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Transcription

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General Decision Number: OH160099 03/18/2016 OH99
Superseded General Decision Number: OH20150099
State: Ohio
Construction Type: Building
County: Franklin County in Ohio.
BUILDING CONSTRUCTION PROJECTS (does not include single family
homes or apartments up to and including 4 stories).
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.15 for calendar year 2016 applies to all contracts
subject to the Davis-Bacon Act for which the solicitation was
issued on or after January 1, 2015. If this contract is covered
by the EO, the contractor must pay all workers in any
classification listed on this wage determination at least
$10.15 (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing
on the contract in calendar year 2016. The EO minimum wage rate
will be adjusted annually. Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number
0
1
2
3
4
5
Publication Date
01/08/2016
01/15/2016
01/22/2016
02/05/2016
02/19/2016
03/18/2016
ASBE0008-010 07/01/2015
Rates Fringes
ASBESTOS WORKER/HEAT & FROST
INSULATOR........................$ 29.40 14.77
BROH0055-006 06/01/2015
Rates Fringes
BRICKLAYER.......................$ 28.12 15.80
BROH0055-007 07/01/2015
Rates Fringes
TILE FINISHER....................$ 25.76 4.79
TILE
SETTER......................$
26.31
4.79
CARP0200-003 06/01/2014
Rates Fringes
CARPENTER (Soft Floor Layer
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and Floor Laying ~ Hardwood
Floors
Only).....................$
25.57
13.25
CARP0200-004 06/01/2014
Rates Fringes
CARPENTER (Excludes
Acoustical Ceiling
Installation)....................$
25.57
13.25
ELEC0038-004 Q'4/28/2014
Rates Fringes.
ELECTRICIAN (HVAC/Temperature
Controls Installation Only)......$ 36.78 19.72
FOOTNOTES;
a. 6 Paid Holidays: New Year's Day; Memorial Day; July 4th;
Labor Day; Thanksgiving Day; & Christmas Day
b. 1 week's paid vacation for 1 year's service; 2 weeks' paid
vacation for 2 or more years' service
ELEC0683-004 06/02/2014
Rates Fringes
ELECTRICIAN (Low Voltage
Wiring
Only)
.....................$
24.88
'8.97
ELEC0683-007 06/02/2014
Rates Fringes
ELECTRICIAN (Excludes
Installation of
HVAC/Temperature Controls and
Low Voltage Wiring)..............$ 30.85 15.85
ELEV0037-003 01/01/2016
Rates Fringes
ELEVATOR MECHANIC................$ 42.03 29.985+a+b
PAID HOLIDAYS:
a. New Year's Day, Memorial Day, Independence Day, Labor Day,
Vetern's Day, Thanksgiving Day, the Friday after
Thanksgiving, and Christmas Day.
b. Employer contributes 8% of regular hourly rate to vacation
pay credit for employee who has worked in business more
than 5 years; 6% for less than 5 years' service.
ENGI0018-043 05/01/2015
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Rates Fringes
POWER EQUIPMENT OPERATOR
Backhoe/Excavator/Trackhoe;
Bobcat/Skid Steer/Skid
Loader; Concrete Pump;
Crane.......................$
33.04
Bulldozer...................$
Oiler.......................$
14.25
32.92
25.24
14.25
14.25
ENGI0066-048 06/01/2014
Rates Fringes
Grader/Blade................$ 31.02 17.51
Mechanic....................$
31.52
17.51
IRON0172-006 06/01/2015
Rates Fringes
IRONWORKER (Reinforcing and
Structural)......................$
28.12
19.14
IRON0550-009 05/01/2015
Rates Fringes
IRONWORKER, ORNAMENTAL...........$ 26.66 18.36
LAB00423-003 06/01/2014
Rates Fringes
LABORER
Mason Tender - Brick &
Cement/Concrete.............$ 23.89 9.75
PAIN1275-001 11/01/2015
Rates Fringes
PAINTER (Spray)..................$ 25.20 11.26
PLUM0189-005 06/01/2013
Rates Fringes
PIPEFITTER.......................$
34.08
20.06
* SFOH0669-009 01/01/2016
Rates Fringes
SPRINKLER FITTER (Fire
Sprinklers)......................$
33.83
19.99
SHEE0024-028 06/01/2015
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Rates Fringes
SHEET METAL WORKER (Excludes
HVAC Duct and Unit
Installation)....................$
27.41
19.08
SUOH2012-080 08/29/2014
Rates Fringes
ABATEMENT WORKER: ASBESTOS
(Removal from Ceilings,
Floors, and Walls)...............$ 22.74 9.25
CARPENTER (Acoustical Ceiling
Installation Only)...............$ 24.17 8.61
CEMENT MASON/CONCRETE FINISHER...$ 26.07 12.34
DRYWALL FINISHER/TAPER...........$ 20.81 5.27
DRYWALL HANGER AND METAL STUD
INSTALLER........................$
GLAZIER..........................$
21.75
22.60
3.11
11.02
LABORER: Common or General......$ 21.90 8.60
LABORER: Landscape &
Irrigation.......................$
22.18
8.15
LABORER: Pipelayer..............$ 23.98 8.58
OPERATOR: Forklift..............$ 22.79 12.76
OPERATOR: Leader................$ 29.66 12.61
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete).........$ 30.28 13.29
OPERATOR: Roller................$ 28.83' 12.72
PAINTER (Brush and Roller).......$ 23.87 9.42
PLUMBER..........................$
ROOFER...........................$
25.74
25.33
6.45
11.37
SHEET METAL WORKER (HVAC Duct
and HVAC Unit Installation
Only)............................$
26.26
17.79
TRUCK DRIVER: Dump (All Types)...$ 24.32 11.73
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
3/22/2016
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Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e.. Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
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Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for ^the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
The request should be accompanied by a full statement of the
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interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requester considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
3/22/2016
Page 1 of 41
General Decision Number: OH160002 03/18/2016 OH2
Superseded General Decision Number: OH20150002
State: Ohio
Construction Types: Heavy and Highway
Counties: Ohio Statewide.
Heavy and Highway Construction Projects
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.15 for calendar year 2016 applies to all contracts
subject to the Davis-Bacon Act for which the solicitation was
issued on or after January 1, 2015. If this contract is covered
by the EO, the contractor must pay all workers in any
classification listed on this wage determination at least
$10.15 (or the applicable wage rate listed on this wage
determination, if it is higher) for all hours spent performing
on the contract in calendar year 2016. The EO minimum wage rate
will be adjusted annually. Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number
0
1
2
3
4
5
Publication Date
01/08/2016
01/15/2016
02/05/2016
02/19/2016
03/04/2016
03/18/2016
BRKY0007-003 06/01/2011
LAWRENCE
Rates
Bricklayer, Stonemason...........$ 28.29
Fringes
16.80
BROH0001-001 07/01/2014
DEFIANCE, FULTON (Excluding Fulton, Amboy & Swan Creek
Townships), HENRY (Excluding Monroe, Bartlow, Liberty,
Washington, Richfield, Marion, Damascus & Townships & that part
of Harrison Township outside corporate limits of city of
Napoleon), PAULDING, PUTNAM and WILLIAMS COUNTIES
Rates
Bricklayer, Stonemason
$ 30.05
Fringes
13.02
BROH0001-004 06/01/2014
Rates
CEMENT MASON/CONCRETE FINISHER...$ 28.33
Fringes
11.37
3/22/2016
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BROH0003-002 07/01/2014
FULTON (Townships of Amboy, Swan Creek & Fulton), HENRY
(Townships of Washington, Damascus, Richfield, Bartlow,
Liberty, Harrison, Monroe, & Marion) , LUCAS and WOOD (Townships
of Perrysburg, Ross, Lake, Troy, Freedom, Montgomery, Webster,
Center, Portage, Middleton, Plain, Liberty, Henry, Washington,
Weston, Milton, Jackson & Grand Rapids) COUNTIES
Rates
Fringes
13.02
Bricklayer, Stonemason...........$ 30.05
BROH0005-003 05/01/2015
CUYAHOGA, LORAIN & MEDINA (Hinckley, Granger, Brunswick,
Liverpool, Montville, York, Homer, Harrisville, Chatham,
Litchfield & Spencer.Townships and the city of Medina)
Rates Fringes
BRICKLAYER
BRICKLAYERS; CAULKERS;
CLEANERS; POINTERS; &
STONEMASONS.................$ 33.81 14.00
SANDBLASTERS................$ 33.81 14.00
SEWER BRICKLAYERS & STACK
BUILDERS....................$
33.81
14.00
SEWER BRICKLAYERS; STACK
BUILDERS; & SWING SCAFFOLDS.$ 30.91 11.78
SWING SCAFFOLDS.............$ 33.81 14.00
BROH0006-005 05/01/2015
CARROLL, COLUMBIANA (Knox, Butler, West & Hanover Townships),
STARK & TUSCARAWAS
Rates Fringes
Bricklayer, Stonemason...........$ 26.84 12.60
BROH0007-005 09/01/2014
PORTAGE & SUMMIT
Rates Fringes
BRICKLAYER.......................$ 29.35 14.36
BROH0007-010 06/01/2014
PORTAGE & SUMMIT
I
Rates Fringes
MASON - STONE....................$ 28.33 ' 11.37
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BROH0008-001 06/01/2014
COLUMBIANA (Salem, Perry, Fairfield, Center, Elk Run,
Middleton, & Unity Townships and the city of New Waterford) ,
MAHONING & TRUMBULL
Rates Fringes
BRICKLAYER.......................$ 27.10 16.89
BROH0009-002 06/01/2014
BELMONT & MONROE COUNTIES and the Townships of Warren & Mt.
Pleasant and the Village of Dillonvale in JEFFERSON COUNTY
Rates Fringes
Refractory.......................$
30.24
17.14
BROH0010-002 07/01/2015
COLUMBIANA (St. Clair, Madison, Wayne, Franklin, Washington,
Yellow Creek & Liverpool Townships) & JEFFERSON (Brush Creek &
Saline Townships)
Rates Fringes
BROH0014-002 06/01/2014
HARRISON & JEFFERSON (Except Mt. Pleasant, Warren, Brush Creek,
Saline & Salineville Townships & the Village of Dillonvale)
Rates Fringes
BROH0016-002 05/01/2015
ASHTABULA, GEAUGA, and LAKE COUNTIES
Rates Fringes
BROH0018-002 06/01/2014
BROWN, BUTLER, CLERMONT, HAMILTON, PREBLE (Gasper, Dixon,
Israel, Lanier, Somers & Gratis Townships) & WARREN COUNTIES:
Rates Fringes
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BROH0022-004 06/01/2014
CHAMPAIGN, CLARK, CLINTON, DARKE, GREENE, HIGHLAND, LOGAN,
MIAMI, MONTGOMERY, PREBLE (Jackson, Monroe, Harrison, Twin,
Jefferson & Washington Townships) and SHELBY COUNTIES
Rates Fringes
BROH0032-001 06/01/2014
GALLIA & MEIGS
Rates Fringes
BROH0035-002 06/01/2014
ALLEN, AUGLAIZE, MERCER and VAN WERT COUNTIES
Rates Fringes
BROH0039-002 06/01/2014
ADAMS & SCIOTO
Rates Fringes
BROH0040-003 06/01/2015
ASHLAND, CRAWFORD, HARDIN, HOLMES, MARION, MORROW, RICHLAND,
WAYNE and WYANDOT (Except Crawford, Ridge, Richland & Tymochtee
Townships) COUNTIES
Rates
Fringes
17.18
Bricklayer, Stonemason. ..........$ 29'.09
FOOTNOTE: Layout Man and Sawman rate: $1.00 per hour above
journeyman rate.
Free standing stack work ground level to top of stack;
Sandblasting and laying of carbon masonry material in swing
stage and/or scaffold; Ramming and spading of plastics and
gunniting: $1.50 per hour above journeyman rate.
"Hot" work: $2.50 above journeyman rate.
BROH0044-002 06/01/2015
Rates
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Bricklayer, Stonemason \
COSHOCTON, FAIRFIELD,
GUERNSEY, HOCKING, KNOX,
KICKING, MORGAN,
MUSKINGUM, NOBLE (Beaver,
Buffalo, Seneca & Wayne
Townships) & PERRY
COUNTIES:...................$
26.20
13.89
BROH0045-002 06/01/2014
FAYETTE, JACKSON, PIKE, ROSS and VINTON COUNTIES
Rates Fringes
BROH0046-002 06/01/2015
ERIE, HANCOCK, HURON, OTTAWA, SANDUSKY, SENECA, WOOD (Perry &
Bloom Townships) and WYANDOT (Tymochtee, Crawford, Ridge &
Richland Townships) COUNTIES & the Islands of Lake Erie north
of Sandusky
Rates Fringes
FOOTNOTE: Layout Man and Sawman rate: $1.00 per hour above
journeyman rate.
Free standing stack work ground level to top of stack;
Sandblasting and laying of carbon masonry material in swing
stage and/or scaffold; Ramming and spading of plastics and
gunniting: $1.50 per hour above journeyman rate.
"Hot" work: $2.50 above journeyman rate.
BROH0052-001 06/01/2014
ATHENS COUNTY
Rates Fringes
BROH0052-003 06/01/2014
NOBLE (Brookfield, Noble, Center, Sharon, Olive, Enoch, Stock,
Jackson, Jefferson & Elk Townships) and WASHINGTON COUNTIES
Rates Fringes
BROH0055-003 06/01/2014
DELAWARE, FRANKLIN, MADISON, PICKAWAY and UNION COUNTIES
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Rates Fringes
CARP0003-004 05/01/2014
MAHONING & TRUMBULL
Rates Fringes
CARPENTER........................$ 25.61 15.10
CARP0069-003 05/01/2014
CARROLL, STARK, TUSCARAWAS & WAYNE
Rates Fringes
CARPENTER........................$ 25.50 13.67
CARP0069-006 05/01/2014
COSHOCTON, HOLMES, KNOX & MORROW
Rates Fringes
CARPENTER........................$ 23.66 13.05
CARP0171-002 05/01/2014
BELMONT, COLUMBIANA, HARRISON, JEFFERSON & MONROE
Rates Fringes
CARPENTER........................$ 26.02 15.49
CARP0200-002 05/01/2014
ADAMS, ATHENS, DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, GALLIA,
GUERNSEY,.HIGHLAND, HOCKING, JACKSON, LAWRENCE, LICKING,
MADISON, MARION, MEIGS, MORGAN, MUSKINGUM, NOBLE, PERRY,
PICKAWAY, PIKE, ROSS, SCIOTO, UNION, VINTON and WASHINGTON
COUNTIES
Rates Fringes
CARPENTER........................$ 28.22 13.50
Diver............................$
39.41
10.40
PILEDRIVERMAN....................$ 28.22 13.50
CARP0248-005 07/01/2008
LUCAS & WOOD
Rates Fringes
CARPENTER........................$ 27.27 14.58
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CARP0248-008 07/01/2008
Rates Fringes
CARPENTER
DEFIANCE, FULTON, HANCOCK,
HENRY, PAULDING & WILLIAMS
COUNTIES....................$ 23.71 13.28
CARP0254-002 05/01/2014
ASHTABULA, CUYAHOGA, GEAUGA & LAKE
Rates Fringes
CARPENTER........................$ 31.61 14.46
CARP0372-002 07/01/2008
ALLEN, AUGLAIZE, HARDIN, MERCER, PUTNAM & VAN WERT
Rates Fringes
CARPENTER........................$ 23.18 13.28
CARP0639-003 05/01/2014
MEDINA, PORTAGE & SUMMIT
Rates Fringes
CARPENTER........................$ 29.59 14.64
CARP0735-002 05/01/2014
ASHLAND, ERIE, HURON, LORAIN & RICHLAND
Rates Fringes
CARPENTER........................$ 24.80 13.29
CARP1311-001 05/01/2014
BROWN, BUTLER, CHAMPAIGN, CLARK, CLERMONT, CLINTON, DARKE,
GREENE, HAMILTON, LOGAN, MIAMI, MONTGOMERY, PREBLE, SHELBY &
WARREN
Rates Fringes
Carpenter & Piledrivermen........$ 27.39 14.33
Diver............................$
40.58
9.69
CARP1393-002 07/01/2008
CRAWFORD, DEFIANCE, FULTON, HANCOCK, HENRY, LUCAS, OTTAWA,
PAULDING, SANDUSKY, SENECA, WILLIAMS & WOOD
Rates Fringes
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Piledrivermen & Diver's Tender...$ 27.30 16.05
DIVERS - $250.00 per day
CARP1393-003 07/01/2008
ALLEN, AUGLAIZE, HARDIN, MERCER, PUTNAM, VAN WERT & WYANDOT
Rates Fringes
Piledrivermen & Diver's Tender...$ 25.15 15.92
DIVERS - $250.00 per day
CARP1871-006 06/01/2013
BELMONT, HARRISON, & MONROE
Rates Fringes
Diver,
Wet.......................$
47.07
13.92
Piledrivermen; Diver, Dry........$ 31.38 13.92
CARP1871-008 06/01/2013
ASHLAND, ASHTABULA, CUYAHOGA, ERIE, GEAOGA, HURON, LAKE,
LORAIN, MEDINA, PORTAGE, RICHLAND & SUMMIT
Rates Fringes
Diver,
Wet.......................$
44.22
15.49
CARP1871-014 06/01/2013
CARROLL, STARK, TUSCARAWAS & WAYNE
Rates Fringes
Diver,
Wet.......................$
37.40
13.81
CARP1871-015 06/01/2013
COSHOCTON, HOLMES, KNOX & MORROW
Rates Fringes
Diver,
Wet.......................$
36.53
12.96
Piledrivermen; Diver, Dry........? 24.35 12.96
CARP1871-017 06/01/2013
MAHONING & TRUMBULL
Rates Fringes
Diver,
Wet.......................$
39.44
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CARP2235-012 01/01/2014
COLUMBIANA & JEFFERSON
Rates Fringes
PILEDRIVERMAN....................$ 31.74 16.41
CARP2239-001 07/01/2008
CRAWFORD, OTTAWA, SANDUSKY, SENECA & WYANDOT
Rates Fringes
CARPENTER........................$ 23.71 13.28
ELEC0008-002 05/26/2014
DEFIANCE, FULTON, HANCOCK, HENRY, LUCAS, OTTAWA, PAULDING,
PUTNAM, SANDUSKY, SENECA, WILLIAMS & WOOD
Rates Fringes
CABLE SPLICER....................$ 38.98 18.96
ELECTRICIAN......................$ 37.12 18.88
ELEC0032-003 06/01/2014
ALLEN, AUGLAIZE, HARDIN, LOGAN, MERCER, SHELBY, VAN WERT &
WYANDOT (Crawford, Jackson, Marseilles, Mifflin, Ridgeland,
Ridge & Salem Townships)
Rates Fringes
ELECTRICIAN......................$ 28.32 15.18
ELEC0032-004 06/01/1998
ALLEN, HARDIN, VAN WERT & WYANDOT (Crawford, Jackson,
Marseilles, Mifflin, Richland, Ridge & Salem Townships)
Rates Fringes
Line Construction
Equipment Operator..........$ 20.27 4.12+a
Groundman Truck Driver......$ 14.43 3.63+a
Lineman.....................$
22.52
4.31+a
FOOTNOTE: a. Half day's Paid Holiday: The last 4 hours of
the workday prior to Christmas or New Year's Day
ELEC0038-002 04/27/2015
CUYAHOGA, GEAUGA (Bainbridge, Chester & Russell Townships) &
Page 10 of 41
LORAIN (Columbia Township)
Rates Fringes
ELECTRICIAN
Excluding Sound &
Communications Work.........$ 37.13 19.88
FOOTNOTES;
ELEC0038-008 04/27/2015
CUYAHOGA, GEAUGA (Bainbridge, Chester & Russell Townships) &
LORAIN (Columbia Township)
Rates Fringes
Sound & Communication
Technician
Communications Technician..^ 26.05 10.40+a+b
Installer Technician........$ 24.55 10.11+a+b
FOOTNOTES;
ELEC0064-003 11/30/2015
COLUMBIANA (Butler, Fairfield, Perry, Salem & Unity Townships)
MAHONING (Austintown, Beaver, Berlin, Boardman, Canfield,
Ellsworth, Coitsville, Goshen, Green, Jackson, Poland,
Springfield & Youngstown Townships), & TRUMBULL (Hubbard &
Liberty Townships)
Rates Fringes
ELECTRICIAN......................$ 32.02 13.74
ELEC0071-001 12/28/2015
ASHLAND, CHAMPAIGN, CLARK, COSHOCTON, CRAWFORD, DELAWARE,
FAIRFIELD, FAYETTE, FRANKLIN, GUERNSEY, HIGHLAND, HOCKING,
JACKSON (Coal, Jackson, Liberty, Milton, Washington & Wellston
Townships), KNOX, LICKING, MADISON, MARION, MONROE, MORGAN,
MORROW, MUSKINGUM, NOBLE, PERRY, PICKAWAY, PIKE (Beaver,
Benton, Jackson, Mifflin, Pebble, Peepee, Perry & Seal
Townships), RICHLAND, ROSS, TUSCARAWAS (Auburn, Bucks, Clay,
Jefferson, Oxford, Perry, Salem, Rush, Washington & York
Townships), UNION, VINTON (Clinton, Eagle, Elk, Harrison,
Page 11 of 41
Jackson, Richland & Swan Townships), and WASHINGTON COUNTIES
Rates Fringes
Line Construction
Equipment Operators.........$ 32.24 12.34
Groundmen...................$
23.28
10.37
Linemen & Cable Splicers....$ 35.82 13.13
ELEC0071-004 12/28/2015
AUGLAIZE, CLINTON, DARKE, GREENE, LOGAN, MERCER, MIAMI,
MONTGOMERY, PREBLE, and SHELBY COUNTIES
Rates Fringes
Line Construction
Equipment Operator..........$ 32.24 12.34
Groundman...................$
23.28
10.37
Lineman & Cable Splicers....$ 35.82 13.13
ELEC0071-005 12/29/2015
ASHTABULA, CUYAHOGA, GEAUGA, LAKE & LORAIN
Rates Fringes
LINE CONSTRUCTION: Equipment
Operator
DOT/Traffic Signal &
Highway Lighting Projects...$ 31.30 13.07
Municipal Power/Transit
Projects....................$
37.34
14.58
LINE CONSTRUCTION: Groundman
Projects....................$
29.05
12.51
LINE CONSTRUCTION:
Linemen/Cable Splicer
Projects....................$
41.49
15.61
ELEC0071-008 12/28/2015
COLUMBIANA, MAHONING, and TRUMBULL COUNTIES
Rates Fringes
Line Construction
Groundman...................$
23.28
10.37
ELEC0071-010 12/28/2015
.1
http://wdol.gov/wdol/scafiles/davisbacon/OH2.dvb ?v=5
3/22/2016
Page 12 of 41
BELMONT, CARROLL, HARRISON, HOLMES, JEFFERSON, MEDINA, PORTAGE,
STARK, SUMMIT, and WAYNE COUNTIES
Rates Fringes
Line Construction
Groundman...................$
23.28
10.37
ELEC0071-013 12/28/2015
BROWN, BUTLER, CLERMONT, HAMILTON, and WARREN COUNTIES
Rates Fringes
Line Construction
Groundman...................$
23.28
10.37
ELEC0071-014 12/28/2015
ADAMS, ATHENS, GALLIA, JACKSON (Bloomfield, Franklin, Hamilton,
Lick, Jefferson, Scioto & Madison Townships), LAWRENCE, MEIGS,
PIKE (Camp Greek, Marion, Newton, Scioto, Sunfish & Union
Townships), SCIOTO & VINTON (Brown, Knox, Madison,. Vinton &
Wilkesville Townships)
Rates Fringes
Line Construction
Groundman...................$
23.28
10.37
ELEC0082-002 11/30/2015
CLINTON, DARKE, GREENE, MIAMI, MONTGOMERY, PREBLE & WARREN
(Wayne, Clear Creek & Franklin Townships)
Rates Fringes
ELECTRICIAN......................$ 28.60 17.60
ELEC0082-006 12/01/2014
CLINTON, DARKE, GREENE, MIAMI, MONTGOMERY, PREBLE & WARREN
(Wayne, Clear Creek & Franklin Townships)
Rates Fringes
Technician
Cable
Fuller................$
10.24
4.91
Installer/Technician........$ 22.75 9.91
Page 13 of 41
ELEC0129-003 03/01/2010
LORAIN (Except Columbia Township) & MEDINA (Litchfield &
Liverpool Townships)
Rates Fringes
ELECTRICIAN......................$ 31.00 13.80
ELEC0129-004 03/01/2010
ERIE & HURON (Lyme, Ridgefield, Norwalk, Townsend, Wakeman,
Sherman, Peru, Bronson, Hartland, Clarksfield, Norwich,
Greenfield, Fairfield, Fitchville & New London Townships)
Rates Fringes
ELECTRICIAN......................$ 31.00 13.80
ELEC0141-003 09/01/2015
BELMONT COUNTY
Rates Fringes
CABLE SPLICER....................$ 32.25 23.67
ELECTRICIAN......................$ 28.80 23.06
ELEC0212-003 07/01/2013
BROWN, CLERMONT & HAMILTON
Rates Fringes
Technician.
.......................$
22.50
9.51
ELEC0212-005 06/01/2015
BROWN, CLERMONT, and HAMILTON COUNTIES
Rates Fringes
ELECTRICIAN......................$ 27.03 17.02
ELEC0245-003 08/31/2015
DEFIANCE, FULTON, HANCOCK, HENRY, HURON, LUCAS, OTTAWA,
PAULDING, PUTNAM, SANDUSKY, SENECA, WILLIAMS, and WOOD COUNTIES
Rates Fringes
Line Construction
Cable Splicer...............$ 42.19 25.20%+$5.00+a
Groundman/Truck Driver......$ 16.05 25.20%+$5.00+a
Heli-arc Welding............$ 36.99 25.20%+$5.00+a
Page 14 of 41
36.69
25.20%+$5.00+a
Operator - Class 1..........$ 29.35
25.20%+$5.00+a
Operator - Class 2..........$ 25.68
25.20%+$5.00+a
Lineman.....................$
Traffic Signal & Lighting
Technician..................$ 33.02
25.20%+$5.00+a
FOOTNOTE: a. 6 Observed Holidays: New Year's Day; Memorial
Day; Independence Day; Labor Day; Thanksgiving Day; &
Christmas Day. Employees who work on a holiday shall be
paid at a rate of double their applicable classified
straight-time rates for the work performed on such holiday.
ELEC0245-004 08/31/2015
ERIE COUNTY
Rates
Fringes
Line Construction
Cable Splicer...............$ 42.19
_25.20%+$5.00+a
Groundman/Truck Driver......$ 16.05
25.20%+$5.00+a
Lineman.....................$
36.69
25.20%+$5.00+a
Operator - Class 1..........$ 29.35
25.20%+$5.00+a
Operator - Class 2..........$ 25.68
25.20%+$5.00+a
FOOTNOTE: a. 6 Observed Holidays: New Year's Day; Memorial
Day; Independence Day; Labor Day; Thanksgiving Day; &
Christmas Day. Employees who work on a holiday shall be
paid at a rate of double their applicable classified
straight-time rates for the work performed on such holiday.
ELEC0246-006 10/29/2012
Rates
ELECTRICIAN......................$ 33.00
Fringes
26.16
ELEC0306-005 06/01/2015
MEDINA (Brunswick, Chatham, Granger, Guilford, Harrisville,
Hinckley, Homer, Lafayette, Medina, Montville, Sharon, Spencer,
Wadsworth, Westfield & York Townships), PORTAGE (Atwater,
Aurora, Brimfield, Deerfield, Franklin, Mantua, Randolph,
Ravenna, Rootstown, Shalersville, Streetsboro & Suffield
Townships), SUMMIT & WAYNE (Baughman, Canaan, Chester,
Chippewa, Congress, Green, Milton, & Wayne Townships)
Rates
Fringes
CABLE SPLICER....................$ 36.87 16.56
ELECTRICIAN......................$ 34.14 16.56
ELEC0317-002 05/28/2014
GALLIA & LAWRENCE
Rates
http ://wdol. gov/wdol/scafiles/davisbacon/OH2. dvb?v=5
Fringes
3/22/2016
Page 15 of 41
CABLE SPLICER....................$ 32.68 18.13
ELECTRICIAN......................$ 32.62 21.45
ELEC0540-003 06/05/1997
TUSCARAWAS COUNTY (North of Auburn, Clay, Rush & York Townships)
Rates Fringes
Line Construction
Groundman; & Truck Driver...$ 14.65 8.18
Line Equipment Operator.....$ 19.02 8.69
Lineman; & Cable Splicer....$ 21.86 9.01
ELEC0540-005 12/28/2015
CARROLL (Northern half, including Fox, Harrison, Rose &
Washington Townhships), COLUMBIANA (Knox Township), HOLMES,
MAHONING (Smith Township), STARK, TUSCARAWAS (North of Auburn,
Clay, Rush & York Townships) , and WAYNE (South of Baughman,
Chester, Green & Wayne Townships) COUNTIES
Rates Fringes
ELECTRICIAN......................$ 30.04 21.78
ELEC0573-003 06/01/2015
ASHTABULA (Colebrook, Wayne, Williamsfield, Orwell & Windsor
Townships), GEAUGA (Auburn, Middlefield, Parkman & Troy
Townships), MAHONING (Milton Township), PORTAGE (Charlestown,
Edinburg, Freedom, Hiram, Nelson, Palmyra, Paris & Windham
Townships), and TRUMBULL (Except Liberty & Hubbard Townships)
Rates Fringes
ELECTRICIAN......................$ 30.57 16.85
ELEC0575-001 06/02/2015
ADAMS, FAYETTE, HIGHLAND, HOCKING, JACKSON (Bloomfield,
Franklin, Hamilton, Jefferson, Lick, Madison, Scioto, Coal,
Jackson, Liberty, Milton & Washington Townships), PICKAWAY
(Deer Creek, Perry, Pickaway, Salt Creek & Wayne Townships),
PIKE (Beaver, Benton, Jackson, Mifflin, Pebble, PeePee, Perry,
Seal, Camp Creek, Newton, Scioto, Sunfish, Union & Marion
Townships), ROSS, SCIOTO & VINTON (Clinton, Eagle, Elk,
Harrison, Jackson, Richland & Swan Townships)
Rates Fringes
ELECTRICIAN......................$ 31.70 14.58
ELEC0648-001 08/31/2015
BUTLER and WARREN COUNTIES (Deerfield, Hamilton, Harlan,
Page 16 of 41
Massie, Salem, Turtle Creek, Union & Washington Townships)
Rates Fringes
CABLE SPLICER....................$ 29.39 17.17
ELECTRICIAN......................$ 28.89 17.15
ELEC0673-004 06/01/2015
ASHTABULA (Excluding Orwell, Colebrook, Williamsfield, Wayne &
Windsor Townships), GEAUGA (Burton, Chardon, Claridon, Hambden,
Huntsburg, Montville, Munson, Newbury & Thompson Townships) and
LAKE COUNTIES
Rates Fringes
CABLE SPLICER....................$ 33.29 17.11
ELECTRICIAN......................$ 33.37 18.05
ELEC0683-002 06/02/2014
CHAMPAIGN, CLARK, DELAWARE, FAIRFIELD, FRANKLIN, MADISON,
PICKAWAY (Circleville, Darby, Harrison, Jackson, Madison,
Monroe, Muhlenberg, Scioto, Walnut & Washington Townships), and
UNION COUNTIES
Rates Fringes
CABLE SPLICER....................$ 31.45 15.85'
ELECTRICIAN......................$ 30.85 15.85
ELEC0688-003 08/31/2015
ASHLAND, CRAWFORD, HURON (Richmond, New Haven, Ripley &
Greenwich Townships), KNOX (Liberty, Clinton, Union, Howard,
Monroe, Middleberry, Morris, Wayne, Berlin, Pike, Brown &
Jefferson Townships), MARION, MORROW, RICHLAND and WYANDOT
(Sycamore, Crane, Eden, Pitt, Antrim & Tymochtee Townships)
COUNTIES
Rates Fringes
ELECTRICIAN......................$ 27.21 15.47
ELEC0972-002 06/01/2014
ATHENS, MEIGS, MONROE, MORGAN, NOBLE, VINTON (Brown, Knox,
Madison, Vinton & Wilkesville Townships), and WASHINGTON
COUNITES
Rates Fringes
CABLE SPLICER....................$ 32.49 21.33
ELECTRICIAN......................$ 32.24 21.33
Page 17 of 41
ELEC1105-001 12/28/2015
COSHOCTON, GUERNSEY, KNOX (Jackson, Clay, Morgan, Miller,
Milford, Hilliar, Butler, Harrison, Pleasant & College
Townships), LICKING, MUSKINGUM, PERRY, and TUSCARAWAS (Auburn,
York, Clay, Jefferson, Rush, Oxford, Washington, Salem, Perry &
Bucks Townships) COUNTIES
Rates Fringes
ELECTRICIAN......................$• 30.20 15.08
ENGI0018-003 05/01/2015
ASHTABULA, CUYAHOGA, ERIE, GEAUGA, LAKE, LORAIN, MEDINA,
PORTAGE, and SUMMIT COUNTIES
Rates Fringes
GROUP
1.....................$
34.83
14.25
GROUP
2.....................$
34.73
14.25
GROUP
3.....................$
33.69
14.25
GROUP
4.....................$
32.47
14.25
GROUP
5.....................$
27.18
14.25
GROUP
6.....................$
35.08
14.25
GROUP
7.....................$
35.33
14.25
OPERATING ENGINEER CLASSIFICATIONS
GROUP 1 - Air Compressor on Steel Erection; Barrier Moving
Machine; Boiler Operator on Compressor or Generator when
mounted on a Rig; Cableway; Combination Concrete Mixer &
Tower; Concrete Plant (over 4 yd. Capacity); Concrete Pump;
Crane (All Types, Including Boom Truck, Cherry Picker);
Crane-Compact, Track or Rubber over 4,000 Ibs. capacity;
Cranes-Self Erecting, Stationary, Track or Truck (All
Configurations); Derrick; Dragline; Dredge (Dipper, Clam or
Suction); Elevating Grader or Euclid Leader; Floating
Equipment (All Types); Gradall; Helicopter Crew
(Operator-Hoist or Winch); Hoe (all types); Hoisting Engine
on Shaft or Tunnel Work; Hydraulic Gantry (Lifting System);
Industrial-Type Tractor; Jet Engine Dryer (D8 or D9) Diesel
Tractor; Locomotive (Standard Gauge); Maintenance Operator
Class A; Mixer, Paving (Single or Double Drum); Mucking
Machine; Multiple Scraper; Piledriving Machine (All Types);
Power Shovel; Prentice Leader; Quad 9 (Double Pusher); Rail
Tamper (with auto lifting & aligning device); Refrigerating
Machine (Freezer Operation); Rotary Drill, on Caisson work;
Rough Terrain Fork Lift with Winch/Hoist; Side-Boom;
Slip-Form Paver; Tower Derrick; Tree Shredder; Trench
Machine (Over 24" wide); Truck Mounted Concrete Pump; Tug
Boat; Tunnel Machine and/or Mining Machine; Wheel
Excavator; and Asphalt Plant Engineer (Cleveland District
Only) .
