APPENDIX D - Ohio - Ohio EPA Homeweb.epa.ohio.gov/dsw/401Applications/CCE/401Applica… · ·...
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Transcript of APPENDIX D - Ohio - Ohio EPA Homeweb.epa.ohio.gov/dsw/401Applications/CCE/401Applica… · ·...
APPENDIX D
DESIGN PLANS
GREENE COUNTYNort
h
Fork
Mill
Creek
Goose
Cre
ek
Mill
Creek
RD
PIK
E
SE
LM
APIK
E
WRD
S
E JACKSON RD
SPARROWRD
STEC
UMSE
HR
D
PE
TR
E
EPOSSUMRD
NORT
H
RD
RD
BLEERD
ROCKY
POINT RD
GA
RRIS
ON
RD
PE
AC
OC
KR
D
SPARROW RD
BLEE RD
COLLIER RD
MO
SIE
RR
D
ESTLERD
CLIFTON
Hustead
Beatty
Oakgrove
Tiffany Acres
TecumsehEstates
68
72
72
794
OL
D C
LIN
TO
N R
D
W POSSUM RD
FAIR
FIE
LD
BROADWAY
JACKSON
OL
D CLIN
TO
N
RIVER
RD
RD
PIT
CHIN
RD
SPRINGFIELD-BECKLEY
MUNICIPAL AIRPORT
HUSTEAD RD
OL
D
MIL
LCreek
Mud
CLARK COUNTY
Yello
wSprin
gs
Creek
HILTRD
ME
RE
DIT
HR
D
PO
LE
CA
TR
D
SWI
MMIN
G
PO
OL R
D
MIAMI
Riv
er
Mia
mi
YELLOW
SPRINGSCLIFTON
343
370
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2550 CORPORATE EXCHANGE DR, STE 300
COLUMBUS, OH 43231
TEL 614.901.2235 FAX 614.901.2236
www.structurepoint.com
RAIL
RO
AD IN
VO
LV
EM
EN
TF
ED
ER
AL P
ROJE
CT
NO.
PID
NO.
N
LOCATION MAP
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
PORTION TO BE IMPROVED
INDEX OF SHEETS:
APPROVED
APPROVED
PROJECT DESCRIPTION
2010 SPECIFICATIONS
THE STANDARD SPECIFICATIONS OF THE STATE OF
OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING
CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED
IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
SUPPLEMENTAL
SPECIFICATIONS
ENGINEERS SEAL:
SIGNED:
DATE:
PROJECT EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
NHS PROJECT
1-800-925-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
PLAN PREPARED BY:
INTERSTATE HIGHWAY
STATE & FEDERAL ROUTES
OTHER ROADS
COUNTY & TOWNSHIP ROADS
STA. 108+72.72
BEGIN PROJECT
STA. 184+00.00
END PROJECT
LATITUDE: N39°58’32" LONGITUDE: W83°50’33"
CURRENT ADT (2011)
DESIGN YEAR ADT (2031)
DESIGN HOURLY VOLUME (2031)
2,380
2,380
290
51%
5%
55 MPH
55 MPH
NO
DATE CLARK COUNTY COMMISSIONER
APPROVED
APPROVED
DATE CLARK COUNTY ENGINEER
DATE CLARK COUNTY COMMISSIONER
DATE CLARK COUNTY COMMISSIONER
CLA-794-0.60
TITLE SHEET
SCHEMATIC PLAN
TYPICAL SECTIONS
GENERAL NOTES
1
INTERSECTION DETAILS
78
67
7N
ON
EC
LA-7
94-0.6
0
ALONG A NEW ALIGNMENT, AND CULVERTS
PROJECT INCLUDES NEW FULL DEPTH PAVEMENT
SPRINGFIELD-BECKLEY MUNICIPAL AIRPORT. THE
NEW ROAD, STATE ROUTE 794, OUTSIDE THE
THE PROJECT WILL CONSTRUCT 1.42 MILES OF A
WEST BLEE ROAD
GREEN TOWNSHIP
4-7
PLAN AND PROFILE S.R. 794
CROSS SECTIONS PEACOCK RD
CROSS SECTIONS S.R. 794
PLAN AND PROFILE PEACOCK RD
SUPERELEVATION TABLE
CROSS SECTIONS AIRPORT DRIVE
DRIVEWAY PROFILES
AND AIRPORT DROP LANE
PLAN AND PROFILES AIRPORT DRIVE
CROSS SECTIONS AIRPORT DROP LANE
S.R. 794
DESIGN FUNCTIONAL CLASSIFICATION:
COLLECTOR
RURAL MAJOR
51%
55 MPH
55 MPH
PEACOCK RD
RURAL LOCAL
430
430
60
<4%
NO
TRAFFIC CONTROL PLAN
SUPERELEVATION
HORIZONTAL ALIGNMENT
PEACOCK RD
DESIGN FEATURES
2/8/10
2/8/10
APPROVAL DATES
STORM SEWER PROFILES
CULVERT DETAILS
31-85
86
87-93
94
95-98
99-101
74
74
SHEET NUMBERS
24.34 ACRES
0.125 ACRES
24.47 ACRES
PROJECT SITE PLAN 23
24-30
DITCH TRANSITION DETAIL
EO
50
13
9
ST
AT
E J
OB
NO.
47
93
49
14MAINTENANCE OF TRAFFIC DETOUR PLAN
1
2-3
CLARK COUNTY, OHIO
MAINTENANCE OF TRAFFIC
8-10
11-13
GENERAL SUMMARY 15-16
17-22SUBSUMMARY
102-108
109-111
112-114
115-116
117-126
127
128-131
131
JULY 21, 2011
CURRENT SUBMITTAL
BP-4.1 07/16/04
GR-1.1
GR-2.1 01/16/04
GR-4.2 01/19/07
RM-1.1
LA-1.1
LA-1.2
DM-1.4
DM-4.3
DM-4.4
CB-1.1
DM-1.1
07/16/04
04/21/06
04/17/09
04/17/09
07/15/05
01/21/11
802 1/21/11
800
F-1.1 04/16/10
GR-5.3
BP-3.1 10/19/07
04/16/10
01/21/11
HW-2.1 07/30/07
HW-2.2 07/30/07
10/15/10
01/16/09
CB-1.2 07/15/05
DM-5.1 07/19/02
TC-41.20 01/19/01
TC-41.30 01/19/07
TC-41.40 07/16/04
TC-42.20 01/21/11
TC-52.10 01/19/07
TC-52.20 01/19/07
04/17/09MT-101.60
MT-101.90
MT-97.10 10/15/10
MT-97.11 10/15/10
01/16/09
MT-110.10 01/16/09
836 4/15/05
5/5/09832
1/21/11
100
105
TS S
TA. 10
9+99.35
110
SC S
TA. 112+04.35
115
120
CS STA. 123+61.70
125
ST STA. 125+66.70
130
135
SC STA. 135+09.75
140
145
CS S
TA. 14
9+67.14
150
ST S
TA. 15
1+82.14
155160
165
P.I.= STA. 119+29.72
‹
R = 954.93’
Ls = 205.00’
f
LT = 136.75’
ST = 68.41’
x = 204.76’
y = 7.33’
k = 102.46’
p = 1.83’
D
Lc = 1,157.35’
Ts = 930.37’
Es = 310.31’
C = 1,087.81’
C1=C2 = 204.90’
P.I.= STA. 144+05.66
‹
R = 1,206.23’
Ls = 215.00’
f
LT = 143.39’
ST = 71.72’
x = 214.83’
y = 6.38’
k = 107.47’
p = 1.60’
D
Lc = 1,457.38’
Ts = 1,110.91’
Es = 364.03’
C = 1,370.34’
C1=C2 = 214.92’
300
PC S
TA. 300
+16.54
PT S
TA. 304+17.58
305
PO
T S
TA. 306+13.38
P.I.= STA. 302+49.66
‹
R = 313.95’
T = 233.12’
L = 401.05’
E = 77.09’
C = 374.33’
CURVE DATA
S.R. 794
CURVE DATA
S.R. 794
CURVE DATA
AIRPORT DROP LANE
CURVE DATA
AIRPORT DRIVE
PC STA. 10+00.00
10
PT S
TA. 12
+35.30
POT STA. 13+02.63 P.I.= STA. 11+53.93
‹
R = 143.24’
T = 153.93’
L = 235.30’
E = 67.03’
C = 209.73’
TS STA. 132+94.75
P.I.= STA. 203+51.43
‹
R = 313.95’
T = 141.62’
L = 266.08’
E = 30.46’
C = 258.19’
200
PT STA. 204+75.89
205
POT STA. 207+00.00
PC S
TA. 202+09.8
2
CURVE DATA
PEACOCK ROAD
= 0.080MAXe
= 0.080MAXe
= 0.077MAXe
= NCMAXe
= NCMAXe
165170
PC S
TA. 17
0+62.64
PT S
TA. 17
4+43.94
175
PC S
TA. 17
8+78.29
180
PT S
TA. 18
1+97.99
185
P.I.= STA. 172+54.16
‹
R = 1,637.02’
T = 191.51’
L = 381.30’
E = 11.16’
C = 380.43’
P.I.= STA. 180+38.65
‹
R = 1,637.02’
T = 160.36’
L = 319.71’
E = 7.84’
C = 319.20’
CURVE DATA
S.R. 794
CURVE DATA
S.R. 794
= 0.066MAXe
= 0.066MAXe
CA
LC
UL
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AV
P
CS
R
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SE
E B
EL
OW
MA
TC
H LIN
E S
TA. 16
5+00
0
100
200
400
\ AIRPORT DROP LANE
MA
TC
H LIN
E S
TA. 16
5+00
SE
E
AB
OV
E
2
MU
D R
UN
MILL C
REEK
AIRPORT DRIVE
| CONSTRUCTION
PEACOCK ROAD
| CONSTRUCTION
| CONSTRUCTION S.R. 794
STA. 300+00.00, | AIRPORT DR.
