d07-rw-var(c) · 2017. 12. 20. · d07-rw-var(c) pid 104948 odot proposes to acquire right-of-way...
TRANSCRIPT
D07-RW-VAR(C)
PID 104948
ODOT proposes to acquire right-of-way at two existing culvert systems located in Auglaize and
Champaign Counties. The project is necessary to bring the existing culvert systems fully into the
public right-of-way and allow for necessary maintenance on the deteriorated culverts.
The project is funded with state System Preservation funds. Environmental clearance is
scheduled for 02/09/2018. Acquisition is expected to be completed in early 2019.
ODOT County Forces will undertake the necessary culvert maintenance activities in 2019 or
2020. Detours of up to two weeks may be required to allow for the proposed culvert
replacements. Signed detours will be provided.
No utility relocations are anticipated.
AUG-117-0323 – Under the project, the existing 36” corrugated metal and cast iron pipe under
SR 117 in Wayne Township, Auglaize County will be replaced. The proposed replacement will
be a 36” plastic pipe on the same alignment. Rock channel protection will be provided at the
outlet.
At this location, the project is expected to require up to 0.03-acre of new permanent right-of-way
and up to 0.06-acre of temporary right-of-way.
Within the census blockgroups that include the project culvert, minorities represent 2% of the
population; individuals in poverty represent 39% of the population. The surrounding area is
agricultural and residential.
In the vicinity of this culvert, there are no National Historic Landmarks, sites listed or known
eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed.
The culvert carries an intermittent unnamed tributary of an unnamed tributary to the Scioto
River. The project culvert is located at the headwaters of the stream and serves a drainage area
of 0.18 square miles. No wetlands were identified the project limits. Trees at the project
location are scrub/shrub trees that do not offer habitat for the Indiana or northern long-eared bat.
CHP-245-0810 – Under the project, this existing 21” corrugated metal pipe under SR 245 in
Harrison Township, Champaign County will be replaced. The proposed replacement will be an
18” plastic pipe on the same alignment. Rock channel protection will be provided at the outlet.
At this location, the project is expected to require up to 0.03-acre of new permanent right-of-
way. No temporary acquisition is anticipated.
Within the census blockgroups that include the project culvert, there are no reported minorities;
individual in poverty represent 15% of the population. The surrounding area is agricultural and
residential. The culvert is not located within a designated special flood hazard area.
In the vicinity of this culvert, there are no National Historic Landmarks, sites listed or known
eligible for the National Register of Historic Places, or sites for which Ohio
Historic/Archaeological Inventory forms have been completed.
There are no waterways or wetlands within the proposed work limits at this location; the
drainage way carried by the culvert is fully vegetated and lack and ordinary high water mark. No
trees will be removed for the proposed pipe replacement. The culvert is not located within a
designated special flood hazard area.
LATITUDE: N 40° 36' 32.2" LONGITUDE: W 83° 53' 24.8"
PID
NO.
FE
DE
RA
L P
ROJE
CT
NO.