GROUP 2 - Asphalt Paver; Automatic Subgrader Machine,
Self-Propelled (CMI Type); Bobcat Type and/or Skid Steer
Page 18 of 41
Loader with Hoe Attachment Greater than 7,000 Ibs.; Boring
Machine More than 48"; Bulldozer; Endloader; Horizontal
Directional Drill (Over 50,000 ft Ibs thrust); Hydro
Milling Machine; Kolman-type Leader (production type-Dirt);
Lead Greaseman; Lighting & Traffic Signal Installation
Equipment (includes all groups or classifications);
Material Transfer Equipment (Shuttle Buggy) Asphalt;
Pettibone-Rail Equipment; Power Grader; Power Scraper; Push
Cat; Rotomill (all). Grinders & Planers of All types;
Trench Machine (24" wide & under); Vermeer type Concrete
Saw; and Maintenance Operators (Portage and Summit
Counties Only).
GROUP 3 - A-Frame; Air Compressor on Tunnel Work (low
pressure); Asphalt Plant Engineer (Portage and Summit
Counties Only); Bobcat-type and/or Skid Steer Loader with
or without Attachments; Highway Drills (all types);
Locomotive (narrow gauge); Material Hoist/Elevator; Mixer,
Concrete (more than one bag capacity); Mixer, one bag
capacity (Side Leader); Power Boiler (Over 15 Ibs.
Pressure) Pump Operator installing & operating Well Points;
Pump (4" & over discharge); Roller, Asphalt; Rotovator
(lime soil stabilizer); Switch & Tie Tampers (without
lifting & aligning device); Utility Operator (Small
equipment); Welding Machines; and Railroad Tie
Inserter/Remover; Articulating/straight bed end dumps if
assigned (minus $4.00 per hour.
GROUP 4 - Backfiller; Ballast Re-locator; Bars, Joint & Mesh
Installing Machine; Batch Plant; Boring Machine Operator
(48" or less); Bull Floats; Burlap & Curing Machine;
Concrete Plant (capacity 4 yd. & under); Concrete Saw
(Multiple); Conveyor (Highway) ; Crusher; Deckhand;
Farm-type Tractor with attachments (highway) ; Finishing
Machine; Fireperson, Floating Equipment (all types);
Forklift; Form Trencher; Hydro Hammer expect masonary;
Hydro Seeder; Pavement Breaker; Plant Mixer; Post Driver;
Post Hole Digger (Power Auger) ; Power Brush Burner; Power
Form Handling Equipment; Road Widening Trencher; Roller
(Brick, Grade & Macadam) ; Self-Propelled Power Spreader;
Self-Propelled Power Subgrader; Steam Fireperson; Tractor
(Pulling Sheepfoot, Roller or Grader) ; and Vibratory
Compactor with Integral Power.
GROUP 5 - Compressor (Portable, Sewer, Heavy & Highway); Drum
Fireperson (Asphalt Plant); Generator; Masonry Fork Lift;
Inboard-Outboard Motor Boat Launch; Oil Heater (asphalt
plant); Oiler/Helper; Power Driven Heater; Power Sweeper &
Scrubber; Pump (under 4" discharge) ; Signalperson; Tire
Repairperson; VAC/ALLS; Cranes - Compact, track or rubber
under 4,000 pound capacity; fueling and greasing; and
Chainmen.
GROUP 6 - Master Mechanic & Boom from 150 to 180.
GROUP 7 - Boom from 180 and over.
ENGI0018-004 05/01/2015
Page 19 of 41
ADAMS, ALLEN, ASHLAND, ATHENS, AUGLAIZE, BELMONT, BROWN,
BUTLER, CARROLL, CHAMPAIGN, CLARK, CLERMONT, CLINTON,
COSHOCTON, CRAWFORD, DARKE, DEFIANCE, DELAWARE, FAIRFIELD,
FAYETTE, FRANKLIN, FULTON, GALLIA, GREENE, GUERNSEY, HAMILTON,
HANCOCK, HARDIN, HARRISON, HENRY, HIGHLAND, HOCKING, HOLMES,
HURON, JACKSON, JEFFERSON, KNOX, LAWRENCE, LICKING, LOGAN,
LUCAS, MADISON, MARION, MEIGS, MERCER, MIAMI, MONROE,
MONTGOMERY, MORGAN, MORROW, MUSKINGUM, NOBLE, OTTAWA, PAULDING,
PERRY, PICKAWAY, PIKE, PREBLE, PUTNAM, RICHLAND, ROSS,
SANDUSKY, SCIOTO, SENECA, SHELBY, STARK, TUSCARAWAS, UNION, VAN
WERT, VINTON, WARREN, WASHINGTON, WAYNE, WILLIAMS, WOOD, and
YANDOT COUNTIES
Rates Fringes
GROUP
1.....................$
33.34
14.25
GROUP
2.....................$
33.22
14.25
GROUP
3.....................$
32.18
14.25
GROUP
4.....................$
31.00
14.25
GROUP
5.....................$
25.54
14.25
GROUP
6.....................$
33.59
14.25
GROUP
7.....................$
33.84
14.25
OPERATING ENGINEER CLASSIFICATIONS
GROUP 1 - Air Compressor on Steel Erection; Barrier Moving
Machine; Boiler Operator on Compressor or Generator when
mounted on a Rig; Cableway; Combination Concrete Mixer &
Tower; Concrete Plant (over 4 yd. Capacity); Concrete Pump;
Crane (All Types, Including Boom Truck, Cherry Picker);
Crane-Compact, Track or Rubber over 4,000 Ibs. capacity;
Cranes-Self Erecting, Stationary, Track or Truck (All
Configurations); Derrick; Dragline; Dredge (Dipper, Clam or
Suction); Elevating Grader or Euclid Leader; Floating
Equipment (All Types); Gradall; Helicopter Crew
(Operator-Hoist or Winch); Hoe (all types); Hoisting Engine
on Shaft or Tunnel Work; Hydraulic Gantry (Lifting
System); Industrial-Type Tractor; Jet Engine Dryer (D8 or
D9) Diesel Tractor; Locomotive (Standard Gauge);
Maintenance Operator Class A; Mixer, Paving (Single or
Double Drum); Mucking Machine; Multiple Scraper;
Piledriving Machine (All Types); Power Shovel; Prentice
Leader; Quad 9 (Double Pusher) ; Rail Tamper (with auto
lifting & aligning device); Refrigerating Machine (Freezer
Operation); Rotary Drill, on Caisson work; Rough Terrain
Fork Lift with Winch/Hoist; Side-Boom; Slip-Form Paver;
Tower Derrick; Tree Shredder; Trench Machine (Over 24"
wide); Truck Mounted Concrete Pump; Tug Boat; Tunnel
Machine and/or Mining Machine; and Wheel Excavator.
GROUP 2 - Asphalt Paver; Automatic Subgrader Machine,
Self-Propelled (CMI Type); Bobcat Type and/or Skid Steer
Loader with Hoe Attachment Greater than 7,000 Ibs.; Boring
Machine More than 48"; Bulldozer; Endloader; Hydro Milling
Machine; Horizontal Directional Drill (over 50,000 ft. Ibs.
thrust) ,-Kolman-type Leader (production type-Dirt); Lead
Greaseman; Lighting & Traffic Signal Installation Equipment
(includes all groups or classifications) ; Material Transfer
Page 20 of 41
Equipment (Shuttle Buggy) Asphalt; Pettibone-Rail
Equipment; Power Grader; Power Scraper; Push Cat; Rotomill
(all). Grinders & Planers of All types; Trench Machine (24"
wide & under); and Vermeer type Concrete Saw.
GROUP 3 - A-Frame; Air Compressor on Tunnel Work (low
pressure); Asphalt Plant Engineer; Bobcat-type and/or Skid
Steer Leader with or without Attachments; Highway Drills
(all types); Locomotive (narrow gauge); Material
Hoist/Elevator; Mixer, Concrete (more than one bag
capacity); Mixer, one bag capacity (Side Leader); Power
Boiler (Over 15 Ibs. Pressure) Pump Operator installing &
operating Well Points; Pump (4" & over discharge); Railroad
Tie Inserter/Remover; Roller, Asphalt; Rotovator (lime soil
stabilizer); Switch & Tie Tampers (without lifting &
aligning device); Utility Operator (Small equipment); and
Welding Machines; Artiaculating/straight bed end dumps if
assigned (minus $4.00 per hour.
GROUP 4 - Backfiller; Ballast Re-locator; Bars, Joint & Mesh
Installing Machine; Batch Plant; Boring Machine Operator
(48" or less); Bull Floats; Burlap & Curing Machine;
Concrete Plant (capacity 4 yd. & under); Concrete Saw
(Multiple); Conveyor (Highway) ; Crusher; Deckhand;
Farm-type Tractor with attachments (highway) ; Finishing
Machine; Fireperson, Floating Equipment (all types); Fork
Lift; Form Trencher; Hydro Hammer expect masonary; Hydro
Seeder; Pavement Breaker; Plant Mixer; Post Driver; Post
Hole Digger (Power Auger); Power Brush Burner; Power Form
Handling Equipment; Road Widening Trencher; Roller (Brick,
Grade & Macadam); Self-Propelled Power Spreader;
Self-Propelled Power Subgrader; Steam Fireperson; Tractor
(Pulling Sheepfoot, Roller or Grader); and Vibratory
Compactor with Integral Power.
GROUP 5 - Compressor (Portable, Sewer, Heavy & Highway); Drum
Fireperson (Asphalt Plant); Generator; Masonary Forklift;
Inboard-Outboard Motor Boat Launch; Oil Heater (asphalt
plant); Oiler/Helper; Power Driven Heater; Power Sweeper &
Scrubber; Pump (under 4" discharge) ; Signalperson; Tire
Repairperson; VAC/ALLS; Cranes - Compact,.track or rubber
under 4,000 pound capacity; fueling and greasing; and
Chainmen.
GROUP 6 - Master Mechanic & Boom from 150 to 180.
GROUP 7 - Boom from 180 and over.
ENGI0066-023 06/01/2014
COLUMBIANA, MAHONING & TRUMBULL COUNTIES
Rates Fringes
ASBESTOS; HAZARDOUS/TOXIC
WASTE PROJECTS
GROUP 1 - A & B.............$ 37.55 17.51
Page 21 of 41
WASTE PROJECTS
GROUP 2 - A & B.............$ 37.22 17.51
WASTE PROJECTS
GROUP 3 - A & B.............$ 33.49 17.51
WASTE PROJECTS
GROUP 4 - A & B.............$ 29.54 17.51
WASTE PROJECTS
GROUP 5 - A & B.............$ 26.15 17.51
HAZARDOUS/TOXIC WASTE
PROJECTS
GROUP 1 - C & D.............$ 34.42 17.51
PROJECTS
GROUP 2 - C & D.............$ 34.12 17.51
PROJECTS
GROUP 3 - C & D.............$ 30.70 17.51
PROJECTS
GROUP 4 - C & D.............$ 27.08 17.51
PROJECTS
GROUP 5 - C & D.............$ 23.97 17.51
ALL OTHER WORK
GROUP
1.....................$
31.29
17.51
31.02
17.51
27.91
17.51
24.62
17.51
21.79
17.51
ALL OTHER WORK
GROUP
2.....................$
ALL OTHER WORK
GROUP
3.....................$
ALL OTHER WORK
GROUP
4.....................$
ALL OTHER WORK
GROUP
5.....................$
GROUP 1 - Rig, Pile Driver or Caisson Type; & Rig, Pile
Hydraulic Unit Attached
GROUP 2 - Asphalt Heater Planer; Backfiller with Drag
Attachment; Backhoe; Backhoe with
Shear attached; Backhoe-Rear Pivotal Swing; Batch
Plant-Central Mix Concrete; Batch Plant, Portable
concrete; Berm Builder-Automatic; Boat Derrick; Boat-Tug;
Page 22 of 41
Boring Machine Attached to Tractor; Bullclam; Bulldozer;
C.M.I. Road Builder & Similar Type; Cable Placer & Layer;
Carrier-Straddle; Carryall-Scraper or Scoop; Chicago Boom;
Compactor with Blade Attached; Concrete Saw (Vermeer or
similar type); Concrete Spreader Finisher; Combination,
Bidwell Machine; Crane; Crane-Electric Overhead;
Crane-Rough Terrain; Crane-Side Boom; Crane-Truck;
Crane-Tower; Derrick-Boom; Derrick-Car; Digger-Wheel (Not
trencher or road widener); Double Nine; Drag Line; Dredge;
Drill-Kenny or Similar Type; Easy Pour Median Barrier
Machine (or similar type); Electromatic; Frankie Pile;
Gradall; Grader; Gurry; Self-Propelled; Heavy Equipment
Robotics Operator/Mechanic; Hoist-Monorail;
Hoist-Stationary & Mobile Tractor; Hoist, 2 or 3 drum;
Horizontal Directional Drill Operator; Jackall; Jumbo
Machine; Kocal & Kuhlman; Land-Seagoing Vehicle; Leader,
Elevating; Leader, Front End; Leader, Skid Steer;
Locomotive; Mechanic/Welder; Metro Chip Harvester with
Boom; Mucking Machine; Paver-Asphalt Finishing Machine;
Paver-Road Concrete; Paver-Slip Form (C.M.I. or similar);
Place Crete Machine with Boom; Post Driver (Carrier
mounted); Power Driven Hydraulic Pump & Jack (When used in
Slip Form or Lift Slab Construction); Pump Crete Machine;
Regulator-Ballast; Hydraulic Power Unit not attached to Rig
for Pile Drillings; Rigs-Drilling; Roto Mill or similar
Full Lane (8' Wide & Over); Roto Mill or similar type
(Under 8'); Shovel; Slip Form Curb/Machine; Speedwing;
Spikemaster; Stonecrusher; Tie Fuller & Leader; Tie Tamper;
Tractor-Double Boom; Tractor with Attachments; Truck-Boom;
Truck-Tire; Trench Machine; Tunnel Machine (Mark 21 Java
or similar); & Whirley (or similar type)
GROUP 3 - Asphalt Plant; Bending Machine (Pipeline or similar
type); Boring machine. Motor Driven; Chip Harvester
without Boom; Cleaning Machine, Pipeline Type; Coating
Machine, Pipeline Type; Compactor; Concrete Belt Placer;
Concrete Finisher; Concrete Planer or Asphalt; Concrete
Spreader; Elevator; Fork Lift (Home building only); Fork
lift & Lulls; Fork Lift Walk Behind (Hoisting over 1 buck
high); Form Line Machine; Grease Truck operator; Grout
Pump; Gunnite Machine; Horizontal Directional Drill
Locator; Single Drum Hoist with or without Tower; Huck
Bolting Machine; Hydraulic Scaffold (Hoisting building
materials); Paving Breaker (Self-propelled or Ridden);
Pipe Dream; Pot Fireperson (Power Agitated); Refrigeration
Plant; Road Widener; Roller; Sasgen Derrick; Seeding
Machine; Soil Stabilizer (Pump type) ; Spray Cure Machine,
Self-Propelled; Straw Blower Machine; Sub-Grader; Tube
Finisher or Broom C.M.I. or similar type; & Tugger Hoist
GROUP 4 - Air Curtain Destructor & Similar Type; Batch
Plant-Job Related; Boiler Operator; Compressor; Conveyor;
Curb Builder, self-propelled; Drill Wagon; Generator Set;
Generator-Steam; Heater-Portable Power; Hydraulic
Manipulator Crane; Jack-Hydraulic Power driven;
Jack-Hydraulic (Railroad); Ladavator; Minor Machine
Operator; Mixer-Concrete; Mulching Machine; Pin Fuller;
Power Broom; Pulverizer; Pump; Road Finishing Machine (Pull
Type); Saw-Concrete-Self-Propelled (Highway Work) ; Signal
Person; Spray Cure Machine-Motor Powered; Stump Cutter;
Page 23 of 41
Tractor; Trencher Form; Water Blaster; Steam Jenny;
Syphon; Vibrator-Gasoline; & Welding Machine
GROUP 5 - Brakeperson; Fireperson; & Oiler
IRON0017-002 05/01/2015
ASHTABULA (North of Route 6, starting at the Geauga County
Line, proceeding east to State Route 45), CUYAHOGA, ERIE
(Eastern 2/3), GEAUGA, HURON (East of a line drawn from the
north border through Monroeville & Willard) , LAKE, LORR.IN,
MEDINA (North of Old Rte. #224), PORTAGE (West of a line from
Middlefield to Shalersville to Deerfield) , and SUMMIT (North of
Old Rte. #224, including city limits of Barberton) COUNTIES
Rates Fringes
IRONWORKER
Ornamental, Reinforcing, &
Structural..................$
31.30
22.01
IRON0017-010 05/01/2015
ASHTABULA (Eastern part from Lake Erie on the north to route
#322 on the south to include Conneaut, Kingsville, Sheffield,
Denmark, Dorset, Cherry Valley, Wayne, Monroe, Pierpont,
Richmond, Andover & Williams field Townships)
Rates Fringes
IRONWORKER
Structural, including
metal building erection &
Reinforcing.................$
31.30
22.01
IRON0044-002 06/01/2015
CLINTON (South of a line drawn from Blanchester to Lynchburg),
HAMILTON, HIGHLAND (Excluding eastern one-fifth & portion of
county inside lines drawn from Marshall to Lynchburg from the
northern county line through E. Monroe to Marshall) & WARREN
(South of a line drawn from Blanchester through Morrow to the
west county line)
Rates Fringes
IRONWORKER
Fence
Erector...............$
23.64
19.40
Ornamental; Structural......$ 26.27 19.40
IRON0055-003 07/01/2015
CRAWFORD (Area Between lines drawn from where Hwy #598 & #30
meet through N. Liberty to the northern border & from said Hwy
junction point due west to the border), DEFIANCE (S. of a line
drawn from where Rte. #66 meets the northern line through
Page 24 of 41
Independence to the eastern county border), ERIE (Western 1/3),
FULTON, HANCOCK, HARDIN (North of a line drawn from Maysville
to a point 4 miles south of the northern line on the eastern
line), HENRY, HURON (West of a line drawn from the northern
border through Monroeville & Willard), LUCAS, OTTAWA, PUTNAM
(East of a line drawn from the northern border down through
Miller City to where #696 meets the southern border), SANDUSKY,
SENECA, WILLIAMS (East of a line drawn from Pioneer through
Stryker to the southern border), WOOD & WYANDOT (North of Rte.
#30)
Rates Fringes
IRONWORKER
Fence
Erector...............$
20.00
20.13
Flat Road Mesh..............$ 20.75 18.00
Tunnels & Caissons Under
Pressure....................$
28.50
18.00
All Other Work. .............$29.12 21.47
IRON0147-002 06/01/2015
ALLEN (Northern half), DEFIANCE (Northern part, excluding south
of a line drawn from where Rte. #66 meets the northern line
through Independence to the eastern county border), MERCER
(Northern half), PAULDING, PUTNAM (Western part, excluding east
of a line drawn from the northern border down through Miller
City to where #696 meets the southern border), VAN WERT, and
WILLIAMS (Western part, excluding e^st of a line drawn from
Pioneer through Stryker to the southern border) COUNTIES
Rates Fringes
IRONWORKER.......................$ 25.39 20.64
IRON0172-002 06/01/2015
CHAMPAIGN (Eastern one-third), CLARK (Eastern one-fourth),
COSHOCTON (West of a line beginning at the northwestern county
line going through Walhonding & Tunnel Hill to the southern
county line), CRAWFORD (South of Rte. #30), DELAWARE,
FAIRFIELD, FAYETTE, FRANKLIN, HARDIN (Excluding a line drawn
from Roundhead to Maysville), HIGHLAND (Eastern one-fifth),
HOCKING, JACKSON (Northern half), KNOX, LICKING, LOGAN (Eastern
one-third), MADISON, MARION, MORROW, MUSKINGUM (West of a line
starting at Adams Mill going to Adamsville & going from
Adamsville through Blue Rock to the southern border), PERRY,
PICKAWAY, PIKE (Northern half), ROSS, UNION, VINTON and WYANDOT
(South of Rte. #30) COUNTIES
Rates Fringes
IRONWORKER.......................$ 28.12 19.14
IRON0207-004 06/01/2015
ASHTABULA (Southern part starting at the Geauga County line),
Page 25 of 41
COLUMBIANA (E. of a line from Damascus to Highlandtown),
MAHONING (N. of Old Route #224), PORTAGE (E. of a line from
Middlefield to Shalersville to Deerfield) & TRUMBULL
Rates Fringes
IRONWORKER
Layout; Sheeter.............$ 29.06 22.70
Ornamental; Reinforcing;
Structural
..................$28.06
22.70
IRON0290-002 06/01/2015
ALLEN (Southern half), AUGLAIZE, BUTLER (North of a line drawn
from east to the west county line going through Oxford,
Darrtown & Woodsdale), CHAMPAIGN (Excluding east of a line
drawn from Catawla to the point where #68 intersects the
northern county line), CLARK (Western two-thirds), CLINTON
(Excluding south of a line drawn from Blanchester to
Lynchburg), DARKE, GREENE, HIGHLAND (Inside lines drawn from
Marshall to Lynchburg & from the northern county line through
East Monroe to Marshall), LOGAN (West of a line drawn from
West Liberty to where the northern county line meets the
western county line of Hardin), MERCER (Southern half), MIAMI,
MONTGOMERY, PREBLE, SHELBY & WARREN (Excluding south of a line
drawn from Blanchester through Morrow to the western county
line) COUNTIES
Rates Fringes
IRONWORKER.......................$ 27.00 20.23
IRON0372-002 06/01/2015
ADAMS (Western Part), BROWN, BUTLER (Southern Part), CLERMONT,
CLINTON (South of. a line drawn from Blanchester to Lynchburg) ,
HAMILTON, HIGHLAND (Excluding eastern one-fifth & portion of
county inside lines drawn from Marshall to Lynchburg from the
northern county line through E. Monroe to Marshall) and WARREN
(South of a line drawn from Blanchester through Morrow to the
west county line) COUNTIES
Rates Fringes
IRONWORKER, REINFORCING
Beyond 30-mile radius of
Hamilton County Courthouse..$ 27.25 19.33
Up to & including 30-mile
radius of Hamilton County
Courthouse..................$
27.00
19.33
IRON0549-003 12/01/2015
BELMONT, GUERNSEY, HARRISON, JEFFERSON, MONROE & MUSKINGUM
(Excluding portion west of a line starting at Adams Mill going
to Adamsville and going from Adamsville through Blue Rock to
the south border)
Page 26 of 41
Rates
IRONWORKER,
$ 32.74
Fringes
17.84
IRON0550-004 05/01/2015
ASHLAND, CARROLL, COLUMBIANA (W. of a line from Damascus to
Highlandtown), COSHOCTON (E. of a line beginning at NW Co. line
going through Walhonding & Tunnel Hill to the South Co. line),
HOLMES, HURON (S. of Old Rte. #224), MAHONING (S. of Old Rte.
#224), MEDINA (S. of Old Rte. #224), PORTAGE (S. of Old Rte.
#224), RICHLAND, STARK, SUMMIT (S. of Old Rte. #224, Excluding
city limits of Barberton), TUSCARAWAS, & WAYNE
Rates
Fringes
Ironworkers:Structural,
Ornamental and Reinforcing
,$ 26.66
18.36
IRON0769-004 06/01/2015
ADAMS (Eastern Half), GALLIA, JACKSON (Southern Half), LAWRENCE
& SCIOTO
Rates
IRONWORKER.
$ 31.33
Fringes
22.81
IRON0787-003 06/01/2015
ATHENS, MEIGS, MORGAN, NOBLE, and WASHINGTON COUNTIES
Rates Fringes
IRONWORKER.......................$ 30.28 20.15
LAB00265-008 05/01/2014
Rates
Fringes
LABORER
ASHTABULA, ERIE, HURON,
LORAIN, LUCAS, MAHONING,
MEDINA, OTTAWA, PORTAGE,
SANDUSKY, STARK, SUMMIT,
TRUMBULL & WOOD COUNTIES
GROUP 1....................$ 28.15
9.80
GROUP 2....................$ 28.32
9.80
GROUP 3....................$ 28.65
9.80
GROUP 4....................$ 29.10
9.80
CUYAHOGA AND GEAUGA
COUNTIES ONLY: SEWAGE
PLANTS, WASTE PLANTS,
WATER TREATMENT
FACILITIES, PUMPING
STATIONS, & ETHANOL PLANTS
3/22/2016
Page 27 of 41
CONSTRUCTION................$ 30.76 9.80
CUYAHOGA, GEAUGA & LAKE
COUNTIES
GROUP
1....................$
29.38
9.80
GROUP
2....................$
29.55
9.80
GROUP
3....................$
29.88
9.80
GROUP
4.....................$
30.33
9.80
REMAINING COUNTIES OF OHIO
GROUP
1....................$
27.72
9.80
GROUP
2....................$
27.89
9.80
GROUP
3....................$
28.22
9.80
GROUP
4....................$
28.67
9.80
LABORER CLASSIFICATIONS
GROUP 1 - Asphalt Laborer; Carpenter Tender; Concrete Curing
Applicator; Dump Man (Batch Truck) ; Guardrail and Fence
Installer; Joint Setter; Laborer (Construction) ; Landscape
Laborer; Mesh Handlers & Placer; Right-of-way Laborer;
Riprap Laborer & Grouter; Scaffold Erector; Seal Coating;
Surface Treatment or Road Mix Laborer; Sign Installer;
Slurry Seal; Utility Man; Bridge Man; Handyman;
Waterproofing Laborer; Flagperson; Hazardous Waste (level
D); Diver Tender; Zone Person & Traffic Control
GROUP 2 - Asphalt Raker; Concrete Puddler; Kettle Man
Pipeline); Machine Driven Tools (Gas, Electric, Air); Mason
Tender; Brick Paver; Mortar Mixer; Power Buggy or Power
Wheelbarrow; Sheeting & Shoring Man; Surface Grinder Man;
Plastic Fusing Machine Operator; Pug Mill Operator; &
Vacuum Devices (wet or dry) ; Rodding Machine Operator;
Diver; Screwman or Paver; Screed Person; Water Blast, Hand
Held Wand; Pumps 4" & Under (Gas, Air or Electric) &
Hazardous Waste (level C); Air Track and Wagon Drill;
Bottom Person; Cofferdam (below 25 ft. deep); Concrete Saw
Person; Cutting with Burning Torch; Form Setter; Hand
Spiker (Railroad); Pipelayer; Tunnel Laborer (without air)
& Caisson; Underground Person (working in Sewer and
Waterline, Cleaning, Repairing & Reconditioning) ;
Sandblaster Nozzle Person; & Hazardous Waste (level B)
GROUP 3 - Blaster; Mucker; Powder Person; Top Lander;
Wrencher (Mechanical Joints & Utility Pipeline); Yarner;
Hazardous Waste (level A); Concrete Specialist; Concrete
Crew in Tunnels (With Air-pressurized - $1.00 premium);
Curb Setter & Cutter; Grade Checker; Utility Pipeline
Tapper; Waterline; and Caulker
GROUP 4 - Miner (With Air-pressurized - $1.00 premium); &
Gunite Nozzle Person
TUNNEL LABORER WITH AIR-PRESSURIZED ADD $1.00 TO BASE RATE
SIGNAL PERSON WILL RECEIVE THE RATE EQUAL TO THE RATE PAID
THE LABORER CLASSIFICATION FOR WHICH HE OR SHE IS SIGNALING.
PAIN0006-002 05/01/2015
ASHTABULA, CUYAHOGA, GEAUGA, LAKE, LORAIN, PORTAGE (N. of the
Page 28 of 41
East-West Turnpike) & SUMMIT (N. of the East-West Turnpike)
Rates
Fringes
PAINTER
COMMERCIAL NEW WORK;
REMODELING; & RENOVATIONS
GROUP 1....................$ 27.57
13.98
GROUP 2.. ..................$ 27.97
13.98
GROUP 3....................$ 28.27
13.98
GROUP
29.27
13.98
GROUP 1....................$ 27.57
13.98
GROUP 2....................$ 27.97
13.98
GROUP 3. ...................$ 28.27
13.98
4....................$
COMMERCIAL REPAINT
PAINTER CLASSIFICATIONS - COMMERCIAL NEW WORK; REMODELING; &
RENOVATIONS
GROUP 1 - Brush; & Roller
GROUP 2 - Sandblasting & Buffing
GROUP 3 - Spray Painting; Closed Steel Above 55 feet; Bridges
& Open Structural Steel; Tanks - Water Towers; Bridge
Painters; Bridge Riggers; Containment Builders
GROUP 4 - Bridge Blaster
PAINTER CLASSIFICATIONS - COMMERCIAL REPAINT
GROUP 1 - Brush; & Roller
GROUP 2 - Sandblasting & Buffing
GROUP 3 - Spray Painting
PAIN0007-002 07/01/2015
FULTON, HENRY, LUCAS, OTTAWA (Excluding Alien, Bay, Bono,
Catawba Island, Clay Center, Curtice, Danbury, Eagle Beach,
Elliston, Elmore, Erie, Fishback, Gem Beach & Geneva) & WOOD
Rates
Fringes
PAINTER
NEW COMMERCIAL WORK
GROUP 1....................$ 25.67
15.01
GROUP 2....................$ 25.22
15.01
GROUP 3....................$ 25.47
15.01
GROUP 4....................$ 25.57
15.01
GROUP 5....................$ 25.67
15.01
GROUP 6....................$ 25.97
15.01
GROUP 7....................$ 25.97
15.01
GROUP 8.. ..................$ 26.27
15.01
GROUP 9....................$ 24.81
13.22
3/22/2016
Page 29 of 41
REPAINT IS 90% OF JR
PAINTER CLASSIFICATIONS
GROUP 1 - Brush; Spray & Sandblasting Pot Tender
GROUP 2 - Refineries & Refinery Tanks; Surfaces 30 ft. or
over where material is applied to or labor performed on
above ground level (exterior), floor level (interior)
GROUP 3 - Swing Stage & Chair
GROUP 4 - Lead Abatement
GROUP 5 - All Methods of Spray
GROUP 6 - Solvent-Based Catalized Epoxy Materials of 2 or
More Component Materials, to include Solvent-Based
Conversion Varnish (excluding water based)
GROUP 7 - Spray Solvent Based Material; Sand & Abrasive
Blasting
GROUP 8 - Towers; Tanks; Bridges; Stacks Over 30 Feet
GROUP 9 - Epoxy Spray (excluding water based)
PAIN0012-008 05/01/2015
BUTLER COUNTY
Rates Fringes
PAINTER
GROUP
1.....................$
20.73
9.11
GROUP
2.....................$
23.39
9.11
GROUP
3.....................$
23.89
9.11
GROUP
4.....................$
24.14
9.11
GROUP
5.....................$
24.39
9.11
GROUP 1: Bridge Equipment Tender; Bridge/Containment Builder
GROUP 2: Brush & Roller
GROUP 3: Spray
GROUP 4: Sandblasting; & Waterblasting
GROUP 5: Elevated Tanks; Steeplejack Work; Bridge; & Lead
Abatement
PAIN0012-010 05/01/2015
BROWN, CLERMONT, CLINTON, HAMILTON & WARREN
Page 30 of 41
Rates Fringes
PAINTER
HEAVY & HIGHWAY BRIDGESGUARDRAILS-LIGHTPOLESSTRIPING
Bridge Equipment Tender
and Containment Builder....$ 20.73 9.11
Bridges when highest
point of clearance is 60
feet or more; & Lead
Abatement Projects.........$ 24.39 9.11
Brush & Roller.............$ 23.39 9.11
Sandblasting & Hopper
Tender; Water Blasting.....$ 24.14 9.11
Spray......................$
23.89
9.11
PAIN0012-014 05/01/2014
DELAWARE, FAIRFIELD, FAYETTE, FRANKLIN, MADISON, PICKAWAY, ROSS
& UNION
Rates Fringes
PAINTER
Bridges.....................$
34.13
10.56
Brush; Roller...............$ 24.65 10.56
Sandblasting;
Steamcleaning;
Waterblasting (3500 PSI or
Over)& Hazardous Work.......$ 25.35 10.56
Spray.......................$
25.15
10.56
Stacks; Tanks; & Towers.....$ 28.16 10.56
Structural Steel & Swing
Stage.......................$
24.95
10.56
PAIN0093-001 12/01/2015
ATHENS, GUERNSEY, HOCKING, MONROE, MORGAN, NOBLE and
WASHINGTON COUNTIES
Rates Fringes
PAINTER
Bridges; Locks; Dams;
Tension Towers; &
Energized Substations.......$ 30.69 16.15
Power Generating Facilities.$ 27.54 16.15
PAIN0249-002 05/01/2015
CLARK, DARKE, GREENE, MIAMI, MONTGOMERY & PREBLE
Rates Fringes
PAINTER
Page31of41
GROUP 1 - Brush & Roller....$ 23.24 6.38
GROUP 2 - Swing, Scaffold
Bridges; Structural Steel;
Open Acid Tank; High
Tension Electrical
Equipment; & Hot Pipes......$ 23.24 6.38
GROUP 3 - Spray;
Sandblast; Steamclean;
Lead Abatement..............$ 23.99 6.38
GROUP 4 - Steeplejack Work..$ 24.19 6.38
GROUP 5 - Coal Tar. .........$ 24.74 6,38
GROUP 6 - Bridge Equipment
Tender & or Containment
Builder.....................$
26.48
6.38
26.88
6.38
32.85
6.38
GROUP 7 - Tanks, Stacks &
Towers......................$
GROUP 8 - Bridge Blaster,
Rigger......................$
PAIN0356-002 09/01/2009
KNOX, LICKING, MUSKINGUM, and PERRY
Rates Fringes
PAINTER
Bridge Equipment Tenders
and Containment Builders....$ 27.93 . 7.25
Bridges; Blasters;
andRiggers..................$
34.60
7.25
Brush and Roller............$ 20.93 7.25
Sandblasting; Steam
Cleaning; Waterblasting;
and Hazardous Work..........$ 25.82 7.25
Spray.......................$
21.40
7.25
25.42
7.25
Structural Steel and Swing
Stage.......................$
Tanks; Stacks; and Towers...$ 28.63 7.25
PAIN0438-002 12/01/2015
BELMONT, HARRISON and JEFFERSON COUNTIES
Rates Fringes
PAINTER
Bridges, Locks, Dams,
Tension Towers & Energized
Substations.................$
31.88
14.90
Power Generating Facilities.$ 28.73 14.90
PAIN0476-001 06/01/2015
COLUMBIANA, MAHONING, and TRUMBULL COUNITES
Rates Fringes
PAINTER
GROUP
1.....................$
24.97
11.73
GROUP
2.....................$
26.97
11.73
3/22/2016
Page 32 of 41
GROUP
3.....................$
25.18
11.73
GROUP
4.....................$
25.62
11.73
GROUP
5.....................$
25.62
11.73
GROUP
6.....................$
25.87
11.73
GROUP 7.....................$ 26.97 • 11.73
PAINTER CLASSIFICATIONS:
GROUP 1: Painters, Brush & Roller
GROUP 2: Bridges
GROUP 3: Structural Steel
GROUP 4: Spray, Except Bar Joist/Deck
GROUP 5: Epoxy/Mastic; Spray- Bar Joist/Deck; Working Above
50 Feet; and Swingstages
GROUP 6: Tanks; Sandblasting
GROUP 7: Towers; Stacks
PAIN0555-002 06/01/2015
ADAMS, HIGHLAND, JACKSON, PIKE & SCIOTO
Rates Fringes
PAINTER
GROUP
1.....................$
29.52
GROUP
2.....................$
30.87
14.44
GROUP
3.....................$
32.23
14.44
GROUP
4....