STA. 118+50.00, | S.R. 794 =
STA. 200+00.00, | PEACOCK RD.
STA. 141+00.00, | S.R. 794 =
CNPT 101
CNPT 102
CNPT 103
CNPT 104
CNPT 105
CNPT 106
CNPT 107CNPT 109
CNPT 110
CNPT 111
CNPT 112
CNPT 113
CNPT 114TBM 11
TBM 10
TBM 9
TBM 1
TBM 3
TBM 4
TBM 5
TBM 6
CNPT 108
TBM 7
MILL CREEK WETLAND
WETLAND B
WETLAND A
EX. PEACOCK ROAD
EX. S.R. 794
CORRUGATED METAL PIPE
EX. 72" x 42"
WETLAND C
54" CONDUIT, TYPE A
CULVERT #2
EX. PEACOCK ROAD
EX. S.R. 794
18" CONDUIT, TYPE A
CULVERT #3S.L.M. 3.55
STA. 187+65.31
END PROJECT
S.L.M. 2.06
STA. 108+80.00
BEGIN PROJECT
C-1
C-3
C-2
C-1
C-2
C-3
24" CONDUIT, TYPE A
CULVERT #5
18" CONDUIT, TYPE A
CULVERT #7
21" CONDUIT, TYPE A
CULVERT #6
ST
A. 206+47.43
EN
D
WO
RK
STA. 107+75.00
BEGIN WORK
CONDUIT, TYPE A
48" x 76"
CULVERT #1
CONDUIT, TYPE A
38" x 60"
CULVERT #4
WATER LINE
20" EX.
STA. 304+49.84
END WORK
S.R. 794
| CONSTRUCTION
WATER LINE
20" EX.
CULVERTS
CORRUGATED METAL
EX. TWIN 15’ X 5’ - 7"
STA. 187+70.31
END WORK
LANDFILL LIMIT
LANDFILL LIMIT
MILL CREEK WETLAND
TYPE A
15" CONDUIT,
CULVERT #8
TYPE A
15" CONDUIT,
CULVERT #9
TYPE A
15" CONDUIT,
CULVERT #10
131
AS LANDFILL OR WETLAND.
DO NOT DISTURB ANY AREAS IDENTIFIED
NOTE:
180.0001
180.0001
50
44
89
217
47
50
BA
CK
AH
EA
D
43
99
NORMAL SECTION - S.R. 794
12’4’6’
0.0160.060.08
118432
14
56
9
EX. GROUND
4:1 PREF.
3:1 MAX.
1
4’
RNDG.
4’
RNDG.
4’
RNDG.1’ MIN.
3:1
4’ 6’
| CONST. S.R. 794
2’
GRADE
PROP. PROFILE
0.016 0.06 0.08
13
5 6
9
EX. GROUND4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.6"
4" TYP.
TYP.
4’
RNDG.1’ MIN.
2’
7
12 13
ADJOINING SECTION - S.R. 794
1
2
A B
‘13.86’ AT STA. 187+65.31
- ‘8.76’ AT STA. 108+80.00,
3
3
12’ 4
4
5
4’ 6’
0.08
11 8 4 3 2
13
5
9
EX. GROUND4:1 PREF.
2:1 MAX.
1
4’
RNDG.
4’
RNDG.
4’
RNDG.1’ MIN.
3:1
4’6’
| CONST. S.R. 794
2’
GRADE
PROP. PROFILE
13
56
9
EX. GROUND
4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
SUPERELEVATION SECTION - S.R. 794
0.08
0.080 MAX.
0.080 MAX.
7
1213
TOTAL LENGTH = 2276.33 FT.
STA. 177+24.65 TO STA. 183+51.63 = 626.98 FT.
STA. 109+58.35 TO STA. 126+07.70 = 1649.35 FT.
SECTION APPLIES:
12’ 5 12’
ITEM 304 - 7" AGGREGATE BASE
ITEM 304 - 8" AGGREGATE BASE
ITEM 605 - AGGREGATE DRAIN
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING
ITEM 606 - GUARDRAIL, TYPE 5 (WHERE SHOWN ON PLANS)
ITEM 407 - TACK COAT, 0.075 GAL / SQ YD
ITEM 407 - TACK COAT FOR INTERMEDIATE COURSE, 0.04 GAL / SQ YD
ITEM 408 - PRIME COAT, 0.4 GAL / SQ YD
ITEM 422 - SINGLE CHIP SEAL WITH POLYMER BINDER
1
2
3
4
5
6
8
7
9
10
11
12
13
14
LEGEND
ITEM 204 - PROOF ROLLING
ITEM 448 - 1 �" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22
ITEM 301 - 5" ASPHALT CONCRETE BASE, PG 64-22
16
ITEM 448 - 1 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
15
A ASPHALT PAVEMENT- 5" TO 6"
EXISTING LEGEND
ITEM 304 - 6" AGGREGATE BASE17
B AGGREGATE BASE - 7" TO 8"
C
D
ASPHALT PAVEMENT - 5"
AGGREGATE BASE - 6"
TO 11.55’ AT STA. 187+65.31
VARIES FROM 12.00’ AT STA. 186+62.31
TO 12.00’ AT STA. 109+30.00
- VARIES FROM 12.90’ AT STA. 108+80.00
TO 13.86’ AT STA. 187+65.31
VARIES FROM 12.00’ AT STA. 186+62.31
TO 12.00’ AT STA. 109+30.00
- VARIES FROM 8.76’ AT STA. 108+80.00
TOTAL LENGTH = 2945.02 FT.
STA. 183+51.63 TO STA. 187+65.31 = 413.68 FT.
STA. 175+97.58 TO STA. 177+24.65 = 127.07 FT.
STA. 152+26.81 TO STA. 169+09.00 = 1682.19 FT.
STA. 126+07.70 TO STA. 132+50.80 = 643.10 FT.
STA. 108+80.00 TO STA. 109+58.35 = 78.35 FT.
SECTION APPLIES:
TO 12.00’ AT STA. 125+66.70
VARIES FROM 14.50’ AT STA. 123+61.70
14.50’ FROM STA. 112+04.35 TO STA. 123+61.70
TO 14.50’ AT STA. 112+04.35
- VARIES FROM 12.00’ AT STA. 109+99.35
‘11.55’ AT STA. 187+65.31
- ‘12.90’ AT STA. 108+80.00,
WILL BE 1 �"
WILL BE 2" AND THE OTHER LIFT
@ PLACE IN TWO LIFTS, ONE LIFT
| CONST. S.R. 794
13
14
15
TYP.
