPOSED CONCRETE PAVEMENT
PROPOSED PERMANENT EASEMENT OR R/WSTAMPED & COLORED
CONCRETE
5.0
0' C
/E
SEE NOTE 3
5.0
0' C
/E
20
.0
0' P
RO
P. R
/W
5.0
0' S
TR
EE
T
DE
DIC
AT
IO
N
(B
OO
K 7
30
,
PA
GE
1
03
)
10
.0
0' C
/E
15
.0
0' K
G&
E T
EM
PO
RA
RY
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
2
83
9)
45.00' C/E
NOTES
1. Measurements are to back of curb, where curb is present
unless otherwise indicated.
2. All elevations shall have 1300 added to them to obtain actual
elevations.
3. Trail tapers from 10' wide (5' L & R of CL) at Sta.
40+15.50, down to 8' wide ( 5' L & 3' R OF CL) at Sta.
40+34.93 and tapers from 8' wide (5' L & 3' R of CL) at
40+68.04, up to 10' wide ( 5' L & R of CL) at 41+05.02
4. Trail tapers from 10' wide (5' L & R of CL) at Sta.
44+26.47, down to 8' wide ( 5' L & 3' R of CL) and back to
10' wide ( 5' L & R of CL) at Sta. 44+65.74 to provide
clearance around tree.
5. See sheets 9-13 for geometric plan and detailed dimensioning
and stationing; including driveway and
pavement beyond R/W.
6. Limits of construction shall extend to and include the
outside northbound lane of Andover Road for the
westerly extents and the temporary construction easements (C/E)
and right of way (R/W) lines for the
easterly extents. The contractor shall limit all working room to
this area.
5.0
0' C
/E
20
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
47
7)
5.0
0' C
/E
5.0
0' C
/E
20
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
ES
7
04
&
7
05
)
5.0
0' C
/E
5.0
0' S
TR
EE
T D
ED
IC
AT
IO
N
(B
OO
K 7
31
, P
AG
E 7
9)
20
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
47
5)
5.0
0' S
TR
EE
T D
ED
IC
AT
IO
N
(B
OO
K 7
36
, P
AG
E 1
73
)
15
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
4
89
4)
5.0
0' C
/E
10
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K
20
16
, P
AG
E 1
47
3)
20
.0
0' P
RO
P. R
/W
13
.0
0' P
RO
P. R
/W
15
.0
0'
PR
OP
. R
/W
5.0
0' S
TR
EE
T
DE
DIC
AT
IO
N
(B
OO
K 3
94
,
PA
GE
1
1)
FIBER OPTIC HANDHOLES
(TO BE RELOCATED BY COX)
FIBER OPTIC MARKERS (TO BE RELOCATED BY AT&T)
SECTION LINE
BACK OF CURB
SECTION LINE
BACK OF CURB
BACK OF CURB
BACK OF CURB
1
9
.
0
0
= PROPOSED ELEVATION
1
9
.
0
0
T
C
= EXISTING TOP OF CURB1
9
.
5
0
= PROPOSED TOP OF CURB
1
9
.
0
0
PROPOSED FL OF CURB
1
9
.
0
0
M
A
T
C
H
= MATCH EXISTING
AT&T DUCT
BANK TO
REMAIN
COX &
ZAYO
WESTAR
UNDERGROUND
ELECTRIC
TRIM
TREES AS
NECESSARY
FIELD ADJUST LOCATION OF PATH AS NECESSARY TO
VERIFY 2' HORIZONTAL CLEARANCE FROM ALL VERTICAL
OBSTRUCTIONS THRU CURVES NORTH OF RHONDDA
TRANSFORMER
TO REMAIN
PEDESTAL TO REMAIN
TRANSFORMER
TO REMAIN
ELECTRICAL
MH TO REMAIN
PEDESTAL
TO REMAIN
REGRADE DRIVE, 8" CONCRETE
PAVEMENT (AE), 63.7 SY
SEE NOTE 4
COMMUNICATIONS PEDESTAL
(TO BE RELOCATED BY AT&T)
PEDESTAL TO REMAIN
FIBER OPTIC HANDHOLE (TO BE RELOCATED BY AT&T)
WESTAR
UNDERGROUND
ELECTRIC
-
NO
RT
HW
ES
T C
OR
NE
R O
F S
EC
.