.................$
34.86
14.44
14.44
GROUP 1 - Containment Builder
GROUP 2 - Brush; Roller; Power Tools, Under 40 feet
GROUP 3 - Sand Blasting; Spray; Steam Cleaning; Pressure
Washing; Epoxy & Two Component Materials; Lead Abatement;
Hazardous Waste; Toxic Materials; Bulk & Storage Tanks of
25,000 Gallon Capacity or More; Elevated Tanks
GROUP 4 - Stacks; Bridges
PAIN0603-002 06/01/2012
CARROLL, COSHOCTON, HOLMES, STARK, TUSCARAWAS & WAYNE
Rates Fringes
PAINTER
Bridges; Towers, Poles &
Stacks; Sandblasting
Steel; Structural Steel &
Page 33 of 41
Metalizing..................$
20.71
11.00
Brush & Roller..............$ 20.00 11.00
Spray; Tank Interior &
Exterior....................$
20.53
11.00
PAIN0639-001 05/01/2011
Rates Fringes
Sign Painter & Erector...........$ 20.61 3.50+a+b+c
FOOTNOTES: a. 7 Paid Holidays: New Year's Day; Memorial Day;
July 4th; Labor Day; Thanksgiving Day; Christmas Day & 1
Floating Day
b. Vacation Pay: After 1 year's service - 5 days' paid
vacation; After 2, but less than 10 years' service - 10
days' paid vacation; After 10, but less than 20 years'
service - 15 days' paid vacation; After 20 years' service 20 days' paid vacation
c. Funeral leave up to 3 days maximum paid leave for death of
mother, father, brother, sister, spouse, child,
mother-in-law, father-in-law, grandparent and inlaw
provided employee attends funeral
PAIN0788-002 06/01/2015
ASHLAND, CRAWFORD, ERIE, HANCOCK, HURON, MARION, MORROW, OTTAWA
(Alien, Bay, Bono, Catawba Island, Clay Center, Curtice,
Danbury, Eagle Beach, Elliston, Elmore, Erie, Fishback, Gem
Beach & Genoa), RICHLAND, SANDUSKY, SENECA & WYANDOT
Rates Fringes
PAINTER
Brush & Roller..............$ 23.47 11.55
Structural Steel............$ 25.07 11.55
WINTER REPAINT: Between December 1 to March 31 - 90%JR
$.50 PER HOUR SHALL BE ADDED TO THE RATE OF PAY FOR THE
CLASSIFICATION OF WORK:
While working swingstage, boatswain chair, needle beam and
horizontal cable. While operating sprayguns, sandblasting,
cobblasting and high pressure waterblasting (4000psi).
$1.00 PER HOUR SHALL BE ADDED TO THE RATE OF PAY FOR THE
CLASSIFICATION OF WORK:
For the application of catalized epoxy, including latex epoxy
that is deemed hazardous, lead abatement, or for work or
material where special precautions beyond normal work
duties must be taken. For working on stacks, tanks, and
towers over 40 feet in height.
PAIN0813-005 12/01/2008
Page 34 of 41
GALLIA, LAWRENCE, MEIGS & VINTON
Rates Fringes
PAINTER
Base
Rate...................$
24.83
10.00
Bridges, Locks, Dams &
Tension Towers..............$ 27.83 10.00
PAIN0841-001 06/01/2015
MEDINA, PORTAGE (South of and including Ohio Turnpike), and
SUMMIT (South of and including Ohio Turnpike) COUNTIES
Rates Fringes
Painters:
GROUP
1.....................$
24.88
12.97
GROUP
2.....................$
25.53
12.97
GROUP
3.....................$
25.63
12.97
GROUP
4.
GROUP
....................$
25.73
12.97
5.....................$
26.13
12.97
GROUP
6.....................$
39.20
11.75
GROUP
7.....................$
26.13
12.97
PAINTER CLASSIFICATIONS:
GROUP 1 - Brush, Roller & Paperhanger
GROUP 2 - Epoxy Application
GROUP 3 - Swing Scaffold, Bosum Chair, & Window Jack
GROUP 4 - Spray Gun Operator of Any & All Coatings
GROUP 5 - Sandblast, Painting of Standpipes, etc. from
Scaffolds, Bridge Work and/or Open Structural Steel,
Standpipes and/or Water Towers
GROUP 6 - Public & Commerce Transportation, Steel or
Galvanized, Bridges, Tunnels & Related Support Items
(concrete)
GROUP 7 - Synthetic Exterior, Drywall Finisher and/or Taper,
Drywall Finisher and Follow-up Man Using Automatic Tools
PAIN1020-002 07/01/2015
ALLEN, AUGLAIZE, CHAMPAIGN, DEFIANCE, HARDIN, LOGAN, MERCER,
PAULDING, PUTNAM, SHELBY, VAN WERT, and WILLIAMS COUNTIES
Rates Fringes
PAINTER
Brush & Roller..............$ 23.48 11.65
Drywall Finishing & Taping..$ 22.38 11.65
Lead Abatement..............$ 25.23 11.65
Page 35 of 41
Spray, Sandblasting
Pressure Cleaning, &
Refinery....................$
24.23
11.65
Swing Stage, Chair,
Spiders, & Cherry Pickers...$ 23.73 11.65
Wallcoverings...............$ 21.08 . 11.65
All surfaces 40 ft. or over where material is applied to or
labor performed on, above ground level (exterior), floor
level (interior) - $.50 premium
Applying Coal Tar Products - $1.00 premium
PLUM0042-002 01/01/2015
ASHLAND, CRAWFORD, ERIE, HURON, KNOX, LORAIN, MORROW, RICHLAND
& WYANDOT
Rates Fringes
Plumber, Pipefitter,
Steamfitter.....,................$
31.45
20.21
PLUM0050-002 06/29/2015
DEFIANCE, FULTON, HANCOCK, HENRY, LUCAS, OTTAWA, PAULDING,
PUTNAM, SANDUSKY, SENECA, WILLIAMS & WOOD
Rates Fringes
Steamfitter......................$
39.30
23.62
PLUM0055-003 05/01/2015
ASHTABULA, CUYAHOGA, GEAUGA, LAKE, MEDINA (N. of Rte. #18 &
Smith Road) & SUMMIT (N. of Rte. #303, including the corporate
limits of the city of Hudson)
Rates Fringes
PLUMBER..........................$
34.90
21.78
PLUM0083-001 07/01/2013
BELMONT & MONROE (North of Rte. #78)
Rates Fringes
Plumber and Steamfitter..........$ 25.42 27.83
PLUM0094-002 05/01/2015
CARROLL (Northen Half), STARK, and WAYNE COUNTIES
Rates Fringes
Page 36 of 41
PLUMBER/PIPEFITTER...............$ 33.83 16.84
PLUM0120-002 05/01/2015
ASHTABULA, CUYAHOGA, GEAUGA, LAKE, LORAIN (the C.E.I. Power
House in Avon Lake), MEDINA (N. of Rte. #18) & SUMMIT (N. of
#303)
Rates
PIPEFITTER.......................$ 36.19
Fringes
22.18
* PLUM0162-002 06/01/2015
CHAMPAIGN, CLARK, CLINTON, DARKE, FAYETTE, GREENE, MIAMI,
MONTGOMERY & PREBLE
Rates
Fringes
Steamfitter
$ 28.65
20.47
* PLUM0168-002 06/01/2015
MEIGS, MONROE (South of Rte. #78), MORGAN (South of Rte. #78;
& WASHINGTON
Rates
PLUMBER/PIPEFITTER...............$ 31.68
Fringes
25.62
PLUM0189-002 06/01/2013
DELAWARE, FAIRFIELD, FRANKLIN, HOCKING, LICKING, MADISON,
MARION, PERRY, PICKAWAY, ROSS & UNION
Rates
Fringes
Steamfitter
$ 34.08
20.06
* PLUM0219-002 06/01/2015
MEDINA (Rte. #18 from eastern edge of Medina Co., west to
eastern corporate limits of the city of Medina, & on the county
road from the west corporate limits of Medina running due west
to and through community of Risley to the western edge of
Medina County - All territory south of this line), PORTAGE, and
SUMMIT (S. of Rte. #303) COUNTIES
Rates
Plumber and Steamfitter..........$ 35.42
http ://wdol. gov/wdol/scaflles/davisbacon/OH2. dvb?v=5
Fringes
22.49
3/22/2016
Page 37 of 41
PLUM0392-002 06/01/2015
BROWN, BUTLER, CLERMONT, HAMILTON & WARREN
Rates Fringes
PLUMBER/PIPEFITTER...............$ 30.83 19.39
PLUM0396-001 06/01/2015
COLUMBIANA (Excluding Washington & Yellow Creek Townships &
Liverpool Twp. - Sees. 35 & 36 - West of County Road #427),
MAHONING and TRUMBULL COUNTIES
Rates
PLUMBER/PIPEFITTER...............$ 33.00
Fringes
20.73
PLUM0495-002 06/01/2014
CARROLL (Rose, Monroe, Union, Lee, Orange, Perry & Loudon
Townships), COLUMBIANA (Washington & Yellow Creek Townships &
Liverpool Township, Sees. 35 & 36, West of County Rd. #427),
COSHOCTON, GOERNSEY, HARRISON, HOLMES, JEFFERSON, MORGAN (South
to State Rte. #78 & from McConnelsville west on State Rte. #37
to the Perry County line), MUSKINGUM, NOBLE, and TUSCARAWAS
COUNTIES
Rates
Fringes
Steamfitter
$ 30.42
20.06
PLUM0577-002 06/01/2015
ADAMS, ATHENS, GALLIA, HIGHLAND, JACKSON, LAWRENCE, PIKE,
SCIOTO & VINTON
Rates
Fringes
Steamfitter
$ 28.05
21.95
* PLUM0776-002 07/01/2015
ALLEN, AUGLAIZE, HARDIN, LOGAN, MERCER, SHELBY and VAN WERT
COUNTIES
Rates
Fringes
Steamfitter
$ 34.79
20.24
TEAM0377-003 05/01/2012
STATEWIDE, EXCEPT CUYAHOGA, GEAUGA & LAKE
'http://wdol.gov/wdol/scafiles/davisbacon/OH2.dvb?v=5
3/22/2016
Page 38 of 41
Rates Fringes
TRUCK DRIVER
GROUP
1.....................$
23.38
13.18
GROUP
2.....................$
23.80
13.18
TRUCK DRIVER CLASSIFICATIONS
GROUP 1 - Asphalt Distributor; Batch; 4- Wheel Service;
4-Wheel Dump; Oil Distributor & Tandem
GROUP 2 - Tractor-Trailer Combination: Fuel; Pole Trailer;
Ready Mix; Semi-Tractor; & Asphalt Oil Spraybar Man When
Operated From Cab; 5 Axles & Over; Belly Dump; End Dump;
Articulated Dump; Heavy Duty Equipment; Low Boy; & Truck
Mechanic
TEAM0436-002 05/01/2015
CUYAHOGA, GEAUGA & LAKE
Rates Fringes
TRUCK DRIVER
GROUP
1.....................$
26.90
14.85
GROUP
2.....................$
27.40
14.85
GROUP 1: Straight & Dump, Straight Fuel
GROUP 2: Semi Fuel, Semi Tractor, Euclids, Darts, Tank,
Asphalt Spreaders, Low Boys, Carry-All, Tourna-Rockers,
Hi-Lifts, Extra Long Trailers, Semi-Pole Trailers, Double
Hook-Up Tractor Trailers including Team Track & Railroad
Siding, Semi-Tractor & Tri-Axle Trailer, Tandem Tractor &
Tandem Trailer, Tag Along Trailer, Expandable Trailer or
Towing Requiring Road Permits, Ready-Mix (Agitator or
Non-Agitator), Bulk Concrete Driver, Dry Batch Truck,
Articulated End Dump
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may.' be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
Page 39 of 41
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of "identifiers" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than "SU" or
"UAVG" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey fo.r that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union-rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
Page 40 of 41
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter .
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requester considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
Page 41 of 41
4.) All decisions by the Administrative Review Board are final
END OF GENERAL DECISION
CITY OF COLUMBUS, OHIO
CONSTRUCTION OF BUS RAPID TRANSIT FACILITIES, AND
DEPARTMENT OF PUBLIC SERVICE
ITS/SIGNAL COMPONENTS FOR 15 MILES ALONG THE CLEVELAND
5
T-7
AVENUE CORRIDOR.
DIVISION OF DESIGN AND CONSTRUCTION
THIS PROJECT ALSO INCLUDES CONSTRUCTION OF PARK AND
C85
Flint
RIDE FACILITIES AT NORTHERN LIGHTS (SITE PLAN #14601-00081)
CITY OF WESTERVILLE, OHIO
WESTERVILLE
AND AT MEIJER (SITE PLAN #14601-000103), TO BE COMPLETED BY
OTHERS. THIS PROJECT ALSO REFERENCES SHELTER
SHARON
71
71
CIP
DE
L
AWARE COU
N
TY
F
RAN
K
L
I
N COU
N
TY
T2
1
PROJECT DESCRIPTION
THIS IS A CAPITAL IMPROVEMENT PROJECT THAT INVOLVES
C
13
C-1
0
AFRICA RD.
XXXXXX - XXXXXX
END PROJECT
750
IMPROVEMENTS INCLUDED IN THE PLANS OF 3027-E - HIGH ST.
23
COTA SHELTERS, TO BE SUPPLIED BY OTHERS.
FRANKLIN COUNTY, OHIO
270
270
TOTAL EARTH DISTURBED AREA..................................... 0.15 ACRES
COTA - CLEVELAND AVENUE
710
TOTAL EARTH DISTURBED AREA IS MEASURED FROM THE
LARGEST DISTURBED AREA OF TWO SITES AT A SINGLE
161
INTERSECTION. THE AREA DOES NOT ACCOUNT FOR THE ENTIRE
BUS RAPID TRANSIT
PROJECT.
2012 SPECIFICATIONS
HIGH ST.
NATIONWIDE BLVD.
NAGHTEN AVE.
FROM MOUND ST.
FROM N. HIGH ST.
FROM N. THIRD ST.
SPECIFICATIONS (CMSC), 2012 EDITION INCLUDING ALL
TO NATIONWIDE BLVD.
TO N. THIRD ST.
TO CLEVELAND AVE.
REVISIONS AND SUPPLEMENTS THERETO, SHALL GOVERN
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS
ALL CONSTRUCTION ITEMS THAT ARE A PART OF THIS
PLAN UNLESS NOTED OTHERWISE
23
23
CLEVELAND AVE.
POLARIS PKWY.
AFRICA RD.
FROM NAGHTEN AVE.
FROM CLEVELAND AVE.
FROM POLARIS PKWY.
TO POLARIS PKWY.
TO AFRICA RD.
TO OHIO HEALTH MEDICAL CAMPUS
C1
7
2
C1
72
71
C75
C8
0
SH EET
C8
0
3
3
3
PART 1 OF 2
C75
C
1
7
1
T
7
9
Mifflinville
PART 1:
T-301
T90
C-16
SHEETS 1 TO486
STRUCTURAL, ARCHITECTURAL,
T-89
C
1
6
ROADWAY, ITS, ELECTRICAL,
T9
4
AND SIGNALS
C-90
PART 2:
COMMUNICATION DETAILS
SHEETS 1 TO 73
INDEX OF PART 1 SHEETS
TITLE SHEET ..........................................
STORMWATER CONTROL FACILITIES.........................
1
APPROVALS.............................................
2
REVISIONS.............................................
SCHEMATIC PLAN........................................
5
4
3
670
LEGEND ...............................................
71
23
23D
3
4-26
27
GENERAL NOTES ........................................ 28-36
GENERAL SUMMARY ...................................... 37-44
3
3
8
1
SUMMARY OF POST-CONSTRUCTION
C8
23
23
315
315C
T IT LE
Clinton
CLINTON
10
l
m ccutch
11
17
33
33D
MAINTENANCE OF TRAFFIC ............................... 45-87
40
40
3D
33
STORMWATER POLLUTION PREVENTION PLAN ................. 88-89
Ri
ver
PROJECT LAYOUT ....................................... 90-91
62 62P
62D
62
16
15
FIBER LAYOUT..........................................
14
17
PLAN, DEMOLITION, ITS, ELEC., AND SUBSUMMARIES ....... 93-276
CROSS SECTIONS .......................................277-327
LOCATION MAP
E. MOUND ST.
STORM SEWER PROFILES .................................
328
MISCELLANEOUS DETAILS ................................329-356
NOT USED..............................................357-362
SHELTER DETAILS ......................................363-404
SCALE IN MILES
02/16/2016
NOT USED..............................................405-407
1
2
3
4
SIGNAL TIMING ........................................408-440
N
DATE
AVE
0
REGISTERED ENGINEER
FOR FIBER, TRAFFIC, AND ELECTRIC
SIGNAL PLAN - NORTHERN LIGHTS ........................441-448
PAVEMENT MARKING AND SIGNING..........................449-454
PORTION TO BE IMPROVED.....................
SUMMARY OF POST-CONSTRUCTION STORMWATER CONTROL FACILITIES
RIGHT-OF-WAY PLANS ...................................455-486
CONTROL/OUTLET
ODOT STD. DRAWINGS
SUPPLEMENTAL SPECIFICATIONS
DESIGN DESIGNATIONS (NOT APPLICABLE)
MT-97.11
7/18/2014
SS-1100
SS-1542
SS-1551
SS-1630
2/1/2016
5/8/2014
3/1/2004
11/13/2009
STRUCTURE NO.
(AS REFERENCED ON
DRAINAGE AREA TO
CONTROL FUNCTIONS
NA
CONTROL FACILITY
FACILITY TYPES*
(ACRES)
PLANS)
NA
NA
NA
CITY OF COLUMBUS STANDARD DRAWINGS
PLAN PREPARED BY:
HDR ENGINEERING, INC.
2800 CORPORATE EXCHANGE DR.,
SUITE 100
COLUMBUS, OHIO 43231
614-839-5770
1441
2000
2005
2010
2020
2160
2161
2166
2179
2185
12/1/2014
6/1/2014
12/1/2014
8/1/2014
8/1/2014
6/1/2013
6/1/2013
6/1/2013
6/1/2013
12/1/2013
329 -330
330
330
330
330
331
331
331
331
342 -343
2201
2202
2203
2300
2301
2303
2319
2328
2332
4000
331-332
351-352
12/1/2014
4001
8/1/2015
332 -333
337
12/1/2014
4002
5/1/2014
352
333
12/1/2014
4020
5/1/2014
353
333
6/1/2014
4022
5/1/2014
353 -354
333 -334
6/1/2014
4023
5/1/2014
337
355
6/1/2013
4330
5/1/2014
355
6/1/2013
334 -337
4331
5/1/2014
336
6/1/2013
338
336 -337 L-7102C 11/5/2015
6/1/2013
351
338
5/1/2014
L-7401 11/5/2015
*BASED ON MINIMAL DISTURBED AREA NEEDED FOR TWO ADJACENT STOPS HARRY KALLIPOLITIES WITH OHIO EPA,
DIVISION OF SURFACE WATER CONFIRMED EPA WILL NOT REQUIRE BMP FACILITIES
CO TA
C LE V E LA N D
BRT
DATE: 3/24/2016
3/24/2016 9:57:51 AM
BEGIN PROJECT
c:\pwworki
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dgn
92
02/16/2016
REGISTERED ENGINEER
DATE
FOR ENTIRE PLAN EXCEPT FOR FIBER, TRAFFIC,
AND ELECTRIC
1
STAGE FINAL REVIEW, DATE
2/16/2016
3163-E
486
CIP
XXXXXX - XXXXXX
FRANKLIN COUNTY APPROVALS
CITY OF WESTERVILLE APPROVALS
CITY OF COLUMBUS SIGNATURES ON THIS PLAN SIGNIFY ONLY
CONCURRENCE WITH THE GENERAL PURPOSES AND GENERAL LOCATION OF
THE PROJECT. ALL TECHNICAL DETAILS REMAIN THE RESPONSIBILITY
OF THE ENGINEER PREPARING THE PLANS.
CITY OF WESTERVILLE SIGNATURES ON THIS PLAN SIGNIFY ONLY
OF THE ENGINEER PREPARING THE PLANS.
DESIGN SECTION ENGINEER, DIVISION OF DESIGN AND CONSTRUCTION
FRANKLIN COUNTY ENGINEER
FRANKLIN COUNTY CHIEF DEPUTY ENGINEER
DIRECTOR OF PUBLIC SERVICE, CITY OF WESTERVILLE, OHIO
DATE
ADMINISTRATOR, DIVISION OF WATER
DATE
CITY MANAGER, CITY OF WESTERVILLE, OHIO
DATE
DATE
MEMBERS OF COUNCIL
DIRECTOR, DEPARTMENT OF PUBLIC UTILITIES
DATE
CRAIG P. TRENEFF - COUNCIL CHAIR
LARRY JENKINS - VICE CHAIR
DIANE C. FOSSELMAN - MAYOR
JENIFER FRENCH - VICE MAYOR
KATHY J. COCUZZI - MEMBER
MICHAEL HEYECK - MEMBER
L. PETE OTTESON - MEMEBER
FIRE PREVENTION BUREAU, DIVISION OF FIRE
DATE
DATE
DATE
DIRECTOR, DEPARTMENT OF RECREATION AND PARKS
DATE
CITY ENGINEER/ADMINISTRATOR, DIVISION OF DESIGN AND CONSTRUCTION
DATE
DATE
AVE
DIRECTOR, DEPARTMENT OF PUBLIC SERVICE
DATE
CO TA
C LE V E LA N D
BRT
DATE: 3/24/2016
sbeal
DATE
DATE
ENGINEERING SUPERVISOR, DEPARTMENT OF TECHNOLOGY
2/15/2016 10:31:41 AM
CITY ENGINEER, CITY OF WESTERVILLE, OHIO
ADMINISTRATOR, DIVISION OF POWER
ADMINISTRATOR, DIVISION OF SEWERAGE AND DRAINAGE
c:\pwworki
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dgn
DATE
FRANKLIN COUNTY SIGNATURES ON THIS PLAN SIGNIFY ONLY
OF THE ENGINEER PREPARING THE PLANS. APPROVAL ON THE PAGE OF
THE FRANKLIN COUNTY ENGINEERS OFFICE IS GIVEN FOR WORK WITHIN
THE FRANKLIN COUNTY RIGHT OF WAY ONLY.
A PPR O V A LS
CITY OF COLUMBUS APPROVALS
2
3163-E
486
l
m ccutch
R E V IS IO N S
INITIAL
DATE
REV
NO
REVISION DESCRIPTION
SHEET(S)
INITIAL
3163-E
CHECKED
CALCULATED
DATE
486
3
DATE: 3/24/2016
PM
SHEET(S)
AVE
3/24/2016 12:20:14
REVISION DESCRIPTION
CO TA
C LE V E LA N D
BRT
c:\pwworki
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dgn
REV
NO
200
N
TOWN ST.
SITE #6
S. HIGH ST. & STATE ST. - SB
PROP. BRT MARKER
SITE #4
P
UM
P
B
UM
P
FP
PB
UM
UM
PB
PB
UM
UM
5
10
15
UM
20
25
0
0
UM
UM
HIGH ST.
UM
UM
UM
UM
UM
UM
UM
PB
FP
UM
B
B
B
B
B
FP
\ HIGH ST.
B
B
STATE ST.
RICH ST.
MAIN ST.
SITE #3
S. HIGH ST. & RICH ST. - NB
PROP. BRT MARKER
UM
B
B
5
1
SITE #1
NOT USED
WM COLU
MBUS
INST
HOTE
2007
L, LLC
0430
0074
686
MOUND ST.
MOUND ST.
BEGIN PROJECT
SITE #5
NOT USED
ST.
B
TWO
FIFTY
HIGH,
INST
LLC
201
31
21
9020
7707
B
0
FP
UM
CALCULATED
P
B
UM
UM
50
P
P
P
CHECKED
P
P
MATCH LINE STA. 25+00, SEE BELOW
PROP. BRT MARKER
P
P
P
PB
1
00
S. HIGH ST. & TOWN ST. - SB
PB
FP
HORIZONTAL
SCALE IN FEET
ISMAI
L JAL
LAQ
OR 855I
1
3
SITE #2
S. HIGH ST. & MAIN ST. - SB
PROP. BRT MARKER
PB
TR
PB
TR
E
PB
E
PB
30
35
40
45
50
PB
PB
PB
B
B
B
FP
FP
B
B
B
FP
SITE #9
CHESTNUT ST.
SPRING ST.
BASIS OF BEARINGS
SEE SHEETS 21 - 23
LONG ST.
PROP. BRT MARKER
PROP. BRT MARKER
GAY ST.
SITE #7
S. HIGH ST. & BROAD ST. - NB
\ HIGH ST.
N. HIGH ST. & LONG ST. - NB
BASIS OF STATIONING
SEE SHEETS 21 - 23
TO
NOTES:
-SEE SHEETS 21 - 23
4
FOR CURVE DATA INFORMATION
- FOR BENCHMARKS SEE SHEETS 24 - 25
- FOR SURVEY CONTROL SEE SHEET 26
3163-E
486
DATE: 3/24/2016
PB
PB
AVE
PROP. BRT MARKER
CO TA
C LE V E LA N D
BRT
N. HIGH ST. & LONG ST. - SB
25
BRTGB006.
dgn
SITE #10
MATCH LINE STA. 51
+00, SEE SHEET 5
2/15/2016 10:31:59 AM
PROP. BRT MARKER
BROAD
& HIGH
INST
DEVE
2005
LOPM
1
2230
ENT,LL
2701
C
87
MATCH LINE STA. 25+00, SEE ABOVE
SITE #8
N. HIGH ST. & BROAD ST. - SB
BROAD ST.
c:\pwworki
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S T A . 0+00
sbeal
N
S C H E M A T IC
POT Sta. 18+97.94
51+00
PLA N
- H IG H
\ MOUND ST.
NIELSTON ST.
1
00
50
CB
120
125
130
S
E
RTI
TRAL PROPE
N
S CE
MBU
U
COL
OR 30821I12
PARCEL 2
APEX CO
DB 3801 PG 167
\ HIGH ST.
SITE #14
NAGHTEN ST. & 5TH ST. - NB
PROP. E-1 BRT MARKER
C
L
CT L
TRI
S
R DI
E
I
L
ATE
0
2
9
8
1
003
1
2
1
8
9
9
T1
S
N
I
E ABOVE
E
+00,S
1
3
TA.1
ES
N
I
HL
MATC
205
210
215
1
50
AV
E
MT
VE
RN
O
N
LOT 32
SITE #16
CLEVELAND AVE. &
MT. VERNON AVE. (CSCC) - NB
PROP. TYPE B-3 SHELTER
U/C
LOT 31
U/C
5
6-7
E 26
NANC
RDI
C O
LOT 30
LO T 3
-SEE SHEETS 21 - 23
JACK GIBBS BLVD.
TVM
CO
LOT 2
NOTES:
CB
\ CLEVELAND AVE.
TED
CA
VA
LOT 29
LOT 1
LOT 1
LOT 3
PROP.
R/W
OHIO
STATE OF
75250
22301
01
INST 201
2WDV
1
O HIO
STATE OF
75250
22301
01
INST 201
2WDV
1
TRASH
CHECKED
5
3163-E
486
DATE: 3/24/2016
TRASH
CLEVELAND AVE.
LOT 2
c:\pwworki
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TVM
AVE
U/C
OLUMBUS
CITY OF C
2457
1
060701
INST 2006
CB
200
CO TA
C LE V E LA N D
BRT
IN
TE
RS
TA
TE
MCCOY ST.
36
LOT 1
36
LO T 1
37
LOT 1
37
LOT 1
35
LO T 1
VACATED CO C ORDINANCE 0074-02
GROVE ST.
34
LOT 1
PROP.
R/W
SITE #15
CLEVELAND AVE. &
MT. VERNON AVE. (CSCC) - SB
8+00, SEE SHEET 6
MATCH LINE STA. 21
67
0
55
1
33
LOT 1
AM
\ MT VERNON AVE.
LO T 28
LOT 27
2/15/2016 10:32:13
GRANT AVE.
35
1
NAGHTEN AVE
sbeal
.
AVE
NT
GRA
S T A . 51+00
MT VERNON AVE
N
\ NAGHTEN AVE.
218+00
T4
E
E
E SH
,SE
+00
1
5
.
A
T
NE S
I
L
TO
CH
MAT
PLA N
CENTER POINT
N=717297.2806
E=1827877.1286
ST.
6TH
\ NAGHTEN AVE.
ST.
5TH
SITE #12
N. HIGH ST. & NATIONWIDE BLVD. - NB
PROP. BRT MARKER
.
N ST
STO
NIEL
ST.
4TH
ST.
HIGH
SITE #11
N. HIGH ST. & NATIONWIDE BLVD. - SB
PROP. BRT MARKER
S C H E M A T IC
85
1
N
AGH
TE
N AVE
.
A V E.
55
0
8
1
1
7
5
1
1
5
VD
L
DE B
WI
ONA
I
NAT
1
05
CALCULATED
L1
CE
PAR
MATCH LINE STA. 1
31
+00, SEE BELOW
6TH ST.
70
1
S
E
RTI
TRAL PROPE
N
S CE
MBU
U
COL
2
1
I
1
2
08
OR 3
S
E
RTI
TRAL PROPE
N
S CE
MBU
U
COL
OR 30821I12
PARCEL 1
S
MBU
U
TY OF COL
CI
T
110
C LE V E LA N D
MT VE
R
N
ON AVE
.
0
165
VD.
DE BL
WI
ON
ATI
N
CB
HORIZONTAL
SCALE IN FEET
200
6TH ST.
5TH ST.
4TH ST.
3RD ST.
\ MT VERNON AVE.
160
SITE #13
NATIONWIDE BLVD. AT 3RD ST. - SB
PROP. BRT MARKER
N
240
TRASH
0
67
N
TRASH
7
SH
EE
T
SE
E
AVE
26
9+
50
,
ST
A.
LI
NE
CO TA
C LE V E LA N D
BRT
MBUS
5
OF COLU
0502
CITY
301
2072
201
INST-
4TH AVE.
3RD AVE.
2ND AVE.
SITE #21
CLEVELAND AVE. & 5TH AVE. - NB
8
5
.
2
+4
4
02
.2
ta
PI S
2025
DS AVE.
REYNO L
SITE #20
CLEVELAND AVE. & 2ND AVE. - NB
PROP. TYPE A-1 SHELTER
PROP. R/W
AT
CH
TRASH
PROP. R/W
AVE
E FIFTH
5
4
2
TRASH
AVE.
GIBBARD
0
5
2
TRASH
M
5
5
2
.
D AVE
AN
L
VE
E
CL
00
0+00.
