P A M HAN-15-20.90 L&R...1 2 ebig low ave c-95 c-95 c-1 4 4 c-3 0 0-99 c - 1 8 c-2 2 3 c-9 5 t-1 3 6...
8
N LO C A T I ON M A P 29 2 SCALE IN MILES 0 D 01 - G R - FY 2020 HAN-68-13.02 L&R HAN-15-17.97 L&R HAN-15-23.18 L&R HAN-15-23.98 L&R HAN-15-25.38 L&R HANCOCK COUNTY HAN-15-20.90 L&R HAN-15-22.46 L&R 0.5 1 1.5 2 ENTRANCE RAMP HAN-15-EB EXIT RAMP HAN-68-SB HAN-15-21.53 (SR37) TO SR330 EXIT FROM EB SR15 HAN-15-26.68 (SR330) TO EB SR15 ENTRANCE FROM SR330 TO WB SR15 ENTRANCE FROM SR330 TO SR330 EXIT FROM EB SR15 WYA-15-0.70 EB&WB WYA-15-2.10 EB E a gl e Cr eek S il v e r C r ee k Dit ch S t a h l Bu ck r un Cr eek L ye C r ee k L ye C r ee k Outlet Ditch D it c h The T h e O u tl e t C o r b i n C - 2 6 C - 2 6 C - 26 C-26 C- 330 C- 23 C- 8 C-7 C-7 C - 172 C - 172 C- 11 C- 248 C- 193 C- 264 C- 180 C-169 C-3 C - 162 C- 252 C - 169 C- 180 C - 290 T-25 T - 2 0 5 T-168 T - 2 0 7 T- 255 T- 2 5 4 T-37 T - 173 T- 196 T- 179 T- 190 T- 190 T-45 T - 166 T- 234 T- 251 T - 167 T- 2 58 T - 2 0 8 T- 244 T- 242 T- 227 T - 174 T- 240 T- 253 T- 77 T - 162 T-206 T- 237 T - 159 T- 165 T - 1 6 3 T-40 T- 198 T- 266 T- 172 T - 175 T - 197 T- 195 T - 202 T- 188 T- 74 T - 201 T- 199 T- 190 T - 170 T- 233 WESTERN AVE T- 77 T - 1 7 1 T- 180 T-204 T- 245 T - 160 T - 2 0 1 T-164 T- 199 T- 192 T-297 T-263 T - 2 2 7 T-80 T- 309 T - 2 9 5 T- 241 Run S p r i n g B r o w n Dit ch C-3 C- 96 T-24 T-5 T- 95 T-23 T - 2 1 T - 2 2 T-20 T- 96 T-26 T- 87 B T-27 T- 89 T-19 T-138 C- 197 VANLUE CAREY FINDLAY Pratts Houcktown CSX Tr an s por t ati on , I n c. CSX T r a n s p o r t a t i o n , I n c . Findlay Reservoir Bl a n ch a r d Ri v er B l a n c h a r d R i v e r WYANDOT COUNTY HANCOCK COUNTY WYANDOT COUNTY HANCOCK COUNTY HANCOCK COUNTY S E NE CA COUNTY W YANDO T C OUN T Y S E N E C A C OUN T Y 37 37 37 568 568 568 15 15 15 103 330 68 103 568 15 68 37 103 68
Transcript of P A M HAN-15-20.90 L&R...1 2 ebig low ave c-95 c-95 c-1 4 4 c-3 0 0-99 c - 1 8 c-2 2 3 c-9 5 t-1 3 6...