20, T
27S
, R
3E
O
F T
HE
6T
H P
.M
.,
BU
TLE
R C
OU
NT
Y, K
AN
SA
S
5
1
.
0
3
F
L
5
1
.
0
7
5
1
.
2
3
5
1
.
3
8
5
0
.
8
1
F
L
4
9
.
5
3
F
L
4
9
.
0
9
F
L
5
0
.
3
1
4
9
.
8
4
4
9
.
9
9
5
0
.
5
6
F
L
5
0
.
8
2
5
1
.
0
3
5
0
.
9
7
5
0
.
2
1
F
L
5
2
.
0
8
5
1
.
6
6
5
1
.
1
0
5
0
.
6
8 5
2
.
2
8
5
1
.
8
7
5
1
.
3
4
5
0
.
9
1
5
2
.
1
5
5
1
.
7
7
46+00
47+00
48
+0
0
49
+0
0
4
9
+
8
6
PI: 46+87.35
PC: 47+57.01
PC: 47+95.53
PC: 48+45.40
PC: 49+37.40
PT: 45+18.03
PT: 47+65.35
PT: 48+06.13PT: 48+78.00
PT: 49+64.96
5
0
.
2
8
T
C
5
1
.
0
6
5
1
.
2
1
5
0
.5
6
5
0
.
7
1
5
1
.
1
2
5
1
.
2
7
5
1
.
2
1
T
C
5
1
.
6
4
5
3
.
1
3
5
3
.
1
0
5
3
.
8
9
5
4
.
0
8
5
3
.
8
4
M
A
T
C
H
5
4
.
0
3
M
A
T
C
H
5
3
.
6
2
M
A
T
C
H
53
.7
0 M
AT
CH
5
2
.
8
5
5
2
.
9
8
5
2
.
9
5
5
3
.
5
6
5
3
.
7
4 5
3
.
9
3
5
3
.
8
9
5
3
.
7
1
5
1
.
8
3
T
C
5
2
.
3
7
T
C
5
2
.
5
7
T
C
5
2
.
9
2
T
C
5
3
.
0
0
5
1
.
6
3
5
1
.
4
9
5
3
.
4
2
M
A
T
C
H
5
3
.
5
2
M
A
T
C
H
5
3
.
3
6
5
3
.
4
5
5
0
.
1
6
5
1
.1
8
5
1
.
8
8
45
+3
5.2
4 M
AT
CH
L
IN
E
(P
RE
VIO
US
S
HE
ET
)
N 1689446.01 E 1707474.07
CL PATH STA. 49+85.92 =
END PROJECT
8 N-0685-01
STA. 45+53.92, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 68.6 LF
STA. 45+52.29, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 104.7 SY
STA. 45+72.72, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 11.7 SY
STA. 45+86.58, LT. INSTALL
WATER METER & CONNECT
TO EXISTING SERVICE
STA. 45+86.60, LT. REMOVE
WATER METER
STA. 46+85.53, LT. CONSTRUCT
CURB & GUTTER, TYPE II, 149.0 LF
STA. 46+31.46, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 10.9 SY
STA. 46+71.17, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 11.1 SY
STA. 47+00.19, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 13.3 SY
STA. 47+54.16, CONSTRUCT
SIDEWALK RAMP (ALT. TYPE I)
w/ NO DETECTABLE WARNING, 12.3 SY
STA. 46+51.19, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 88.4 SY
STA. 47+27.32, REGRADE DRIVE
CONSTRUCT 8" CONCRETE
PAVEMENT (AE), 132.7 SY
5
1
.
8
6
5
1
.
4
8
5
1
.