CA
LC
UL
AT
ED
CH
EC
KE
D
I:\f
orce acco
unts\
AU
G\
Pip
es\
SR-117\03.2
3\ro
w\99999_
LG001.dgn 12-
AP
R-2017 8:2
3A
M t
wa
mpler
0
0
2 11
UTILIT
Y
LIS
TD
07-
RW
-V
AR (C)
TP
W
MH
R
LOCATION MAP (Pipe: AUG-117-3.23)
LATITUDE: N 40° 14' 53.3" LONGITUDE: W 83° 50' 00.6"
LOCATION MAP (Pipe: CHP-245-8.10)
LO
CA
TIO
N
MA
PS
AN
D
NA
N
SCALE IN MILES
0 1 2 3 4
PORTION TO BE IMPROVED
INTERSTATE HIGHWAY
COUNTY & TOWNSHIP ROADS
OTHER ROADS
FEDERAL ROUTES
STATE ROUTES
104
94
8
D07-RW-VAR (C)
CHAMPAIGN COUNTY
AUGLAIZE COUNTY
7
1925
31
17
2329
36
6
12
18
24
30
31
8
14
26
32
1
13
20
34
4
10
22
35
5
11
1723
29
28
35
35343332
252829 26
27
26
2728
29
22
1417 1516
111098
2120 23
29
2019
1718
8
5
32
29
Gla
dy
Creek
Graves
Creek
GladyCreek
Muddy
NINEMILE
RDC-37
CH
AP
EL
RD
CA
LL
AN
DR
DC-33
SULLIVANRD
C-45
C-152
C-43
C-44
CH
UR
CH
RD
COUCHMANRD
T-35
T-35
T-7RD
HIT
ER
DT-46
RD
T-7
SA
LE
MC
EM
ET
ER
YR
DT-3
8
CA
RE
YR
DT-226
RD T-37
SULLIVANRD
T-45
TH
OM
PS
ON
RD
T-116
MCIN
TIRE
R
D
T-247
TR
195
T-10
6
LA
KE
DR
GE
RM
AN
ST
PONDST
HILLST
TU
RNPIK
E
ST
TR1082
LemanLake
Black
LakeBradenLake
NewellLake
Creek
C-18
C-31
C-62
C-202
C-18
7
C
C-30
T-30
T-30
T-33
T-7
T-3
2T-18
7
T-19
2
T-7
T-202
T-201
T-18
T-32
T-18
7
T-197
T-193
T-203
T-249
T-196
T-1
95
AMHERST RD
C-205
C-15
S
NAPO
LE
ON
RD
C-222
SPHIL
LIP
SR
D
T-2
29
HA
YR
D
T-231
BO
WD
LE
RD
T-2
12
T-14
PARKER RD
T-254
T-2
33
T-2
31
Muchinip
pi
Creek
BUCKLAND-HOLDEN RD
RD
C-180
ALLEN-UNION-WAYNE RD
GO
SS
AR
DR
DN
C-301
GOSSARD RD E
C-186
FOCHT RD
C-160
GA
NT
RD
C-281
C-307A
C-271B
AN
DR
EW
SR
D
T-275
WO
RR
EL
RD
T-291
HEIT
RD
T-287
AK
ER
SR
D
T-293
MO
YE
RR
D
T-271
SPENCER RD
T-192
GA
NT
RD
T-281
PEP
PL
ER
D
T-281
SMIT
HR
D
T-283
MAY RD
T-156
FOCHT RD
T-160
T-196
Eld
er
C-15
C-110
C-126
C-21
C-150
T-120
T-25
T-130
T-21
T-150
T-25
T-110
T-170
T-19
T-160
T-116
T-
T-140
T-152
HARRISON
WAYNE
Crayon
Springhills
West
Newton
Holden
SIDNEY
WRIG
HT
ST
RUNKLEST
CO
UN
TY
RD
India
na
& O
hio Central
LOGANCOUNTY
River
Mad
AUGLAIZECOUNTY
NT
Y
ALLEN COUNTY
LAIZ
EC
OU
NT
Y
AUGLAIZE COUNTY
ALLEN COUNTY
245
245
508
117
67
117
235
67
DATE COMPLETED 4/11/17
REV. BY DATE DESCRIPTION
CHP-245-8.10
AUG-117-3.23
s
s
s
s s
s
s
s
s
s
s
s
0s
s s
s
s
s
s
0
s
s
s
s
s
s
0
s
.
s
0
.
s
s
s
s
s
.