N
LO
CA
TIO
N
MA
P
29
2
SCALE IN MILES
0
D0
1-
GR-F
Y2
02
0
HAN-68-13.02 L&R
HAN-15-17.97 L&R
HAN-15-23.18 L&R
HAN-15-23.98 L&R
HAN-15-25.38 L&R
HANCOCK COUNTY
HAN-15-20.90 L&R
HAN-15-22.46 L&R
0.5 1 1.5 2
ENTRANCE RAMP
HAN-15-EB
EXIT RAMP
HAN-68-SB
HAN-15-21.53 (SR37)
TO SR330
EXIT FROM EB SR15
HAN-15-26.68 (SR330)
TO EB SR15
ENTRANCE FROM SR330
TO WB SR15
ENTRANCE FROM SR330
TO SR330
EXIT FROM EB SR15
WYA-15-0.70 EB&WB
WYA-15-2.10 EB
Eagle
Creek
Silver
Creek
Ditch
Stahl
Buckrun
Creek
Lye
Creek
Lye
Cree
k
Outlet
Ditch
Ditch
The
The Outlet
Corbin
C-26
C-26
C-26C-26
C-330
C-23
C-8
C-7
C-7
C-172C-172
C-11
C-248
C-19
3
C-264
C-18
0
C-169
C-3
C-162
C-252
C-169
C-18
0
C-290
T-25
T-205
T-168
T-207
T-255
T-254
T-37
T-173
T-19
6
T-17
9
T-19
0
T-19
0
T-45
T-166
T-234
T-251
T-167
T-258
T-208
T-244
T-242
T-227
T-174
T-240
T-253
T-77
T-162
T-206
T-237
T-159
T-16
5
T-163
T-40
T-19
8
T-266
T-17
2
T-175
T-197
T-19
5
T-202
T-18
8
T-74
T-201
T-19
9
T-19
0
T-170
T-233
WES
TE
RN
AV
E
T-77
T-171
T-18
0
T-204
T-245
T-160
T-2
01
T-164
T-19
9
T-19
2
T-297
T-263
T-2
27
T-80
T-309
T-295
T-241
Run
Spring
Brown
Dit
ch
C-3
C-96
T-24
T-5
T-95
T-23
T-21
T-22
T-20
T-96
T-26
T-87
B
T-27
T-89
T-19
T-138
C-19
7
VANLUE
CAREY
FINDLAY
Pratts
Houcktown
CS
X Transportatio
n, Inc.
CS
X
Tra
nsportation,In
c.
Findlay
Reservoir
Bla
nchard
River
Blanchard River
WY
AN
DO
T C
OU
NT
Y
HA
NC
OC
K C
OU
NT
Y
WY
AN
DO
T C
OU
NT
Y
HA
NC
OC
K C
OU
NT
Y
HA
NC
OC
K C
OU
NT
Y
SE
NE
CA C
OU
NT
Y
WYANDOT COUNTY
SENECA COUNTY
37
37
37
568
568
568
15
15
15
103
330
68
103
568
15
68
37
103
68
N
LO
CA
TIO
N
MA
P
29
3
D0
1-
GR-F
Y2
02
0
HANCOCK COUNTY
HANCOCK COUNTY
SCALE IN MILES
0 0.5 1 1.5 2
SCALE IN MILES
0 0.5 1 1.5 2
SCALE IN MILES
0 0.5 1 1.5 2
ALLEN COUNTY
MUMAUGH RD. @ LOST CREEK
TRENTON AVE. @ BROAD AVE.
SR-12 @ SOUTH BRANCH PORTAGE RIVER
MUMAUGH RD. @ NORTH OF SR-309
Portage
C-109
C-216
C-257
T-218
T-218
T-214T-214
T-243
T-243
T-247
T-261
T-217
T-257
T-254
T-238
T-256
T-249
T-238
T-260
T-143
Aurand
C-13
9C-13
9
C-14
0C-14
0
C-18
C-212
C-88
C-212
E BIGELOW AVE
C-95C-95
C-1
44
C-300
-99
C-18
C-2
23
C-95
T-13
6
T-230
T-89
T-99
T-94
T-334
T-94
T-89
T-94
T-89
Lima
Reservoir
Lost
Crosle
y
Ditch
RESERVOIR RD
C-190C-190
SL
AB
TO
WN
C-1
65
C-193
CLUM RD
C-195
NT
HA
YER
RD
C-17
3C-1
73
C-125
NC
OO
LR
D
T
CO
OL
RD
T-209 RD
T-1
69
FIS
HER
RD
T-2
21
E 4TH ST
T-192
NM
CC
LU
RE
RD
T-2
15
ST
HA
YER
RD
T-1
73
N
T-1
61
T-1
68
MOWERYRDT-191
T-4
69
CLUM RD
T-195
RO
USH
RD
T-1
63
SM
CC
LU
RE
RD
T-2
15
T-189
T-1
T-2
15A
T-4
69
T-3
55
T
-190A
T-308
C-16
8 S T
HA
YE
R R
D
BR
OA
D
AV
E.
ARCADIA
FINDLAY
LIMA
Murphys
Chase
Corp
oratio
n
Corporation
CSXTr
CSX Transportati
on, Inc.
Branch
RiverReservoir
Reservoir
Ferguson
Reservoir
Metzger
Creek
Lost
12
75
37
12
568
224
75
65
81
81
117
309
12
224
224
224
12
12
75
75
THESE LOCATIONS CONSIST OF VARIOUS OVERPASSES OVER 4 LANE MAINLINE IN DISTRICT 1.