02
.2
ta
PI S
2020
5
6
2
0
6
2
S
COLUMBU
CITY OF
ON TO THE
OD ADDITI
ENGLEWO
333
PB 4 PG
E
SEE ABOV
243+50,
NE STA.
MATCH LI
sbeal
PROP. R/W
\ CLEVELAND AVE.
E.
STARR AV
2/15/2016 10:32:23 AM
TION
VIEW ADDI
TERRACE
250
PB 4 PG
TION
VIEW ADDI
TERRACE
250
PB 4 PG
c:\pwworki
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dgn
VE.
5TH A
SITE #22
CLEVELAND AVE. & 5TH AVE. - SB
SITE #19
CLEVELAND AVE. & 2ND AVE. - SB
269+50
PROP. R/W
TO
SITE #18
CLEVELAND AVE. & FORT HAYES - NB
PLA N
TE
TA
RS
TE
IN
\ CLEVELAND AVE.
NOTES:
-SEE SHEETS 21 - 23
6
3163-E
486
DATE: 3/24/2016
235
S T A . 218+00
230
225
S C H E M A T IC
CLEVELAND AVE.
C LE V E LA N D
TRASH
220
A V E.
8+00, SEE SHEET 5
MATCH LINE STA. 21
PROP. R/W
CHECKED
CALCULATED
0
50
1
00
HORIZONTAL
SCALE IN FEET
200
N
SITE #17
CLEVELAND AVE. & FORT HAYES - SB
295
1
7
E.
V
A
A
N
E.
V
A
25
20
CHECKED
321+50
PLA N
EN
D
O
LE
E.
V
A
M
A
C
R
KE
A
.
E
V
A
EM
K
R
I
P
N
TO
O
SH
O
Y
.
a
t
S
8
5
2.
4
+
24
20
S C H E M A T IC
W
E
N
E
T
A
T
S
R
E
T
IN
0
2
3
E.
V
A
E.
AV
E.
AV
TH
13
D
N
A
LL
LE
C
C
R
M
E.
V
A
O
DS
IN
E
V
A
E.
V
A
EL
B
A
S
I
.
E
L AV
E
SAB
I
W
E
AV h
t
11
H
T
11
th
11
E
E
.
ST
E.
V
A
CHITTENDEN AVE.
AVE
E.
V
A
\ CLEVELAND AVE.
E.
V
A
LD
A
R
E
G
R
I
LA
C
CO TA
C LE V E LA N D
BRT
315
C
L
E
VE
L
AN
D AVE
.
H
T
12
AVE
HAM
BON
sbeal
2/15/2016 10:32:33 AM
E.
V
A
SITE #23
PROP. BRT MARKER
BONHAM
.
AVE
HAM
BO N
c:\pwworki
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dgn
.
E
V
A
1
16
310
8
EET
E SH
, SE
+50
1
. 32
STA
LINE
CH
MAT
H
T
14
T
.
E
V
A
0
16
2
16
305
BENCH
H
T
13
T
T
TRASH
E.
V
A
O
L
O
L
SITE #24
300
TRASH
H
T
12
E.
V
A
EN
D
EN
T
T
HI
C
H
T
11
O
L
-SEE SHEETS 21 - 23
PROP.
R/W
AVE
HT
IG
R
W
25
14
NOTES:
S T A . 269+50
E.
V
A
7
3163-E
486
DATE: 3/24/2016
290
CLEVELAND AVE.
C LE V E LA N D
\ CLEVELAND AVE.
285
280
275
A V E.
.
E
V
A
X
E
S
S
E
M
A
H
N
.
E
V
A
CALCULATED
O
B
270
LOCKWIN AVE.
SHOEMAKER AVE.
MATCH LINE STA. 269+50, SEE SHEET 6
0
50
1
00
Y
R
G
N
KI
HORIZONTAL
SCALE IN FEET
200
N
.
T
S
N
50
1
00
HORIZONTAL
SCALE IN FEET
200
.
ST
O
RI
TA
N
O
0
\ CLEVELAND AVE.
SITE # 26
PROP.
R/W
ND
22
E.
AV
E.
AV
E.
AV
ST
21
TH
20
E.
AV
E.
AV
E.
AV
TH
19
TH
18
KS
OO
BR
E.
AV
E.
AV
E.
AV
E.
AV
TH
17
TH
16
TH
15
LD
RA
GE
370
365
360
CLEVELAND AVE.
TRASH
\ CLEVELAND AVE.
SITE # 28
PROP.
R/W
E
AK
BL
E.
AV
E.
AV
D
AR
YN
MA
RY
ER
XB
DU
E.
AV
E.
AV
E
AV
TH
26
TH
25
E.
AV
E.
AV
TH
24
RD
23
-SEE SHEETS 21 - 23
E.
AV
NOTES:
E
ON
ST
D
A
GL
CHECKED
AVE
R/W
355
CO TA
C LE V E LA N D
BRT
PROP.
TRASH
sbeal
AM
2/15/2016 10:32:43
ND
22
c:\pwworki
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350
S T A . 321+50
N
E.
AV
E.
AV
E.
AV
E
AV
E.
AV
L
EL
RD
CO
E
AK
BL
D
AR
YN
MA
RY
ER
XB
DU
TH
26
E.
AV
E.
AV
E.
AV
TH
25
TH
24
RD
23
SITE # 27
E.
AV
8
3163-E
486
DATE: 3/24/2016
A V E.
TRASH
C LE V E LA N D
345
340
373+50
335
CLEVELAND AVE.
PLA N
330
TO
UM
TRASH
S C H E M A T IC
325
CALCULATED
E.
AV
E.
AV
ND
22
ST
21
E.
AV
E.
AV
E.
AV
SITE # 25
TH
20
TH
19
TH
18
E.
AV
R/W
E.
AV
E.
AV
MATCH LINE STA. 321
+50, SEE SHEET 7
TH
17
TH
16
TH
15
PROP.
1
00
.
ST
HORIZONTAL
SCALE IN FEET
200
N
50
0
3
8
5
3
9
0
395
TRASH
\ CLEVELAND AVE.
SITE #30
CLEVELAND AVE. & HUDSON ST. - NB
420
00
+00.
03
5
.1
a
t
POT S
415
410
425
CLEVELAND AVE.
TRASH
PROP.
R/W
SITE # 32
CLEVELAND AVE. & GENESSEE AVE. - NB
L
I
N
DE
N AVE
.
RD
.
(
SR
3)
SITE #34
CLEVELAND AVE. & WEBER RD. - NB
8
2
.
3
+5
06
5
.1
a
t
POT S
MILFORD AVE.
PROP.
R/W
505
1
-SEE SHEETS 21 - 23
DENUNE AVE.
ABERDEEN AVE.
LINDEN PL.
NOTES:
CO
LU
MB
US
-W
O
O
ST
ER
TRASH
TO
AVE
TRASH
405
400
0
\ CLEVELAND AVE.
MELROSE AVE.
AM
SITE #33
CLEVELAND AVE. & WEBER RD. - SB
WEBER RD.
2/15/2016 10:32:54
PROP.
R/W
TRASH
GENESSEE AVE.
c:\pwworki
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00
00+00.
5
.1
a
t
POT S
MILFORD AVE.
sbeal
N
MELROSE AVE.
500
1
WEBER RD.
MANCHESTER AVE.
ABERDEEN AVE.
MINNESOTA AVE.
PROP.
R/W
S T A . 373+50
.
RD
GENESSEE AVE.
ARLINGTON AVE.
SITE # 31
CLEVELAND AVE. & GENESSEE AVE. - SB
426+00
PLA N
E.
AV
.
PL
L
I
N
DE
N AVE
.
S C H E M A T IC
LE
RT
MY
.
ST
HR
KO
RE
E.
AV
O
NM
KE
L
EL
RD
CO
ON
DS
HU
MULBY PL.
W
LO
BE
PROP.
R/W
CO TA
C LE V E LA N D
BRT
CL
E
VE
L
AN
D AVE
.
A V E.
TRASH
C LE V E LA N D
EE
,S
50
9+
39
A.
ST
375
3
8
0
CHECKED
CALCULATED
E
LIN
E.
AV
H
TC
MA
D
E.
AV
OO
SITE #29
CLEVELAND AVE. & HUDSON ST. - SB
PROP.
R/W
RW
IA
BR
E.
AV
E.
AV
.
ST
IC
BL
PU
RE
A
TT
RE
LO
ON
DS
HU
.
RD
.
PL
RE
HR
KO
O
NM
KE
MATCH LINE STA. 373+50,
SEE SHEET 8
.
ST
LE
RT
MY
EN
EM
BR
9
3163-E
486
DATE: 3/24/2016
EN
EM
BR
200
50
HORIZONTAL
SCALE IN FEET
1
00
0
A V E.
CHECKED
CALCULATED
DU
NED
IN
RD
.
C LE V E LA N D
478+00
PROP.
R/W
SITE #38
CLEVELAND AVE. & HUY RD. - SB
.
VE
AND A
L
VE
E
CL
TRASH
4
7
5
0
8
.
7
+4
04
3
1
ta.
PI S
REF
LLC
D
CO
ND
FOU
E DEE
DAN
RI
GAG
D NOT M ORT
DEE
Y
ONL
SITE #37
CLEVELAND AVE. & HUY RD. - NB
PROP.
\ CLEVELAND AVE.
R/W
AVE
4
7
0
5
5
4
.
S RD
INNI
R.
AR D
DUNB
CO TA
C LE V E LA N D
BRT
TRASH
4
6
5
0
6
4
MATCH LI
NE STA.
478+00,
SEE SHEE
T 1
1
NOTES:
-SEE SHEETS 21 - 23
10
01
.
9
6
26 +
109
ta.
S
POT
3163-E
486
DATE: 3/24/2016
PIED
MO NT
RD.
AUDREY RD.
N
TO
R/W
S T A . 426+00
NORTH BOADWAY
PROP.
PLA N
CLEVELAWN PL.
S C H E M A T IC
CLEVELAWN CT.
SITE #35
CLEVELAND AVE. & OAKLAND PARK AVE. - NB
OAKLAND PARK AVE.
305
1
TRASH
\ CLEVELAND AVE.
EDDYSTONE AVE.
.
DUNEDIN RD
450
PI Sta. 1304+47.80
CLEVELAND AVE.
RD.
HUY
sbeal
TRASH
445
440
435
430
AGLER RD.
AM
PROP.
R/W
ROBERT ST.
2/15/2016 10:33:04
SITE #36
CLEVELAND AVE. & OAKLAND PARK AVE. - SB
LAKEVIEW AVE.
BO VE
EE A
0, S
52+0
A. 4
E ST
H LIN
MATC
c:\pwworki
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dgn
N
FRANKLIN COUNTY
CITY OF COLUMBUS
OAKLAND PARK AVE.
300
1
KENWORTH RD.
NORTH BOADWAY
EDDYSTONE AVE.
WELDON AVE.
LAKEVIEW AVE.
00
0.
00+0
3
1
ta.
S
POT
POT Sta. 1300+00.00
50
0
P
I
"CS
2
5
00
G
0"
1
TRASH
0
8
4
TRASH
SITE #42
CLEVELAND AVE. & COOKE RD. - NB
5
2
0
\ CLEVELAND AVE.
.
RD
sbeal
AM
IS
RR
FE
CHECKED
CO TA
C LE V E LA N D
BRT
12
5
52
E.
AV
-SEE SHEETS 21 - 23
530+00
AVE
T
EE
SH
MATC
H LIN
E ST
A. 5
04+0
0, S
EE A
BO VE
0
53
E
SE
2/15/2016 10:33:14
,
00
0+
53
.
RD
.
RD
OR
DN
RA
5
1
5
CL
E
VE
L
AND
AVE
.
A.
ST
5
1
0
.
RD
IS
RR
FE
LE
SA
71
8.
21
87
6.
N:
87
SI
92
):
BA
#1
NW
NT TCH P (
I
PO CA
CP
C.
10"
T.
.
NV
I
c:\pwworki
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S T A . 478+00
N
NE
LI
RD
WA
.
RD
E.
AV
SE
CA
ND
E.
AV
MO
OR
R
H
TC
MA
O
DN
RA
5
05
NOTES:
TO
.
RD
PLA N
GG
PE
E.
AV
E.
AV
E.
AV
RE
PROP.
R/W
11
3163-E
486
DATE: 3/24/2016
E
OS
LR
ME
NT
MO
EL
SITE #40
CLEVELAND AVE. & NORTHERN LIGHTS - NB
MO
LA
PROP. R/W
S C H E M A T IC
\ CLEVELAND AVE.
US
MB
LU
TY
CO
UN
OF
CO
TY LIN
CI
K
AN
FR
.
VE
AND A
L
VE
E
CL
A V E.
TRASH
5
8
4
C LE V E LA N D
4
9
5
P
H
0"CS
1
CALCULATED
MATC
H LI
NE S
TA.
504+
00,
SEE
BELO
W
SITE #41
CLEVELAND AVE. & MELROSE AVE. - SB
TRASH
P
I
"CS
2
HORIZONTAL
SCALE IN FEET
1
00
.
RD
PROP.
R/W
0
9
4
P
I
"CS
2
200
N
KE
E.
AV
E.
AV
NT
E.
AV
0
1
HEET
SEE S
+00,
. 478
E STA
H LIN
MATC
PROP.
R/W
O
CO
E
OS
LR
ME
RE
MO
LA
MO
EL
SITE #39
CLEVELAND AVE. & NORTHERN LIGHTS - SB
50
CHECKED
PLA N
TRASH
\ CLEVELAND AVE.
TRASH
565
560
570
CITY OF COLUMBUS
575
580
CLEVELAND AVE.
TRASH
FRANKLIN COUNTY
MORSE RD.
CHESTER RD.
ABINGTON RD.
CLEVELAND AVE. & MORSE RD. - NB
CLYBOURNE RD.
SITE #46
ADDA AVE.
TO
S T A . 530+00
3
sbeal
2/15/2016 10:33:25 AM
CLEVELAND AVE. & MORSE RD. - SB
1
605
c:\pwworki
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CLYBOURNE RD.
BROOKLYN RD.
SITE #45
AVE
N
1
600
MORSE RD.
PROP. R/W
S C H E M A T IC
CO TA
C LE V E LA N D
BRT
CLEVELAND AVE. & LEHNER RD. - NB
582+00
SITE #43
NOTES:
-SEE SHEETS 21 - 23
12
3163-E
486
DATE: 3/24/2016
555
CLEVELAND AVE.
A V E.
550
545
540
535
530
C LE V E LA N D
\ CLEVELAND AVE.
TRASH
CALCULATED
0
DR
.
BE
LC
HE
R
1
CLEVELAND AVE. & LEHNER RD. - SB
HORIZONTAL
SCALE IN FEET
1
00
200
N
LEHNER RD.
SITE #44
PROP. R/W
D
M
I
NE
RV
A
LA
KE
RD
.
CHECKED
634+00
TO
S C H E M A T IC
S T A . 582+00
AM
.
RD
NOTES:
-SEE SHEETS 21 - 23
13
3163-E
486
DATE: 3/24/2016
O
Y
LE
OD
O
W
E
L
P
A
M
.
R
D
AVE
SITE #48
CLEVELAND AVE. & WALLCREST BLVD. - NB
WILDWOOD RD.
sbeal
FRANKLIN COUNTY
TRASH
2/15/2016 10:33:37
6"G
WO
c:\pwworki
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630
4
N
TEAKWOOD DR.
GREEN APPLE AVE.
MINERVA PARK PL.
625
CLEVELAND AVE.
CITY OF COLUMBUS
CALCULATED
PLA N
WA
LC
RE
ST
BL
VD
.
B
R
E
T
T
O
N
WO
OD
S
DR
.
KILBOURNE AVE.
NORTHWOLD RD.
CLARIDON RD.
620
615
610
\ CLEVELAND AVE.
0
50
TRASH
FRANKLIN COUNTY
A V E.
CITY OF COLUMBUS
\ CLEVELAND AVE.
C LE V E LA N D
605
600
595
590
CLEVELAND AVE.
CO TA
C LE V E LA N D
BRT
585
2
PROP. R/W
TRASH
HORIZONTAL
SCALE IN FEET
1
00
200
N
MINERVA AVE.
STRIMPLE AVE.
KILBOURNE AVE.
EDMONTON RD.
VINING DR.
TAYMOUTH RD.
SITE #47
CLEVELAND AVE. & WALLCREST BLVD. - SB
50
0
\ CLEVELAND AVE.
TRASH
PROP.
R/W
SITE #50
CLEVELAND AVE. & BLENDON WOODS BLVD. - NB
PROP. BRT MARKER
CHECKED
S T A . 634+00
TO
S C H E M A T IC
14
AVE
BENCH
5
AM
2/15/2016 10:33:48
c:\pwworki
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dgn
685
CLEVELAND AVE.
YOUNGS DR.
680
675
670
BLENDON WOODS BLVD.
sbeal
N
TRASH
665
YOUNGS GROVE DR.
-SEE SHEETS 21 - 23
LAURELWOOD DR.
EMPORIUM SQ.
PROP.
R/W
660
NOTES:
SITE #49
CLEVELAND AVE. & BLENDON WOODS BLVD. - SB
PROP. BRT MARKER
686+00
PLA N
DUB
LIN
GRA
NVI
LLE
(
SR
RD.
1
61
)
689 ACRES
0.
N
BETTY L CHAFFI
16641 PG: E18
R.
O.
NORTHLAND PLAZA DR.
S. SER
VICE R
D.
\ CLEVELAND AVE.
3163-E
486
DATE: 3/24/2016
FRANKLIN COUNTY
C LE V E LA N D
660
655
650
2"
645
CLEVELAND AVE.
CO TA
C LE V E LA N D
BRT
640
A V E.
2"
W
CITY OF COLUMBUS
CALCULATED
M
E
635
HORIZONTAL
SCALE IN FEET
1
00
DUB
LIN
GRA
NVI
LLE
(
SR
RD.
1
61
)
PROP.
R/W
JORDAN RD.
3
200
N
DEMOLITION PLAN
CLEVELAND AVE. NORTH OF MEIJER
50
1
00
CHECKED
A V E.
C LE V E LA N D
740+00
725
730
CLEVELAND AVE.
I-270
735
740
AVE
720
CO TA
C LE V E LA N D
BRT
715
6
c:\pwworki
ng\pi
tt\d1174091\BRTGB017.
dgn
2/15/2016 10:33:59 AM
MATCH LINE STA. 71
2+00, SEE ABOVE
sbeal
N
\ CLEVELAND AVE.
NOTES:
-SEE SHEETS 21 - 23
15
3163-E
486
DATE: 3/24/2016
EXCH
ANGE
DR.
CO
RP
OR
AT
E
SITE #52
CLEVELAND AVE. & COMMUNITY PARK DR. - NB
PROP. BRT MARKER
TO
TRASH
\ CLEVELAND AVE.
S T A . 686+00
710
CLEVELAND AVE.
CALCULATED
0
BENCH
705
700
PLA N
695
S C H E M A T IC
4
TRASH
690
2+00, SEE BELOW
MATCH LINE STA. 71
HOME ACRE DR.
BELLA VIA AVE.
PROP. R/W
HORIZONTAL
SCALE IN FEET
200
N
COMMUNITY PARK DR.
SITE #51
CLEVELAND AVE. & COMMUNITY PARK DR. - SB
PROP. BRT MARKER
OW
L
E BE
E
+00,S
3
5
TA.9
ES
N
I
MATCH L
TRASH
200
BENCH
TRASH
BENCH
COOPER RD. & SCHROCK RD. - NB
1
00
PROP. BRT MARKER
PROP. R/W
50
\ COOPER RD.
\ SCHROCK RD.
0
9
1
0
920
CALCULATED
950
9
1
5
SCHROCK RD.
925
C
I
TY OF WE
S
TE
R
VI
L
L
E
O
LLE
VI
TER
S
E
W
BUS
OF
LUM
TY
CI
CO
F
O
TY
CI
A V E.
CO
745
900
CHECKED
05
9
HORIZONTAL
SCALE IN FEET
PROP. R/W
SITE #54
RD.
CLEVELAND AVE.
PROP. BRT MARKER
CO O PER
SITE #53
COOPER RD. & SCHROCK RD. - SB
N
R
PE
C
I
TY OF C
OL
U
MBU
S
759+00
S T A . 740+00
N
TO
S C H E M A T IC
740
PLA N
CLEVELAND AVE.
C LE V E LA N D
.
RD
\ CLEVELAND AVE.
\ ST. ANN'S DRIVEWAY
SITE #55
ST. ANN'S HOSPITAL - NB
PROP. BRT MARKER
1
005
SITE #56
755
ST. ANN'S HOSPITAL - SB
980
985
COPELAND MILL RD.
955
\ CLEVELAND AVE.
CO TA
C LE V E LA N D
BRT
POT Sta. 1008+74.95
COOPER RD.
9
7
5
1
025
\ COPELAND MILL RD.
970
\ COOPER RD.
NOTES:
-SEE SHEETS 21 - 23
16
E ABOVE
E
+00,S
3
5
TA.9
ES
N
I
MATCH L
3163-E
486
DATE: 3/24/2016
AVE
TRASH
PROP. BRT MARKER
750
c:\pwworki
ng\pi
tt\d1174091\BRTGB018.
dgn
2/15/2016 10:34:09 AM
sbeal
CLEVELAND AVE.
1000
200
50
HORIZONTAL
SCALE IN FEET
0
CHECKED
CALCULATED
TO
18
S T A . 759+00
BENCH
805
800
795
CLEVELAND AVE.
BENCH
TRASH
\ CLEVELAND AVE.
COOPER RD.
PROP.
R/W
ST.
SITE #58
CLEVELAND AVE. & MAIN ST. - NB
PROP. BRT MARKER
AVE
790
CO TA
C LE V E LA N D
BRT
sbeal
2/15/2016 10:34:20 AM
22
23
21
AST
ANNEHURST E
PB 53 PG 30
TRASH
785
MAIN
c:\pwworki
ng\pi
tt\d1174091\BRTGB019.
dgn
GROTON DR.
20
MAIN ST.
PROP.
R/W
8
19
SITE #57
CLEVELAND AVE. & MAIN ST. - SB
PROP. BRT MARKER
NOTES:
-SEE SHEETS 21 - 23
17
3163-E
486
DATE: 3/24/2016
N
17
S C H E M A T IC
809+00
PLA N
\ CLEVELAND AVE.
A V E.
780
775
CLEVELAND AVE.
C LE V E LA N D
770
765
1
00
OLD COACH RD.
6
N
760
840
845
CLEVELAND AVE.
850
\ CLEVELAND AVE.
855
860
3163-E
TO
863+00
\ CLEVELAND AVE.
S T A . 809+00
830
AVE
C LE V E LA N D
PLA N
825
835
A V E.
CHECKED
CALCULATED
MATCH LINE STA. 835+00, SEE BELO W
CLEVELAND AVE.
S C H E M A T IC
820
CO TA
C LE V E LA N D
BRT
815
9
7
.
RD
NOTES:
-SEE SHEETS 21 - 23
486
18
DATE: 3/24/2016
835
COUNTY LINE RD.
N
NG
SI
OS
CR
sbeal
810
WESTAR BLVD.
AR
ST
WE
2/15/2016 10:34:32 AM
HANAWALT RD.
c:\pwworki
ng\pi
tt\d1174091\BRTGB020.
dgn
0
50
HORIZONTAL
SCALE IN FEET
1
00
200
N
LT
WA
A
N
HA
200
50
0
BENCH
AM
TO
BENCH
0
07
1
BENCH
1060
WY.
K
SP
ARI
L
O
P
5
06
1
SITE #62
POLARIS PKWY. - EB
PROP. BRT MARKER
19
3163-E
486
DATE: 3/24/2016
AVE
TRASH
TRASH
MATCH LINE STA. 1
059+50, SEE ABOVE
\ POLARIS PKWY.
CO TA
C LE V E LA N D
BRT
2/15/2016 10:34:42
080
1
AFRICA RD.
c:\pwworki
ng\pi
tt\d1174091\BRTGB021.
dgn
5
07
1
\ AFRICA RD.
1
1
00
sbeal
AFRICA RD.
SITE #63
POLARIS PKWY. - WB
PROP. BRT MARKER
S T A . 863+00
N
MATC
HL
I
N
ES
TA.1
1
03
+00,S
E
ES
H
E
E
T20
1103+00
PLA N
POLARIS PKWY.
OW
L
E BE
E
0,S
+5
9
05
TA.1
ES
N
I
HL
MATC
A FR IC A
TRASH
S C H E M A T IC
BENCH
875
RD .
870
055
1
865
CLEVELAND AVE.
SITE #60
CLEVELAND AVE. & EXECUTIVE CAMPUS DR. - NB
PROP. BRT MARKER
-SEE SHEETS 21 - 23
CHECKED
CALCULATED
\ CLEVELAND AVE.
TRASH
\ POLARIS PKWY.
NOTES:
HORIZONTAL
SCALE IN FEET
1
00
POLARIS PKWY.
8
N
050
1
EXECUTIVE CAMPUS DR.
SITE #59
CLEVELAND AVE. & EXECUTIVE CAMPUS DR. - SB
PROP. BRT MARKER
AVE
sbeal
-SEE SHEETS 21 - 23
3163-E
TO
1105
AFRICA RD.
RD .
CHECKED
CALCULATED
MATCH LINE STA. 1
1
03+00, SEE SHEET 1
9
A FR IC A
PLA N
1112+97.58
S C H E M A T IC
SITE #61
AFRICA RD. - OHIO HEALTH MEDICAL CAMPUS
PROP. BRT MARKER
S T A . 1103+00
2/15/2016 10:34:50 AM
0
50
HORIZONTAL
SCALE IN FEET
1
00
AFRICA RD.
NOTES:
486
20
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGB022.
dgn
200
N
END PROJECT
0
1
1
1
c:\pwworki
ng\pi
tt\d1174091\BRTGB003.
dgn
2/15/2016 10:34:59 AM
sbeal
CLEVELAND AVENUE
0+00.00
712178.1014
1828586.169
PE
57+00.00
717819.8728
1827773.506
PB
100+00.00
717485.2403
1827317.036
PE
104+00.00
717544.2915
1827712.654
PB
104+00.00
717544.2915
1827712.654
102.56
PI
105+02.56
717535.9349
1827814.876
220.70
PC
107+23.26
717566.6456
1828033.422
PI
110+79.42
717606.9028
1828387.308
114+28.72
717526.8457
1828734.362
PI
115+58.43
717497.6971
1828860.757
PT
116+87.50
717490.679
1828990.28
PE
137+10.15
717381.2442
1831009.967
PB, PC
150+00.00
717598.9595
1831224.178
PI
150+68.59
717618.2081
1831158.341
PT
151+36.59
717622.1009
1831089.859
DISTANCE
DEFLECTION
ANGLE
DELTA
DEGREE
TANGENT
LENGTH
RADIUS
EXTERNAL
CHORD
356.17
705.46
2,075.00
30.35
702.07
129.71
258.78
1,500.00
5.60
258.46
68.59
136.59
600.00
3.91
136.30
214.96
421.09
850.00
26.76
416.80
170.14
334.89
770.00
18.57
332.26
296.18
588.54
2,120.00
20.59
586.66
62.30
120.79
200.00
9.48
118.96
113.65
226.32
1,000.00
6.44
225.84
38.02
75.14
200.00
3.58
74.70
C.B.
CHECKED
PB
PRC
BEARING
5,700.00
400.00
2,022.65
1,590.02
PC
167+26.61
717712.3399
1829502.4
PI
169+41.57
717724.5396
1829287.787
PT
171+47.70
717633.2492
1829093.176
PC
172+22.00
717601.6963
1829025.912
PI
173+92.14
717554.8738
1828862.346
PT
175+56.89
717581.3272
1828694.28
PC
176+38.38
717596.4686
1828614.212
PI
179+34.56
717644.8419
1828322.012
PT
182+26.92
717611.2818
1828027.743
221.41
PI
184+48.33
717580.4792
1827808.486
102.44
PE
185+50.77
717544.2915
1827712.654
74.30
81.49
PB
200+00.00
71781.4405
1831003.636
385.43
PI
203+85.43
717666.1008
1831028.035
1,087.50
PI
214+72.93
718751.1505
1831100.885
1,026.58
PI
224+99.51
719775.6451
1831166.34
581.42
PI
230+80.93
720355.8768
1831203.5
1,210.97
PI
242+91.90
721564.2849
1831282.162
665.31
PI
249+57.21
722228.1312
1831326.273
697.91
PI
256+55.12
722924.5764
1831371.567
912.62
PC
265+67.74
723835.0763
1831433.726
PI
266+30.04
723897.2321
1831437.97
PT
266+88.53
723945.9826
1831476.761
PI
274+03.69
724505.6019
1831922.051
526.60
PI
279+30.29
724918.5193
1832248.856
892.43
715.16
PI
288+22.72
725615.9969
1832805.599
691.11
PI
295+13.83
726150.9834
1833243.119
1,064.78
PI
305+78.62
726975.7023
1833916.618
877.94
PI
314+56.56
727656.8343
1834470.553
404.19
PC
318+60.75
727968.6814
1834727.692
PI
319+74.40
728056.3641
1834799.992
PT
320+87.07
728158.0345
1834850.773
PI
325+19.18
728544.6068
1835043.852
277.87
PI
327+97.05
728793.4081
1835167.589
599.96
PI
333+97.01
729329.5673
1835436.8115
593.50
PI
339+90.51
729860.5152
1835702.0268
652.37
PI
346+42.88
730444.9765
1835991.8494
679.32
PI
353+22.20
731057.4005
1836285.8021
703.74
PI
360+25.94
731692.1206
1836589.7348
579.52
PI
366+05.46
732214.8892
1836839.8529
681.91
PI
372+87.37
732830.2483
1837133.6861
688.59
PI
379+75.96
733451.6675
1837430.3280
681.10
PI
386+57.06
734065.6007
1837725.2393
722.70
PI
393+79.76
734714.6721
1838043.0444
364.53
PC
397+44.29
735044.4388
1838198.4093
PI
397+82.30
735078.8299
1838214.6121
PT
398+19.43
735116.7674
1838217.0665
515.94
PI
403+35.36
735631.6305
1838250.3752
666.35
PI
410+01.71
736296.4321
1838295.7059
373.83
432.11
21
3163-E
486
DATE: 3/24/2016
MT. VERNON AVENUE
EASTING
T A B LE
EAST NAGHTEN STREET
NORTHING
LA Y O U T
W. NATIONWIDE BLVD.
STATION
B A S E LIN E
SOUTH HIGH STREET
POINT TYPE
AVE
CONSTRUCTION
CO TA
C LE V E LA N D
BRT
CORRIDOR BASELINES OF
CALCULATED
PB = POINT OF BEGINNING, PE = POINT OF ENDING, PI = POINT OF INTERSECTION, PC = POINT OF CURVATURE, PT = POINT OF TANGENT, PRC = POINT OF REVERSE CURVATURE, PCC = POINT OF COMPOUNDING CURVATURE
EAST SCHROCK ROAD
c:\pwworki
ng\pi
tt\d1174091\BRTGB004.
dgn
COOPER ROAD
COPELAND MILL ROAD
STATION
NORTHING
DISTANCE
PI
413+75.54
736669.4337
1838320.6132
710.11
PI
420+85.66
737378.1098
1838365.7716
708.67
488.74
PI
427+94.32
738084.8489
1838417.9954
PI
432+83.03
738572.4873
1838450.3299
464.95
PI
437+47.98
739036.4430
1838480.7046
524.84
PI
442+72.82
739560.1334
1838515.4139
677.44
PI
449+50.26
740235.8492
1838563.7837
567.41
PC
455+17.67
740801.7505
1838605.1103
PI
460+54.83
741337.3457
1838646.0515
PT
465+87.52
741850.5689
1838804.6088
PI
474+19.64
742637.3900
1839075.4098
722.58
PI
481+42.22
743322.4297
1839305.2888
946.94
PC
490+89.16
744219.4709
1839608.6314
PI
492+06.91
744331.0116
1839646.3500
PT
493+22.74
744425.6279
1839716.4339
DEFLECTION
ANGLE
DELTA
DEGREE
TANGENT
LENGTH
RADIUS
EXTERNAL
CHORD
537.16
1,069.85
4,790.00
30.02
1,067.62
117.75
233.58
750.00
9.19
232.64
132.55
257.81
450.00
19.12
254.30
624.40
1,248.74
55,000.00
3.54
1,248.71
224.13
444.97
1,500.00
16.65
443.34
53.65
107.20
1,000.00
1.44
107.15
C.B.