2
2
(IN FEET)
0 20' 40' 60'10'
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
File
: L
:\2
01
8\1
82
67
06
2 - A
nd
ove
r R
d B
ike
P
ath
\D
ra
win
gs\C
3D
\S
he
ets\P
la
n S
he
et - (5
).d
wg
L
ast S
ave
: 6
/1
1/2
02
0 1
0:4
2 A
M L
ast sa
ve
d b
y: M
TD
ole
ch
ek
La
st p
lo
tte
d b
y: D
ole
ch
ek, M
ark T
. P
lo
t S
tyle
: A
EC
mo
no
.ctb P
lo
t S
ca
le
: 1
:1 P
lo
t D
ate
: 6
/1
1/2
02
0 1
1:1
5 A
M P
lo
tte
r u
se
d: D
WG
T
o P
DF
.p
c3
8 N-0685-01 2020 8 73
..
.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
PLAN
CL PATH STATION
45+35.24 49+85.92
ANDOVER ROAD
CE
NT
RA
L A
VE
.
FIBER OPTIC PEDESTAL (TO
BE RELOCATED BY COX)
IRRIGATION CONTROL VALVE (TO
BE RELOCATED BY OWNER)
EXISTING BENCH AND TRASH
CAN SLAB TO REMAIN
EXISTING R/W
75' TO SEC. LINE
EXISTING R/W
50' TO SEC. LINE
84.66' C/E
10
.0
0' C
/E
PAVEMENT & WALK TO BE REMOVED
NEW 6" BIKE PATH PAVEMENT
TEMPORARY CONSTRUCTION EASEMENTPROPOSED CONCRETE PAVEMENT
PROPOSED PERMANENT EASEMENT OR R/WSTAMPED & COLORED
CONCRETE
20
.0
0' C
/E
10
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 2
83
6)
SECTION LINE
BACK OF CURB
BACK OF CURB
1
9
.
0
0
= PROPOSED ELEVATION
1
9
.
0
0
T
C
= EXISTING TOP OF CURB1
9
.
5
0
= PROPOSED TOP OF CURB
1
9
.
0
0
PROPOSED FL OF CURB
1
9
.
0
0
M
A
T
C
H
= MATCH EXISTING
TRIM TREE AS
NECESSARY
AT&T
DUCT
BANK
COX &
ZAYO
WESTAR
UNDERGROUND
ELECTRIC
PEDESTALS
TO REMAIN
EXPANSION JOINT
ALONG PATH
(SUBSIDIARY TO
CONCRETE)
14.00'
6.0
0'
BENCH (BY OTHERS)
TRASH
CAN (BY
OTHERS)
2.0
0'
3.0
0'
2.00'
3.00'
1.00'
2.00'
6.00'
1.00'
BIKE RACK (BY OTHERS)
CONCRETE SHALL BE 6"
4,000 PSI CONCRETE
WITH BROOMED
FINISH
CONCRETE PAD DETAIL
(FOR BENCH, TRASH, CAN & BIKE RACK)
PROPOSED BIKE PATH
PEDESTAL
TO REMAIN
BENCH MARK
SQUARE CUT
ELEV. = 1353.08
CP #3
CONTROL POINT #3
N 1689501.34, E 1707404.90
Butler County Cap on Bar in Thimble
70.96 feet Southeast to a chiseled "X"on top of curb at the
southwest corner of ramp
63.11 feet Northeast to a chiseled "X"on top of curb at the
southwest corner of ramp
53.40 feet Northwest to a chiseled "X"on top of curb at the
southwest corner of ramp
60.87 feet Southwest to a chiseled "X"on top of curb at the
southwest corner of ramp
BENCHMARK #1: CHISELED SQUARE ON THE TOP OF
CURB AT THE EAST CURB RETURN AT THE SOUTHEAST
CORNER OF CENTRAL AVE. AND ANDOVER RD.
ELEVATION = 1353.08 (NAVD88, G12B)
NOTES
1. Measurements are to back of curb, where curb is present
unless otherwise indicated.
2. All elevations shall have 1300 added to them to obtain
actual
elevations.
3. See sheets 9-13 for geometric plan and detailed
dimensioning
and stationing; including driveway and pavement beyond
R/W.
4. Limits of construction shall extend to and include the
outside
northbound lane of Andover Road for the westerly extents
and the temporary construction easements (C/E) and right of
way (R/W) lines for the easterly extents. The contractor
shall
limit all working room to this area.