NOTE: SEE SHEET 24 FOR A LIST OF ADDITIONAL LOCATIONS NOT SHOWN ON LOCATION MAPS.
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GUARDRAIL202 203 209 517 606
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PA
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LOCATION
LA
YO
UT
DIMENSIONS
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
SID
E
AB
UT
ME
NT
X L R D
FT FT FT FT FT FT EACH EACH CY STA. FT FT FT EACH EACH EACH EACH EACH EACH EACH EACH
LT REAR 1 62.5 22
01/NFP/OT
93.75 1.0 25 62.5 1 1
BRIDGE 22 137.5
HAN-68-13.02 L LT FWD. 2 100 22 168.75 5 1.8 25 100 1 1
(Eagle Creek) RT REAR 3 18 18.75 0.4 25 1 1
BRIDGE 18 137.5
RT FWD. 4 18 93.75 62.5 1 30 2.1 25 100 50 1 1
LT REAR 4 18 93.75 62.5 1 30 2.1 25 100 50 1 1
BRIDGE 18 137.5
HAN-68-13.02 R LT FWD. 3 18 18.75 0.4 25 1 1
(Eagle Creek) RT REAR 5 518.75 22 543.75 5.4 25 518.75 1
BRIDGE 22 137.5
RT FWD. 1 587.5 22 618.75 6.3 25 587.5 1 1
HAN-68-SB EXIT RAMPLT REAR 6 987.5 5 1031.25 5 10.4 987.5 1
RT REAR 6 962.5 9 1006.25 5 10.1 962.5 1
HAN-15-EB ENTRANCE RAMP LT 7 437.5 5 500 5 5.0 437.5 1 1
LT REAR No Work
HAN-15-17.97 L LT FWD. 8 1300 22 1375 5 13.8 31.25 1300 1 1
(Conrail Railroad) RT REAR 9 18 31.25 0.4 31.25 1 1
RT FWD. 10 18 118.75 25 1 30 2.1 31.25 100 50 1 1
LT REAR 10 18 118.75 25 1 30 2.1 31.25 100 50 1 1
HAN-15-17.97 R LT FWD. 9 18 31.25 0.4 31.25 1 1
(Conrail Railroad) RT REAR 8 2525 22 2600 26.1 31.25 2525 1 1
RT FWD. 11 1212.5 22 1250 12.6 31.25 1212.5 1 1
LT REAR 1 750 22 781.25 7.9 25 750 1 1
BRIDGE 22 106.25
HAN-15-20.90 L LT FWD. 2 700 22 768.5 7.8 25 700 1 1
(Lye Creek) RT REAR 3 18 6.25 1 0.4 25 1 1
BRIDGE 18 106.25
RT FWD. 4 18 137.5 12.5 1 1 30 2.1 25 100 50 1 1
LT REAR 4 18 112.5 12.5 1 30 2.1 25 100 50 1 1
BRIDGE 18 106.25
HAN-15-20.90 R LT FWD. 3 18 6.25 0.4 25 1 1
(Lye Creek) RT REAR 2 875 22 950 9.5 25 875 1 1
BRIDGE 22 106.25
RT FWD. 1 562.5 22 593.25 6.0 25 562.5 1 1
HAN-15-21.53 EB MED. 12 62.5 75 1 30 1.7 50 75 1 1
HAN-15-21.53 WB MED. 12 62.5 75 1 30 1.7 50 75 1 1
LT REAR 15 1000 22 1031.25 10.4 25 1000 1 1
BRIDGE 22 68.75
HAN-15-22.46 L LT FWD. 16 22 1350 13.5 25 1275 1 1
(Hoy Ditch) RT REAR 20 18 6.25 0.4 25 1 1
BRIDGE 18 68.75
RT FWD. 17 18 12.5 12.5 1 2.1 25 100 50 1 1
LT REAR 17 18 125 12.5 1 2.1 25 100 50 1 1
BRIDGE 18 68.75
HAN-15-22.46 R LT FWD. 20 18 6.25 0.4 25 1 1
(Hoy Ditch) RT REAR 16 750 22 818.75 8.3 25 750 1 1
BRIDGE 22 68.75
RT FWD. 15 1212.5 22 1250 1 12.5 25 1212.5 1 1
PLAN SPLIT SUBTOTALS 01/NFP/OT 17793.00 375.00 3 10 265 191.8 1250.0 818.75 900.00 15818.75 550.00 10 8 10 7 24 10