s
0
s
0
s
s
s
s
s
s
s
s
r
r
r
r r
r
r
r
r
r
r
r
/r
r r
r
r
r
r
/
r
r
r
r
r
r
/
r
-
r
/
-
r
r
r
r
r
-
r
/
r
/
r
r
r
r
r
r
r
r
364
119
274
362363
66
119
364
219
364
29
703
33
116
6629
219
C-6
6
66
29
66
33
197
116
66
197
66
T-2
16
219
33
219
75
67
33
75
197
198
197
198
501
75
65
33
720
33
196
67
65
67
196
385
67
117
,
,
,
,
,
,
,
,
,
364
119
274
362363
66
119
364
219
364
29
703
33
116
6629
219
C-6
6
66
29
66
33
197
116
66
197
66
T-2
16
219
33
219
75
67
33
75
197
198
197
198
501
75
65
33
720
33
196
67
65
67
196
385
67
117
AUGLAIZE COUNTYUnincorporated Places
Airports
Interstate Routes
Proposed Interstate Routes
U S Routes
Proposed U S Routes
State Routes
Proposed State Routes
County Roads
County Sub Division Streets
Proposed County Roads
County Roads (Right of Way only)
Township Roads
Township Sub Division Streets
Proposed Township Roads
Township Roads (Right of Way only)
Municipal Streets
Railroads
County Boundary
City Boundary
Township Boundary
1
2
3
4
0 1 2 3 4 5
Miles
Revised: April - 2015
´ 0 1,000 2,000 3,000 4,000 5,000Feet
AUG-117-0323 Waynesfield, Ohio Quadrangle
´ 0 150 300 450 600 750Feet
AUG-117-0323 Waynesfield, Ohio Quadrangle
170
171| Pave
ment SR-117
Existing 36" CMP & Cast IronExisting 36" CMP & Cast Iron
5"
Cast ir
on
12"
CMP
Width of Pav't
=30.1'
Underground Tele
phone
ESTIMATED QUANTITIES
Longitude = 83.890244°
Latitude = 40.608611°
56.6' 55.4'
Existing 36" CMP & Cast Iron
36" CONDUIT, TYPE A, 707.33, 112 LIN. FT.
PER CMS 703.19B , 5.6 CU. YD.
ROCK CHANNEL PROTECTION, TYPE B
1
13
LMD
10/15/15
| 10 20 30 40 50 60102030405060
DRAWN BY
DATE
REVISED
DESIGN DATA
D
OHIO DEPARTMENT
OF TRANSPORTATION
SCALE I
N F
EET
HO
RIZ
ONTA
LCHECKED
DESIG
NED
N
APPROVED
O10
20
1058
STRUCTURE 3.23
Datum Line Elev. = 1068.00 25
pavement over existing 36" CMP
& Cast Iron
Prior to the installation of this pipe
completed and submitted to Tricia
Bishop. The necessary forms can be
obtained by contacting Tricia at
an environmental impact form must be
497-6721.
1048
1038
1028
1058
1048
1038
1028
Mag Nail set 63.1' west of
existing 36" CMP & Cast Iron
Elevation 1057.30
Channel ProtectionProposed Rock
Elevation 1058.03 on edge of
72.898
28.18
{ 1048.00{ 1046.00
30"
10'
10'
6'
Proposed Rock
Channel Protection
10' X 6' X 2.5' =
ELEVATION = 1058.04
150 CU FT = 5.6 CU YD
LMD
DH
G
ENGINEERS SEAL:
SIGNED:
DATE:
STATE OF OHIO
PR
OFE
SSIONAL ENG
INE
ER
R
EGISTERE
D
E-73588
DANIEL
GRILLIOTHERMAN
DRAINAGE AREA = Acres
Q = CFS YEAR
Proposed 112' of 36" Plastic
ST
RU
CT
UR
E
DE
TAIL -
AU
G-117-3.2
3D
07-
R/
W-
VA
R(C)
DHG 1/8/16
Proposed 112' of 36" Plastic
1 – Looking northwest from culvert
2 – Looking west from culvert
3 – Looking southwest (downstream) from culvert.
Level bank adjacent to stream (right) is vegetated with primarily upland and FACU plants.
4 – Looking south from culvert
5 – Looking southeast from culvert
6 – Looking southeast from culvert
7 – Looking east from culvert
8 – Looking north from culvert
9 – Looking northwest from culvert
10 – Inlet
11 - Looking northwest across inlet
12 – Looking north from inlet
13A - Outlet
Level bank adjacent to stream (left) is vegetated with primarily upland and FACU plants.