18"
6"
4"TYP.
TYP.
TYP.
18"
15
14
14
6"
4" TYP.
TYP.
TYP.
18"
6"
4"TYP.
TYP.
TYP.
18"
6
6
6
TO STA. 181+41.66 IS 6.60%
MAX SUPER RATE FOR CURVE FROM STA. 179+34.62
TO STA. 123+61.70 IS 8.00%
- MAX SUPER RATE FOR CURVE FROM STA. 112+04.350.06
2’
ITEM 606 - GUARDRAIL, TYPE 518
0.04 MIN*
0.04 MIN*0.04 MIN*
19
19
19
18
2’
0.080.06
4’ 4’
GUARDRAIL LOCATION
SHLDR
**
**
STA. 181+75 TO STA. 182+75 RT
STA. 181+25 TO STA. 182+50 LT
STA. 105+80 TO STA. 112+50 RT
ITEM 448@ - 3 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
ITEM 204 - 24" GRANULAR EMBANKMENT ‹
ITEM 204 - GEOTEXTILE FABRIC ‹
AND FROM STA. 137+00 TO STA. 140+00
‹ - ONLY USE FROM STA. 109+00 TO STA. 115+00
LENGTH OF THE BUTT JOINT
AND REPLACE WITH NEW SURFACE COURSE FOR THE
*** - REMOVE UNDER ITEM 202 1�" OF EXISTING ASPHALT
** - SEE SUPERELEVATION TABLES FOR SHOULDER SLOPE
* - 0.08 DESIRABLE
11’‘11’‘
| CONST. S.R. 794
ADJOINING SECTION - S.R. 794
STA. 108+80.00 STA. 187+65.31
11.6’‘ 13.9’‘
0.016‘ 0.016‘ 0.016‘ 0.016‘
1 *** A B1 ***
CL
A-7
94-0.6
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SUPERELEVATION SECTION - S.R. 794
TOTAL LENGTH = 2665.31 FT.
STA. 169+09.00 TO STA. 175+97.58 = 688.58 FT.
STA. 132+50.08 TO STA. 152+26.81 = 1976.73 FT.
SECTION APPLIES:
4’6’
0.08
118432
9
EX. GROUND
4:1 PREF.
3:1 MAX.
1
4’
RNDG.
4’
RNDG.
4’
RNDG.1’ MIN.
3:1
4’ 6’
| CONST. S.R. 794
2’
GRADE
PROP. PROFILE
6
9
EX. GROUND4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
0.08
0.077 MAX.0.077 MAX.
7
12 13
12’12’
ITEM 304 - 7" AGGREGATE BASE
ITEM 304 - 8" AGGREGATE BASE
ITEM 605 - AGGREGATE DRAIN
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING
ITEM 606 - GUARDRAIL, TYPE 5 (WHERE SHOWN ON PLANS)
ITEM 407 - TACK COAT, 0.075 GAL / SQ YD
ITEM 407 - TACK COAT FOR INTERMEDIATE COURSE, 0.04 GAL / SQ YD
ITEM 408 - PRIME COAT, 0.4 GAL / SQ YD
ITEM 422 - SINGLE CHIP SEAL WITH POLYMER BINDER
1
2
3
4
5
6
8
7
9
10
11
12
13
14
LEGEND
ITEM 204 - PROOF ROLLING
A
B
ASPHALT PAVEMENT - 5" TO 6"
AGGREGATE BASE - 7" TO 8"
ITEM 448 - 1 �" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22
ITEM 301 - 5" ASPHALT CONCRETE BASE, PG 64-22
EXISTING LEGEND
16
17 ITEM 304 - 6" AGGREGATE BASE
ITEM 448 - 1 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
ITEM 448@ - 3 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
15
C
D
ASPHALT PAVEMENT - 5"
AGGREGATE BASE - 6"
WILL BE 1 �"
WILL BE 2" AND THE OTHER LIFT
@ PLACE IN TWO LIFTS, ONE LIFT
13
14
5
6"
4" TYP.
TYP.
TYP.
18"15
5
14
6"
4"TYP.
TYP.
TYP.
18"
13
1
TO STA. 173+87.61 IS 6.60%
MAX SUPER RATE FOR CURVE FROM STA. 171+18.97
TO STA. 149+67.14 IS 7.70%
- MAX SUPER RATE FOR CURVE FROM STA. 135+09.75
1
1
0.06
2’
0.04 MIN*
19
18
19
NOT USED
**
**
AND FROM STA. 137+00 TO STA. 140+00
‹ - ONLY USE FROM STA. 109+00 TO STA. 115+00
ITEM 204 - 24" GRANULAR EMBANKMENT ‹
ITEM 204 - GEOTEXTILE FABRIC ‹
CL
A-7
94-0.6
0T
YPIC
AL
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CTIO
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A B
| CONST. S.R. 794
11’‘11’‘
0.016‘ 0.016‘
1 ***
OVERLAY SECTION - S.R. 794
STA. 80+25.00 TO 108+80.00 = 2855 FT
STA. 187+65.31 TO 217+70.00 = 3004.69 FT
LENGTH OF THE BUTT JOINT
AND REPLACE WITH NEW SURFACE COURSE FOR THE
*** - UNDER ITEM 202 REMOVE 1 1/4" OF EXISTING ASPHALT
** - SEE SUPERELEVATION TABLES FOR SHOULDER SLOPE
* - 0.08 DESIRABLE
STA. 217+70.00 TO STA. 218+75.00= 105’
STA. 180+25.00 TO STA. 181+30.00 = 105’
BUTT JOINT PER BP-3.1
EXISTING WIDTH EXISTING WIDTH
11’4’2’
0.08
11817169
EX. GROUND
4:1 PREF.
3:1 MAX.
1
4’
RNDG.
4’
RNDG.1’ MIN.
3:1
11’ 4’ 2’
2’
GRADE
PROP. PROFILE
6
9
EX. GROUND4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
0.08
SUPERELEVATION SECTION - PEACOCK ROAD
0.08 MAX.0.08 MAX.
| CONST. PEACOCK ROAD
7
12
ITEM 304 - 7" AGGREGATE BASE
ITEM 304 - 8" AGGREGATE BASE
ITEM 605 - AGGREGATE DRAIN
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING
ITEM 606 - GUARDRAIL, TYPE 5 (WHERE SHOWN ON PLANS)
ITEM 407 - TACK COAT, 0.075 GAL / SQ YD
ITEM 407 - TACK COAT FOR INTERMEDIATE COURSE, 0.04 GAL / SQ YD
ITEM 408 - PRIME COAT, 0.4 GAL / SQ YD
ITEM 422 - SINGLE CHIP SEAL WITH POLYMER BINDER
1
2
3
4
5
6
8
7
9
10
11
12
13
14
LEGEND
ITEM 204 - PROOF ROLLING
ITEM 448 - 1 �" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22
ITEM 301 - 3" ASPHALT CONCRETE BASE, PG 64-22
16
17 ITEM 304 - 6" AGGREGATE BASE
ITEM 448 - 1 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
ITEM 448@ - 3 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
15
A
B
ASPHALT PAVEMENT - 5" TO 6"
AGGREGATE BASE - 7" TO 8"
EXISTING LEGEND
TOTAL LENGTH = 511.65 FT.
STA. 200+87.03 TO STA. 205+98.68 = 511.65 FT.
SECTION APPLIES:
C D
| CONST. PEACOCK RD.
ADJOINING SECTION - PEACOCK ROAD
STA. 205+98.68
C
D
ASPHALT PAVEMENT - 5"
AGGREGATE BASE - 6"
1
2
1 2
TO 8.74’ AT STA. 205+98.68
- VARIES FROM 11.00’ AT STA. 205+18.68
‘10.59’‘8.74’
WILL BE 1 �"
WILL BE 2" AND THE OTHER LIFT
@ PLACE IN TWO LIFTS, ONE LIFT
14
13
5TYP.