TOTALS CARRIED TO GENERAL SUMMARY 17793.00 375.00 3 10 265 192 1250.0 818.75 900.00 15818.75 550.00 10 8 10 7 24 10
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Projectdata\10
3435\
Desig
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Road
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Sheets\10
3435_
GQ002.d
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Sheet 9/20/2019 11:4
5:2
8
AM
mm
ueller
SU
BS
UM
MA
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XX
X
MJ
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29
20
D0
1-
GR-F
Y2
02
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GUARDRAIL
LOCATION
LA
YO
UT
DIMENSIONS
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
SID
E
AB
UT
ME
NT
X L R D
FT FT FT FT
LT REAR 1 62.5 22
01/NFP/OT
BRIDGE 22
HAN-68-13.02 L LT FWD. 2 100 22
(Eagle Creek) RT REAR 3 18
BRIDGE 18
RT FWD. 4 18
LT REAR 4 18
BRIDGE 18
HAN-68-13.02 R LT FWD. 3 18
(Eagle Creek) RT REAR 5 518.75 22
BRIDGE 22
RT FWD. 1 587.5 22
HAN-68-SB EXIT RAMPLT REAR 6 987.5 5
RT REAR 6 962.5 9
HAN-15-EB ENTRANCE RAMP LT 7 437.5 5
LT REAR No Work
HAN-15-17.97 L LT FWD. 8 1300 22
(Conrail Railroad) RT REAR 9 18
RT FWD. 10 18
LT REAR 10 18
HAN-15-17.97 R LT FWD. 9 18
(Conrail Railroad) RT REAR 8 2525 22
RT FWD. 11 1212.5 22
LT REAR 1 750 22
BRIDGE 22
HAN-15-20.90 L LT FWD. 2 700 22
(Lye Creek) RT REAR 3 18
BRIDGE 18
RT FWD. 4 18
LT REAR 4 18
BRIDGE 18
HAN-15-20.90 R LT FWD. 3 18
(Lye Creek) RT REAR 2 875 22
BRIDGE 22
RT FWD. 1 562.5 22
HAN-15-21.53 EB MED. 12
HAN-15-21.53 WB MED. 12
LT REAR 15 1000 22
BRIDGE 22
HAN-15-22.46 L LT FWD. 16 22
(Hoy Ditch) RT REAR 20 18
BRIDGE 18
RT FWD. 17 18
LT REAR 17 18
BRIDGE 18
HAN-15-22.46 R LT FWD. 20 18
(Hoy Ditch) RT REAR 16 750 22
BRIDGE 22
RT FWD. 15 1212.5 22
PLAN SPLIT SUBTOTALS 01/NFP/OT
TOTALS CARRIED TO GENERAL SUMMARY
620 626 659
(TY
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GR
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EACH EACH EACH EACH EACH SY
2 33
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1 3 60
2 13
2
4 70
4 70
2
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7 180
2
8 210
12 347
12 337
6 167
1 15 460
2 13
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4 70
2 13
1 28 870
14 420
9 263
2
1 9 260
2 13
2
4 70
4 70
2
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1 11 317
2
7 200
3 57
3 57
12 347
1
1 15 450
2 13
1
4 70
4 70
1
2 13
1 10 277
1
14 417
7 10 10 137 111 6393
7 10 10 137 111 6393
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LOCATION
LA
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UT