832.12
1,225.53
PI
505+48.28
745410.4241
1840445.8891
898.39
PI
514+46.67
746132.0728
1840980.9883
670.14
PC
521+16.81
746670.6818
1841379.7267
PI
522+49.36
746777.2170
1841458.5958
PT
523+74.62
746909.4949
1841467.1201
PI
541+16.05
748647.3146
1841579.1093
935.00
PI
550+51.05
749580.2962
1841640.5136
820.19
PI
558+71.17
750398.3164
1841699.1350
725.44
PI
565+96.60
751122.6496
1841739.1528
1,014.98
PI
576+11.59
752135.3379
1841807.3494
1,161.40
PI
587+72.98
753294.3266
1841882.0927
1,152.64
PI
599+25.62
754444.7444
1841953.6507
1,020.42
PI
609+46.05
755463.1515
1842017.7721
1,290.34
PI
622+36.39
756751.1696
1842095.1038
1,199.26
PI
634+35.64
757947.9935
1842171.4637
1,398.84
PI
648+34.48
759343.6201
1842266.1894
1,653.10
PI
664+87.58
760993.1619
1842374.5720
1,348.37
PI
678+35.95
762339.3836
1842450.6176
948.24
PI
687+84.19
763285.9392
1842507.1851
997.20
PI
697+81.39
764280.5337
1842579.2260
4,799.74
PI
745+81.13
769071.7944
1842864.4184
211.64
PI
747+92.77
769283.0564
1842876.9934
583.34
PI
753+76.11
769865.3357
1842912.1950
420.76
PI
757+96.87
770285.3321
1842937.5859
2,154.53
PI
779+51.40
772435.9318
1843067.6001
1,527.61
PC
794+79.01
773960.9076
1843157.2625
PI
801+03.41
774584.8212
1843181.8029
PT
807+27.75
775208.0169
1843220.5012
2,367.82
PI
830+95.57
777571.2876
1843367.2523
1,239.30
PI
843+34.87
778808.2670
1843442.9922
3,061.42
PI
873+96.28
781863.6542
1843635.0273
500.00
PE
878+96.28
782362.4536
1843669.6570
PB
900+00.00
769071.7944
1842864.4184
PC
902+93.10
769130.1721
1843151.6480
PI
905+17.23
769174.8131
1843371.2902
PT
907+38.08
769153.2990
1843594.3880
PI
917+88.69
769052.4524
1844640.1540
154.41
PI
919+04.63
769035.7982
1844793.6657
2,391.40
PE
943+34.50
768851.8364
1847177.9779
PB
950+00.00
769052.4524
1844640.1540
PC
952+49.62
769301.9461
1844632.3627
T A B LE
1,741.42
LA Y O U T
BEARING
B A S E LIN E
EASTING
293.10
1,050.62
249.62
PI
953+03.27
769355.5697
1844630.6881
PT
953+56.81
769409.0647
1844634.7604
345.95
94.95
PI
957+02.76
769754.0129
1844661.0195
PE
957+97.71
769848.6918
1844668.2269
PB
970+00.00
769865.3357
1842912.1950
367.32
PI
973+67.32
769842.5283
1843278.8027
145.36
PI
975+12.67
769828.3682
1843423.4678
78.77
PI
975+91.44
769823.5294
1843502.0875
480.87
PI
980+72.31
769793.9898
1843982.0460
680.15
PE
987+52.46
769754.0129
1844661.0195
22
486
3163-E
DATE: 3/24/2016
2/15/2016 10:35:09 AM
sbeal
CLEVELAND AVENUE
POINT TYPE
AVE
CONSTRUCTION
CO TA
C LE V E LA N D
BRT
CHECKED
CALCULATED
E. 5TH AVENUE
c:\pwworki
ng\pi
tt\d1174091\BRTGB005.
dgn
2/15/2016 10:35:14
AM
sbeal
FIELDS AVENUE
E. 11TH AVENUE (WEST)
E. 11TH AVENUE (EAST)
WEBER ROAD
OAKLAND PARK AVENUE
MORSE ROAD
PB
PC
1000+00.00
770285.3321
1842937.5859
1000+89.62
770279.9239
1843027.0449
PI
1001+92.04
770273.7438
1843129.2715
PRC
1002+78.92
770187.1869
1843184.0106
BEARING
DISTANCE
DEFLECTION
ANGLE
DELTA
DEGREE
TANGENT
LENGTH
RADIUS
EXTERNAL
CHORD
102.41
189.30
200.00
24.70
182.31
80.32
155.02
240.00
13.08
152.34
110.48
219.35
740.00
8.20
218.55
64.40
128.80
10,000.00
0.21
128.80
511.54
1,017.56
4,000.00
32.58
1,014.81
363.43
697.18
1,000.00
63.99
683.14
C.B.
89.62
PI
1003+59.25
770119.3006
1843226.9423
PCC
1004+33.94
770090.9321
1843302.0882
PI
1005+44.43
770051.9040
1843405.4500
PI
1006+53.29
770044.7696
1843515.7040
PE
1008+74.95
769823.5294
1843502.0875
PB,PC
1050+00.00
781889.5794
1843135.6998
PI
1050+64.40
781886.9621
1843200.0467
PT
1051+28.80
781883.5163
1843264.3544
371.20
694.83
221.66
PI
1055+00.00
781863.6542
1843635.0273
PC
1061+94.83
781826.4759
1844328.8632
PI
1067+06.37
781799.1050
1844839.6699
PT
1072+12.39
781901.1615
1845340.9254
419.58
PI
1076+31.97
781984.8716
1845752.0718
153.79
PI
1077+85.76
782015.5543
1845902.7714
346.22
PE
1081+31.98
782088.7481
1846241.1625
PB
1100+00.00
781984.8716
1845752.0718
PC
1106+00.04
782584.1798
1845788.2830
PI
1109+63.83
782946.9487
1845810.2022
PT, PE
1112+97.58
783239.1413
1845594.0883
600.40
PB
1200+00.00
782758.6927
1845783.5611
176.39
PI
1201+76.39
782778.8326
1845958.7958
479.46
PE
1206+55.85
782778.8326
1846438.2555
PB
2000+00.00
724005.4946
1829447.3502
2,000.00
PI
2020+00.00
723885.3316
1831443.7371
442.58
PI
2024+42.58
723862.0685
1831885.7058
404.61
PE
2028+47.19
723835.4509
1832289.4425
PB
3000+00.00
723935.2399
1830614.5605
391.51
PI
3003+91.51
724325.9752
1830639.2573
140.60
PI
3005+32.11
724462.6049
1830672.4086
742.07
PI
3012+74.18
725203.3910
1830716.0333
514.56
PI
3017+88.74
725717.0222
1830746.9756
307.78
PI
3020+96.52
726024.6701
1830755.8777
658.94
PE
3027+55.46
726682.3232
1830797.0725
PB
1400+00.00
726691.5876
1830645.5090
PE
1429+00.00
726514.6529
1833540.1064
PB
1429+00.00
726527.2505
1833550.3941
PE
1430+77.85
726479.4798
1833721.7134
PB
1500+00.00
737091.2720
1838046.8865
300.00
PI
1503+00.00
737073.0779
1838346.3343
353.28
PE
1506+53.28
737051.6528
1838698.9601
PB
1300+00.00
740217.1138
1838113.4986
447.80
PI
1304+47.80
740187.1127
1838560.2950
521.21
PE
1309+69.01
740156.4008
1839080.5923
PB
1600+00.00
750489.4238
1841303.6443
400.00
PI
1604+00.00
750459.0967
1841702.4930
400.00
PE
1608+00.00
750428.7696
1842101.3417
2,900.00
177.85
23
3163-E
486
DATE: 3/24/2016
OHIO HEALTH DRIVE
EASTING
T A B LE
AFRICA ROAD
NORTHING
LA Y O U T
POLARIS PARKWAY
STATION
B A S E LIN E
ST. ANN'S ACCESS DRIVE
POINT TYPE
AVE
CONSTRUCTION
CO TA
C LE V E LA N D
BRT
CHECKED
CALCULATED
S. HIGH STREET
ELEVATION
712410.0798
1828594.0415
769.929
TBM #71
CUT IN THE SOUTHWEST CORNER OF THE LIGHT POLE BASE AT THE NORTHEAST CORNER OF THE INTERSECTION OF MOUND STREET AND S. HIGH STREET.
712627.1404
1828477.3117
707.904
TBM #73
CUT IN THE SOUTHEAST CORNER OF THE LIGHT POLE #227203 BASE ON THE WEST SIDE OF N. HIGH STREET, IN FRONT OF PSN LIQUOR.
713649.0497
1828333.0743
763.492
TBM #74
X CUT ON THE EAST FLANGE BOLT OF A FIRE HYDRANT AT THE SOUTHEAST CORNER OF THE INTERSECTION OF S. HIGH STREET AND STATE STREET.
714275.9267
1828307.3459
769.791
TBM #75
CUT ON THE SOUTHEAST CORNER OF A LIGHT POLE BASE AT THE 3RD LIGHT NORTH OF STATE STREET ON THE WEST SIDE OF S. HIGH STREET.
714431.9671
1828222.5655
767.807
TBM #84
CUT IN THE SOUTHEAST CORNER OF A LIGHT POLE BASE, 5TH LIGHT POLE NORTH FROM BROAD STREET ON THE WEST SIDE OF N. HIGH STREET.
715261.9835
1828102.6838
756.540
TBM #82
X CUT ON THE EAST FLANGE BOLT ON A FIRE HYDRANT, NORTH OF LONG STREET, WEST SIDE OF N. HIGH STREET.
716210.4026
1827963.1811
744.280
TBM #83
CUT ON THE SOUTHEAST CORNER OF A LIGHT POLE BASE, 3RD LIGHT POLE SOUTH OF LONG STREET, EAST SIDE OF N. HIGH STREET.
715959.2241
1828067.6459
745.919
TBM #80
CUT ON THE SOUTHEAST CORNER OF THE LIGHT POLE #227025 BASE, 4TH LIGHT POLE SOUTH OF NATIONWIDE BLVD., WEST SIDE OF N. HIGH STREET.
717327.1603
1827801.3634
745.521
TBM #81
CUT ON THE SOUTHEAST CORNER OF SIGN BASE OF SENSENBRENNER PARK, EAST SIDE OF N. HIGH STREET, 150' SOUTH OF NATIONWIDE BLVD.
717382.0142
1827881.9712
747.752
CHISLED "X" CUT IN THE SOUTHWEST BOLT OF THE STRAIN POLE AT THE NORTHWEST CORNER OF THE INTERSECTION OF N FOURTH STREET AND E NATIONWIDE BLVD.
717596.9868
1828709.5686
741.822
717428.1561
1829498.2140
760.454
717756.5995
1830995.4320
781.074
720362.4653
1831164.5347
791.259
720029.2252
1831210.7111
788.506
722170.1787
1831286.3154
798.210
722211.3602
1831349.1563
798.081
726750.8339
1833697.3299
833.867
726422.7202
1833493.4520
834.360
TBM #201
TBM #79
X CUT ON THE NORTH FLANGE BOLT OF A FIRE HYDRANT AT THE SOUTHEAST CORNER OF 5TH STREET AND NAGHTEN STREET.
TBM #41
CUT ON THE NORTHEAST CORNER OF THE CONCRETE WALL AT COLUMBUS STATE UNIVERSITY BOOK STORE, WEST SIDE OF CLEVELAND AVE., 75' NORTH OF THE INTERSECTION WITH MOUNT VERNON AVE.
TBM #39
TBM #40
TBM #38
TBM #37
TBM #33
TBM #34
BM RESET 178
TBM #32
TBM #31
TBM #30
TBM #22
TBM #20
TBM #21
CUT ON THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE CROSSWALK SIGNAL, WEST SIDE OF CLEVELAND AVE. AT THE NORTHEAST CORNER OF ABBOTT
NUTRITION BUILDING.
CUT ON THE NORTHWEST CORNER OF THE LOWEST STEP, EAST SIDE OF CLEVELAND AVE. AT FORT HAYES, 50' NORTH OF AND ACROSS THE STREET FROM MAIN
ENTRANCE TO ABBOTT NUTRITION.
CUT ON THE NORTHEAST CORNER ON TOP OF THE CONCRETE CURB AT THE SOUTHWEST CORNER AT THE INTERSECTION OF CLEVELAND AVE. AND E 2ND AVE.
CUT ON THE SOUTH CORNER OF THE CONCRETE BASE FOR THE TRAFFIC STRAIN POLE AT THE NORTHEAST CORNER OF THE INTERSECTION OF CLEVELAND AVE.
AND E. 2ND AVE.
CUT ON THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR THE LIGHT POLE AT THE NORTHEAST CORNER OF THE FAMILY DOLLAR STORE, AT THE NORTHWEST
CORNER OF THE INTERSECTION OF CLEVELAND AVE. AND E. 11TH AVE.
CUT ON THE SOUTHWEST CORNER ON THE CONCRETE PAD FOR THE CROSSWALK SIGNAL AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CLEVELAND AVE.
AND E. 11TH AVE.
DISC IN THE CONCRETE WALK AT THE SOUTHEAST CORNER OF THE INTERSECTION OF CLEVELAND AVE. & E. 17TH AVE.
728890.3992
1835257.2395
848.367
CUT ON THE WEST SIDE OF THE CONCRETE PAD FOR THE STRAIN POLE AT THE NORTHEAST CORNER OFTHE INTERSECTION OF CLEVELAND AVE. & E. 17TH AVE.
728960.5701
1835294.5445
849.006
731027.6299
1836342.9363
857.106
731197.4476
1836388.1182
856.608
733903.8962
1837669.6667
855.237
735760.5045
1838280.6904
762.774
735409.6422
1838200.5426
862.136
CUT IN THE NORTHWEST CORNER OF WALK AT THE RESIDENCE #1948 (TROJANS MC) AT THE SOUTHEAST CORNER OF INTERSECTION OF CLEVELAND AVE. AND
E. 24TH AVE.
X CUT IN THE NORTHWEST BOLT OF A SIGN BASE IN A PARKING LOT ON THE EAST SIDE OF CLEVELAND AVE., 78' NORTH OF THE INTERSECTION OF CLEVELA AVE.
AND E. 24TH AVE.
CUT IN THE SOUTHWEST CORNER OF A CONCRETE LIGHT POLE #204077 BASE ON THE EAST SIDE OF CLEVELAND AVE., 100' NORTH OF THE INTERSECTION WITH
HUDSON STREET.
CUT IN THE SOUTHWEST CORNER OF A CONCRETE BASE FOR A LIGHT POLE AT THE NORTHEAST CORNER INTERSECTION OF CLEVELAND AVE. AND GENESSEE AVE.
CUT IN THE SOUTHWEST CORNER OF A CONCRETE BASE FOR A LIGHT POLE AT THE 100' SOUTH OF THE INTERSECTION OF CLEVELAND AVE. AND GENESSEE AVE.,
WEST SIDE OF CLEVELAND AVE. AT RESIDENCE #2499.
TBM #18
X CUT ON THE WEST BOLT FOR THE TRAFFIC STRAIN POLE AT THE NORTHEAST CORNER OF THE INTERSECTION OF CLEVELAND AVE AND WEBER ROAD.
737096.1358
1838383.1512
864.663
TBM #19
X CUT ON THE EAST BOLT FOR THE TRAFFIC STRAIN POLE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CLEVELAND AVE AND WEBER ROAD.
737050.3339
1838292.0174
865.310
740234.5916
1838594.4426
874.674
740039.8199
1838505.2840
875.644
TBM #16
PARK AVE.
X CUT ON THE SOUTHEAST BOLT ON THE STRAIN POLE AT THE SOUTH SIDE ENTRANCE TO WALGREENS, WEST SIDE OF CLEVELAND AVE., 100' SOUTH OF THE SOUTH
INTERSECTION WITH OAKLAND PARK AVE.
24
3163-E
486
DATE: 3/24/2016
AVE
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGB023.
dgn
2/15/2016 10:35:18
AM
sbeal
TBM #17
CUT IN THE WEST CORNER OF CONCRETE PAD FOR TRAFFIC CONTROLLER BOX AT THE NORTHEAST CORNER OF THE INTERSECTION OF CLEVELAND AVE. AND OAKLAND
CHECKED
EASTING
- BEN C H M A RK S
X CUT ON THE EAST FLANGE BOLT OF A FIRE HYDRANT ATTHE NORTHEAST CORNER OF FRANKLIN COUNTY COURT OF COMMON PLEAS BUILDING ON THE WEST SIDE OF
NORTHING
S C H E M A T IC
TBM #70
DESCRIPTION
CALCULATED
BENCHMARK
TBM #2
TBM #1
TBM #11
TBM #12
TBM #9
TBM #5
TBM #6
INTERSECTION OF HUY ROAD.
CUT ON THE WEST SIDE OF A CONCRETE LIGHT POLE BASE ON THE EAST SIDE OF CLEVELAND AVE. AT UNIVERSAL MALL. 150' NORTH OF THE INTERSECTION OF
HUY ROAD.
X SET IN SOUTHEAST BOLT OF FIRE HYDRANT 250' WEST OF CLEVELAND AVE.
CHISLED ON NORTH SIDE OF LIGHT POLE BASE IN THE A&W PARKING LOT, 200' WEST OF CLEVELAND AVE.
X CUT ON EAST BOLT OF THE STRAIN POLE AT THE NORTHWEST CORNER OF THE INTERSECTION OF CLEVELAND AVE. AND COOKE ROAD.
CUT ON THE TOP OF THE WEST CURB ANGLE POINT IN FRONT OF DREAMERS LOUNGE, EAST SIDE OF CLEVELAND AVE., 25' NORTH OF THE INTERSECTION WITH
MELROSE AVE.
X CUT ON THE NORTHEAST BOLT ON A LIGHTPOLE ON THE SOUTH SIDE OF LEHNER ROAD , 50' WEST OF THE INTERSECTION WITH CLEVELAND AVE., LP #204175
X CUT ON TOP OF WEST BONNET BOLT ON A FIRE HYDRANT, EAST SIDE OF CLEVELAND AVE. AT THE SOUTH SIDE OF NAILS / HAIR BUILDING. 5' SOUTHEAST OF
MAIL BOX #5100, JUST SOUTH OF THE INTERSECTION WITH MINERVA PARK PLACE.
CUT ON THE NORTHEAST CORNER OF A CONCRETE BASE OF A STRAIN POLE AT THE SOUTHWEST CORNER OF THE INTERSECTION OF CLEVELAND AVE. AND
WALCREST BLVD.
ELEVATION
741773.3455
1838712.2386
877.409
741717.9286
1838795.3604
877.011
743479.6339
1839170.1603
880.961
743564.9599
1839037.5222
877.014
745169.8367
1840218.5516
879.403
744797.0714
1840038.7109
879.060
747701.6606
1841436.9401
876.310
755570.9189
1842060.3447
883.029
755100.3828
1841957.1111
881.581
TBM #4
X IN EASTERLY FLANGE BOLT ON A FIRE HYDRANT, 50' NORTH OF NORTHLAND PLAZA DRIVE ON THE WEST SIDE OF CLEVELAND AVENUE.
758691.4926
1842181.1276
878.519
TBM #3
X CUT IN THE EASTERLY FLANGE BOLT OF A FIRE HYDRANT 20' NORTH OF THE NORTH MEIJER ENTRANCE, WEST SIDE OF CLEVELAND AVE.
759099.1968
1842094.9678
879.309
762592.8321
1842432.8664
878.137
TBM #104
"+" SET ON THE EAST SIDE OF THE TOP FLANGE ON A FIRE HYDRANT LOCATED ON THE WEST SIDE OF CLEVELAND AVE. AND 200' SOUTH OF THE INTERSECTION OF
BLENDON WOODS.
TBM #105
"+" SET ON A EAST BOLT TO THE TRAFFIC STRAIN POLE BASE LOCATED ON THE WEEST SIDE OF CLEVELAND AVE. AND THE SOUTH SIDE OF BLENDON WOODS BLVD.
762799.1843
1842435.3290
876.371
TBM #106
"+" SET ON TOP OF THE WEST FLANGE BOLT ON A FIRE HYDRANT LOCATED ON THE EAST SIDE OF CLEVELAND AVENUE AND 300' SOUTH OF COMMUNITY PARK DRIVE.
765049.7389
1842662.1917
872.704
765333.9353
1842702.2356
875.891
815.816
TBM #107
"+" SET ON TOP OF THE WEST BOLT TO THE TRAFFIC STRAIN POLE LOCATED ON THE SOUTH SIDE OF COMMUNITY PARK DRIVE AND THE EAST SIDE OF
CLEVELAND AVENUE
TBM #108
"+" SET ON TOP OF THE NORTH BOLT TO THE TRAFFIC STRAIN POLE LOCATED ON THE NORTH SIDE OF WEST SHROCK ROAD AND THE WEST SIDE OF COOPER ROAD.
769101.6988
1844583.3588
TBM #109
"+" SET ON THE TOP OF THE WEST FLANGE BOLT ON A FIRE HYDRANT LOCATED ON THE EAST SIDE OF COOPER ROAD AND 250' NORTH OF SHROCK ROA
769327.5393
1844641.0707
811.531
TBM #110
CUT ON THE NORTH SIDE TOP OF CONCRETE LIGHT POLE BASE, SOUTH SIDE OF COPELAND MILL DRIVE, SOUTH OF THE HOSPITAL EMERGENCT ENTRANCE.
770117.4048
1843214.4746
860.038
855.633
TBM #111
CUT ON THE NORTH SIDE TOP OF CONCRETE LIGHT POLE BASE, SOUTH SIDE OF COPELAND MILL DRIVE, SOUTH OF THE HOSPITAL EMERGENCT ENTRANCE.
770056.6869
1843334.8763
TBM #112
ï»¿"+" CUT ON THE TOP NORTHEAST BOLT OF THE LIGHT POLE, EAST SIDE OF CLEVELAND AVE., 30'î€• SOUTH OF MAI
774076.0928
1843197.7226
825.701
TBM #113
ï»¿CUT ON THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR THE TRAFFIC SIGNAL STRAIN POLE, 30'î€• WEST SIDE OF CLEVELAND AVE. AND 30'î€• SOUTH OF M
774136.3517
1843110.5258
826.301
TBM #114
"+" SET ON TOP OF NORTH BOLT TO TOP FLANGE TO A FIRE HYDRANT LOCATED ON THE WEST SIDE OF CLEVELAND AVE. AND 60' SOUTH OF POLARIS PARKWAY.
781728.2595
1843574.6068
825.152
781784.8524
1843687.7846
823.572
782718.8086
1846183.3416
850.794
782756.8625
1846259.1005
849.775
TBM #115
TBM #116
CLEVELAND AVE.
"+" SET ON THE TOP NORTH BOLT ON THE TOP FLANGE ON A FIRE HYDRANT LOCATED ON THE EAST SIDE OF #300 POLARIS DRIVE TO OHIO HEALTH AND 400' EAST OF
THE CENTERLINE OF AFRICA ROAD.
SET ON TOP SOUTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED ON THE NORTH SIDE OF THE MAIN ENTRANCE DRIVE TO OHIO HEALTH AND 450' EAST OF THE
CENTERLINE OF AFRICA ROAD.
25
3163-E
486
DATE: 3/24/2016
AVE
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGB025.
dgn
2/15/2016 10:35:24
AM
sbeal
TBM #117
CUT ON THE WEST SIDE OF THE CONCRETE BASE FOR THE TRAFFIC STRAIN POLE LOCATED ON THE SOUTH SIDE OF POLARIS PARKWAY AND THE EAST SIDE OF
CHECKED
EASTING
- BEN C H M A RK S
TBM #15
X CUT ON TOP OF THE NORTHEAST BOLT ON THE NORTH LEG OF A SUNOCO GAS STATION SIGN ON THE WEST SIDE OF CLEVELAND AVE., 150' NORTH OF THE
NORTHING
S C H E M A T IC
TBM #14
DESCRIPTION
CALCULATED
BENCHMARK
712816.509
1828442.732
765.693
MAG NAIL SET
713309.896
1828378.915
761.557
MN #107
MAG NAIL SET
714393.218
1828305.467
768.314
MN #108
MAG NAIL SET
714925.284
1828341.668
765.142
MN #106
MAG NAIL SET
715972.954
1827998.802
745.678
MN #105
MAG NAIL SET
716131.36
1828044.173
742.819
MN #103
MAG NAIL SET
717318.146
1827878.869
744.272
MN #104
MAG NAIL SET
717615.212
1827730.990
755.698
IPS #102
IRON PIN SET
717536.633
1828855.6
746.548
MN #101
MAG NAIL SET
717459.473
1829131.808
751.837
MN #100
MAG NAIL SET
717501.619
1829448.416
758.030
IPS #50
IRON PIN SET
717663.020
1831083.804
780.472
IPS #51
IRON PIN SET
717868.595
1831074.186
780.905
789.336
IPS #52
IRON PIN SET
720132.933
1831150.305
IPS #53
IRON PIN SET
720367.283
1831243.287
791.948
IPS #55
IRON PIN SET
721934.117
1831271.627
798.095
IPS #54
IRON PIN SET
722150.157
1831351.885
799.470
IPS #56
IRON PIN SET
722391.662
1831303.160
798.970
IPS #60
IRON PIN SET
726567.132
1833616.182
834.798
IPS #61
IRON PIN SET
726806.835
1833736.874
833.657
IPS #62
IRON PIN SET
728833.919
1835226.335
847.929
IPS #63
IRON PIN SET
729020.459
1835236.842
849.245
IPS #64
IRON PIN SET
731122.608
1836348.885
855.790
IPS #65
IRON PIN SET
731282.530
1836367.381
854.977
MNS #66
MAG NAIL SET
733699.251
1837516.787
856.278
IPS #67
IRON PIN SET
733950.875
1837705.353
855.147
IPS #69
IRON PIN SET
735423.959
1838204.423
862.232
IPS #68
IRON PIN SET
735738.496
1838291.720
862.814
IPS #71
IRON PIN SET
737001.831
1838301.996
864.894
IPS #70
IRON PIN SET
737113.699
1838383.538
864.264
IPS #72
IRON PIN SET
740112.747
1838509.975
875.076
IPS #73
IRON PIN SET
740267.409
1838603.019
874.476
IPS #74
IRON PIN SET
741737.442
1838802.613
876.603
876.192
IPS #75
IRON PIN SET
741883.614
1838771.059
MNS #13
MAG NAIL SET
743538.7060
1838947.5690
881.125
MNS #14
MAG NAIL SET
743502.0750
1839271.1710
878.457
MNS #76
MAG NAIL SET
743573.267
1839349.724
878.115
IPS #77
IRON PIN SET
743624.500
1839454.364
878.861
MNS #21
MAG NAIL SET
743642.8930
1839365.8320
878.791
MNS #15
MAG NAIL SET
743769.9480
1839369.0630
880.767
878.900
IPS #78
IRON PIN SET
744862.970
1840090.549
IPS #79
IRON PIN SET
745291.223
1840305.460
879.516
IPS #80
IRON PIN SET
747568.616
1841547.277
874.355
IPS #81
IRON PIN SET
747867.289
1841493.594
870.779
IPS #82
IRON PIN SET
750177.610
1841722.742
878.046
IPS #83
IRON PIN SET
754932.605
1841947.217
880.618
IPS #85
IRON PIN SET
755253.322
1841967.552
882.743
IPS #87
IRON PIN SET
758420.458
184223.754
876.735
MNS #11
MAG NAIL SET
758710.913
1841956.004
876.960
IPS #102
IRON PIN SET
758714.647
1842155.227
881.960
IPS #86
IRON PIN SET
758765.421
1842265.390
876.097
MNS #12
MAG NAIL SET
759069.496
1842201.678
877.303
IPS #90
IRON PIN SET
762618.0960
1842510.4370
876.797
IPS #91
IRON PIN SET
762797.6320
1842526.8090
876.294
IPS #92
IRON PIN SET
765241.7820
1842690.7420
872.984
IPS #93
IRON PIN SET
765452.0800
1842697.9740
873.154
IPS #94
IRON PIN SET
769122.0310
1844662.4920
811.285
IPS #95
IRON PIN SET
769390.2370
1844647.5460
808.601
IPS #8
IRON PIN SET
770146.1240
1843234.3690
858.172
IPS #9
IRON PIN SET
770041.3490
1843398.3390
851.527
IPS #7
IRON PIN SET
774027.380
1843216.447
823.061
IPS #6
IRON PIN SET
774113.292
1843122.738
825.185
IPS #5
IRON PIN SET
781655.7530
1843566.5030
824.709
IPS #4
IRON PIN SET
781787.5740
1843562.3030
823.501
IPS #3
IRON PIN SET
781779.9280
1843809.2190
824.000
CHECKED
26
3163-E
486
DATE: 3/24/2016
MAG NAIL SET
C O NTRO L
MN #110
MN #109
- SURV EY
ELEVATION
S C H E M A T IC
EASTING
AVE
NORTHING
CALCULATED
DESCRIPTION
CO TA
C LE V E LA N D
BRT
sbeal
AM
2/15/2016 10:35:27
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SURVEY CONTROL
Base Mounted Traffic Cabinet
Aerial Existing
MN #XX
Mag Nail Set
IP #
XX
Iron Pin Set
R#
Removal Items
C#
Communication Items
P#
Proposed Roadway Items
W#
Water Items
D#
Drainage Items
E#
Electric Items
144 Fiber Optic
Parking Meter
Aerial Existing
Guy wire anchor
Benchmark
AEFO 144
CHECKED
CALCULATED
SURVEY SYMBOLS
AEFO 24
24 Fiber Optic
Survey Monument
Power Pole
Underground Existing
in Concrete
EFO 144
144 Fiber Optic
Power Pole
with Telephone
UEF 144
144 Conduit Fiber Optic
Power Pole
EXISTING UTILITY SYMBOLS
with Telephone and Light
UEF 24
24 Conduit Fiber Optic
Water Valve
Water Valve(proposed)
- LE G E N D
Street Light (unspecified type)
Power Pole with Light
PROPOSED LAYOUT
Fire Hydrant(existing)
Telephone Pole
Prop. Const. Limits
Fire Hydrant(proposed)
Telephone Pole with Light
Water Well
Prop. Temp.
Prop. Traffic Control Box
W
TC
ROW
WS
Prop. Splice Enclosure
Prop. Station Pad
Ex. Traffic Pull Box
Pavement Reflector
Found
Water Service Valve-
Prop. ROW
D E T A ILS
Lamp Post
WS
UM
MP
Mile Post
Prop. Concrete
(Proposed)
Sign
F
RAF
T
Bus Pad
WSNF
Not Found
Prop. Gas
Gas Gate Valve
G
Gas Service Valve
G
ST
Prop. STM (smaller than 18")
EXISTING CONDITIONS
PB
Ex. Pull Box
Prop. Water
M IS C E LLA N E O U S
Strain Pole
S
M
Gas Meter
Prop. STM (18" and greater)
Bush (leaves)
Chain Link Fence
G
Prop. Silt Fence
Combined Sewer
CS
Shrub (needles)
STM MH
Prop. Base Line
Manhole
Proposed 144
Sanitary Sewer
CO
Tree w/ leaves
APF 144
Cleanout
Curb Inlet
Proposed 24
Sanitary Sewer
APF 24
Arieal Fiber Optic
S
Manhole
Tree w/ needles
Proposed 144
Curb Inlet
sbeal
Catch Basin
Arieal Fiber Optic
Detectable Warning
SPF 144
Structural Fiber Optic
Curb Inlet
Proposed 144
Rock
Circle Catch Basin
Arieal Fiber Optic,
Prop. COTA Electric Pull Box
C
Prop. COTA Communication
AEF 144
Pull Box
Prop. 32" or 48" Pull Box
Electric Manhole
E
Electric Pull Box
PB
Storm
Proposed 24
ST
Arieal Fiber Optic,
Underground Proposed
Gas
144 Fiber Optic in
Trash Can
Bench
UPF 144
Conduit Bank
Transformer, pad mounted
Bike Rack
Sanitary
Telephone Handhole
Underground Proposed
T
24 Fiber Optic in
Electric
c:\pwworki
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TRASH
Remove Existing
Water
C
AEF 24
Telephone Pedestal
T
Telephone Manhole
T
UPF 24
Signal Pole
Conduit Bank
Ex. ROW
Prop. 12 Fiber Optic
FO
Ped Push Button
in Ex. Conduit Bank
Ex. Property Line
Fiber Optic Manhole
GPS Antenna with Receiver
FO
Traffic
T
Push Button on
Post
Prop. Aerial
12 Fiber Optic
PB
Communication
Coax. Interconnect
Post
Bollard
P
(TBR)
To be removed
(ATG)
Adjust to grade
CFN
Columbus Fibernet
FOC
Prop. Underground
Mailbox
A
OHFO
INT
UGFO
12 Fiber Optic in
Prop. Conduit Bank
B
Prop. Aerial Electric
OHE
Prop. Electric in Prop.
UGE
27
Conduit Bank
3163-E
486
DATE: 3/24/2016
ST
AVE
Storm Drain Manhole
CO TA
C LE V E LA N D
BRT
2/15/2016 10:35:30 AM
Remove Existing
Square Catch Basin
THE CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPEC-
COLUMBIA GAS OF OHIO
TIME WARNER CABLE
DO NOT DISTURB ANY FRANKLIN COUNTY CERTIFIED BENCHMARKS
THE CONTRACTOR SHALL NOTIFY SENIOR SERVICE PLANNERS OF
IFICATIONS (CMSC), 2012 EDITION INCLUDING ALL REVISIONS
3350 JOHNNY APPLESEED CT.
3760 INTERCHANGE RD.
(VERTICAL AND/OR HORIZONTAL) LOCATED WITHIN THE WORKING
COTA @ PH (614) 308-4373 OR FAX (614) 275-5933 A MINIMUM
SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION
LIMITS OF THE PROJECT. CONTRACTOR SHALL CONTACT THE
OF 14 CALENDAR DAYS PRIOR TO THE REQUIRED REMOVAL OF A
ITEMS THAT ARE A PART OF THIS PLAN UNLESS NOTED
CHRIS BLAIR: 614-818-2133
RAY MAURER: 614-481-5262
FRANKLIN COUNTY SURVEY DEPARTMENT (614) 462-3026, PRIOR
BUS SHELTER. COTA WILL BE RESPONSIBLE FOR DISSASEMBLING,
OTHERWISE.
CUSTOMER SERVICE: 800-344-4077
TO CONSTRUCTION, TO COORDINATE THE PROPER PROCEDURES
STORING AND REASSEMBLING THE SHELTER AT NO COST TO THE
WIDE OPEN WEST
FOR THE RESETTING, RELOCATION, OR REPLACEMENT OF ANY
CONTRACTOR.
3675 CORPORATE DR.
FRANKLIN COUNTY CERTIFIED BENCHMARKS OR SURVEY MONUMENTS.