4"
14
13
5 TYP.
0.06
2’ TO 10.59’ AT STA. 205+98.68
VARIES FROM 11.00’ AT STA. 205+18.68
TO 11.00’ AT STA. 205+70.34
VARIES FROM 18.00’ AT STA. 204+28.66
18.00’ FROM STA. 202+57.05 TO STA. 204+28.66
TO 18.00’ AT STA. 202+57.05
- VARIES FROM 11.00’ AT STA. 201+15.37
0.04 MIN*
**
**
NOT USED
4"
1 ***
LENGTH OF THE BUTT JOINT
AND REPLACE WITH NEW SURFACE COURSE FOR THE
*** - REMOVE UNDER ITEM 202 1�" OF EXISTING ASPHALT
** - SEE SUPERELEVATION TABLES FOR SHOULDER SLOPE
* - 0.08 DESIRABLE
CL
A-7
94-0.6
0T
YPIC
AL
SE
CTIO
NS - P
EA
CO
CK
RD
6
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M
EX. GROUND
EX. GROUND
11’
0.016
11817161
GRADE
PROP. PROFILE
0.016
7
12
11’
14
13
5
0.06
14
13
5
0.06
2’
6
9
EX. GROUND4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.1’ MIN.
2’6
9
EX. GROUND
4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
4’
| CONST. PEACOCK ROAD
2’ 4’
STA. 200+12.00 TO STA. 200+87.03 = 75.03 FT.
SECTION APPLIES:
NORMAL SECTION - PEACOCK ROAD
TYP.
4"
TYP.
4"
0.04 MIN*0.04 MIN*
STA. 205+98.68 TO STA. 206+47.43 = 48.75’
BUTT JOINT PER BP-3.1
STA. 300+12.00 TO STA. 304+49.84 = 437.84 FT.
SECTION APPLIES:
4’2’
118171669
EX. GROUND
4:1 PREF.
3:1 MAX.
1
4’
RNDG.
4’
RNDG.1’ MIN.
3:1
12’ 4’ 2’
2’
0.016 0.06
69
EX. GROUND4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
7
12
\ CONST. AIRPORT DROP LANE
0.06
GRADE
PROP. PROFILE
STA. 10+00.00 TO STA. 12+35.30 = 235.30 FT.
SECTION APPLIES:
NORMAL SECTION - AIRPORT DROP LANE
10’4’2’
0.0160.06
11817166
9
EX. GROUND
4:1 PREF.
3:1 MAX.
1
4’
RNDG.1’ MIN.
3:1
10’ 4’ 2’
2’
GRADE
PROP. PROFILE
0.016 0.06 0.08
69
EX. GROUND
4:1 PREF.
3:1 MAX.
4’
RNDG.
4’
RNDG.1’ MIN.
2’
7
12
| CONST. AIRPORT DRIVE
NORMAL SECTION - AIRPORT DRIVE
ITEM 304 - 7" AGGREGATE BASE
ITEM 304 - 8" AGGREGATE BASE
ITEM 605 - AGGREGATE DRAIN
ITEM 204 - SUBGRADE COMPACTION
ITEM 659 - SEEDING AND MULCHING
ITEM 606 - GUARDRAIL, TYPE 5 (WHERE SHOWN ON PLANS)
ITEM 407 - TACK COAT, 0.075 GAL / SQ YD
ITEM 407 - TACK COAT FOR INTERMEDIATE COURSE, 0.04 GAL / SQ YD
ITEM 408 - PRIME COAT, 0.4 GAL / SQ YD
ITEM 422 - SINGLE CHIP SEAL WITH POLYMER BINDER
1
2
3
4
5
6
8
7
9
10
11
12
13
14
LEGEND
ITEM 204 - PROOF ROLLING
ITEM 448 - 1 �" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG 64-22
ITEM 301 - 3" ASPHALT CONCRETE BASE, PG 64-22
16
17 ITEM 304 - 6" AGGREGATE BASE
ITEM 448 - 1 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
ITEM 448@ - 3 �" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG 64-22
15
A
B
ASPHALT PAVEMENT - 5" TO 6"
AGGREGATE BASE - 7" TO 8"
EXISTING LEGEND
0.08
0.080.08
4’
RNDG.
C
D
ASPHALT PAVEMENT - 5"
AGGREGATE BASE - 6"
WILL BE 1 �"
WILL BE 2" AND THE OTHER LIFT
* PLACE IN TWO LIFTS, ONE LIFT
14
5
4"
13
14
5
4"
TYP.
13
14
5
13
14
5
4"
13
NOT USED
TYP.
TYP. TYP.
4"
CL
A-7
94-0.6
0T
YPIC
AL
SE
CTIO
NS -
AIR
PO
RT
DRIV
E
AN
D
DR
OP
LA
NE
7
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PM
100
105
TS S
TA. 10
9+99.35
110
SC S
TA. 112+04.35
115
120
CS STA. 123+61.70
125
ST STA. 125+66.70
130
135
SC STA. 135+09.75
140
145
CS S
TA. 14
9+67.14
150
ST S
TA. 15
1+82.14
155160
165
300
PC S
TA. 300
+16.54
PT S
TA. 304+17.58
305
PO
T S
TA. 306+13.38
PC STA. 10+00.00
10
PT S
TA. 12
+35.30
POT STA. 13+02.63
TS STA. 132+94.75
200
PT STA. 204+75.89
205
POT STA. 207+00.00
PC S
TA. 202+09.8
2
MAX
165170
PC S
TA. 17
0+62.64
PT S
TA. 17
4+43.94
175
PC S
TA. 17
8+78.29
180
PT S
TA. 18
1+97.99
185
WATER LINE
20" EXIST.
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0H
ORIZ
ON
TA
L
SC
AL
E IN F
EE
T
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4:50
PM
AV
P
CS
R
N
SE
E B
EL
OW
MA
TC
H LIN
E S
TA. 16
5+00
0
100
200
400
| CONST. S.R. 794
PEACOCK ROAD
| CONST.
AIRPORT DRIVE
| CONST.
\ AIRPORT DROP LANE
MA
TC
H LIN
E S
TA. 16
5+00
SE
E
AB
OV
E
PROJECT DESCRIPTION
LEGEND
LONGITUDE: W 82° 51’ 24"
LATITUDE: N 39° 54’ 53"
DRAINAGE AREA LIMIT
OVERLAND DRAINAGE PATTERN
RUNOFF COEFFICIENT FOR
CULVERTPROPOSED
CULVERTPROPOSED
CULVERTPROPOSED
PR
OJ
EC
T
SIT
E
PL
AN
PRE-CONSTRUCTION SITE
TOTAL AREA (RIGHT-OF-WAY)
PROJECT EARTH
DISTURBED AREA
ESTIMATED CONTRACTOR
EARTH DISTURBED AREA
NOTICE OF INTENT
EARTH DISTURBED AREA
RUNOFF COEFFICIENT FOR
POST-CONSTRUCTION SITE
SOIL DATA
IMMEDIATE RECEIVING WATERS
SUBSEQUENT RECEIVING WATER
IMPERVIOUS PAVED AREA
PRE-CONSTRUCTION
IMPERVIOUS PAVED AREA
POST-CONSTRUCTION
POST CONSTRUCTION BMP
X.XX AC.
X.XX AC.
0.60
X.XX AC.
0.30
0.125 AC.
X.XX AC.
X.XX AC.
PROJECT DATA
WATER LINE
20" EXIST.
USGS QUADRANGLE MAP
CLIFTON, OHIO
MUD RUN/MILL CREEK
MAD RIVER
SHEETS FOR LOCATIONS.