DIMENSIONS
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
SID
E
AB
UT
ME
NT
X L R D
FT FT FT FT FT FT EACH EACH CY STA. FT FT FT EACH EACH EACH EACH EACH EACH EACH
LT REAR 1 587.5 22
01/NFP/OT
618.75 1 6.3 25 587.5 1 1
BRIDGE 22 206.25
HAN-15-23.18 L LT FWD. 2 1875 22 1943.75 5 19.5 25 1875 1 1
(Blanchard River) RT REAR 3 18 12.5 0.4 25 1 1
BRIDGE 18 206.25
RT FWD. 4 18 118.75 12.5 1 30 2.1 25 100 50 1 1
LT REAR 4 18 112.5 12.5 1 30 2.1 25 100 50 1 1
BRIDGE 18 206.25
HAN-15-23.18 R LT FWD. 3 18 18.75 1 0.4 25 1 1
(Blanchard River) RT REAR 2 775 22 850 5 8.5 25 775 1 1
BRIDGE 22 206.25
RT FWD. 1 1700 22 1737.5 17.4 25 1700 1 1
LT REAR 1 1287.5 22 1325 13.3 25 1287.5 1 1
BRIDGE 22 87.5
HAN-15-23.98 L LT FWD. 2 1212.5 22 1281.25 1 5 12.9 25 1212.5 1 1
(Stahl Ditch) RT REAR 3 18 18.75 0.4 25 1 1
BRIDGE 18 87.5
RT FWD. 4 18 118.75 12.5 1 30 2.1 25 100 50 1 1
LT REAR 4 18 112.5 12.5 1 30 2.1 25 100 50 1 1
BRIDGE 18 87.5
HAN-15-23.98 R LT FWD. 3 18 12.5 0.4 25 1 1
(Stahl Ditch) RT REAR 2 1350 22 1425 5 14.3 25 1350 1 1
BRIDGE 22 87.5
RT FWD. 1 1162.5 22 1200 12.0 25 1162.5 1 1
LT REAR 1 487.5 22 525 5.3 25 487.5 1 1
BRIDGE 22 81.25
HAN-15-25.38 L LT FWD. 2 975 22 1043.75 5 10.5 25 975 1 1
(Pearly Harris Ditch) RT REAR 3 18 12.5 0.4 25 1 1
BRIDGE 18 81.25
RT FWD. 4 18 118.75 12.5 1 30 2.1 25 100 50 1 1
LT REAR 4 18 112.5 12.5 1 30 2.1 25 100 50 1 1
BRIDGE 18 81.25
HAN-15-25.38 R LT FWD. 3 18 12.5 0.4 25 1 1
(Pearly Harris Ditch) RT REAR 2 512.5 22 587.5 5 5.9 25 512.5 1 1
BRIDGE 22 81.25
RT FWD. 1 800 22 831.25 8.4 25 800 1 1
HAN-15-26.68 EB MED. 13 50 200 1 5 1.8 37.5 100 1 1
HAN-15-26.68 WB MED. 13 50 200 1 5 1.8 37.5 100 1 1
EXIT FROM EB SR-15 TO SR-330 RT 15 950 75 50 1025 1 10 10.5 950 2
EXIT FROM EB SR-15 TO SR-330 LT 16 675 62.5 40 725 5 7.3 675 1
ENTR. FROM SR-330 TO EB SR-15 RT 17 1662.5 62.5 60 1700 1 5 17.3 1662.5 1 1
ENTR. FROM SR-330 TO EB SR-15 LT 18 650 50 30 662.5 6.6 650 1
EXIT FROM WB SR-15 TO SR-330 RT 15 725 62.5 50 800 1 10 8.3 725 2
EXIT FROM WB SR-15 TO SR-330 LT 16 575 62.5 35 625 5 6.3 575 1
ENTR. FROM SR-330 TO WB SR-15 RT 17 737.5 62.5 55 775 1 5 8.0 737.5 1 1
ENTR. FROM SR-330 TO WB SR-15 LT 18 587.537.5 30
600 6.0 587.5 125 50
WYA-15-0.70 EB RT 14 400 22 462.5 5 4.6 400 1 1
WYA-15-0.70 WB RT 14 587.5 22 650 5 6.5 587.5 1 1
WYA-15-2.10 EB LT 14 187.5 21 225 1 5 2.5 187.5 1 1
WYA-15-2.10 EB RT 14 175 22 212.5 1 5 2.4 175 1 1
PLAN SPLIT SUBTOTALS 01/NFP/OT 22712.50 475 6 3 8 280 239.2 1500.0 600.00 1037.50 20275.00 500.00 18 6 16 24 8