-
8' U
TIL
IT
Y E
AS
EM
EN
T
20
' U
TIL
IT
Y E
AS
EM
EN
T
IN
GR
ES
S/E
GR
ES
S E
AS
EM
EN
T
12
.1
3'
10
.8
6'
3+00 4+00
5+
00
6+
00
7+00
8+00
9+00PC: 4+78.57
PC: 5+12.23
PC: 5+39.53
PC: 6+22.79
PC: 7+14.20
PC: 8+13.73
PT: 4+91.13
PT: 5+22.09
PT: 5+49.38
PT: 6+34.09
PT: 7+18.23
PT: 8+19.06
R7
5'
R1
00
'
R1
00
'
R
5
2
.
4
2
'
+8
3 =
℄
DR
IV
E
Wid
th
=
2
4.5
'
+4
5 =
℄
DR
IV
E
Wid
th
=
2
4.0
'
of C
urb
= 3
0.6
''
3+
11
.9
8 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
9+
13
.5
5 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
+8
3 =
℄
DR
IV
E
Wid
th
=
2
4.5
'
+8
3 =
℄
DR
IV
E
Wid
th
=
2
4.5
'
ANDOVER RD.
1+00
2+00 3+00
R
3
0
.
0
0
'
R
3
0
.
0
0
'
R
2
2
.
7
3
'
R
5
2
.
4
2
'
R
6
'
+6
7 =
℄
DR
IV
E
Wid
th
=
1
2.6
'
+8
7 =
℄
DR
IV
E
Wid
th
A
t B
ac
k
of C
urb
= 3
0.6
''
3+
11
.9
8 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
N 1684488.02 E 1707508.08
CL PATH STA. 0+00.00 =
BEGIN PROJECT
8 N-0685-01
(IN FEET)
0 20' 40' 60'10'
KANSAS
STATE PROJECT NO. YEAR
TOTAL
SHEETS
SHEET NO.
RE
FE
RE
NC
ES
C
HE
CK
ED
RE
FE
RE
NC
ES
N
OT
ED
BY
DA
TE
File
: L
:\2
01
8\1
82
67
06
2 - A
nd
ove
r R
d B
ike
P
ath
\D
ra
win
gs\C
3D
\S
he
ets\G
eo
me
try P
la
n S
he
et - (1
).d
wg
L
ast S
ave
: 6
/1
1/2
02
0 1
0:4
3 A
M L
ast sa
ve
d b
y: M
TD
ole
ch
ek
La
st p
lo
tte
d b
y: D
ole
ch
ek, M
ark T
. P
lo
t S
tyle
: A
EC
mo
no
.ctb P
lo
t S
ca
le
: 1
:1 P
lo
t D
ate
: 6
/1
1/2
02
0 1
1:1
6 A
M P
lo
tte
r u
se
d: D
WG
T
o P
DF
.p
c3
8 N-0685-01 2020 9 73
..
.J
UN
2
02
0
KANSAS DEPARTMENT OF TRANSPORTATION
STA. TO STA.
GEOMETRIC PLAN
CL PATH STATION
0+00.00 9+13.55
20'x20' ONEOK EASEMENT
(BOOK 1229, PAGE 41)
ANDOVER ROAD
US
5
4/ 4
00
ANDOVER ROAD
NEW 6" BIKE PATH PAVEMENT
6.4
3'
TEMPORARY CONSTRUCTION EASEMENTPROPOSED CONCRETE PAVEMENT
PROPOSED PERMANENT EASEMENT OR R/W
25.00' C/E
15
.0
0' C
/E
EXISTING R/W
EXISTING R/W
65.00' C/E
15
.0
0' C
/E
50.00'
20
.0
0' C
/E
EXISTING R/W
EXISTING R/W
25.00' C/E40.00' C/E
5.8
5'
FOR INTERSECTION AND
RAMP DETAIL SEE SHEET 14
10
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
49
0)
10
.0
0' K
G&
E
EA
SE
ME
NT
(B
OO
K 2
01
6,
PA
GE
1
48
8)
5.0
0' C
/E
50
.0
0'
5.0
0' C
/E
10
.0
0' (T
yp
.)