EXISTING BUS SHELTER REMOVED BY COTA
SURVEY HORIZONTAL AND VERTICAL CONTROL
THE CONTRACTOR SHALL COORDINATE WITH COTA FOR THE REMOVAL
AND REINSTALLED SHELTER BY COTA
DAMAGE PREVENTION: 866-632-6243
PERMITS
CITY OF COLUMBUS
WHEN EXCAVATING WITHIN WESTERVILLE AND COLUMBUS PUBLIC
DIVISION OF WATER (DOW)
LEONARD BARNES: 614-226-4281
RIGHT OF WAY LIMITS, THE CONTRACTOR SHALL OBTAIN AN
910 DUBLIN ROAD
EXCAVATION PERMIT FROM CITY OF COLUMBUS, DIVISION OF
COLUMBUS, OH 43215
AT&T LNS/METRO
PLANNING AND OPERATIONS - PERMIT OFFICE BETWEEN THE
614-645-7788
5980 G WILCOX PLACE
HORIZONTAL CONTROL: THE OHIO STATE PLANE COORDINATE
CONTRACTOR, COTA WILL DISASSEMBLE AND REMOVE EACH EXISTING
DUBLIN, OHIO 43016
SYSTEM PER NAD 83 SOUTH ZONE.
BUS SHELTER AT NO COST TO THE CONTRACTOR. THE CONTRACTOR
HOURS OF 7:30 AM AND 4:00 PM MONDAY THROUGH FRIDAY.
SHALL COMMENCE WITH DEMOLITION OF THE SITE WITHIN 7
GREG BELEW: 614-760-8320
1600 WALCUTT RD.
VERTICAL CONTROL: FRANKLIN COUNTY SURVEY CONTROL DATA-
BASE DESIGNATION 78WSMTTRESET, NE COLUMBUS QUAD, CON-
BILL VERHOFF: 614-351-6265
THE IDENTITY AND LOCATION OF EXISTING UNDERGROUND UTIL-
CITY OF WESTERVILLE
TROL TYPE V, NAVD 88, ELEVATION 796.991. THE MONUMENT
21 SOUTH STATE STREET
IS A BRASS PLUG IN THE NORTH END OF THE EAST ENDWALL OF
CALENDAR DAYS OF COTA'S REMOVAL OF THE SHELTER.
GAS SERVICE VALVES ADJUSTED TO GRADE
ITIES LOCATED IN AND AROUND THE CONSTRUCTION AREA HAVE
FIBERTECH NETWORKS
WESTERVILLE, OHIO 43081
A PIPE CULVERT ON WESTERVILLE ROAD, 672 FEET NORTH OF
THE CONTRACTOR SHALL CONTACT COLUMBIA GAS (614) 460-2244
BEEN SHOWN AND LABELED ON THE PLANS BY USING INFORMA-
300 MERIDIAN CENTER
SANITARY, STORM, WATER:
DUBLIN-GRANDVILLE ROAD, 40 FEET EAST OF THE CENTERLINE
TO COORDINATE THE ADJUSTMENT OF GAS SERVICE VALVES.
TION PROVIDED BY THE RESPECTIVE UTILITY OWNERS. THE
ROCHESTER, NY 14618
614-901-6740
OF WESTERVILLE ROAD, 10 FEET BELOW THE LEVEL OF WESTER-
CITY OF COLUMBUS, CITY OF WESTERVILLE, OR THE CONSULT-
JAMES HIGHSMITH: 585-697-5145
ELECTRIC: 614-901-6700
VILLE ROAD.
COLUMBIA GAS DAMAGE PREVENTION CENTER
BASIS OF STATIONING
FOR INFORMATION CONCERNING COLUMBIA GAS LINES OR EQUIP-
ING ENGINEER WILL NOT ASSUME RESPONSIBILITY FOR THE
ACCURACY OF LOCATION OR DEPTH OF EXISTING UNDERGROUND
UTILITIES AS SHOWN ON THE PLAN.
970 DUBLIN RD.
MENT, OR IF DAMAGE OCCURS TO GAS LINES OR EQUIPMENT,
CITY OF COLUMBUS
SEE SHEETS 21 - 23
THE CONTRACTOR CAN CALL THE COLUMBIA GAS DAMAGE PRE-
DIVISION OF SEWERAGE
SUPPORT AND PROTECTION OF ALL UTILITIES AND APPURTEN-
614-525-3063
VENTION CENTER AT (614) 280-7372 OR TOLL FREE AT (866)
AND DRAINAGE
ANCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUCTION LIMITS
632-6243.
THE CONSTRUCTION LIMITS SHOWN ON THESE PLANS ARE FOR
SAW CUTTING IS INCLUDED
1250 FAIRWOOD AVE.
COSTS OF THE REPAIR AND RESTORATION OF EXISTING UTIL-
CENTURY LINK (QWEST)
ITIES DAMAGED BY THE CONTRACTOR SHALL BE THE RESPONS-
441 W. BROAD STREET
IBILITY OF THE CONTRACTOR. THE CITY OF COLUMBUS UTIL-
PATASKALA, OHIO 43062
PHYSICAL CONSTRUCTION ONLY. PROVIDE THE INSTALLATION
ITIES WILL ONLY LOCATE AND MARK MAIN LINE FACILITIES.
CHRISTOPHER STRAYER
AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND
THE COST OF SAW CUTTING FOR THE REMOVAL OF PAVEMENT,
THE CONTRACTOR IS RESPONSIBILE FOR LOCATING ALL SERVICE
303-886-1299
WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE
CURB, WALKS, ETC. SHALL BE INDIDENTIAL TO THE VARIOUS
PLANS WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.
REMOVAL ITEMS AND NOT BE PAID SEPARATELY, BUT BE
TELEPHONE: 614-645-7102
LATERAL AND LINES. COSTS ASSOCIATED WITH THE ABOVE
WORK AND RESPONSIBILITIES SHALL BE INCLUDED IN THE PRICE
XO COMMUNICATIONS
BID FOR VARIOUS ITEMS.
6900 SOUTHPOINTE PARKWAY
INCLUDED IN THE CONTRACT PRICE FOR ITEM 202 WORK ITEMS.
MISCELLANEOUS WORK ITEMS
BRECKSVILLE, OHIO 44141
PRIOR TO EXCAVATION, THE CONTRACTOR SHALL GIVE A 48-
THE CONTRACTOR SHALL PERFORM ALL ITEMS OF WORK CALLED
FOR ON THE PLANS, FOR WHICH NO SPECIFIC METHOD OF PAY-
THE FOLLOWING CITY OF COLUMBUS UTILITIES MAY BE LOCATED
MENT IS PROVIDED. THE COST OF THESE ITEMS SHALL BE
BE GIVEN TO THE OWNERS OF UNDERGROUND UTILITIES SHOWN
WITHIN THE WORK LIMITS OF THIS PROJECT AND DO NOT
INCLUDED IN THE VARIOUS UNIT PRICES BID FOR THE PROJECT
PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CONTACT
ON THE PLANS WHO ARE NOT MEMBERS OF A REGISTERED
SUBSCRIBE TO A REGISTERED UNDERGROUND PROTECTION SERVICE:
IMPROVEMENT.
SENIOR SERVICE PLANNER OF THE CENTRAL OHIO TRANSIT
AUTHORITY (COTA) @ PH (614) 308-4373 OR FAX (614) 275-5933
CITY OF COLUMBUS
CITY OF COLUMBUS
BASIS OF BEARINGS
TO COORDINATE PROPER BUS MOVEMENTS THROUGH OR AROUND
LISTED BELOW ARE UTILITY COMPANIES THAT HAVE FACILITIES
SUPPORT SERVICES
DEPARTMENT OF PUBLIC
SEE SHEETS 21 - 23
THE JOB SITE DURING THE PROJECT. THIS WILL INCLUDE, BUT
LOCATED WITHIN THE WORK LIMITS OF THIS PROJECT AND
DIVISION-COMMUNICATIONS
SERVICE
SUBSCRIBE TO OUPS.
4211 GROVES ROAD
TRAFFIC MANAGEMENT
1820 EAST 17TH AVE.
NOT LIMITED TO, THE TEMPORARY AND/OR PERMANENT RELOCA-
EMERGENCY PROVISIONS
TIONS. AFTER COMPLETION CONTRACTOR TO NOTIFY COTA FOR
AEP COLUMBUS SOUTHERN POWER
MARATHON PIPELINE
TELEPHONE: 614-724-7047
THE CONTRACTOR SHALL PROVIDE THE CITY OF COLUMBUS
850 TECH CENTER DRIVE
20-C INDUSTRIAL DRIVE
FAX: 614-645-6588
EMAIL: TRAFFICLOCATOR@
AND THE CITY OF WESTERVILLE WITH A LIST OF 24 HOUR
GAHANNA, OHIO 43230
LEXINGTON, OHIO 44904
RADIO ROOM: 614-724-4006
SOLUTION CENTER: 800-277-2177
GREG NEWMAN:
WILL COULSON: 614-883-7240
419-884-0800 X-236
EMERGENCY TELEPHONE NUMBERS (IN WRITING) PRIOR TO THE
SIGN INSTALLATION
PAY ITEMS EXCLUDED FROM GENERAL SUMMARY
START OF CONSTRUCTION.
PROPOSED ITEMS INCLUDING MARKERS, SHELTERS, BIKE RACKS,
DEPARTMENT OF TECHNOLOGY
LEANING RAILS, TICKET VENDING MACHINES, AND TRASH CANS
MCI (VERIZON BUSINESS)
CITY HALL
SECURE EXCAVATIONS AND TRENCHES FOR NON-WORKING
SHALL BE DESCRIBED AND QUANTIFIED WITHIN THE ARCHITECTURAL
AMERIGAS PROPANE
120 RAVINE ST.
90 WEST BROAD STREET
HOURS
SHEETS.
7265 INDUSTIRAL PKWY.
AKRON, OHIO 44303
ROOM 316
PLAIN CITY, OHIO 43064
AL GUEST: 330-253-8267
EXCAVATIONS AND TRENCHES OVER 24 INCHES DEEP SHALL BE
CONTRACTOR LINE:
SECURELY PLATED OR BACKFILLED DURING NON-WORKING HOURS.
800-722-5757
REDFLEX TRAFFIC SYSTEMS
614-645-7756
AT&T OHIO
23751 N. 23RD AVE. SUITE 150
CABLE LOCATE FAX:
111 NORTH 4TH ST.
PHOENIX, AZ 85085
614-645-6627
JOSH BROWN: 480-393-6665
ENGINEERING PROJECT MANAGER
BRIAN D. WEISS
GARY VAN ALMSICK: 614-223-7276
DIRECTOR CAPITAL PROJECT
REPAIR SERVICE: 888-611-4466
CENTRAL OHIO TRANSIT AUTHORITY
DAMAGE PREVENTION: 937-296-3929
(614) 275-5969
LEVEL 3 COMMUNICATIONS
FOR THE PURPOSE OF THIS PROJECT, THE TERM "ENGINEER"
[email protected]
IN THESE PLANS AND THE CMS SHALL BE INTERCHANGABLE WITH
[email protected]
"ENGINEERING PROJECT MANAGER"
28
3163-E
486
DATE: 3/24/2016
CITY OF COLUMBUS
AVE
COLUMBUS.GOV
OFFICE: 614-645-7393
TION OR REMOVAL OF COTA SIGNS AND/OR BUS STOP LOCA-
CO TA
C LE V E LA N D
BRT
sbeal
COTA - SIGNS AND/OR STOPS
(OUPS) BY CALLING (800) 362-2764. A 48-HOUR NOTICE SHALL
UNDERGROUND PROTECTION SERVICE
3/14/2016 11:04:36 AM
SAW CUTTING IS REQUIRED TO PROVIDE SMOOTH STRAIGHT
EDGES FOR REMOVAL PURPOSES.
DALE FERGUSON: 516-619-3492
HOUR NOTICE TO THE OHIO UTILITIES PROTECTION SERVICE
c:\pwworki
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- C IT Y
COMMUNICATIONS: 330-259-4982
N O T ES
UTILITIES
COLUMBUS FIBER NET
G EN ERA L
PHONE (614) 645-1876; EMAIL: [email protected]
OF EXISTING SHELTERS. UPON 14 CALENDAR DAY NOTICE BY THE
CHECKED
EXISTING BUS SHELTER REMOVED
C O LU M B U S
UTILITIES (CONTINUED)
OF
BENCHMARKS AND SURVEY MONUMENTS
CALCULATED
REFERENCE SPECIFICATIONS
PROTECTION OF PRIVATE PROPERTY
STORMWATER FACILITIES
CLEARING AND GRUBBING
IN THE PROJECT AREA. THE CONTRACTOR IS REQUIRED TO
PRIOR TO BEGINNING WORK, THE CONTRACTOR, THE PROJECT
BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN
REMOVE ALL TREES AND STUMPS SPECIFICALLY MARKED FOR
CONTACT OUPS PRIOR TO CONDUCTING ACTIVITY WITHIN THE
ENGINEER, AND A REPRESENTATIVE OF THE MAINTAINING AGENCY
BEFORE FINAL ACCEPTANCE BY THE OWNER, THE ENGINEER AND
REMOVAL WITHIN THE CONSTRUCTION LIMITS UNDER THE LUMP SUM BID
CONSTRUCTION AREA. THE DOP DISPATCH OFFICE NUMBER IS
WILL REVIEW AND RECORD ALL LANDSCAPING ITEMS IN CLOSE
THE CONTRACTOR SHALL MAKE AN INSPECTION OF ALL EXISTING
FOR ITEM 201, CLEARING AND GRUBBING. THIS ITEM SHALL ALSO
(614) 645-7627.
PROXIMITY AND IMMEDIATELY ADJACENT TO PROJECT LIMITS.
SEWERS WHICH ARE TO REMAIN IN SERVICE AND WHICH MAY BE
INCLUDE TRIMMING OF ADJACENT TREES AS NECESSARY TO INSTALL
A RECORD OF THIS REVIEW WILL BE KEPT IN THE PROJECT
AFFECTED BY THE WORK. THE CONDITION OF THE EXISTING
THE PROPOSED FACILITIES AT EACH STOP LOCATION. THE
ANY REQUIRED RELOCATION, SUPPORT, PROTECTION, OR ANY
ENGINEER'S FILES. PRIOR TO FINAL ACCEPTANCE, A FINAL
CONDUITS AND THEIR APPURTENANCES SHALL BE DETERMINED
FOLLOWING IS AN APPROXIMATE ESTIMATE OF THE NUMBER OF TREES
OTHER ACTIVITY CONCERNED WITH THE CITY'S ELECTRICAL
REVIEW OF LANDSCAPING ITEMS WILL BE MADE.
FROM FIELD OBSERVATIONS. THE ENGINEER SHALL KEEP RECORDS
TO BE REMOVED.
DIVISION OF POWER MAY HAVE UNDERGROUND STREET LIGHTING
OF THE INSPECTION IN WRITING.
THE CONTRACTOR UNDER THE DIRECTION OF DOP PERSONNEL AND
SIZES
AT THE EXPENSE OF THE PROJECT. DOP SHALL MAKE ALL FINAL
CONSTRICT ALL ACTIVITIES, EQUIPMENT STORAGE, AND STAGING
ALL NEW CONDUITS, INLETS, CATCH BASINS, AND MANHOLES
CONNECTIONS TO DOP'S EXISTING ELECTRICAL SYSTEM AT THE
TO WITHIN THE CONSTRUCTION LIMITS. CONSTRUCTION LIMITS
CONSTRUCTED OR RECONSTRUCTED AS A PART OF THE PROJECT
EXPENSE OF THE CONTRACTOR. THE CONTRACTOR SHALL USE
ARE WITHIN THE EXISTING RIGHT OF WAY UNLESS OTHERWISE
SHALL BE FREE OF ALL FOREIGN MATTER AND IN A CLEAN
MATERIAL AND MAKE REPAIRS TO A CITY OF COLUMBUS STREET
IDENTIFIED ON THE PLANS.
CONDITION BEFORE THE PROJECT WILL BE ACCEPTED BY THE
LIGHTING SYSTEM BY FOLLOWING DOP'S "MATERIAL AND
NO. TREES
(COLUMBUS)
NO. TREES
TOTAL
ITEM 201; CLEARING
3"
3
0
3
4"
3
0
3
SUBMIT A WRITTEN REQUEST TO THE COTA REPRESENTATIVE TO
SEWERS, AND APPURTENANCES INSPECTED INITIALLY BY THE
8"
7
0
7
"CONSTRUCTION AND MATERIAL SPECIFICATIONS" (CMS). ANY NEW
USE ANY AREA OUTSIDE THESE LIMITS. THE DOCUMENT SUBMIT-
ABOVE MENTIONED PARTIES SHALL BE MAINTAINED AND LEFT IN
OR RE- INSTALLED UNDERGROUND STREETLIGHT SYSTEM SHALL
TED MUST CLEARLY IDENTIFY THE AREA AND EXPLAIN THE PRO-
A CONDITION REASONABLY COMPARABLE TO THAT DETERMINED
10"
1
0
1
REQUIRE TESTING AS REFERRED TO IN SECTION 1000.18 OF THE
POSED USE AND RESTORATION OF THE AREA. THE REQUEST MUST
BY THE ORIGINAL INSPECTION. THE CONTRACTOR SHALL
CMS MANUAL. THE CONTRACTOR SHALL CONFORM TO DOP'S
BE APPROVED, IN WRITING, BEFORE THE CONTRACTOR HAS
CORRECT ANY CHANGE IN THE CONDITION RESULTING FROM THE
EXISTING CONDUCTOR SAFETY POLICY AND HOLD CARD SYSTEM,
PERMISSION TO USE THAT AREA.
CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE
12"
1
0
1
& GRUBBING
ITEM 201; CLEARING
OWNER. ALL EXISTING MANHOLES, CATCH BASINS, DRAINS,
INSTALLATION SPECIFICATIONS" (MIS) AND THE CITY OF COLUMBUS
PAY ITEM
(WESTERVILLE)
& GRUBBING
ITEM 201; CLEARING
& GRUBBING
ITEM 201; CLEARING
& GRUBBING
ITEM 201; TREE
C O LU M B U S
FACILITIES IN THE CONSTRUCTION AREA IS TO BE PERFORMED BY
CHECKED
CALCULATED
DIVISION OF POWER (DOP)
15"
1
0
1
ITEM 201; TREE
REMOVED, 18"
ANY ITEMS DAMAGED BEYOND THE CONSTRUCTION LIMITS AS
BE ABANDONED. THE CONTRACTOR SHALL REMOVE DEBRIS, SILT,
VOGEL AT (614) 645-6963.
DEFINED ABOVE WILL BE REPLACED IN KIND OR AS APPROVED
ETC. FROM THE EXISTING MANHOLES AND CATCH BASINS THAT
TREES MARKED FOR REMOVAL SHALL BE COORDINATED AND
BY THE PROJECT ENGINEER AT NO COST TO THE OWNER.
HAVE BEEN AFFECTED BY CONSTRUCTION OPERATIONS. THE
REMOVED AT THE SATISFACTION OF THE OWNER REPRESENTATIVE.
ANY MANNER BY THE CONTRACTOR, ITS AGENTS, SERVANTS, OR
CONTRACTOR SHALL MAINTAIN SERVICE IN EXISTING SEWERS
DIVISION OF SEWERAGE AND DRAINAGE UTILITIES
DURING CONSTRUCTION.
CONSTRUCTION NOISE
ALL NECESSARY REPAIRS, AND THE EXPENSE OF SUCH REPAIRS
CITY OF COLUMBUS LOCATORS WILL ONLY LOCATE AND MARK
LICENSED SEWER TAPPER REQUIREMENT
ACTIVITIES AND LAND USE ADJACENT TO THIS PROJECT MAY
AND OTHER RELATED COSTS SHALL BE PAID BY THE CONTRACTOR
MAIN LINE SEWERS. THE CONTRACTOR IS RESPONSIBLE FOR
TO THE DIVISION OF POWER CITY OF COLUMBUS, OHIO.
LOCATING ALL SERVICE LATERALS AND FIELD VERIFYING THE
IT SHALL BE UNLAWFUL FOR ANY PERSON TO ENGAGE IN THE
ANY ADVERSE CONSTRUCTION NOISE IMPACTS, DO NOT OPERATE
LOCATION OF MAIN SEWER LINES. ANY DAMAGE AND/OR RE-
BUSINESS OF SEWER TAPPING AND SEWER BUILDING, OR TO
POWER-OPERATED CONSTRUCTION-TYPE DEVICES BETWEEN THE
PAIRS TO THE MAIN SEWER LINES OR SERVICE LATERALS ARE
OPEN OR TAP ANY SEWER IN ANY STREET, ALLEY OR ANY PUB-
HOURS OF 7:00 PM AND 7:00 AM. IN ADDITION, DO NOT OPE-
THE RESPONSIBILITY OF THE SEWER CONTRACTOR. REPAIRS
LIC OR PRIVATE PLACE OR REHABILITATION OF ANY SEWER OR
RATE AT ANY TIME ANY DEVICE IN SUCH A MANNER THAT THE
THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS
MUST BE COMPLETED BY A LICENSED SEWER CONTRACTOR
APPURTENANCES (INCLUDING MANHOLES, INLETS AND SERVICE
NOISE CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOM-
REQUIRED TO ADEQUATELY INSURE THE PROPER ELEVATIONS
UNDER A SEPARATE SEWER PERMIT.
LATERALS) IN THE CITY OF COLUMBUS WITHOUT FIRST SECUR-
ARILY AND NECESSARILY ATTENDANT TO THE REASONABLE AND
ING LICENSE TO ENGAGE IN SUCH BUSINESS, AS INDICATED IN
EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.
EMPLOYEES, AND REQUIRES EMERGENCY REPAIRS, DOP SHALL MAKE
CONSTRUCTION LAYOUT STAKES
AND LOCATIONS OF ALL ITEMS INCLUDED IN THE WORK. THIS
BE AFFECTED BY CONSTRUCTION NOISE. IN ORDER TO MINIMIZE
IS TO BE PAID FOR UNDER ITEM 623, LUMP SUM, CONSTRUC-
THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF
COLUMBUS CITY CODE SECTION 1131.01. UTILIZATION OF SUB-
TION LAYOUT STAKES. PRIOR TO CONSTRUCTION, BENCH MARKS
3 FEET HORIZONTAL AND 1 FOOT VERTICAL FROM THE OUTSIDE
CONTRACTOR MUST MEET THE LICENSING REQUIREMENTS OF
SHALL BE RE-ESTABLISHED OUTSIDE OF THE CONSTRUCTION
DIAMETER OF ALL SEWER LINES.
CITY OF COLUMBUS BUILDING CODE, IN PARTICULAR SECTION
LIMITS. THIS WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A PROFESSIONAL SURVEYOR, REGISTERED IN THE
4114.119 AND 4114.529.
EXISTING DRAINAGE SYSTEMS
ROOF DRAINS, FOUNDATION DRAINS, DRAIN TILES, AND OTHER
DAILY QUANTITIES AND MATERIAL LOG FORM, TO BE APPROVED
EXISTING DRAINAGE SYSTEMS (FIELD TILES, ROOF DRAIN OUT-
BY THE CITY PRIOR TO THE START OF CONSTRUCTION. AT A
PROHIBITED.
LETS, SUMP PUMPS, ETC.) ENCOUNTERED DURING CONSTRUCTION
MINIMUM THE LOG FORM SHALL INCLUDE REFERENCE NUMBER,
THE CONTRACTOR SHALL MAINTAIN A MINIMUM CLEARANCE OF
OF THE NEW STORM SEWER OR REMOVAL OF EXISTING STORM
ITEM DESCRIPTION, ITEM NUMBER, LOCATION, DAILY QUANTITY,
10' HORIZONTAL AND 5' VERTICAL FROM THE OUTSIDE DIAMETER
SEWERS SHALL BE EXTENDED AS NECESSARY AND BLIND TAPPED
AND COMMENTS. THE DAILY LOG IS A TWO PART FORM THAT IS
OF ALL BRICK SEWERS. BRICK SEWERS SHALL NOT BE EXPOSED
TO THE NEW STORM SEWER PER DIVISION OF SEWERAGE AND
SIGNED, SUBMITTED AND RECONCILED WITH CITY
AS IT MAY CAUSE THE COLLAPSE OF THE SEWER DUE TO
DRAINAGE STANDARD DRAWING AA-S159 OR CONNECTED TO THE
CONSTRUCTION INSPECTOR AND CONTRACTOR PERSONNEL ON A
REMOVAL OF THE BACKFILL MATERIALS.
CATCH BASIN AS DIRECTED BY THE ENGINEER. ALL COST ASSO-
DAILY BASIS.
BID FOR CMSC ITEM 901.
SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF
IF THE CONTRACTOR ENCOUNTERS A PIPE OR CONNECTION TO
EXPOSED SOIL BETWEEN THE RIGHT-OF-WAY LINES, AND WITHIN
THE STORM SEWER THAT IN THE ESTIMATE OF THE ENGINEER
THE CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR
MAY BE AN ILLICIT CONNECTION FROM AN ON-SITE SEWAGE
ADEQUATELY REPAIRING ALL LAWN AREAS DISTURBED DURING
DISPOSAL SYSTEM, COLUMBUS PUBLIC HEALTH SHALL BE CON-
CONSTRUCTION TO THE SATISFACTION OF THE OWNER'S REPRE-
TACTED AT 645-6448 TO DETERMINE WHETHER THE PIPE MAY
SENTATIVE.
BE RECONNECTED TO THE CITY'S STORM SEWER SYSTEM.
29
3163-E
486
DATE: 3/24/2016
SEEDING AND MULCHING
AVE
CIATED WITH THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE
CO TA
C LE V E LA N D
BRT
sbeal
AM
2/15/2016 10:35:37
PART OF THIS PROJECT. THE CONTRACTOR SHALL CREATE A
CLEAN WATER CONNECTIONS TO THE SANITARY SYSTEM ARE
BRICK SEWERS
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING
MATERIAL AND PAY QUANTITIES FURNISHED AND INSTALLED AS
CLEAN WATER CONNECTIONS TO SANITARY SEWERS
STATE OF OHIO.
DAILY QUANTITY LOG
N O T ES
IF ANY ELECTRIC FACILITY BELONGING TO DOP IS DAMAGED IN
- C IT Y
ENGINEER. THE ABOVE IS NOT APPLICABLE FOR STRUCTURES TO
ANY QUESTIONS, CALL SCOTT WOLFE AT (614) 724-4351 OR CHRIS
G EN ERA L
MIS-95, COPIES OF WHICH ARE AVAILABLE FROM DOP IF YOU HAVE
OF
REMOVED, 18"
AND DISPOSE OF THE SPRINKLER AND ASSOCIATED PIPING
WHERE EDGELINE RPMs FALL WITHIN THE LIMITS OF A
EQUIPMENT ACCESS ROUTES WILL BE ESTABLISTED BEFORE WORK IS
SHALL BE INCLUDED IN THE UNIT BID PRICE FOR ITEM 202 -
THE CONTRACTOR SHALL CAREFULLY REMOVE THE METAL PLAQUE
DRIVEWAY, THEY ARE TO BE RELOCATED LONGITUDINALLY
BEGUN. TEMPORARY PAVING MATERIALS SUCH AS PLYWOOD,
REMOVAL MISC; SPRINKLER (EA)
FROM COLUMN TO BE CLEANED AND STORED FOR REATTACHMENT
A MAXIMUM OF TEN PERCENT (10%) OF THE NORMAL SPAC-
LUMBER OR RUBBER MATTING SPREAD OVER THE ROOT ZONE MAY
ING. IF RELOCATION IS STILL WITHIN DRIVEWAY LIMITS,
BE REQUIRED TO PREVENT COMPACTION.
ITEM 202 - REMOVAL MISC; TRASH CAN
INSTALLATION OF UTILITIES UNDER THE DRIP LINE OF EXISTING
THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF COLUMBUS
TREES MUST BE DIRECTIONALLY BORED OR DRILLED BELOW THE
THE REMOVAL, SALVAGE, AND POSSIBLE PLACEMENT OF EXISTING
ROOT ZONE. TOP OF THE BORE OR TUNNEL SHOULD BE NO HIGHER
TRASH CAN IN NEW LOCATION. THE TRASH CAN SHOWN IN THE PLAN
THAN 3 FEET DEEP. OPEN TRENCHES WITHIN THE ROOT ZONE MUST
TO BE REMOVED SHALL BE CAREFULLY REMOVED AND SALVAGED
TO EXISTING COLUMN. THE CONTRACTOR SHALL REINSTALL THE
THE EFFECTED RPM SHALL NOT BE INSTALLED.
RELOCATE EACH EXISTING PLAQUE TO BE COMPLETED IN PLACE.
WITHOUT DAMAGE UPON REQUEST OF THE CITY.
4.
RPMs SHALL NOT BE INSTALLED ON BRIDGE DECKS.
WHERE GRADE CHANGE IS REQUIRED WITHIN THE ROOT ZONE OF
THE COST FOR ALL WORK REQUIRED TO REMOVE, SALVAGE AND
14 DAYS BEFORE REMOVING THE PARKING METERS. THE METER
PUBLIC TREES, A SUFFICIENT RESIDUAL ROOT ZONE TO PROVIDE
RELOCATE THE TRASH CAN SHALL BE INCLUDED IN THE UNIT BID
POLES SHALL BE REMOVED FLUSH TO THE SURFACE OF THE
RPMs SHALL NOT BE INSTALLED ON DOTTED LINES.
FOR THE GOOD HEALTH OF THE TREES SHOULD REMAIN
PRICE FOR ITEM 202 - REMOVAL MISC; TRASH CAN (EA).
EXISTING WALK WITH NO MORE THAT AN 1/16" EXPOSED ABOVE THE
(2' DOT/4' GAP)
UNDISTRUBED AND PROTECTED BY EITH ER A DRY WELL OR
THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF COLUMBUS
6.
7.
SURFACE. ANY DAMAGE TO THE WALK DURING REMOVAL SHALL BE
RETAINING WALL IF THE GRADE IS TO BE RAISED OR LOWERED.
ITEM 202 - REMOVAL MISC; TREE PIT FOUNDATION
THREE (3) EVENLY SPACED TWO-WAY YELLOW RPMs IF NOR-
CONSTRUCTION MATERIALS, EXCAVATION DEBRIS, CHEMICALS, FUEL,
THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE CONCRETE
MAL SPACING DOES NOT PROVIDE FOR AT LEAST THREE.
EQUIPMENT, OR VEHICLES ARE NOT TO BE STOCKPILES, STORED,
TREE PIT SHOWN IN THE PLAN TO BE REMOVED AS NEEDED FOR
DUMPED, OR PARKED WITHIN THE DRIP LINE OF PUBLIC TREES.
CONSTRUCTION. THE TREE PIT SHALL BE REMOVED AND DISPOSED
DIVERGING TAPERS (RETURNS) SHALL HAVE A MINIMUM OF
DISPOSAL SHALL BE COVERED UNDER ITEM 202 - REMOVAL MISC;
RPMs SHALL NOT BE PLACED WITHIN CROSSWALKS, SCHOOL
SYMBOLS OR RAIL ROAD MARKINGS.
RAISED PAVEMENT MARKER SPACING
NORMAL:
FIRES ARE NOT PERMITTED WITHIN THE DRIP LINE OF ANY TRESS.
ALL EXISTING TREES DESIGNATED FOR PRESERVATION WILL BE
SHALL BE MAINTAINED AND NOT DISTURBED UNLESS OTHERWISE
CONTRACTOR SHALL CONTACT OWNER 14 DAYS BEFORE REMOVING
DIRECTED BY THE ENGINEER. A TYPICAL DETAIL OF THE TREE PITS
LIGHT POST. THIS ITEM INCLUDES ITEMS; ITEM 625 - LUMINAIRE
IS INCLUDED ON SHEET
339 .
REMOVED, ITEM 625 - LUMINAIRE SUPPORT REMOVED, REMOVE
FOUNDATION A MINIMUM OF 1' BELOW THE SURFACE AND DISPOSE
THE COST FOR ALL WORK REQUIRED TO REMOVE AND DISPOSE
OF MATERIALS, AND ITEM 625 - POWER SERVICE REMOVED. ALL
POSSIBLE. DRIPLINE IS PREFERABLE, HOWEVER, ACTUAL LOCATION
OF THE TREE PIT SHALL BE INCLUDED IN THE UNIT BID PRICE
COSTS COVERED UNDER THESE ITEMS SHALL BE INCLUDED IN ITEM
WILL BE DETERMINED BY SITE LIMITATIONS.
FOR ITEM 202 - REMOVAL MISC; TREE PIT FOUNDATION (EA).
202 - REMOVE MISC; DECORATIVE LIGHT POST.
ITEM 202 - REMOVAL MISC; TREE AND GRATE
ITEM 202 - REMOVE MISC.:COTA SHELTER
THE CONTRACTOR SHALL REMOVE THE TREE AS OUTLINED IN ITEM
THE CONTRACTOR SHALL COORDINATE WITH COTA FOR THE
201 - TREE REMOVED AND DISPOSE OF THE TREE GRATE DIRECTED
REMOVAL OF EXISTING SHELTERS. UPON 14 CALENDAR DAY NOTICE
INTERFERING BRANCHES OF TREES MAY BE REMOVED WHEN
IN THE PLAN. THE COST OF EQUIPMENT, LABOR AND DISPOSAL OF
BY THE CONTRACTOR, THE CONTRACTOR WILL DISASSEMBLE AND
ACCEPTABLE TO THE CITY FORESTER AND SHALL BE PRUNED IN
THE EXISTING TREE AND GRATE SHALL BE INCLUDED IN THE UNIT
REMOVE THE EXISTING BUS SHELTER. ALL LABOR, EQUIPMENT AND
ACCORDANCE WITH THESE STANDARDS.
BID PRICE FOR ITEM 202 - REMOVAL MISC; TREE AND GRATE.
DISPOSAL OF THE EXISTING SHELTER SHALL BE COVERED UNDER
ITEM 202 - REMOVAL MISC.:BRICK COLUMNS
80' TWO-WAY YELLOW
LANE LINE
80' TWO-WAY WHITE
FENCING WILL BE INSTALLED BEFORE COMMENCING SITE
EDGE LINE
80' ONE-WAY WHITE
PREPARATION WORK. FENCE MUST BE MATINAINED DURING THE FULL
CHANNELIZING LINE
20' TWO-WAY WHITE
CONSTRUCTION PERIOD.