TOTALS CARRIED TO GENERAL SUMMARY 22712.50 475 6 3 8 280 239 1500.0 600.00 1037.50 20275.00 500.00 18 6 16 24 8
CA
LC
UL
AT
ED
CH
EC
KE
D
I:\
Projectdata\10
3435\
Desig
n\
Road
way\
Sheets\10
3435_
GQ004.d
gn
Sheet 9/20/2019 11:4
5:3
0
AM
mm
ueller
SU
BS
UM
MA
RY
XX
X
MJ
M
29
22
D0
1-
GR-F
Y2
02
0
CALCULATIONS
TOTALS CARRIED TO GENERAL SUMMARY
ITEM 659 - COMMERCIAL FERTILIZER
ITEM 659 - WATER
(01/NFP/OT) =
(01/NFP/OT) =
(01/NFP/OT) =
(14365)(9)(1/1000)(30)(1/2000) = 1.94 TON
(2)(14365)(9)(1/1000)(300)(1/1000) = 78 MGAL
6393 + 7972 = 14365 SY
GUARDRAIL
LOCATION
LA
YO
UT
DIMENSIONS
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
SID
E
AB
UT
ME
NT
X L R D
FT FT FT FT
LT REAR 1 587.5 22
01/NFP/OT
BRIDGE 22
HAN-15-23.18 L LT FWD. 2 1875 22
(Blanchard River) RT REAR 3 18
BRIDGE 18
RT FWD. 4 18
LT REAR 4 18
BRIDGE 18
HAN-15-23.18 R LT FWD. 3 18
(Blanchard River) RT REAR 2 775 22
BRIDGE 22
RT FWD. 1 1700 22
LT REAR 1 1287.5 22
BRIDGE 22
HAN-15-23.98 L LT FWD. 2 1212.5 22
(Stahl Ditch) RT REAR 3 18
BRIDGE 18
RT FWD. 4 18
LT REAR 4 18
BRIDGE 18
HAN-15-23.98 R LT FWD. 3 18
(Stahl Ditch) RT REAR 2 1350 22
BRIDGE 22
RT FWD. 1 1162.5 22
LT REAR 1 487.5 22
BRIDGE 22
HAN-15-25.38 L LT FWD. 2 975 22
(Pearly Harris Ditch) RT REAR 3 18
BRIDGE 18
RT FWD. 4 18
LT REAR 4 18
BRIDGE 18
HAN-15-25.38 R LT FWD. 3 18
(Pearly Harris Ditch) RT REAR 2 512.5 22
BRIDGE 22
RT FWD. 1 800 22
HAN-15-26.68 EB MED. 13
HAN-15-26.68 WB MED. 13
EXIT FROM EB SR-15 TO SR-330 RT 15 950 75 50
EXIT FROM EB SR-15 TO SR-330 LT 16 675 62.5 40
ENTR. FROM SR-330 TO EB SR-15 RT 17 1662.5 62.5 60
ENTR. FROM SR-330 TO EB SR-15 LT 18 650 50 30
EXIT FROM WB SR-15 TO SR-330 RT 15 725 62.5 50
EXIT FROM WB SR-15 TO SR-330 LT 16 575 62.5 35
ENTR. FROM SR-330 TO WB SR-15 RT 17 737.5 62.5 55
ENTR. FROM SR-330 TO WB SR-15 LT 18 587.537.5 30
25 50
WYA-15-0.70 EB RT 14 400 22
WYA-15-0.70 WB RT 14 587.5 22
WYA-15-2.10 EB LT 14 187.5 21
WYA-15-2.10 EB RT 14 175 22
PLAN SPLIT SUBTOTALS 01/NFP/OT
TOTALS CARRIED TO GENERAL SUMMARY
620 626 659
(TY
PE C)
GR
OU
ND
MO
UN
TE
D
DE
LIN
EA
TO
R, P
OS
T
(TY
PE
D)
GR
OU
ND
MO
UN
TE
D
DE
LIN
EA
TO
R, P
OS
T
TY
PE 1 (1-
WA
Y)
BA
RRIE
R R
EF
LE
CT
OR,
TY
PE 1 (BI-
DIR
EC
TIO
NA
L)
BA
RRIE
R R
EF
LE
CT
OR,
TY
PE 2 (1-
WA
Y)
BA
RRIE
R R
EF
LE
CT
OR,
TY
PE 2 (BI-
DIR
EC
TIO
NA
L)
BA
RRIE
R R
EF
LE
CT
OR,
SE
EDIN
G
AN
D
MU
LC
HIN
G
EACH EACH EACH EACH EACH EACH SY
8 210
2
1 21 650
2 13
2
4 70
4 70
2
2 13
1 10 283
2
19 580
15 443
2
1 14 430
2 13
2
4 70
4 70
2
2 13
1 16 477
2
13 400
7 177
2
1 12 350
2 13
2
4 70
4 70
2
2 13
1 7 197
2
10 280
3 60
3 60
2 12 350
1 9 243
1 19 577
8 220
2 10 277