REQUIREMENTS. SEE CROSS SECTIONS
MEET NPDES POST-CONSTRUCTION
VEGETATED BIOFILTERS WERE PROVIDED TO
MA
D R
UN
CREEK
MILL
MkB2 - MIAMIAN SILT LOAM
KO - KOKOMO SILTY CLAY LOAM
CEA - CELINA SILT LOAM
2008
SURVEY AREA DATA: VERSION 10, DEC 23,
COORDINATE SYSTEM: UTM ZONE 17N NAD 83
CLARK COUNTY WEB SOIL SURVEY OF OHIO
SOIL AND WATER CONSERVATION MAPS:
POT Sta. 207+00.00
STA. 187+70.31
END WORK
S.L.M. 3.55
STA. 187+65.31
END PROJECT
ST
A. 206+47.43
EN
D
WO
RK
S.L.M. 2.06
STA. 108+80.00
BEGIN PROJECT
STA. 107+75.00
BEGIN WORK
ALONG A NEW ALIGNMENT, AND CULVERTS
PROJECT INCLUDES NEW FULL DEPTH PAVEMENT
SPRINGFIELD-BECKLEY MUNICIPAL AIRPORT. tHE
NEW ROAD, STATE ROUTE 794, OUTSIDE THE
THE PROJECT WILL CONSTRUCT 1.42 MILES OF A
23
131
DO NOT DISTURB
WETLAND C
DO NOT DISTURB
WETLAND A
DO NOT DISTURB
MILL CREEK WETLAND
DO NOT DISTURB
WETLAND
MILL CREEK
WETLAND B, DO NOT DISTURB
1009
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10331033
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1034
10341034
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1035
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1035
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1036
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1036
1037
1038
1017
1018
1019
1019
1020
1020
1020
1020
1020
1020
1020
1021
1021
1021
1021
1021
1021
1021
1022
1022
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1028 1028
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10311031
1031
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1031
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1032
1032
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1032
1032
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1032
1032
1032
1032
1032
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1032
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1032
1032
1032 1032
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1032
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1032
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33
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1036
1036
1036
1036
1036
1036
1036
1037
1037
1037
1037
1037
1037
1037
1037
1037
1037
1037
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1037
1037
1037
1037
1037
1037
1037 1037
1037
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1037
1037
1037
1037
1037
1037
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
1038
10381038
1038
1038
1038
1038
1038
1038
1039
1039
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1039
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103910391039
1039
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10441044
1044
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1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
1045
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1045
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10451045
1045
1045
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1045
1045
1045
1046
1046
1046
1046
1046
1046
1046
1046
1046
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1046
1046
1046
1047
1047
10471047
1047
1047
1047
1047
1047
1047
1047
1048
1048
1048
1048
1048
1048
10481048
1048
1048
1049
1049
1049
1049
1049
1049
1049
1049
1049
1050
1050
1050
1050
1050
1050
1050
1050
1050
1051
105
106
107
108
109
TS S
TA. 10
9+99.35
110
111
112
SC S
TA. 112+04.35
113 114115
116
117
118
119
300
PC ST
A. 3
00+1
6.54
301
302
EX. 16" WATEREX. 42"X72" CMP
TYPE A
48"x76" CONDUIT,
ST
A. 10
8+80.00
BE
GIN F
UL
L
DEP
TH P
AV
EM
EN
T
-0.20 %P.V.I. STA 118+00.00
ELEV = 1,031.15’
+0.87 %+1.44 %
200.00’ VC
K = 354
EL
EV 1,
030.28
ST
A 117+00.00
P.V.I. STA 111+50.00
ELEV = 1,025.47’
400.00’ VC
K = 341
-0.30 % +0.87 %
EL
EV 1,
026.07
ST
A 10
9+50.00
EL
EV 1,
027.22
ST
A 113+50.00
1,028.47
1,027.60
1,026.95
1,026.57
1,026.36
1,026.22
1,026.06
1,026.03
1,026.16
1,026.27
1,026.41
1,026.47
1,026.54
1,026.13
1,026.32
1,026.68
1,026.51
1,026.38
1,026.71
1,027.51
1,028.83
1,029.65
1,030.04
1,030.91
1,031.
60
1,031.
40
1,032.59
1,032.24
1,027.22
1,027.43
1,027.65
1,027.87
1,028.09
1,028.31
1,028.53
1,028.75
1,028.96
1,029.18
1,029.40
1,029.62
1,029.84
1,030.06
1,030.28
1,030.50
1,030.75
1,031.
01
1,031.
29
1,031.
59
1,031.
91
1,026.14
1,026.07
1,026.00
1,025.95
1,025.92
1,025.91
1,025.92
1,025.95
1,025.99
1,026.05
1,026.13
1,026.23
1,026.35
1,026.49
1,026.64
1,026.81
1,027.01
1,026.22
107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
990
1000
1010
1020
1030
1040
1050
990
1000
1010
1020
1030
1040
1050
Align: CLPS794
Angle: 10.2928
Sheet: 2
NP.I.= STA. 119+29.72
R = 954.93’
Ls = 205.00’
¡
LT = 136.75’
ST = 68.41’
x = 204.76’
y = 7.33’
k = 102.46’
p = 1.83’
D
Lc = 1,157.35’
Ts = 930.37’
Es = 310.31’
C = 1,087.81’
C1=C2 = 204.90’
CURVE DATA
S.R. 794
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
GR
AD
E
PR
OFIL
E
PR
OP.
MU
D R
UN
EXISTING GROUNDPROPOSED PROFILE
| CONSTRUCTION S.R. 794
STA. 300+00.00, | AIRPORT DR
STA. 118+50.00, | S.R. 794 =
LEGEND
VACATED
TO BE
EX. R/W
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
1.53 ACRES
200300007531
INSTRUMENT NUMBER
MARIA T. PHLIPS
PHILEMON L. PHLIPS &
PID: 1001100011000004
1.16 ACRES
DEED BOOK 799, PAGE 253
MARIA T. PHLIPS
PHILEMON L. PHLIPS &
PID: 1001100011000019
OVERHEAD
OV
ER
HE
AD
SHED
OVER
HEA
D
4" PMP (FIELD)
OVERHEAD
3-RAIL FENCE
OVERHEAD
8" GRAVITY (PLAN)
OVERHEAD
16" (FIELD)
6" FORCE MAIN (FIELD) BURIE
D (FIE
LD)
16" (FIE
LD)
42"x66" CMP
BARN
POLE
OVERHEAD
OVERHEAD
BURIED (FIELD)
� " (FIELD)
16" (FIELD)
4’
PE
R BP-3.1
BE
GIN B
UT
T J
OIN
T
ST
A. 10
7+75.00
12’
fl
16" (FIELD)
48"x76" CONDUIT, TYPE A
CULVERT #1
76.59 ACRES
TRACT ONE
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 1001100011000005
SOIL BORING #2
GR
AV
EL
ST
A. 110
+27.07
13’
FIE
LD
DRIV
E
NOTES:
SOIL BORING #1
SOIL BORING #3
12’
- WETLAND
TO BE REMOVED
42"x72" CMP
BE
GIN
S L
T
12’
PA
VE
ME
NT T
AP
ER
EN
DS L
T
14.5’
TA
PE
R P
AV
EM
EN
T
= 0.080MAXe26.5’
DRIVE
AIRPORT
| CONST.
BEGIN WORK
BEGIN PROJECT
7.5’
7.5’
TYPE 5
GUARDRAIL,
TYPE 5
GUARDRAIL,
1
2
1
2
TYPE A
- ITEM 670 - DITCH EROSION PROTECTION MAT,
R-1TYPE A
24" CONDUIT,
CULVERT #5
4’
11’12’
EN
D P
AV
EM
EN
T T
AP
ER
ST
A. 10
9+33.00, R
T
BE
GIN P
AV
EM
EN
T T
AP
ER, R
T
EN
D B
UT
T J
OIN
T P
ER BP-3.1
ST
A. 10
8+80.00
STA. 109+93.62, 18’ RT
- BEGIN ANCHOR ASSEMBLY, TYPE T
STA. 110+53.53, 18’ RT
- BEGIN ANCHOR ASSEMBLY, TYPE T
STA. 106+31.12, 15’ RT
ASSEMBLY, TYPE E,
END ANCHOR
STA. 105+81.12, 15’ RT
ASSEMBLY, TYPE E,
BEGIN ANCHOR
TYPE A
38"x60" CONDUIT,
CULVERT #43
4
3
STA. 112+03.53, 18.75’ RT
- BEGIN ANCHOR ASSEMBLY, TYPE E,
4
STA. 112+53.53, 18.75’ RT
- END ANCHOR ASSEMBLY, TYPE E,
EL
EV 1,
032.59
ST
A 119+00.00
R-2
R-3
R-4
F-1
R-5
G-1
ITEM 203, EMBANKMENT, 36233x0.5*1/27 = 671 CU. YD.