TWO-WAY LEFT TURN LANE
40' BOTH SIDES, TWO-WAY
APPROACH TO STOP OR SIGNAL:
(MEASURED FROM STOPLINE OR RADIUS TANGENT POINT)
12@20' / 9@40' / 5@80'
ANY TREE DAMAGED OR DESTROYED DUE TO CONTRACTOR
LANE LINE
12@20' / 9@40' / 80' NORMAL SPACING
NEGLIGENCE WILL BE TREATED OR REMOVED AT THE CONTRACTOR'S
CENTERLINE
12@20' / 9@40' / 80' NORMAL SPACING
EXPENSE. IF DAMAGED BEYOND REPAIR, THE CITY WILL REQUIRE
CONTRACTOR SHALL COORDINATE WITH LAND OWNER PRIOR TO
REIMBURSEMENT OF THE VALUE OF THE TREE AS DETERMINED BY
REMOVAL OF COLUMNS. THIS ITEM SHALL INCLUDE ALL THE
THIS ITEM SHALL INCLUDE ALL THE LABOR, MATERIALS AND
THE CURRENT EDITION OF THE "GUIDE FOR PLANT APPRASIAL"
LABOR, EQUIPMENT AND DISPOSAL OF MATERIALS REQUIRED FOR
EQUIPMENT REQUIRED FOR THE CONSTRUCTION OF THE BRICK
PUBLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
THE REMOVAL OF THE EXISTING BRICK COLUMNS AS SHOWN IN THE
COLUMNS AS SHOWN IN THE PLANS. THE PROPOSED BRICK
PLANS.
COLUMNS SHALL BE CONSTRUCTED TO MATCH THE EXISTING BRICK
sbeal
EDGE LINE
11@80' ONE-WAY WHITE
LANE LINE
21@40' / 80' NORMAL SPACING, TWO-WAY
WHITE
CENTERLINE
DEPARTURE FROM THROUGH STREET, SIGNAL OR STOP CONDITION:
LANE LINE
5@80' TWO-WAY WHITE
EDGE LINE
5@80' ONE-WAY WHITE
THE CONTRACTOR SHALL COORDINATE WITH COTA TO DETERMINE
THE EXISTING COLUMNS AND FOOTINGS, BACKFILLING OF REMOVED
THE UNIT COST FOR THIS ITEM SHALL INCLUDE THE INSTALLATION
THE OWNER OF EXISTING BENCHES TO BE REMOVED
FOOTINGS, DISPOSAL OF FOOTINGS AND SURPLUS COLUMN
OF A NEW CONCRETE FOOTING TO THE MINIMUM DEPTH OF 36
BY OTHERS.
MATERIALS SHALL NOT BE PAID SEPERATELY, BUT SHALL BE
INCHES AND A PERIMETER MATCHING THE EXISTING COLUMNS. THE
INCLUDED IN THE UNIT COST FOR THE COLUMNS REMOVED.
UNIT COST SHALL INCLUDE EXCAVATION FOR THE FOOTING,
THE COST FOR ALL WORK REQUIRED TO REMOVE, SALVAGE AND
PLACEMENT OF THE CLASS C CONCRETE FOOTING AND ANCHORAGE
ITEM 202 - REMOVE MISC.:LIGHT POLE
FOR ITEM 202 - REMOVAL MISC; BENCH (EA)
(STOP CONDITION OR APPROACH TO A SIGNAL)
APPROACH 2WLT MARKINGS
COLUMNS IN COLOR, SIZE, PATERN AND CONSTRUCTION.
THE UNIT COST FOR THIS ITEM SHALL INCLUDE THE REMOVAL OF
DELIVER THE BENCH SHALL BE INCLUDED IN THE UNIT BID PRICE
TWO-WAY LEFT TURN:
ITEM 607 - MISC.:BRICK COLUMNS
ITEM 202 - REMOVAL MISC; BENCH
21@40' / 80' NORMAL SPACING, TWO-WAY
YELLOW
2/15/2016 10:35:40 AM
ITEM 202 - REMOVAL MISC; COTA SHELTER.
EDGE LINE
THROUGH STREET APPROACH:
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ITEM 202 - REMOVAL MISC.; DECORATIVE LIGHT POST
NOT LESS THAN FOUR FEET HIGH AND AS FAR FROM THE TREE AS
CENTERLINE
YELLOW
PARKING METER POST.
OF IN A SAFE MANNER. EXISTING IRRIGATION AND DRAINAGE LINES
PROTECTED WITH A GOOD, SUBSTANTIAL FENCE, FRAME OR BOX
RAISED PAVEMENT MARKER SPACING
AT THE CONTRACTORS COSTS. ALL LABOR, EQUIPMENT AND
PAYMENT SHALL BE MADE FOR EACH PROPOSED COLUMN.
CONTRACTOR SHALL CONTACT OWNER 14 DAYS BEFORE REMOVING
ITEM 202 - REMOVAL MISC; TELEPHONE POLE
POLE. THIS ITEM INCLUDES ITEMS; ITEM 625 - LUMINAIRE
REMOVED, ITEM 625 - LUMINAIRE SUPPORT REMOVED, ITEM 625 -
TREE PROTECTION DURING CONSTRUCTION
OF THE BRICK MASONRY COLUMN TO THE PROPOSED FOOTING.
CONTRACTOR SHALL CORRIDINATE WITH OWNER PRIOR TO
LUMINAIRE SUPPORT FOUNDATION REMOVED AND ITEM 625 - POWER
REMOVAL. THE COST FOR ALL WORK REQUIRED TO REMOVE THE
SERVICE REMOVED. ALL COSTS COVERED UNDER THESE ITEMS
TELEPHONE POLE, REMOVE FOUNDATION A MINIMUM OF 1' BELOW
SHALL BE INCLUDED IN ITEM 202 - REMOVE MISC; LIGHT POLE.
BRICK COLUMNS COVERED UNDER THIS ITEM ARE LOCATED AT:
1. PARCEL #21
2281 CLEVELAND AVE.
STA. 382+00
THE SURFACE AND DISPOSE OF MATERIALS SHALL BE INCLUDED IN
PUBLIC TREES WILL BE PROTECTED AGAINST INJURY OR DAMAGE TO
THE UNIT BID PRICE FOR ITEM 202 - REMOVAL MISC; TELEPHONE
BRANCHES, TRUNKS OR ROOTS FROM CONSTRUCTION AND
(EA)
EXCAVATION. CONTACT CITY OF COLUMBUS FORESTRY SECTION AT
614-645-6640.
ITEM 202 - REMOVAL MISC; SPRINKLER
ALL TREES PRUNING AND REMOVAL MUST BE DONE IN ACCORDANCE
THE CONTRACTOR SHALL REMOVE THE SPRINKLER AND CAP THE
WITH ANSI A300 AND ANSI Z133.1 STANDARDS. THS CONTRACTOR
WATER LINE TO MAINTAIN THE REST OF THE IRRIGATION SYS-
PERFORMING THE WORK MUST BE A PROFESSIONAL TREE CARE
TEM. UPON COMPLETION OF REMOVAL THE CONTRACTOR IS
COMPANY WITH A CERTIFIED ARBORIST ON STAFF AVAILABLE TO
TO TEST THE IRRIGATION SYSTEM AND VERIFY ALL SPRINKLERS
DIRECT ON-SITE CREW.
REMAINING OPPERATE AS THEY DID PRE-CONSTRUCTION WITH
ITEM 202 - REMOVE MISC.: WALL
ITEM 202 - EXISTING MANHOLE CLEANED, AS PER PLAN
THIS ITEM SHALL INCLUDE ALL THE LABOR, EQUIPMENT,
THIS ITEM SHALL BE PERFORMED IN ELECTRICAL AND
EXCAVATION AND DISPOSAL REQUIRED TO REMOVE THE EXISTING
COMMUNICATIONS DUCTBANK MANHOLES AS DIRECTED BY THE
LANDSCAPE WALL. THE WALL SHALL BE EXCAVATED TO A MINIMUM
ENGINEER, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
OF 1' BELOW THE PROPOSED SURFACE.
20 EACH
30
NO LEAKS.
3163-E
486
DATE: 3/24/2016
5.
OF
BE AVOIDED.
- C IT Y
RPMs SHALL NOT BE INSTALLED WITHIN INTERSECTIONS.
C O LU M B U S
ITEM 202 - REMOVAL MISC; PARKING METER POST
3.
N O T ES
TO CURBS EVEN IF EDGE LINE EXISTS.
COVER ALL LABOR, STORAGE AND MATERIALS NEEDED TO
G EN ERA L
WHITE EDGELINE RPMs SHALL NOT BE INSTALLED ADJACENT
PLAQUE AS IT WAS PREVIOUSLY INSTALLED. THIS ITEM IS TO
AVE
2.
ITEM 202 - RELOCATE MISC.: PLAQUE
CHECKED
THE COST FOR ALL WORK REQUIRED TO REMOVE, CAP, TEST
OVER THE CRITICAL ROOT ZONE OF EXISTING TREE. RESTRICTED
CO TA
C LE V E LA N D
BRT
1.
CALCULATED
HEAVY EQUIPMENT WILL NOT BE ALLOWED TO COMPACT THE SOIL
RAISED PAVEMENT MARKER NOTES
ITEM SPECIAL - GRANITE CURB REMOVED FOR REUSE
THIS ITEM SHALL INCLUDE ALL THE LABOR, MATERIALS AND
-FURNISH AND PLACE EPOXY COATED REINFORCING STEEL AS
THE CONTRACTOR SHALL CAREFULLY REMOVE, CLEAN AND STORE
THE CONTRACTOR SHALL REMOVE, CLEAN AND STORE GRANITE CURB
EQUIPMENT REQUIRED TO INSTALL PROPOSED WROUGHT IRON
PER PLAN IN ACCORDANCE WITH ITEM 509 - REINFORCING
EXISTING BRICK PAVERS AS NEEDED FOR EXCAVATION. THE STORED
TO BE REUSED. THE CURB SHALL BE CAREFULLY REMOVED WITHOUT
FENCING, AND RESTORE THE FENCING IN THE CONFIGURATION
STEEL.
BRICKS SHALL BE REUSED TO RESTORE THE ROAD BACK TO
DAMAGE AND CLEANED FOR RE-USE. THE CONTRACTOR SHALL
SHOWN IN THE PLANS INCLUDING ATTACHEMENT OF THE FENCING TO
-FORM AND PLACE CLASS C CONCRETE AS PER PLAN IN
ORIGINAL CONDITION. BRICKS DAMAGED DURING REMOVAL SHALL BE
STORE THE CURB UNTIL IT IS TIME FOR REBUILDING.
THE BRICK MASONRY COLUMNS. WORK MAY INCLUDE RETROFITTING
ACCORDANCE WITH ITEM 511 CONCRETE FOR STRUCTURES.
REPLACED WITH APPROVED EQUAL AT THE CONTRACTOR'S EXPENSE.
INSTALLATION OF CURB SHALL FOLLOW THE GRANITE CURB DETAIL
OF THE FENCE TO ACCOMMODATE THE NEW COLUMN SPACING.
CURING SHALL BE METHOD B, MEMBRANE CURING. SURFACE
REINSTALLATION OF THE PAVERS SHALL MATCH THE ORIGINAL BRICK
339 .
ON SHEET
PROPOSED FENCE SHALL MATCH COLOR, SIZE, PATERN, MATERIAL
FINISH SHALL BE A RUBBED FINISH.
PATTERN AND FOLLOW THE CITY STANDARD DRAWING 1441.
AND APPEARANCE OF EXISTING FENCE. FENCE SHALL BE PAINTED IN
-FURNISH AND INSTALL CONDUIT, GROUNDING RODS, GROUND
A MATCHING COLOR WITH AN APPROVED SURFACE TOLERANT
WIRES AND PYLON ANCHOR BOLTS AS PER PLAN.
THE COST FOR ALL LABOR AND EQUIPMENT TO REMOVAL, CLEAN,
STORE THE GRANITE CURB SHALL BE INCLUDED IN THE UNIT BID
POLYURETHANE PAINT. PAYMENT SHALL BE MADE FOR THE NUMBER
-BACKFILL AS PER PLAN IN ACCORDANCE WITH ITEM 203 -
STORE AND REINSTALL THE BRICK PAVERS SHALL BE INCLUDED IN
PRICE FOR ITEM SPECIAL - GRANITE CURB REMOVED FOR REUSE (FT).
OF LINEAR FEET OF FENCE.
EMBANKMENT.
THE UNIT BID PRICE FOR ITEM 202 - SPECIAL; BRICK ROAD REMOVED
IRON FENCE COVERED UNDER THIS ITEM IS LOCATED AT:
TEMPORARY SHORING OF EXCAVATIONS SHALL NOT BE PAID
ANY EXCESS MATERIAL SHALL BE RETURNED TO THE CITY.
SEPERATELY, BUT INCIDENTAL TO THE WORK AND INCLUDED IN
ITEM SPECIAL - GRANITE WALK REMOVED FOR REUSE
ITEM SPECIAL - CONCRETE BUS PAD
THE UNIT PRICE OF THE FOUNDATION. THE CONTRACTOR
THE CONTRACTOR SHALL REMOVE, CLEAN AND STORE GRANITE
SHALL LOCATE AND PROTECT UTILITIES ADJACENT TO THE
PAVERS TO BE REUSED. THE PAVERS SHALL BE CAREFULLY
EXCAVATION AS NECESSARY. THE UNIT COST FOR THESE
REMOVED WITHOUT DAMAGE AND CLEANED FOR RE-USE. THE
ITEM 608 - CONCRETE WALK, 4", AS PER PLAN
ITEMS SHALL BE FOR EACH MARKER FOUNDATION INSTALLED
CONTRACTOR SHALL STORE THE PAVERS UNTIL IT IS TIME FOR
COMPLETE IN PLACE.
REBUILDING. INSTALLATION OF PAVEMENT SHALL FOLLOW THE
ITEM 608 - CONCRETE WALK, CLASS S, 8", AS PER PLAN
THE COST FOR ALL WORK REQUIRED TO REMOVE, CLEAN, STORE
HEIGHT CURB SHALL BE FORMED AND PLACED IN ACCORDANCE WITH
THE CONTRACTOR SHALL USE ITEM 304 - 4" AGGREGATE BASE AS A
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE
AND REINSTALL THE PAVERS SHALL BE INCLUDED IN THE UNIT BID
ITEM 609.04 CAST-IN-PLACE CONCRETE CURB, AND PLACED
BASE MATERIAL FOR THE PROPOSED WALKS. THE AGGREGATE BASE
LOCATION THE PLANTERS CAN BE RELOCATED. THIS ITEM SHALL
PRICE FOR ITEM SPECIAL - GRANITE WALK REMOVED FOR REUSE
MONOLITHICALLY WITH STATION PAD CONCRETE.
AND ALL OTHER ITEMS COVERED IN ITEM 608 - CONCRETE WALK
INCLUDE ALL LABOR AND EQUIPMENT REQUIRED TO RELOCATE THE
(SF).
SHALL BE INCLUDED IN THE COST OF;
PLANTERS. COST OF THIS ITEM SHALL BE
ITEM SPECIAL - LANDSCAPE CURB
ITEM 608 - CONCRETE WALK, BRUSH WASH, 4", AS PER PLAN
THE PER SQUARE FOOT UNIT COST SHALL INCLUDE ALL LABOR,
THE ACCEPTED QUANTITIES OF GRANITE PAVERS WILL BE PAID
MATERIALS AND EQUIPMENT REQUIRED TO FURNISH AND INSTALL THE
FOR AT THE CONTRACT PRICES DESIGNATED FOR EACH OF THE
FORMWORK, EPOXY COATED REINFORCING STEEL, CLASS C
PAVER TYPES SHOWN ON THE PLANS. EXCAVATION, BACKFILL,
CONCRETE, STRIP FORMWORK AND PROVIDE AND PLACE EMBANKMENT
EXPANSION JOINT MATERIAL, ASPHALT ADHESIVE, BITUMINOUS
BACKFILL BEHIND THE CURB.
THIS ITEM SHALL INCLUDE ALL THE LABOR, EQUIPMENT,
SETTING BED, 4 INCH CONCRETE BASE, AND OTHER RELATED
EXCAVATION AND MATERIALS INCLUDING CONCRETE, AGGREGATE,
MISCELLANEOUS ITEMS WILL NOT BE PAID FOR SEPARATELY, BUT
THE UNIT OF MEASURE FOR THIS ITEM SHALL BE THE NUMBER OF
REBAR, AND EXPANSION JOINT REQUIRED TO CONSTRUCT A CLASS
THE COST THEREOF SHALL BE INCLUDED IN THE COST OF THE
SQUARE FEET OF VERTICAL CURB FACE ABOVE THE TOP OF
C CONCRETE LANDSCAPING CURB. THE PROPOSED LANDSCAPE CURB
GRANITE PAVERS OF WHICH THEY ARE A PART.
CONCRETE STATION PAD COMPLETE IN PLACE.
THE CONTRACTOR SHALL USE A BRUSH WASH FINISH TO MATCH THE
SHALL MATCH THE DIMENSIONS OF THE EXISTING LANDSCAPING
EXISTING CONCRETE FINISH. ITEM 304 - 4" AGGREGATE BASE SHALL
WALL THAT WAS REMOVED FOR THE INSTALLATION OF THE STATION
ITEM SPECIAL - GRANITE WALK REMOVED
.........60 SF
BE USED AS A BASE MATERIAL FOR THE PROPOSED WALKS. THE
PAD. INSTALLATION OF LANDSCAPING CURB SHALL FOR THE
FOR REUSE
BRUSH FINISH, AGGREGATE BASE AND ALL OTHER ITEMS COVERED IN
340 . THE LANDSCAPING CURB
LANDSCAPE CURB DETAIL ON SHEET
ITEM 608 - CONCRETE WALK SHALL BE INCLUDED IN THE COST OF;
SHALL BE FORMED AND PLACED IN ACCORDANCE WITH ITEM 609.04
ITEM 608 - CONCRETE WALK, BRUSH WASH, 4", AS PER PLAN
RESTORED TO THE EXISTING BRICK PATTERN UPON COMPLETION OF
PAVERS DAMAGED DURING REMOVAL SHALL BE REPLACED WITH AN
WORK. INSTALLATION OF PAVEMENT SHALL FOLLOW THE BRICK
THE UNIT OF MEASURE FOR THIS ITEM SHALL BE THE NUMBER OF
ENGINEER APPROVED EQUAL. A CONTINGENCY COST FOR
PAVER DETAIL ON SHEET
341 .
SQUARE FEET OF VERTICAL CURB FACE ABOVE THE TOP OF
APPROVED REPLACEMENT PAVERS SHALL BE INCLUDED IN THE UNIT
CONCRETE STATION PAD COMPLETE IN PLACE.
BID PRICE FOR ITEM 608 - MISC; GRANITE WALK PAVERS (SF). ALL
THE COST FOR ALL FOR ALL WORK REQUIRED TO REMOVE, CLEAN,
OTHER COSTS FOR INSTALLATION SHALL BE COVERED UNDER ITEM
STORE AND REINSTALL BRICK PAVEMENT SHALL BE INCLUDED IN THE
SPECIAL - GRANITE WALK REMOVED FOR REUSE (SF). THE
UNIT BID PRICE FOR ITEM SPECIAL - BRICK WALK REMOVED FOR
FOLLOWING QUANTITY IS PROVIDED AS A CONTINGENCY:
REUSE (SF).
CONTRACTOR TO MATCH EXISTING BRICK IN COLOR, SIZE AND
PATTERN WHEN PLACING BRICK NEAR EXISING BRICK. NEW BRICK
ITEM SPECIAL - PARKING BLOCK REMOVED FOR REUSE
WALK SHALL BE INSTALLED ACCORDING TO DETAIL ON SHEET
341 .
THIS ITEM IS TO COVER ALL LABOR, EQUIPMENT, AND MATERIAL
THIS ITEM SHALL INCLUDE THE LABOR, MATERIALS, EQUIPMENT AND
REQUIRED TO INSTALL NEW BRICK WALK. THE UNIT COST FOR THE
STORAGE REQUIRED TO CARFULLY REMOVE THE EXISTING PARKING
ITEM SHALL BE FOR EACH SQUARE FOOT OF BRICK WALK
BLOCK AND REINSTALL. THE CONTRACTOR SHALL CUT EXISTING
COMPLETED IN PLACE.
ANCHORS TO SURFACE LEVEL UPON REMOVAL OF THE EXISTING
ITEM 608 - MISC; GRANITE WALK PAVERS.........400 SF
PAVERS DAMAGED DURING REMOVAL SHALL BE REPLACED WITH
ENGINEER APPROVED EQUAL UNDER ITEM SPECIAL - BRICK WALK
ITEM SPECIAL - CONCRETE STATION PAD
REMOVED FOR REUSE (SF).
ALL WORK FOR THIS ITEM SHALL BE IN ACCORDANCE WITH ITEM 608
THE ACCEPTED QUANTITIES OF BRICK PAVERS WILL BE PAID FOR
CONCRETE WALK AND AS SHOWN IN THE PLANS. THE PER SQUARE
AT THE CONTRACT PRICES DESIGNATED FOR EACH OF THE PAVER
FOOT UNIT COST SHALL INCLUDE ALL LABOR AND MATERIALS
TYPES SHOWN ON THE PLANS. EXCAVATION, BACKFILL,
REQUIRED TO FURNISH AND INSTALL THE AGGREGATE BASE, EPOXY
EXPANSION JOINT MATERIAL, ASPHALT ADHESIVE, BITUMINOUS
COATED REINCFORCING STEEL, CLASS C CONCRETE, SAWCUT JOINTS,
SETTING BED, 4 INCH CONCRETE BASE, AND OTHER RELATED
CAULK JOINT FILLER, PREFORMED EXPANSION JOINT FILLER AND
MISCELLANEOUS ITEMS WILL NOT BE PAID FOR SEPARATELY, BUT
CURING OF CONCRETE.
THE COST THEREOF SHALL BE INCLUDED IN THE COST OF THE
BLOCK.
ITEM 625 MISC.: MARKER TYPE C FOUNDATION
ITEM 625 MISC.: MARKER TYPE E-1 FOUNDATION
BRICK PAVERS OF WHICH THEY ARE A PART.
ITEM SPECIAL - BRICK WALK REMOVED
..............120 SF
ITEM 625 MISC.: MARKER F FOUNDATION
FOR REUSE
THESE ITEMS SHALL INCLUDE THE LABOR, MATERIALS AND
EQUIPMENT REQUIRED TO CONSTRUCT A REINFORCED CONCRETE
FOOTING AND PEDESTAL AS SHOWN IN THE PLAN SHEETS S-1 & S-2.
THE UNIT COST OF THESE ITEMS SHALL INCLUDE ALL LABOR ,
MATERIALS AND EQUIPMENT REQUIRED TO:
31
3163-E
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DATE: 3/24/2016
ITEM 625 MISC.: MARKER TYPE D FOUNDATION
AVE
AM
BRICK PAVERS TO BE REUSED AS NEEDED. THE WALK SHALL BE
CO TA
C LE V E LA N D
BRT
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ITEM 608 - MISC; BRICK WALK
ITEM SPECIAL - BRICK WALK REMOVED FOR REUSE
THE CONTRACTOR SHALL REMOVE, CLEAN AND STORE EXISTING
ITEM 608 - MISC; GRANITE WALK PAVERS
CAST-IN-PLACE CONCRETE CURB.
2/15/2016 10:35:43
ALL WORK FOR THIS ITEM SHALL BE IN ACCORDANCE WITH ITEM 608
CONCRETE WALK AND AS SHOWN IN THE PLANS. THE VARIABLE
ITEM SPECIAL - PLANTERS RELOCATED
FOR EACH PLANTER RELOCATED. COMPLETE IN PLACE.
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ITEM SPECIAL - CONCRETE STATION PAD CURB
OF
GRANITE PAVER DETAIL ON SHEET
341.
SEE STANDARD DRAWING 2332
- C IT Y
STA. 382+00
N O T ES
2281 CLEVELAND AVE.
C O LU M B U S
THE COST FOR ALL LABOR AND EQUIPMENT TO REMOVE, CLEAN, AND
FOR REUSE (SF).
1. PARCEL #21
CHECKED
ITEM SPECIAL - BRICK ROAD REMOVED FOR REUSE
WITH ITEM 503 - EXCAVATION FOR STRUCTURES.
G EN ERA L
-EXCAVATE FOR THE PROPOSED FOOTING IN ACCORDANCE
CALCULATED
ITEM 607 - MISC.: FENCE, IRON
GENERAL NOTES (CONTINUED)
GENERAL UTILITY NOTES
CROSSINGS AND CONNECTIONS TO EXISTING PIPES
TO THE CITY OF COLUMBUS NOTES FOR WORK NOT COVERED
THROUGH CONSTRUCTION OPERATIONS. THE CONTRACTOR WILL
INVESTIGATION, SUPPORT, PROTECTION, AND RESTORATION
THE LOCATION OF EXISTING UTILITIES AND STRUCTURES SHOWN
ON THIS PAGE.
BE RESPONSIBLE FOR ANY CLAIM OF DAMAGE TO TREES BEYOND
OF ALL EXISTING UTILITIES AND APPURTENANCES SHALL BE
ON THE PLANS ARE BASED ON AVAILABLE RECORDS AT THE TIME
THE CONSTRUCTION LIMITS AND IN CASES WHERE TREES ARE
THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF
OF SURVEY. THEY ARE SHOWN AS ACCURATELY AS POSSIBLE AND
REQUIRED OR DESIGNATED TO BE PRESERVED. ALL TREES,
THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VAR-
THE DESIGN ENGINEER AND THE OWNER ASSUME NO RESPONSI-
OTHER THAN THOSE SPECIFICALLY NOTED ON THE PLANS TO BE
IOUS UTILITY ITEMS.
BILITY AS TO THE ACCURACY OF THE UNDERGROUND FACILITIES
DONE WITHIN THE WESTERVILLE CITY LIMITS. PLEASE REFER
DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATER-
SHOWN ON THE PLANS.
THE FLOW OF ALL SEWERS, DRAINS, AND WATER COURSES
DISTURBED DURING THE PROSECUTION OF THE WORK SHALL
THE CONTRACTOR IS RESPONSIBLE, PRIOR TO CONSTRUCTION,
IALS SPECIFICATIONS (ODOT), AND THE 2012 EDITION OF THE
DUE TO ENVIRONMENTAL CONSTRAINTS, TREES THAT ARE 4" OR
BE RESTORED BY THE CONTRACTOR TO A CONDITION EQUAL
TO DETERMINE THE ACTUAL LOCATION AND ELEVATION OF ALL
CITY OF COLUMBUS CONSTRUCTION AND MATERIALS SPECIFICA-
LARGER IN DIAMETER SHALL NOT BE CUT DOWN BETWEEN THE
TO, OR BETTER THAN, IT'S ORIGINAL CONDITION AND BE
EXISTING UTILITIES WHETHER SHOWN ON THE PLANS OR NOT.
TIONS (COLS) WHERE SPECIFIED, INCLUDING ALL SUPPLEMENTS,
DATES OF APRIL 1 AND SEPTEMBER 30. THE CONTRACTOR SHALL
SATISFACTORY TO THE ENGINEER. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL CALL O.U.P.S. AT (800) 362-2764
SHALL GOVERN ALL MATERIALS AND WORKMANSHIP INVOLVED IN
MAKE ALLOWANCES IN THE BID FOR COMPLYING WITH THIS
DIGITAL VIDEO RECORD ALL REPAIRS AND SUBMIT THIS
TWO FULL WORKING DAYS PRIOR TO THE START OF CONSTRUC-
THE IMPROVEMENTS SHOWN ON THIS PLAN.
REQUIREMENT AND SHALL RECEIVE NO ADDITIONAL COMPENSA-
VIDEO, IN STANDARD DVD FORMAT, TO THE ENGINEER FOR
TION.
TION BECAUSE OF THE NEED TO CONFORM TO THESE CON-
REVIEW AND APPROVAL. ALL DVD'S SHALL BE REVIEWED AND
STRAINTS DURING CONSTRUCTION.
APPROVED BY THE ENGINEER PRIOR TO THE START OF ANY
WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO BE CON-
PAVING OPERATION. THE COST OF THIS WORK SHALL BE
NECTED TO OR CROSS OVER OR UNDER AN EXISTING SEWER OR
INCLUDED IN THE PRICE BID FOR VARIOUS RELATED ITEMS.
UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE
ANY MODIFICATIONS TO THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS SHALL HAVE PRIOR WRITTEN APPROVAL OF
THE ENGINEER.
THE CONTRACTOR SHALL REFERENCE ALL IRON PINS AND MONUMENTS BEFORE EXCAVATING NEAR THEM. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY
THE CONTRACTOR SHALL PROVIDE MINIMUM CLEARANCES OF
THE ENGINEER PRIOR TO THE BEGINNING OF ANY WORK. INFOR-
PINS OR MONUMENTS DETERMINED TO BE MISSING. ALL PINS
1.5 FEET VERTICALLY AND 3 FEET HORIZONTALLY BETWEEN
MATION PERTAINING TO THE PRECONSTRUCTION CONFERENCE
AND MONUMENTS DISTURBED DURING THE COURSE OF THE WORK
ALL UNDERGROUND UTILITIES AND 5 FEET FROM ALL UTILITY
IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING
CAN BE OBTAINED BY CALLING (614) 901-6650.
SHALL BE ACCURATELY RESET BY A SURVEYOR REGISTERED IN
POLES AND STREET LIGHT POLES. NO UTILITY FACILITY SHALL
CONDUIT OR EXISTING APPURTENANCE TO BE CONNECTED DIF-
THE STATE OF OHIO AT THE CONTRACTOR'S EXPENSE.
BE INSTALLED WITH LESS THAN THESE MINIMUM CLEARANCES
FERS FROM THE PLAN ELEVATION OR RESULTS IN A CHANGE IN
WITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNERS OF
THE PLAN CONDUIT SLOPE, THE ENGINEER SHALL BE NOTIFIED
THE FACILITIES INVOLVED.
BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE
THE CONTRACTOR SHALL PROVIDE INFORMATION NECESSARY
TO DEVELOP FINAL AS-BUILT PLANS FOR THE PROJECT. THE
THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO THE PRO-
CONTRACTOR SHALL, AS WORK PROGRESSES, MAINTAIN AN
JECT WORK LIMITS AND SHALL NOT TRESPASS UPON PRIVATE
ONGOING SET OF PLANS, MARKED IN RED, WITH A RECORD OF
PROPERTY WITHOUT PRIOR WRITTEN PERMISSION OF THE PROP-
THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES
ACTUAL CONSTRUCTION INCLUDING FIELD CHANGES IN DIMEN-
ERTY OWNER.
PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HOR-
SION AND DETAIL, CHANGES MADE BY CHANGE ORDER, DETAILS
PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE
IN THE EXISTING ELEVATIONS.
IZONTAL CLEARANCES WITH PROPOSED CONSTRUCTION. THE
IF IT IS DETERMINED THAT THE PROPOSED CONDUIT WILL INTER-
THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL
COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR
SECT AN EXISTING SEWER OR UNDERGROUND UTILITY IF CON-
AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND
CONSTRUCTION ONLY. THE INSTALLATION AND OPERATION OF
VARIOUS RELATED ITEMS.
STRUCTED AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE
APPURTENANCES REFERENCED TO PERMANENT SURFACE IMPROVE-
ALL TEMPORARY TRAFFIC CONTROL DEVICES REQUIRED BY THE
MENTS.
CONTRACT DOCUMENTS SHALL BE PROVIDED BY THE CONTRAC-
THE SEPARATION BETWEEN WATER LINES AND ALL SEWERS SHALL
OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY THE
TOR WHETHER INSIDE OR OUTSIDE OF THESE WORK LIMITS.
CONFORM TO THE REQUIREMENTS OF THE RECOMMENDED STAND-
INTERFERENCE WITH AN EXISTING FACILITY.
NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION
ARDS FOR WASTEWATER FACILITIES. THE BACKFILL BETWEEN ALL
BE AVAILABLE FOR REVIEW BY THE ENGINEER WHEN REQUESTED.
ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED
POINTS OF CROSSING BETWEEN ALL UTILITIES SHALL BE IN AC-
NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK AND
AS A CONDITION OF FINAL ACCEPTANCE, THESE AS-BUILT PLANS
DURING NON-WORKING HOURS. ALL STREET PLATES SHALL BE
CORDANCE WITH COLS ITEM 613 TYPE I, II, OR III.
ALL CONNECTIONS THEREWITH SHALL BE INCLUDED IN THE
SHALL BE TRANSMITTED TO (AND BECOME THE PROPERTY OF)
SECURED WITH ASPHALT PLACED AROUND THE PERIMETER. THE
THE CITY OF WESTERVILLE AND OWNER.
CONTRACTOR SHALL MAINTAIN THE PLATES IN A SECURE, SAFE
THE BACKFILL UNDER ANY PAVEMENT OR WITHIN THE PAVEMENT
CONDITION.
INFLUENCE LINE (AS SHOWN IN CITY OF COLUMBUS STANDARD
WORK HOURS SHALL BE IN ACCORDANCE WITH CITY OF COLUMBUS
PRICE BID FOR THE ITEMS TO WHICH THIS WORK IS INCIDENTAL.
DRAWING 2179) SHALL BE COMPACTED THE FULL WIDTH OF THE
CONSTRUCTION AND MATERIAL SPECIFICATIONS ITEM 108.04A
DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE
TRENCH BY MEANS OF APPROVED MECHANICAL DEVICES TO MEET
AND 108.04B EXCEPT THAT NO WORK SHALL COMMENCE PRIOR
TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT
THE REQUIREMENTS OF COLS ITEM 912. ALL OTHER BACKFILL
TO 7 A.M.