1 8 210
1 9 267
7 200
6 153
8 217
1 4 83
1 4 80
13 3 12 12 170 132 7972
16 12 12 170 132 7972
CA
LC
UL
AT
ED
CH
EC
KE
D
I:\
Projectdata\10
3435\
Desig
n\
Road
way\
Sheets\10
3435_
GQ005.d
gn
Sheet 9/20/2019 10:2
0:16
AM
mm
ueller
SU
BS
UM
MA
RY
XX
X
MJ
M
29
23
D0
1-
GR-F
Y2
02
0
CALCULATIONS
TOTALS CARRIED TO GENERAL SUMMARY
ITEM 659 - COMMERCIAL FERTILIZER
ITEM 659 - WATER
= 0.05 TON
373 SY
(373)(9)(1/1000)(30)(1/2000)
(2)(373)(9)(1/1000)(300)(1/1000) = 2 MGAL
GUARDRAIL202 203 209 606 626 659
AS P
ER P
LA
N
GU
AR
DR
AIL R
EM
OV
ED,
AS P
ER P
LA
N
RE
MO
VE
D, T
YP
E
A,
AN
CH
OR
ASS
EM
BL
Y
EM
BA
NK
ME
NT
GU
AR
DR
AIL
RES
HA
PIN
G
UN
DE
R
AS P
ER P
LA
N
GU
AR
DR
AIL, T
YP
E 5,
AS P
ER P
LA
N
GU
AR
DR
AIL, T
YP
E
MG
S,
AS P
ER P
LA
N
WIT
H L
ON
G P
OS
TS,
GU
AR
DR
AIL, T
YP
E
MG
S
TY
PE E
AN
CH
OR
ASS
EM
BL
Y,
(MA
SH 2016)
MG
S T
YP
E E
AN
CH
OR
ASS
EM
BL
Y,
TY
PE T
AN
CH
OR
ASS
EM
BL
Y,
MG
S T
YP
E T
AN
CH
OR
ASS
EM
BL
Y,
AS P
ER P
LA
N
ASS
EM
BL
Y, T
YP
E 4,
BRID
GE T
ER
MIN
AL
(BI-
DIR
EC
TIO
NA
L)
TY
PE 2
BA
RRIE
R R
EF
LE
CT
OR,
SE
EDIN
G
AN
D
MU
LC
HIN
G
LOCATION
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
SID
E
AB
UT
ME
NT
FT CY STA. FT FT EACH EACH EACH EACH EACH EACH EACH SY
MUMAUGH RD. NORTH OF SR-309 LT
SAFETY
250 5 2.8 212.5 1 1 4 93
MUMAUGH RD. NORTH OF SR-309 LT 162.5 5 2.1 150 1 1 4 70
LT REAR 25 5 1.0 25 1 1 2 33
BRIDGE
MUMAUGH RD. LT FWD. 50 5 0.8 25 18.75 1 1 2 27
(Lost Creek) RT REAR 50 5 1.6 25 62.5 1 1 3 53
BRIDGE
RT FWD. 25 5 1.0 25 1 1 2 33
TRENTON AVE. AT BROAD AVE. RT 56.25 1 0.8 68.75 1 27
LT REAR
BRIDGE
SR-12 LT FWD. 1 5 0.5 1 2 17
(South Branch Portage River) RT REAR 1 0.3 12.5 1 2 10
BRIDGE 0.0 1 0
RT FWD. 12.5 1 0.3 12.5 1 2 10
PLAN SPLIT SUBTOTALS SAFETY 631.25 4 35 11.2 125.00 150.00 362.50 3 3 3 3 4 28 373
TOTALS CARRIED TO GENERAL SUMMARY 631.25 4 35 11 125.00 150.00 362.50 3 3 3 3 4 28 373
SAFETY) =
(SAFETY) =
(SAFETY) =
CA
LC
UL
AT
ED
CH
EC
KE
DS
UB
SU
MM
AR
YX
XX
MJ
M
I:\
Projectdata\10
3435\
Desig
n\
Road
way\
Sheets\10
3435_
GQ006.d
gn
Sheet 9/20/2019 10:2
0:17
AM
mm
ueller
GUARDRAIL REPLACEMENT QUANTITY INCLUDES 50' IN ADDITION TO EACH TYPE E
NOTE: GUARDRAIL REMOVED QUANTITY INCLUDES 75' AT EACH TYPE A
29
24
D0
1-
GR-F
Y2
02
0
CALCULATIONS
TOTALS CARRIED TO GENERAL SUMMARY
ITEM 659 - COMMERCIAL FERTILIZER
ITEM 659 - WATER
= 0.86 TON
6358 SY
(6358)(9)(1/1000)(30)(1/2000)
(2)(6358)(9)(1/1000)(300)(1/1000) = 34 MGAL
(SAFETY) =
(SAFETY) =
(SAFETY) =
VAN-30
SAFETY
Stripe Rd. 4 300 4 20 4.0 200 4 8 133
Gilliland Rd. 4 300 4 20 4.0 200 4 8 133
Lincoln Hwy. 2 150 2 10 2.0 100 2 4 67