13B - Outlet
13C – Tile outlets left of outlet
ss s
s
s
0
s
0
s
s
s
0
s
s
s
ss
0
s
s
s s
s
0
s
s
s
s
s
ss
s
s
s
s
0
s
0
s
s
s
s
s
0
s
0
s
s
s
s
rr r
r
r
/
r
/
r
r
r
/
r
r
r
rr
/
r
r
r r
r
/
r
r
r
r
r
rr
r
r
r
r
/
r
/
r
r
r
r
r
/
r
/
r
r
r
r
55
235
55
560
55
36
36
235
235
29
235
36
29
560
29
245
245
68
55
68
54
544
54
36
29
56
161
29
4
18729
559
161
4
29
296
68
814
245
296
245
507
36
245
36
559
559
559
245
55
235
55
560
55
36
36
235
235
29
235
36
29
560
29
245
245
68
55
68
54
544
54
36
29
56
161
29
4
18729
559
161
4
29
296
68
814
245
296
245
507
36
245
36
559
559
559
245
CHAMPAIGN COUNTYUnincorporated Places
Airports
Mile Markers 2 mile
Interstate Routes
Proposed Interstate Routes
U S Routes
Proposed U S Routes
State Routes
Proposed State Routes
County Roads
County Sub Division Streets
Proposed County Roads
County Roads (Right of Way only)
Township Roads
Township Sub Division Streets
Proposed Township Roads
Township Roads (Right of Way only)
Municipal Streets
Railroads
County Boundary
City Boundary
Township Boundary
1
2
3
4
0 1 2 3 4 5
Miles
Revised: April - 2015
´ 0 1,000 2,000 3,000 4,000 5,000Feet
CHP-245-0810PID 104948
Bellefontaine, Ohio Quadrangle
´ 0 150 300 450 600 750Feet
CHP-245-0810PID 104948
ROCK CHANNEL PROTECTION, TYPE C
Existing 21" CMP
Underground Fib
er O
ptic Cable
Overhead Ele
ctric
Underground Tele
phone
Existing 21" CMP
PER CMS 703.19B , 1.3 CU. YD.
pavement over existing 21" CMP
Elevation 1087.23 on center of
of existing 21" CMP
Mag Nail set 61' west
an environmental impact form must be
Prior to the installation of this pipe
completed and submitted to Tricia
Bishop. The necessary forms can be
obtained by contacting Tricia at
497-6721.
ESTIMATED QUANTITIES
Datum Line Elev. = 1095.00
1090
605040302010|102030405060
LMD
Q = CFS YEAR
DRAINAGE AREA = Ac
DESIGN DATA
APPROVED
REVISED
DATE
DRAWN BY
OF TRANSPORTATION
OHIO DEPARTMENT
ODESIG
NED
CHECKED
SC
AL
E IN F
EE
T
HO
RIZ
ON
TA
L
510
N
4'
Proposed Rock
Channel Protection
Proposed Rock
Channel Protection
18"
D
STRUCTURE 8.10
08/26/16
Longitude = -83.833953°
Latitude = 40.248132°
10
Elevation 1085.91
1085
1080
1075
1090
1085
1080
1075
LM
D
DH
G
18" CONDUIT, TYPE A, 707.33, 70 LIN. FT.
Center of Pave
ment S
R-245
Width of Pav't = 24.1'
14.42
11.12
{ 1080.9
{ 1079.7
ELEVATION = 1087.23
6'
6' X 4' X 1.5' =
6'
36 CU FT = 1.3 CU YD
37.2' 32.8'
DHG 10/17/16
ENGINEERS SEAL:
SIGNED:
DATE:
STATE OF OHIO
PR
OFE
SSIONAL ENG
INE
ER
R
EGISTERE
D
E-73588
DANIEL
GRILLIOTHERMAN
ST
RU
CT
UR
E
DE
TAIL -
CH
P-24
5-8.1
0D
07-
R/
W-
VA
R(C)
2
13
Proposed 70' of 18" Plastic
Proposed 70' of 18" Plastic
428
1 – Looking west from culvert
2 – Looking northwest from culvert
3 – Looking north from culvert
4 – Looking northeast from culvert
5 – Looking east from culvert
6 – Looking east from culvert
7 – Looking southeast from culvert
8 – Looking south from culvert
9 – Looking southwest from culvert
10 – Looking west from culvert
11 - Inlet
12 - Outlet