10
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
48
6)
5.0
0' C
/E
5.0
0' C
/E
3.0
0' C
/E
5.0
0' C
/E
5.0
0' C
/E
60.00'
5.0
0' P
erm
. E
sm
t.
7.0
0' P
erm
.
Es
mt.
10
.0
0' K
G&
E E
AS
EM
EN
T
(B
OO
K 2
01
6, P
AG
E 1
48
4)
10
.0
0'
2.0
0'
4.1
5'
5.1
2'
5.0
0' C
/E
40.00'
5.0
0' P
erm
. E
sm
t.
STAMPED & COLORED CONCRETE
5.0
0' P
erm
. E
sm
t.
62.00'
5.5
0'
13
.4
6'
13
.7
4'
23.40'
BACK OF CURB
14.19'
6.00'
14.24'
10.00'
6.00'
12.58'
23.45'
30.63'
6.4
8'
50
.0
0'
6.6
1'
SECTION LINE
SECTION LINE
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
10
.0
0' U
TIL
IT
Y
EA
SE
ME
NT
R
0
.
7
5
'
2
0
.
0
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
10
.0
0' U
TIL
IT
Y
EA
SE
ME
NT
NOTES
1. Measurements are to back of curb, where curb is present
unless otherwise indicated.
2. Driveway widths are measured at the east edge of the 10'
path.
10.00'
14.00'
6.0
0'
CP #1
CONTROL POINT #1
N 1684404.08 E 1707528.87
5
8
" Rebar
SW Lot Pin of Lot 1, Block 1 Andover Crossing
10
.0
0'
7.99'
13
.3
0'
-
16+00 17+00
18+0
0
1
9
+
0
0 20+00
21+00
PC: 14+98.32
PC: 15+22.79
PC: 17+18.21
PC: 17+34.31
PC: 17+73.97
PC: 17+87.92
PC: 18+49.32
PC: 18+82.45
PC: 18+98.20
PC: 20+06.41
PC: 20+20.70
PT: 14+78.96
PT: 15+11.67
PT: 15+36.15
PT: 17+24.20
PT: 17+40.30
PT: 17+83.90
PT: 17+99.23
PT: 18+53.63
PT: 18+92.72
PT: 19+08.47
PT: 20+18.21
PT: 20+32.50
PRC: 14+67.59
R3
2'
35
.0
0'
R
3
2
.0
0
'
R3
2'
R3
2'
R3
2'
R
3
2
'
R1
00
'
R3
2'
R
3
2
'
R
3
2
'
R
3
2
'
17
.3
7'
10
.0
0'
17
.3
7'
5.0
0'
17
.3
0'
17
.3
6'
12
.0
0'
12
.0
0'
12
.0
0'
14
.3
3'
5.0
0'
5.0
0'
12
.0
0'
5.0
0'
16
.3
4'
13
.0
0'
20.00'
11
.3
3'
32
.0
0'
37
.0
0'
26
.8
2'
8.0
0'
11
.3
4'
8.0
0'
6.1
4'
13
.1
9'
+4
7 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+0
2 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+6
5 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+0
3 =
℄
DR
IV
E
Wid
th
=
1
9.8
'
+6
1 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+7
0 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+2
4 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
+9
3 =
℄
DR
IV
E
Wid
th
=
1
9.9
'
+4
7 =
℄
DR
IV
E
Wid
th
=
2
0.0
'
15
+1
5.8
5 M
AT
CH
L
IN
E
(T
HIS
S
HE
ET
)
21
+1
8.9
6 M
AT
CH
L
IN
E
(N
EX
T S
HE
ET
)
WILLO
WB
RO
OK
S
T. (W
AT
ER
MA
N S
T.)
9+00
10+0
0
11+00
12
+0
013+00
14+00
PC: 9+68.90
PC: 10+01.27
PC: 10+30.35
PC: 10+72.27
PC: 11+31.68
PC: 12+05.43 PC: 12+69.41
PC: 13+00.23
PC: 13+48.89
PC: 14+56.21
PC: 14+98.32
PC: 15+22.79