Hoaglin Center Rd. 4 300 4 20 4.0 200 4 8 133
Gamble Rd. 4 300 4 20 4.0 200 4 8 133
Chenowith Rd. 4 300 4 20 4.0 200 4 8 133
Ringwald Rd. 4 300 4 20 4.0 200 4 8 133
Lincoln Hwy. 3 225 3 15 3.0 150 3 6 100
Middle Point Wetzel Rd. 2 150 2 10 2.0 100 2 4 67
Converse Roselm Rd. 4 300 4 20 4.0 200 4 8 133
Bockey Rd. 4 300 4 20 4.0 200 4 8 133
John Brickner Rd. 4 300 4 20 4.0 200 4 8 133
Shenk Rd. 4 300 4 20 4.0 200 4 8 133
SR 66 2 150 2 10 2.0 100 2 4 67
WYA-23
SR 199 3 225 3 15 3.0 150 3 6 100
Upper Sandusky Nevada Rd. 4 300 4 20 4.0 200 4 8 133
Wyandot Ave. 4 300 4 20 4.0 200 4 8 133
CR 47 3 225 3 15 3.0 150 3 6 100
WYA-30
TR 49 3 225 3 15 3.0 150 3 6 100
PLAN SPLIT SUBTOTALS SAFETY 14325.00 191 955 191.0 9550.00 191 382 6358
TOTALS CARRIED TO GENERAL SUMMARY 14325.00 191 955 191 9550.00 191 382 6358
GUARDRAIL202 203 209 606 626 659
AS P
ER P
LA
N
GU
AR
DR
AIL R
EM
OV
ED,
AS P
ER P
LA
N
RE
MO
VE
D, T
YP
E
A,
AN
CH
OR
ASS
EM
BL
Y
EM
BA
NK
ME
NT
GU
AR
DR
AIL
RES
HA
PIN
G
UN
DE
R
AS P
ER P
LA
N
WIT
H L
ON
G P
OS
TS,
GU
AR
DR
AIL, T
YP
E
MG
S
(MA
SH 2016)
MG
S T
YP
E E
AN
CH
OR
ASS
EM
BL
Y,
(BI-
DIR
EC
TIO
NA
L)
TY
PE 2
BA
RRIE
R R
EF
LE
CT
OR,
SE
EDIN
G
AN
D
MU
LC
HIN
G
LOCATION
PL
AN SP
LIT
COUNTY-ROUTE-SECTION
#
OF T
YP
E
A's
FT CY STA. EACH EACH EACH SY
ALL-75
SAFETY
Stewart Rd. 4 300 4 20 4.0 200 4 8 133
Bible Rd. 4 300 4 20 4.0 200 4 8 133
Slabtown Rd. 4 300 4 20 4.0 200 4 8 133
Thayer Rd. 4 300 4 20 4.0 200 4 8 133
Napoleon Rd. 3 225 3 15 3.0 150 3 6 100
Swaney Rd. 4 300 4 20 4.0 200 4 8 133
Phillips Rd. 4 300 4 20 4.0 200 4 8 133
Hillville Rd. 4 300 4 20 4.0 200 4 8 133
HAN-75
County Line Rd. 4 300 4 20 4.0 200 4 8 133
SR 103 (Jefferson St.) 3 225 3 15 3.0 150 3 6 100
TR 56 4 300 4 20 4.0 200 4 8 133
CR 12 6 450 6 30 6.0 300 6 12 200
CR 37 4 300 4 20 4.0 200 4 8 133
CR 60 4 300 4 20 4.0 200 4 8 133
SR 698 5 375 5 25 5.0 250 5 10 167
CR 9 4 300 4 20 4.0 200 4 8 133
CR 313 4 300 4 20 4.0 200 4 8 133
Harrison St. 4 300 4 20 4.0 200 4 8 133
TR 101 2 150 2 10 2.0 100 2 4 67
ALL-30
Lincoln Hwy. 2 150 2 10 2.0 100 2 4 67
SR 309 2 150 2 10 2.0 100 2 4 67
Gomer Rd. 4 300 4 20 4.0 200 4 8 133
Sandy Point Rd. 4 300 4 20 4.0 200 4 8 133
SR 15 4 300 4 20 4.0 200 4 8 133
SR 65 5 375 5 25 5.0 250 5 10 167
Stewart Rd. 4 300 4 20 4.0 200 4 8 133
Slabtown Rd. 4 300 4 20 4.0 200 4 8 133
Napoleon Rd. 4 300 4 20 4.0 200 4 8 133
Swaney Rd. 3 225 3 15 3.0 150 3 6 100
Phillips Rd. 2 150 2 10 2.0 100 2 4 67
N Pevee Rd. 4 300 4 20 4.0 200 4 8 133
Bentley Rd. 4 300 4 20 4.0 200 4 8 133
PUT-30
SR 190 4 300 4 20 4.0 200 4 8 133