ITEM 202, PAVEMENT REMOVED, 36233x1/9 = 4026 SQ. YD.
+00
+00
+92+
15
+05
7.5’
W-15
5 - WATER VALVE ADJUSTED TO GRADE
SEE S
HEET 25
MAT
CH LIN
E ST
A.
119+00
SEE SHEETS 117, 120 AND 121 FOR CULVERT DETAILS
SEE SHEET 112 FOR DRIVEWAY PROFILES
S.R.
79
4 - S
TA.
10
6+5
0.0
0
TO
ST
A.
119
+0
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E
24
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\
Roa
dw
ay\
Sheets\78
677
gp002.d
gn
MR
ya
bin
ky
1/
10/
2012
9:31:4
8
AM
DO NOT DISTURB
WETLAND C
E-1
E-2
E-3
G-2
119
120
121
122123
CS S
TA. 12
3+61.
70
124125
ST S
TA. 12
5+66.70
126
127
128
129
130
131
PC STA. 300+16.54
302
PT S
TA. 3
04+17.5
8
PC STA. 10+00.00
EN
DS L
T12’
PA
VE
ME
NT T
AP
ER
BE
GIN
S L
T14.5’
PA
VE
ME
NT T
AP
ER
+1.44 %-0.68 %
EL
EV. = 1,
046.27
P.V.C. S
TA. 12
8+50.00
P.V.I. STA 130+50.00
ELEV = 1,049.15’
SSD = 709’
400.00’ VC
K = 189
STA. 131+21.70, ELEV. = 1,048.23
HIGH POINT
4:1
| ELEV. 1047.41
4:1
1044.5
+841044.7
+22
1,031.
40
1,032.12
1,032.56
1,033.31
1,033.61
1,034.22
1,034.58
1,034.87
1,035.38
1,035.94
1,036.52
1,037.12
1,037.96
1,038.94
1,039.79
1,040.66
1,041.
35
1,042.09
1,042.93
1,043.76
1,044.58
1,045.30
1,045.86
1,045.09
1,044.70
1,045.07
1,032.59
1,033.31
1,034.03
1,034.75
1,035.47
1,036.19
1,036.91
1,037.63
1,038.35
1,039.07
1,039.79
1,040.51
1,041.
23
1,041.
95
1,042.67
1,043.39
1,044.11
1,044.83
1,045.55
1,046.27
1,046.61
1,046.92
1,047.20
1,047.44
1,047.66
1,047.83
1,047.98
1,048.09
1,048.17
1,048.21
1,048.23
1,048.20
119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00
1000
1010
1020
1030
1040
1050
1060
1000
1010
1020
1030
1040
1050
1060
Align: CLPS794
Angle: 69.1218
Sheet: 3
NP.I.= STA. 119+29.72
R = 954.93’
Ls = 205.00’
f
LT = 136.75’
ST = 68.41’
x = 204.76’
y = 7.33’
k = 102.46’
p = 1.83’
D
Lc = 1,157.35’
Ts = 930.37’
Es = 310.31’
C = 1,087.81’
C1=C2 = 204.90’
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
GR
AD
E
PR
OFIL
E
PR
OP.
EXISTING GROUND
PROPOSED PROFILE
S.R.794 CURVE DATA
| CONSTRUCTION S.R. 794
4’
4’
LEGEND
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
1.00 ACRE
INSTRUMENT NUMBER 200400023367
THE CITY OF SPRINGFIELD, OHIO
PID: 1001100005000003
2.00 ACRES
TRACT THREE
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 100-11-5-000-2
fl
24’
OVERHEAD
BURIED (
FIELD)
OV
ER
HE
AD
WIR
E F
EN
CE
12" CMP
BU
RIE
D (FIE
LD)
TO BE VACATED
EX. R/W
76.59 ACRES
TRACT ONE
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 1001100011000005
39 ACRES
TRACT I
DEED BOOK 354, PAGE 42
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
SOIL BORING #4
SOIL BORING #5
SOIL BORING #6
S.R. 794, ASPHALT
STA. 129+34.73, 89.76’ RT
15’ RES. DRIVE
26.5’
12’
12’
14.5’
= 0.080MAXe
7.5’
- ITEM 670 - DITCH EROSION PROTECTION MAT, TYPE A
S.R. 794, ASPHALT
STA. 130+31.19 |
15’ RES. DRIVE
NOTES:
(PLOTTED 10’ BELOW DATUM)
GRADE OF 8’ BOTTOM DITCH LTCONDUIT, TYPE D @ 0.52%
38’ - 12"
R-1
12" CONDUIT, TYPE D
MB-1
R-2
R-3
R-4
F-1
PEACOCK ROAD
ITEM 203, EMBANKMENT, 32677x0.4167*1/27 = 504 CU. YD.
ITEM 202, PAVEMENT REMOVED, 32677x1/9 = 3631 SQ. YD.
+92.5
SE
E S
HE
ET 26
MA
TC
H LIN
E S
TA. 13
1+50
SEE S
HEET 24
MA
TC
H LIN
E 119+00
SEE SHEETS 113 AND 114 FOR DRIVEWAY PROFILES
ST
A.
119
+0
0.0
0
TO
ST
A.
13
1+5
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E - S.R.
79
4
25
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\roa
dw
ay\s
heets\78
677g
p0
03.d
gn
MR
ya
bin
ky
7/
22/
2011
2:4
5:03
PM
D-1E-3
OVERHEAD
132
TS S
TA. 13
2+94.75
133
134
135
SC S
TA. 13
5+09.75
136
137138 139
140
141
142
143
144
200
201
202
PC STA. 202+09.8213.95
12.71
11.48
11.00
12.40
-0.68 %+0.80 %
P.V.I. STA 130+50.00
ELEV = 1,049.15’
SSD = 709’
400.00’ VC
K = 189
EL
EV. = 1,
047.79
P.V.T. S
TA. 13
2+50.00
P.V.I. STA 142+00.00
ELEV = 1,041.33’
400.00’ VC
K = 271
EL
EV. = 1,
042.69
P.V.C. S
TA. 14
0+00.00
EL
EV. = 1,
042.92
P.V.T. S
TA. 14
4+0.00
STA. 141+84.14, ELEV. = 1,042.06
LOW POINT
ELEV. = 1,048.23
STA. 131+21.70
HIGH POINT
EX. TELCOM | ELEV. 1044.97
1041.64
+79
1041.47
+31
TYPE D @ 0.40%
44’ - 12" CONDUIT,
(PLOTTED 10’ BELOW DATUM)
GRADE OF 6’ BOTTOM DITCH RT
1,045.07
1,045.42
1,045.23
1,044.89
1,044.55
1,043.68
1,044.02
1,045.15
1,045.16
1,044.62
1,044.86
1,045.28
1,045.37
1,045.36
1,044.75
1,044.68
1,044.50
1,043.82
1,043.00
1,042.33
1,041.
56
1,040.78
1,040.08
1,039.90
1,040.33
1,041.
01
1,047.45
1,047.11
1,046.77
1,046.43
1,046.09
1,045.75
1,045.41
1,045.07
1,044.73
1,044.39
1,044.05
1,043.71
1,043.37
1,043.03
1,048.20
1,048.15
1,048.06
1,047.94
1,047.79
1,042.69
1,042.53
1,042.40
1,042.28
1,042.19
1,042.13
1,042.09
1,042.07
1,042.07
1,042.09
1,042.14
1,042.22
1,042.31
1,042.43
1,042.57
1,042.74
1,042.92
132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00
1010
1020
1030
1040
1050
1060
1070
1010
1020
1030
1040
1050
1060
1070
Align: CLPS794
Angle: 57.8372
Sheet: 4
N
P.I.= STA. 144+05.66
R = 1,206.23’
Ls = 215.00’
¡
LT = 143.39’
ST = 71.72’
x = 214.83’
y = 6.38’
k = 107.47’
p = 1.60’
D
Lc = 1,457.38’
Ts = 1,110.91’
Es = 364.03’
C = 1,370.34’
C1=C2 = 214.92’
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
GR
AD
E
PR
OFIL
E
PR
OP.
EXISTING GROUND
PROPOSED PROFILE
CURVE DATA
S.R. 794
| CONSTRUCTION S.R. 794
STA. 200+00.00, | PEACOCK RD
STA. 141+00.00, | S.R. 794 =
EX. R/W TO BE VACATED
24’
4’
4’
4’
37.15 ACRES
TRACT TWO
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 1001100005000001
2.00 ACRES
TRACT THREE
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 100-11-5-000-2
LIMITS
CONSTRUCTION
fl
OVERHEAD
WIRE
FENCE
BURIED
(FIE
LD)
12"
CMPWI
RE FE
NCE
12"
CMP
PEACOCK RD
| CONSTRUCTION
90°
CONSTRUCTION LIMITS
SOIL BORING #7
SOIL BORING #9
NOTE:
LEASE LINE
LEASE LINE
6
4
5
15"
24" 15"
36"
= 0.077MAXe
EX. METAL BARN
CHANNEL TO BE REMOVED
438’ OF CONCRETE
EX. STORM
R-2
50’
R
50’R
7
24"
R-1
R-3
F-1
R-4
R-4
TO PROP. DITCH
CHANNEL CONNECT
EX. CONCRETE
10’
10’
S.R. 794, GRAVEL
STA. 137+12.00,
12’ FIELD DRIVESOIL BORING #8
(TO
BE REMOVED)
ITEM 203, EMBANKMENT
ITEM 202, PAVEMENT REMOVED
SEE S
HEET 25
MA
TC
H LIN
E S
TA. 13
1+50
SEE S
HEET 27
MA
TC
H LIN
E ST
A. 14
4+00
SEE SHEET 115 THROUGH 116 FOR STORM SEWER PROFILES
PAVEMENT REMOVED AND ITEM 203, EMBANKMENT
SEE SHEET 25 FOR QUANTITIES OF ITEM 202,
S.R.
79
4 - S
TA.
13
1+5
0.0
0
TO
14
4+0
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E
26
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\roa
dw
ay\s
heets\78
677g
p00
4.d
gn
MR
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22/
2011
2:4
5:07
PM
DO NOT DISTURB
WETLAND A
12’ CONDUIT, TYPE D
D-1D-2
D-3
D-4
D-5
144
145
146
147
148149
CS S
TA. 14
9+67.14
150
151
ST S
TA. 15
1+82.14
152
153
154
155
156
+0.80 % -3.00 %EL
EV. = 1,
049.30
P.V.C. S
TA. 15
2+00.00
P.V.I. STA 156+00.00
ELEV = 1,052.49’
800.00’ VC
SSD = 674
K = 211
STA. 153+67.95, ELEV. = 1,49.97
HIGH POINT
1,041.
01
1,041.
79
1,042.12
1,042.04
1,041.
89
1,041.
91
1,042.19
1,042.26
1,042.10
1,041.
91
1,042.51
1,043.68
1,043.34
1,043.37
1,043.39
1,043.39
1,042.92
1,042.70
1,043.59
1,044.98
1,047.27
1,048.96
1,050.03
1,050.82
1,050.61
1,050.26
1,043.32
1,043.72
1,044.12
1,044.52
1,044.92
1,045.32
1,045.71
1,046.11
1,046.51
1,046.91
1,047.31
1,047.71
1,048.11
1,048.50
1,048.90
1,049.30
1,042.92
1,049.49
1,049.64
1,049.77
1,049.86
1,049.93
1,049.96
1,049.97
1,049.95
1,049.89
1,049.81
1,049.70
1,049.56
1,049.39
1,049.18
1,048.95
1,048.69
1,048.40
1,048.08
144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00
1010
1020
1030
1040
1050
1060
1070
1010
1020
1030
1040
1050
1060
1070
N
P.I.= STA. 144+05.66
R = 1,206.23’
Ls = 215.00’
f
LT = 143.39’
ST = 71.72’
x = 214.83’
y = 6.38’
k = 107.47’
p = 1.60’
D
Lc = 1,457.38’
Ts = 1,110.91’
Es = 364.03’
C = 1,370.34’
C1=C2 = 214.92’
S.R. 794 - CURVE DATA
EXISTING GROUND
PROPOSED PROFILE
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
GR
AD
E
PR
OFIL
E
PR
OP.
| CONSTRUCTION S.R. 794
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
18.79 ACRES
Deed Book 998, Page 40
WILLIAM A. CRIST (1/6 INTEREST
BARBARA JEAN MEADOWS (1/6 INTEREST)
INSTRUMENT NUMBER 200800018060
NANCY K. SAKS & DANIEL SAKS (2/3 INTEREST)
PID: 1001100006301021
99.97 ACRES
INSTRUMENT NUMBER 2003100032957
JOHN C. HAYS, TRUSTEE
PID: 100110006301022
37.15 ACRES
TRACT TWO
INSTRUMENT NUMBER 200600002138
THE CITY OF SPRINGFIELD, OHIO
PID: 1001100005000001
80 ACRES
DEED BOOK 355, PAGE 129
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
fl
24’
4’
4’
SOIL BORING #10
SOIL BORING #11
NOTE:
SOIL BORING #12
SOIL BORING #13
LEASE LINE
15"
= 0.077MAXe
LEASE LINE
LANDFILL LIMITS
- WOODED AREA
15"
15"
SE
E S
HE
ET 28
MA
TC
H LIN
E S
TA. 15
6+50
SEE S
HEET 26
MA
TC
H LIN
E ST
A. 14
4+00
SEE SHEETS 124 THROUGH 126 FOR STORM SEWER PROFILES
S.R.
79
4 - S
TA.
14
4+0
0.0
0
TO
ST
A.
15
6+5
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E
27
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\roa
dw
ay\s
heets\78
677g
p00
5.d
gn
MR
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22/
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2:4
5:16
PM
PAR
KIN
G
2298 S
Y M
EP
PARKING
5475 SY MEP
LO
ADIN
G R
AMP
BI-L
EVEL
STO
RAGE
UN
HEATED
3288 S
F
TO S
R 7
94
FU
TU
RE C
ON
NE
CTIO
N
AREA
DETENTION
157 158 159 160 161 162 163 164 165 166 167 168 169
-3.00 % +1.00 %
EL
EV. = 1,
040.49
P.V.C. S
TA. 16
0+00.00
P.V.I. STA 165+00.00
1,000.00’ VC
K = 250
P.V.I. STA 156+00.00
ELEV = 1,052.49’
800.00’ VC
SSD = 674
K = 211
STA. 153+67.95, ELEV. = 1,49.97
HIGH POINT
STA. 167+50.00, ELEV. = 1,029.24
LOW POINT
-3.00 %
ELEV. = 1,025.49’
54" CONDUIT, TYPE A
EL
EV. = 1,
040.49
P.V.T. S
TA. 16
0+00.00
1,050.26
1,049.75
1,048.86
1,047.76
1,046.31
1,044.33
1,041.
89
1,039.26
1,037.37
1,036.79
1,033.98
1,031.
69
1,030.14
1,028.35
1,026.31
1,024.85
1,023.05
1,022.89
1,023.65
1,024.37
1,025.20
1,027.70
1,028.65
1,029.08
1,029.66
1,031.
10
1,048.08
1,047.73
1,047.35
1,046.95
1,046.51
1,046.04
1,045.54
1,045.01
1,044.46
1,043.87
1,043.25
1,042.61
1,041.
93
1,041.
23
1,040.49
1,039.75
1,039.04
1,038.35
1,037.69
1,037.05
1,036.44
1,035.85
1,035.29
1,034.75
1,034.24
1,033.75
1,033.29
1,032.85
1,032.44
1,032.05
1,031.
69
1,031.
35
1,031.
04
1,030.75
1,030.49
1,030.25
1,030.04
1,029.85
1,029.69
1,029.55
1,029.44
1,029.35
1,029.29
1,029.25
1,029.24
1,029.25
1,029.29
1,029.35
1,029.44
1,029.55
1,029.69
157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00
1010
1020
1030
1040
1050
1060
1070
1010
1020
1030
1040
1050
1060
1070
N
EXISTING GROUND
PROPOSED PROFILE
GR
AD
E
PR
OFIL
E
PR
OP.
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
| CONSTRUCTION S.R. 794
24’
4’
4’
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
80 ACRES
DEED BOOK 355, PAGE 129
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
14.93 ACRES
TRACT TWO
DEED BOOK 356, PAGE 421
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
99.97 ACRES
INSTRUMENT NUMBER 2003100032957
JOHN C. HAYS, TRUSTEE
PID: 100110006301022
SOIL BORING #13
SOIL BORING #14
SOIL BORING #15 SOIL BORING #16
54" CONDUIT, TYPE A
CULVERT #2
NOTE:
LANDFILL LIMIT
- WOODED AREA
R-1
SE
E S
HE
ET 27
MA
TC
H LIN
E S
TA. 15
6+50
SE
E S
HE
ET 29
MA
TC
H LIN
E S
TA. 16
9+00
SEE SHEET 118 FOR CULVERT DETAILS
S.R.
79
4 - S
TA.
15
6+5
0.0
0
TO
ST
A.
16
9+0
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E
28
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\roa
dw
ay\s
heets\78
677g
p00
6.d
gn
MR
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2:4
5:20
PM
C = 319.
20’
169
170
PC S
TA. 17
0+62.64
171172
173 174
PT S
TA. 17
4+43.94
175176
177178
PC S
TA. 17
8+78.29
179 180 181
169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00
990
1000
1010
1020
1030
1040
1050
990
1000
1010
1020
1030
1040
1050
Align: CLPS794
Angle: 348.7975
Sheet: 7
N
P.I.= STA. 180+38.65
R = 1,637.02’
T = 160.36’
L = 319.71’
E = 7.84’
C = 319.20’
P.I.= STA. 172+54.16
R = 1,637.02’
T = 191.51’
L = 381.30’
E = 11.16’
C = 380.43’
CURVE DATA
S.R. 794
CURVE DATA
S.R. 794
GR
AD
E
PR
OFIL
E
PR
OP.
GR
AD
E
PR
OFIL
E
PR
OP.
GR
OU
ND
EXIS
T.
GR
OU
ND
EXIS
T.
EXISTING GROUND
PROPOSED PROFILE
| CONSTRUCTION S.R. 794
LEGEND
EX. R/W TO BE VACATED
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
110.789 ACRES
INSTRUMENT NUMBER 199900034380
HERBERT A. YOUNG & RUTH Y. YOUNG
PID: 1001100006000022
14.93 ACRES
TRACT TWO
DEED BOOK 356, PAGE 421
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
30 ACRES
TRACT THREE
DEED BOOK 356, PAGE 421
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
73.16 ACRES
DEED BOOK 449, PAGE 237
THE CITY OF SPRINGFIELD, OHIO
PID: 10011000050001011
99.97 ACRES
2003100032957
INSTRUMENT NUMBER
JOHN C. HAYS, TRUSTEE
PID: 100110006301022
fl
fl
8" GRAVIT
Y (PLAN)
4" PMP (
FIELD)
BURIED (
FIELD)
20" (
FIELD)
4’
24’
6" (FIE
LD)
TO BE REMOVED
18"x30" CMP
TYPE D
18" CONDUIT,
SOIL BORING #16
SOIL BORING #17
SOIL BORING #18
4’
18" CONDUIT, TYPE A
CULVERT #3
ASPHALT
S.R. 794
STA. 176+92.99, 105.29’ RT
15’ COMM. DRIVE
ASPHALT
STA. 180+01.27
15’ COMM. DRIVE
NOTES:
ADJUSTED TO GRADE
WATER VALVE
TO BE REMOVED
EX. CB AND 12" CMP
- WETLAND
= 0.066MAXe
25’R
25’R
25’R
25’
R
D-1
TO GRADE
ADJUSTED
WATER VALVE
25’
R
25’R
25’R
ASPHALT
STA. 178+00
16’ COMM. DRIVE
LANDFILL LIMITS
FLOOD PLAIN
100-YEAR
R-3R-1
R-4R-2
R-6
F-2
R-5
ITEM 203, EMBANKMENT, 24882x0.5*1/27 = 461 CU. YD.
ITEM 202, PAVEMENT REMOVED, 24882x1/9 = 2765 SQ. YD.
R-7 F-3
1
1 TYPE E, STA. 181+25 LT
- BEGIN ANCHOR ASSEMBLY,
W-1
ADJUSTED TO GRADE
FIRE HYDRANT
WATER VALVE AND
W-3
W-2
SE
E S
HE
ET 30
MA
TC
H LIN
E S
TA. 18
1+50
SE
E S
HE
ET 28
MA
TC
H LIN
E S
TA. 16
9+00
SEE SHEET 119 FOR CULVERT DETAILS
SEE SHEET 112 FOR DRIVEWAY PROFILES
S.R.
79
4 - S
TA.
16
9+0
0.0
0
TO
ST
A.
18
1+5
0.0
0
CA
LC
UL
AT
ED
CH
EC
KE
DC
LA-7
94-0.6
0P
LA
N
AN
D
PR
OFIL
E
29
131
HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
100
25
0
AV
P
CS
R
50
O:\
CO
2008\0156\
C.
Desig
n\
CL
A\78
677\roa
dw
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heets\78
677g
p00
7.d
gn
MR
ya
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7/
22/
2011
2:4
5:25
PM
DO NOT DISTURB
MILL CREEK WETLAND
+1.00 % -2.16 %
P.V.I. STA 165+00.00
ELEV = 1,025.49’
1,000.00’ VC
K = 250
EL
EV. = 1,
030.49
P.V.T. S
TA. 17
0+0.00
EL
EV. = 1,
030.49
P.V.C. S
TA. 17
0+00.00
P.V.I. STA 174+00.00
ELEV = 1,034.49’
800.00’ VC
SSD = 739
K = 253
EL
EV. = 1,
025.85
P.V.C. S
TA. 17
8+00.00
P.V.I. STA 182+00.00
ELEV = 1,017.21’
800.00’ VC
K = 182
STA. 172+53.16, ELEV. = 1,031.76
HIGH POINT
STA. 181+92.28, ELEV. = 1,021.61
LOW POINT
ELEV. = 1,029.24
STA. 167+50.00
LOW POINT
-2.16 %
EX. 6" WATEREX. 20" WATER
EX. ELECTRIC
1021.49
+79
1020.40
+31
| ELEV. 1024.46
4:1 4
:1
(PLOTTED 10’ BELOW DATUM)
GRADE OF 5’ BOTTOM DITCH RT
2.10%
CONDUIT, TYPE D
53’ - 18"
18" CONDUIT, TYPE A
EL
EV. = 1,
025.85
P.V.T. S
TA. 17
8+00.00
1,031.
10
1,032.58
1,031.
31
1,029.27
1,029.95
1,031.
47
1,031.
86
1,031.
66
1,030.92
1,029.40
1,027.16
1,025.22
1,024.41
1,023.73
1,023.03
1,022.95
1,022.74
1,022.73
1,022.96
1,023.17
1,022.74
1,023.74
1,024.14
1,023.37
1,022.80
1,022.42
1,029.69
1,029.85
1,030.04
1,030.25
1,030.49
1,030.73
1,030.94
1,031.
13
1,031.
29
1,031.
43
1,031.
55
1,031.
64
1,031.
70
1,031.
74
1,031.
76
1,031.
75
1,031.
71
1,031.
65
1,031.
57
1,031.
46
1,031.
33
1,031.
17
1,030.99
1,030.78
1,030.55
1,030.30
1,030.02
1,029.71
1,029.38
1,029.03
1,028.65
1,028.24
1,027.81
1,027.36
1,026.88
1,026.38
1,025.85
1,025.33
1,024.84
1,024.38
1,023.97
1,023.58
1,023.23
1,022.91
1,022.63
1,022.38
1,022.17
1,021.
99
1,021.
85
1,021.
74
1,021.
66