CONTROL PER THE STANDARDS AND SPECIFICATIONS OF THE
SHALL MEET THE REQUIREMENTS OF COLS ITEM 911. THE ITEM
WATER MANAGEMENT AND SEDIMENT CONTROL FOR URBAN-
912 BACKFILL SHALL EXTEND FROM THE BOTTOM OF THE TRENCH
IZING AREAS MANUAL OF THE SOIL CONSERVATION SERVICE.
TO THE TOP OF THE PAVEMENT SUBGRADE FOR TRENCHES UNDER
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY RE-
PAVEMENTS OR TO THE TOP OF THE PAVEMENT INFLUENCE LINE
QUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT
ONLY NEW MATERIAL SHALL BE FURNISHED. THE CONTRACTOR
ALL TIMES FOR THE PROTECTION OF ALL PERSONS, INCLUDING
SHALL SUBMIT INVOICES TO THE CITY FOR ALL ITEMS SHOWING
EMPLOYEES, AND PROPERTY. IT IS ALSO THE SOLE RESPONSI-
NEW MATERIALS HAVE BEEN FURNISHED. ITEMS SHALL BE DE-
BILITY OF THE CONTRACTOR TO INITIATE, MAINTAIN, AND
LIVERED IN ORIGINAL PACKING.
FOR TRENCHES NOT UNDER PAVEMENTS.
THE USE OF RECYCLED 304 IS NOT PERMITTED.
SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND
THE CONTRACTOR SHALL FURNISH AND MAINTAIN SANITARY
CONVENIENCE FACILITIES FOR ALL PROJECT PERSONNEL FOR
ALL SIGNS, FENCES, DRAINAGE STRUCTURES, LANDSCAPING,
THE DURATION OF THE WORK.
CURBING AND PAVEMENT SURFACES ETC. DISTURBED DURING
BY THE CONTRACTOR. UNLESS OTHERWISE PROVIDED IN THE
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THE CONSTRUCTION OF THIS PROJECT SHALL BE RESTORED
CONTRACT, THE COST OF ALL SUCH WORK SHALL BE INCLUDED
IN THE PRICE BID FOR VARIOUS ITEMS.
TREES DENOTED AS SAVE ON THE PLANS SHALL BE PRESERVED. TREES LOCATED WITHIN THE CONSTRUCTION LIMITS IN
GENERAL SHALL ALSO BE PRESERVED UNLESS THEY DIRECTLY
INTERFERE WITH CONSTRUCTION OPERATIONS. PROPER PROTECTION SHALL BE PROVIDED FOR TREES SUBJECT TO DAMAGE
32
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DATE: 3/24/2016
PROGRAMS IN CONNECTION WITH THIS WORK.
AVE
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BEFORE STARTING TO LAY THE PROPOSED CONDUIT.
NOT IN ORIGINAL CONTRACT DOCUMENTS, AND HORIZONTAL
THESE AS-BUILT PLANS SHALL BE UPDATED WEEKLY AND SHALL
2/15/2016 10:35:46 AM
EXISTING PIPES OR UTILITIES BOTH AS TO LINE AND GRADE
A PRECONSTRUCTION CONFERENCE SHALL BE SCHEDULED BY
W E S T E R V ILLE
REMOVAL.
OF
ORDINANCE 92-78, THE 2013 EDITION OF THE STATE OF OHIO
- C IT Y
REMOVED, REQUIRE THE APPROVAL OF THE ENGINEER PRIOR TO
N O T ES
THE CITY OF WESTERVILLE REQUIREMENTS, AS ADOPTED BY
G EN ERA L
GENERAL NOTES
CHECKED
CALCULATED
THE CITY OF WESTERVILLE GENERAL NOTES COVER ONLY WORK
EXISTING ROOF DRAINS, FOOTING DRAINS, AND YARD DRAINS
ALL ITEMS OF WORK SPECIFIED IN THE CONTRACT DOCUMENTS
DISTURBED BY THE WORK SHALL BE PROVIDED WITH AN UNOB-
FOR WHICH NO SPECIFIC METHOD OF PAYMENT IS PROVIDED
STRUCTED OUTLET BY CONNECTING TO A STORM WATER MAN-
SHALL BE PERFORMED BY THE CONTRACTOR AND THE COST
AGEMENT FACILITY.
SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS RELATED
CHECKED
MISCELLANEOUS ITEMS
CALCULATED
RESIDENTIAL AND COMMERCIAL DRAINAGE CONNECTIONS
ITEMS.
TRAFFIC NOTES
SECTIONS APPLIES TO ALL CROSS SECTIONS EVEN IF SHOWN
MAINTAINED, AND REMOVED BY THE CONTRACTOR IN ACCORDANCE
OTHERWISE.
W E S T E R V ILLE
THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL
ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED,
WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
FOR STREETS AND HIGHWAYS (OMUTCD), CURRENT EDITION.
AT LOCATIONS WHERE THE CURB AND ELECTRIC CONDUIT CROSS,
THE CURB SHALL BE MARKED WITH AN "E". THIS COST OF THIS
THE MOT PLANS SHALL BE PREPARED BY AN ENGINEER REGIS-
MARKING SHALL BE INCLUDED IN THE PRICE BID FOR RELATED
TERED IN THE STATE OF OHIO AND SHALL BE SUBMITTED A
ITEMS.
MINIMUM OF SEVEN WORK DAYS PRIOR TO THE DATE NEEDED
FOR THEIR APPROVAL.
THE PRICE QUOTED SHALL INCLUDE ALL ITEMS OF LABOR, MATERIALS, TOOLS, EQUIPMENT, INSURANCE, AND OTHER COSTS
FARM DRAINS
NECESSARY TO FULLY COMPLETE THE WORK PURSUANT TO THE
PROJECT READY FOR OPERATION. ANY WORK ITEMS AND APPUR-
TORS WHICH ARE LOCATED BELOW THE ROADWAY DITCH ELEVA-
TENANCES OMITTED FROM THE CONTRACT DOCUMENTS, WHICH
TIONS, AND WHICH CROSS THE ROADWAY, SHALL BE REPLACED
ARE CLEARLY NECESSARY FOR THE COMPLETION OF SUCH WORK,
WITHIN THE CONSTRUCTION LIMITS WITH ODOT ITEM 611 TYPE B
SHALL BE CONSIDERED A PART OF SUCH WORK ALTHOUGH NOT
CONDUIT ONE COMMERCIAL SIZE LARGER THAN THE EXISTING
DIRECTLY SPECIFIED OR CALLED FOR IN THE CONTRACT DOCU-
CONDUIT.
MENTS.
ITEM 614 - MAINTENANCE OF TRAFFIC
THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM
- C IT Y
TRACT DOCUMENTS TO PROVIDE AND REQUIRE A COMPLETED
BE PROVIDED WITH UNOBSTRUCTED OUTLETS. EXISTING COLLEC-
OF
CONTRACT DOCUMENTS. IT IS THE INTENTION OF THE CONALL FARM DRAINS ENCOUNTERED DURING CONSTRUCTION SHALL
WORK FOR ITEMS DESIGNATED TO BE USED AS DIRECTED BY THE
IF EXISTING TRAFFIC CONTROL SIGNS CONFLICT WITH THE PRO-
ENGINEER UNLESS AUTHORIZED BY THE ENGINEER.
REMOVED WITH THE WRITTEN APPROVAL OF THE ENGINEER.
INGRESS AND EGRESS SHALL BE MAINTAINED AT ALL TIMES FOR
THESE SIGNS SHALL BE REINSTALLED AT PROPER HEIGHT AND
THE PROPERTIES IMPACTED BY THE WORK.
N O T ES
POSED MAINTENANCE OF TRAFFIC SIGNS THEY CAN ONLY BE
AT APPROXIMATELY THE SAME LOCATIONS OR AS DIRECTED BY
THE ENGINEER. ANY EXISTING SIGNS OR POSTS THAT ARE DAM-
CURB RAMPS
CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CON-
CURB RAMPS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE
TRACTOR'S EXPENSE.
WITH THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSI-
G EN ERA L
AGED, AS DETERMINED BY THE ENGINEER, AS A RESULT OF THE
BILITY GUIDELINES. THE CONTRACTOR SHALL REFERENCE THE
ALL TRAFFIC SIGN MATERIAL, PERMANENT OR FOR MAINTENANCE
LATEST EDITION OF THE CITY OF COLUMBUS ADA CURB RAMP
OF TRAFFIC, SHALL BE IN ACCORDANCE WITH THE OHIO DEPART-
STANDARD DRAWINGS FOR ADDITIONAL DETAILS. FINAL ACCEPT-
MENT OF TRANSPORTATION CONSTRUCTION AND MATERIALS SPEC-
ANCE AND COMPLIANCE WITH ADA GUIDELINES SHALL BE THE
IFICATIONS ITEM 730.19.
SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL CURB RAMPS
WITH ADA GUIDELINES SHALL BE REMOVED AND RECONSTRUCTED
ESSARY FOR TRAFFIC MAINTENANCE, THEY SHALL BE INSTALLED
BY THE CONTRACTOR TO MEET ADA COMPLIANCE AT NO ADDI-
BY THE CONTRACTOR WITHIN 24 HOURS.
TIONAL COST TO THE CITY OF WESTERVILLE.
PAYMENT FOR ALL LABOR, EQUIPMENT, AND MATERIALS SHALL
SIDEWALKS WITHIN THE CITY OF WESTERVILLE SHALL BE INSTAL-
BE INCLUDED IN THE LUMP SUM PRICE BID FOR ITEM 614, MAIN-
LED USING CLASS S CONCRETE.
33
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OR ASSOCIATED CONCRETE WORK FOUND TO BE NON-COMPLIANT
SHOULD THE ENGINEER DETERMINE ADDITIONAL SIGNS ARE NEC-
2
Main St.
SB
N/A
3
Rich St.
NB
N/A
4
Town St.
SB
N/A
5
State St.
NB
N/A
6
State St.
SB
N/A
7
Broad St.
NB
N/A
8
Broad St.
SB
N/A
9
Long St.
NB
N/A
10
Long St.
SB
N/A
11
Nationwide Blvd.
NB
N/A
12
Nationwide Blvd.
SB
N/A
13
Nationwide Blvd. at 3rd
SB
N/A
14
Naghten St. at 5th
NB
14
15
Columbus State
NB
N/A
16
Columbus State
SB
N/A
17
Fort Hayes
NB
16
18
Fort Hayes
SB
N/A
19
2nd Ave.
SB
22.5
20
2nd Ave.
NB
19.5
21
5th Ave.
NB
N/A
22
5th Ave.
SB
17.5
23
11th Ave.
NB
N/A
24
11th Ave.
SB
N/A
25
17th Ave.
SB
N/A
26
17th Ave.
NB
22
27
24th Ave.
NB
17.5
28
24th Ave.
SB
N/A
29
Hudson St.
SB
N/A
30
Hudson St.
NB
16
31
Genessee Ave.
SB
N/A
32
Genessee Ave.
NB
18.5
33
Weber Rd.
SB
N/A
34
Weber Rd.
NB
18
35
Oakland Park Ave.
NB
18.5
36
Oakland Park Ave.
SB
N/A
37
Huy Rd.
NB
17
38
Huy Rd.
SB
N/A
39
Northern Lights
SB
N/A
40
Northern Lights
NB
16.5
41
Cooke Rd.
SB
N/A
42
Cooke Rd.
NB
19
43
Lehner Rd.
NB
18.5
44
Lehner Rd.
SB
N/A
45
Morse Rd.
SB
N/A
46
Morse Rd.
NB
19
47
Wallcrest Blvd.
SB
N/A
48
Wallcrest Blvd.
NB
17.5
49
Blendon Woods Blvd.
SB
21
50
Blendon Woods Blvd.
NB
18.5
51
Community Park Dr.
SB
21
52
Community Park Dr.
NB
N/A
53
Cooper Rd.
SB
N/A
54
Cooper Rd.
NB
N/A
55
St. Ann's Hospital
NB
N/A
56
St. Ann's Hospital
SB
N/A
57
Main St.
SB
N/A
58
Main St.
NB
12
59
Polaris Pkwy.
SB
N/A
60
Polaris Pkwy.
NB
N/A
61
Ohio Health Medical Campus
NB
N/A
ALL OVERHEAD UTILITY LINES SHALL MEET THE CLEARANCES OUTLINED IN THE NATIONAL
ELECTRIC CODE:
OH PRIMARY...............................................................18'6"
OH NEUTRAL OR SECONDARY..............................................16'0"
CLEARANCE BETWEEN NEUTRAL OR SECONDARY..........................40"
ALL OTHER ATTACHERS....................................................1'0"
34
CLEARANCE MEASUREMENT WAS TAKEN AT LOCATION OF PROPOSED MARKER.
DISTANCE IS FROM THE GROUND LEVEL TO THE LOWEST HANGING WIRE.
N/A - NO OVERHEAD WIRES IN THIS LOCATION
3163-E
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DATE: 3/24/2016
N/A
C LE A R A N C E
NB
U T ILIT Y
Mound St.
- O V ERH EA D
1
N O T ES
Clearance (ft)
G EN ERA L
Direction
AVE
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OVERHEAD UTILITY CLEARANCE NOTE:
Site
CHECKED
CALCULATED
Overhead Utility Clearance
VALVE BOXES, WATER SERVICE BOXES AND OTHER SURFACE
THE CITY OF COLUMBUS, CONSTRUCTION AND MATERIAL SPEC-
ALL WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH
ONLY ONE CONNECTION TO AN EXISTING WATER LINE IS PER-
IFICATIONS, 2012 EDITION AND ALL REVISIONS, INCLUDING ALL
SECTION 801.15 OF THE CITY OF COLUMBUS CONSTRUCTION AND
MITTED BEFORE DISINFECTION OF A NEW WATER LINE HAS BEEN
EXISITNG WATER SERVICE BOXES TO REMAIN THAT ARE ENCOUNT-
SUPPLEMENTS THERETO, SHALL GOVERN ALL CONSTRUCTION
MATERIALS SPECIFICATIONS. SPECIAL ATTENTION IS DIRECTED
COMPLETED. ALL OTHER CONNECTIONS MUST BE MADE AFTER
ERED WHEN CONSTRUCTING NEW DRIVEWAYS AND/OR SIDEWALKS
ITEMS THAT ARE A PART OF THIS PLAN, UNLESS OTHERWISE
TO APPLICABLE SECTIONS OF A.W.W.A. C-651. WHEN THE WATER
THE LINE HAS BEEN DISINFECTED. WHEN A 3-INCH OR LARGER
SHALL BE CLEANED OUT, CENTERED OVER THE CURB STOP, AND
NOTED.
MAINS ARE READY FOR DISINFECTION, THE INSPECTOR SHALL
TAP IS TO OCCUR ON A 20-INCH OR LARGER WATER MAIN, THE
ADJUSTED TO THE PROPOSED GRADE. ALL COSTS SHALL BE
SUBMIT A WRITTEN REQUEST FOR CHLORINATION OF THE MAINS
CONTRACTOR SHALL NOTIFY THE DIVISION OF WATER OPERA-
INCLUDED WITH THE BID PAYMENT FOR ITEM 807, SERVICE BOX
ALL WATER MAIN MATERIALS AND INSTALLATIONS SHALL BE IN
THAT NEED DISINFECTED, THREE (3) SETS OF "AS-BUILT" PLANS
TIONS CONTROL CENTER AT (614)-645-7168 TWENTY-FOUR (24)
ADJUSTED TO GRADE. NO SEPERATE PAYMENT SHALL BE MADE.
ACCORDANCE WITH THE CURRENT RULES AND REGULATIONS OF
(FULL SIZE SHEETS ONLY), THE AS-BUILT SURVEY COORDINATES,
HOURS IN ADVANCE OF PERFORMING THE TAP.
THE CITY OF COLUMBUS, DIVISION OF WATER. ALL CITY OF
WATER SERVICE REPORTS AND A PRESSURE TEST TO THE CITY
COLUMBUS, DIVISION OF WATER STANDARD DRAWINGS SHALL
OF COLUMBUS, DIVISION OF WATER. THE CONTRACTOR SHALL
FIRE HYDRANT RELOCATIONS SHALL CONFORM TO APPLICABLE
UTILITY STRUCTURES THAT ARE TO REMAIN SHALL BE ADJUSTED
APPLY TO THE PROJECT, UNLESS OTHERWISE NOTED.
BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH THE DISIN-
SECTIONS OF ITEM 809 OF THE CITY OF COLUMBUS CONSTRUC-
TO GRADE WHERE NEW WALK, PAVERS, CURB, OR PAVEMENT IS
FECTION OF ALL WATER MAINS CONSTRUCTED UNDER THIS PLANS.
TION AND MATERIAL SPECIFICATIONS. WORK SHALL CONSIST OF
CONSTRUCTED. PAYMENT SHALL BE INCLUDED WITHIN THE PER-
REMOVING THE EXISTING HYDRANT, INSTALLING NEW 6" PIPE AND
TINENT ADJUSTED TO GRADE BID ITEM.
STRUCTURES
SHALL BE PAINTED WITH THE COLOR "SAFETY ORANGE". THE FIRE
FROM BACK OF PROPOSED CURB OR 8 FEET OFF EDGE OF PAVE-
HYDRANTS SHALL BE PROVIDED WITH TWO COASTS IN A GLOSS
MENT, RESETTING HYDRANT AND BLOCKING AS REQUIRED. ALL
ALL BRASS FITTING ASSOCIATED WITH WATER WORK, INCLUDING
ENAMEL OF THE "SAFETY ORANGE" COLOR FOR THE ENTIRE HY-
6" PIPE SHALL BE INSTALLED AT 4'-0" MINIMUM COVER. HYDRANT
REPAIRS TO THE EXISTING SYSTEM, SHALL CONFORM TO THE
DRANT. THE TOPS OF THE FIRE HYDRANT ARE NO LONGER RE-
EXTENSIONS SHALL BE PROVIDED PER ITEM 810, AS REQUIRED.
REVISED ALLOWABLE LEAD EXTRACTION LIMIT PER THE UPDATED
QUIRED TO BE PAINTED BLACK. AFTER INSTALLATION OF FIRE
RELOCATED FIRE HYDRANTS SHALL BE ADJUSTED TO PROPER
NSF/ANSU 61 STANDARD. THE DIVISION OF WATER'S APPROVED
HYDRANTS, THE CONTRACTOR IS RESPONSIBLE TO APPLY TOUCH
GRADE AND FACED IN THE PROPPED DIRECTION. WHEN A HYDRANT
MATERIALS LIST HAS BEEN UPDATED TO REFLECT THIS REQUIRE-
UP PAINT TO ANY DAMAGE TO THE FACTORY APPLIED HYDRANT
IS RELOCATED FIFTEEN (15) FEET OR MORE FROM THE "TYPICAL
MENT.
PAINT. HYDRANTS WILL NOT BE ACCEPTED UNTIL ANY PAINT
HYDRANT SETTING" VALVE LOCATION (SEE L-6409 & L-6637),
DAMAGE FROM SHIPPING OR INSTALLATION HAS BE REPAIRED.
AN ADDITIONAL VALVE SHALL BE INSTALLED, AND RESTRAINED,
IT SHALL BE UNLAWFUL FOR ANY PERSON TO PERFORM ANY WORK
USE HYDRANT TOUCH UP PAINT IN ACCORDANCE WITH THE AP-
WITHIN TWO (2) FEET OF THE RELOCATED HYDRANT. PAYMENT
ON CITY OF COLUMBUS WATER LINE SYSTEMS WITHOUT FIRST
PROVED MATERIALS LIST. THIS GENERAL NOTE SHALL SUPERSEDE
IS TO BE INCLUDED UNDER ITEM 809, FIRE HYDRANT RELOCATED.
SECURING LICENSE TO ENGAGE IN SUCH WORK, AS INDICATED IN
THE CURRENT PAINT DESCRIPTION SPECIFIED IN THE ITEM 809.02
COLUMBUS CITY CODE SECTION 1103.02 AND 1103.06. THIS WORK
IN THE 2012 CITY OF COLUMBUS CONSTRUCTION AND MATERIAL
NO TWO (2) ADJACENT FIRE HYDRANTS SHALL TAKEN OUT OF
INCLUDES ANY ATTACHMENTS, ADDITIONS TO OR ALTERATIONS
SPECIFICATIONS.
SERVICE CONCURRENTLY.
SERVICE LINES AND TAPS). THIS REQUIREMENT MAY BE MET BY
MAINTAIN EIGHTEEN (18) INCHES VERTICAL AND TEN (10) FEET
THE CONTRACTOR SHALL NOTIFY THE DIVISION OF FIRE ALARM
UTILIZATION OF A SUBCONTRACTOR WHO HOLDS A CITY OF
HORIZONTAL SEPARATION BETWEEN ANY SANITARY OR STORM
OFFICE, 221-3132, WHENEVER FIRE HYDRANTS ARE TAKEN OUT
COLUMBUS WATER CONTRACTOR LICENSE OR A COMBINED WATER/
SEWER PIPING AND ALL PROPOSED WATER MAINS.
OF SERVICE AND PLACED BACK IN SERVICE.
TION OF A SUBCONTRACTOR MUST MEET THE LICENSING REQUIRE-
"SURVEY COORDINATES" SHALL INCLUDE ALL MATERIAL, EQUIP-
RELOCATED FIRE HYDRANTS SHALL BE PUT BACK IN SERVICE AS
MENTS OF CITY OF COLUMBUS BUILDING CODE, IN PARTICULAR
MENT, AND LABOR NECESSARY TO OBTAIN HORIZONTAL AND
SOON AS POSSIBLE.
SECTION 4114.119 AND 4114.529.
VERTICAL (NORTHING, EASTING, AND ELEVATION) SURVEY CO-
OF
TION MAINTENANCE OFFICE AT 614-645-778.
IN ANY CITY SERVICE PIPE OR APPURTENANCES (INCLUDING WATER
sbeal
SEWER CONTRACTOR LICENSE TO PERFORM THIS WORK. UTILIZA-
THE CONTRACTOR SHALL COORDINATE HIS WORK SUCH THAT NO
COORDINATES SHALL BE OBTAINED FOR THE COMPLETED WATER
WATER CUSTOMER WILL HAVE THEIR SERVICE DISRUPTED MORE
MIT(S), AND PAY ANY APPLICABLE FEES, FOR ANY APPROVED
MAIN CONSTRUCTION AND SHALL INCLUDE ALL VALVES, TEES,
THAT TWO (2) TIMES THROUGHOUT THE DURATION OF THIS
HYDRANT USAGE DEEMED NECESSARY FOR WORK UNDER THIS
CROSSES, BENDS, DEFLECTIONS, PLUGS, REDUCERS, TAPPING
PROJECT.
IMPROVEMENT. PERMITS MAY BE OBTAINED THROUGH THE DIVIS-
SLEEVES, BLOW OFFS, CHLORINATION TAPS, FIRE HYDRANTS,
ION OF WATER PERMIT OFFICE (645-7330). THE CONTRACTOR
AIR RELEASES, CURB STOPS, CASING PIPE TERMINI, AND OTHER
SHALL ADHERE TO ALL RULES AND REGULATIONS GOVERNING
FITTINGS. ADDITIONAL SURVEY COORDINATES ARE REQUIRED
SAID PERMIT AND MUST HAVE THE ORIGINAL PERMIT ON SITE
ON THE WATER MAIN EVERY 500' WHERE NO FITTING OR OTHER
EXISITNG OR PROPOSED VALVES LOCATED WITHIN EXISITNG OR
ANYTIME IN WHICH THE HYDRANT IS IN USE. COST TO BE
WATER MAIN STRUCTURE IS BEING INSTALLED WITHIN THAT
PROPOSED PAVEMENT, DRIVEWAY OR OTHER TRAVELED AREAS,
INCLUDED IN THE VARIOUS BID ITEMS.
LENGTH OF THE IMPROVEMENT.
SHALL BE PROVIDED WITH A HEAVY DUTY VALVE BOX IN ACCORD-
ALL WATER MAINS SHALL BE CLEANED AND FLUSHED, AND ANY
ALL SURVEY COORDINATES SHALL BE REFERENCED TO THE AP-
WATER MAIN 12-INCH AND LARGER MUST BE PROPERLY PIGGED,
PLICABLE COUNTY ENGINEER'S MONUMENTS, AND SHALL BE BASED
THE COST OF ALL HEAVY DUTY VALVE BOXES FOR PROPOSED
IN ACCORDANCE WITH SECTION 801.13 OF THE CITY OF COLUMBUS,
ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) WITH THE
VALVES SHALL BE INCLUDED WITHIN THE COST OF THE PROPOSED
CONSTRUCTION AND MATERIAL SPECIFICATIONS.
(NSRS2007) ADJUSTMENT, WITH FURTHER REFERENCE MADE TO
VALVE. NO SEPERATE PAYMENT SHALL BE MADE.
C IT Y
OF
ORDINATES FOR THE WATER MAIN IMPROVEMENTS. THE SURVEY
THE CONTRACTOR SHALL OBTAIN THE PROPER HYDRANT PER-
- D IV IS IO N
FITTING AS REQUIRED TO LOCATE THE FIRE HYDRANT 2 FEET
C O LU M B U S
ALL FIRE HYDRANTS TO BE INSTALLED IN THE CITY OF COLUMBUS
G EN ERA L
SYSTEM, PLEASE CONTACT THE DIVISION OF WATER DISTRIBU-
W A T ER
ALL VALVE BOXES, METER PIT COVERS, AND OTHER SURFACE
N O T ES
FOR ANY EMERGENCIES INVOLVING THE WATER DISTRIBUTION
DLB
CITY OF COLUMBUS (DIVISION OF WATER) (CONTINUED)
CHECKED
CITY OF COLUMBUS (DIVISION OF WATER) (CONTINUED)
CALCULATED
CITY OF COLUMBUS (DIVISION OF WATER)
HEAVY DUTY VALVE BOX
ZONE, WITH ELEVATIONS BASED ON NAVD 83 DATUM. ALL COORD-
WITH SECTION 801.14 OF THE CITY OF COLUMBUS, CONSTRUC-
INATES (NORTHING, EASTING, ELEVATION) SHALL BE REFERENCED
TION AND MATERIAL SPECIFICATIONS. 150 PSI OF PRESSURE
TO THE NEAREST HUNDREDTH (N xxxxxx.xx, E xxxxxx.xx,
SHALL BE MAINTAINED FOR AT LEAST TWO HOURS IN ANY TESTED
ELEV. xxx.xx). ALL SURVEY COORDINATES SHALL BE ACCURATE
SECTION. THE CITY MAY NOT APPROVE ANY TEST LASTING LESS
TO WITHIN 1.0 FOOT HORIZONTAL AND A TENTH OF A FOOT
THAN TWO HOURS REGARDLESS OF THE AMOUNT OF LEAKAGE.
(0.10) OR LESS VERTICAL.
WATER SERVICE BOXES SHALL BE PLACED 1 FOOT FROM THE
THE COORDINATES SHALL BE DOCUMENTED TO THE ENGINEER IN
EDGE OF THE PROPOSED OR EXISTING SIDEWALK BETWEEN THE
DIGITAL SPREADSHEET FORM AND SHALL INCLUDE THE APPLIC-
SIDEWALK AND THE CURB, OR 2 FEET INSIDE THE RIGHT-OF-WAY
ABLE ITEM, STATION, NORTHING, EASTING, AND ELEVATION.
OR EASEMENT LINE WHEN NO SIDEWALK IS PRESENT OR PRO-
COORDINATES SHALL BE SUBMITTED TO THE ENGINEER ON A BI-
POSED INFORMATION. REFER TO STANDARD DRAWING L-9901
WEEKLY BASIS. COORDINATES SHALL ALSO BE REQUIRED TO BE
FOR ADDITIONAL INFORMATION.
SUBMITTED TO THE DIVISION OF WATER AS PART OF THE RE-
STATE PLANE COORDINATES (OHIO SOUTH ZONE)
AS BUILT
SHEET
DESCRIPTION
STATION
OFFSET
NORTHING
232
6" VALVE (FOR HYDRANT, EXISTING)
645+88
39' LT
232
6" 90 DEGREE HORIZONTAL BEND
645+88
41' LT
232
FIRE HYDRANT, RELOCATED
645+79
41' LT
EASTING
C/L ELEV.
QUEST FOR CHLORINATION.
LUMP SUM PAYMENT IS FULL COMPENSATION FOR ALL WORK INVOLVED IN OBTAINING AND DOCUMENTING THE SURVEY COORDINATES AS DESCRIBED IN THIS SPECIFICATION.
35
3163-E
486
DATE: 3/24/2016
ALL WATER MAINS HALL BE PRESSURED TESTED IN ACCORDANCE
AVE
THE OHIO STATE PLANE SOUTH COORDINATE SYSTEM, SOUTH
CO TA
C LE V E LA N D
BRT
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2/15/2016 10:35:55 AM
ANCE WITH THE STANDARD DRAWINGS.
ITEM 625 POWER SERVICE, TYPE A, AS PER PLAN
FOR WORK LOCATIONS INVOLVING THE CONNECTION TO THE CITY
FRANKLIN COUNTY PERMIT
SEE ODOT STANDARD SPECIFICATION: 725.02 WIRE AND
WESTERVILLE RIGHT-OF-WAY COORDINATOR TO REQUEST A
OF COLUMBUS FACILITIES THE CONTRACTOR SHALL COORDINATE
THE CONTRACTOR SHALL SECURE A WRITTEN PERMIT FROM THE
CABLE. WIRE NUMBER AND SIZE ARE SHOWN ON THE BRT
RIGHT-OF-WAY APPLICATION. THE WORK TO EXTEND THE FIBER
WORK WITH COLUMBUS AT LEAST TWO WEEKS PRIOR TO THE START
FRANKLIN COUNTY ENGINEER'S OFFICE, 970 DUBLIN RD. A MINIMUM
STATIONS AND MAKERS PLAN. (POWER SERVICE TO PYLON)
OPTIC LATERAL TO THE PROPOSED SPLICE LOCATION WILL
OF WORK. THE CONTRACTOR SHALL REQUEST INSTALLATION
OF TWO WORKING DAYS PRIOR TO BEGINNING WORK WITHIN
INSTRUCTION INCLUDING, BUT NOT LIMITED TO: APPROPRIATE
FRANKLIN COUNTY RIGHT-OF-WAY. THE CONTRACTOR MAY BE
COLUMBUS PULL BOX AND/OR AERIAL SPLICE ENCLOSURE TO
REQUIRED TO POST A BOND WITH THE FRANKLIN COUNTY ENGINEER
CONNECT TO, CONSTRUCTION METHOD AND DEPTH OF ENTRY POINT
PRIOR TO ISSUANCE OF THE PERMIT TO INSURE PROPOER
OF PULL BOX, AND SPLICE ENCLOSURE AND SLACK STORAGE
RESTORATION OF THE PAVEMENT AND RIGHT-OF-WAY. THE
MOUNTING WITHIN COLUMBUS PULL BOX OR AERIAL SPAN.
CONTRACTOR SHALL PROVIDE THE FRANKLIN COUNTY ENGINEER'S
STATIONS AND MAKERS PLAN. (POWER SERVICE FROM
WORK AT ALL SPLICE ENCLOSURES WITH ACTIVE CONTRACTOR
OFFICE A 24-HOUR TELEPHONE NUMBER TO BE USED IN CASE OF AN
PYLON TO SHELTER)
WARRANTIES FROM PREVIOUS PROJECTS MUST BE PERFORMED BY
CITY OF WESTERVILLE RIGHT-OF-WAY. CONTACT THE CITY OF
REQUIRE INSPECTION. PLEASE CALL THE PUBLIC SERVICE
ITEM 625 POWER SERVICE, TYPE B, AS PER PLAN
INSPECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
TO USE THE WARRANTY CONTRACTOR TO PERFORM WORK THAT IS
E LE C .
ITEM 625 POWER SERVICE, TYPE C, AS PER PLAN
COVERED ON THE WARRANTIED AGREEMENT.
PROVIDE 75 FEET OF CABLE SLACK TO ALLOW FOR SPLICING INTO
ACCESSED DURING THIS PROCESS. ONCE ALL LATERAL
THE CONTRACTOR MUST SECURE ALL NECESSARY PERMITS AND/OR
STATIONS AND MAKERS PLAN. (POWER SERVICE FROM
CONSTRUCTION IS COMPLETE, THE CONTRACTOR MUST NOTIFY THE
FORMS REQUIRED TO PERFORM WORK AT RAILROAD CROSSINGS AS
PYLON TO TICKET VENDING MACHINE)
CITY DEPARTMENT OF TECHNOLOGY AND THE CITY WILL SCHEDULE
SHOWN IN THE PLANS.
THE SPLICE(S) TO BE PERFORMED. THE CONTRACTOR WILL BE
RAILROAD INCULDING, BUT NOT LIMITED TO, RIGHT-OF-WAY ENTRY
RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE
FEES, APPLICATIONS, AND ON SITE RAILROAD INSPECTRION FEES
CONSTRUCTION OF THE NEW LATERAL AND ALL SPLICING WORK
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND WILL BE
THE CITY OF COLUMBUS HAS WARRANTIES FOR THE
NEEDED TO CONNECT TO THE CITY'S FIBER OPTIC NETWORK.
CONSIDERED INCIDENTAL TO THE COST OF ITEM 632
FOLLOWING SPLICE ENCLOSURES FROM THE COLUMBUS
SIGNALIZATION, MISC : AERIAL CLAMP ATTACHED TO BRIDGE.
TRAFFIC SIGNAL SYSTEM (CTSS) PHASE B, 2762 DR. E
CONTACT INFORMATION:
CITY OF WESTERVILLE DEPARTMENT OF PUBLIC SERVICE
614-901-6740
CITY OF WESTERVILLE SPLICE WARRANTIES
ADDITIONAL PERMITS MAY BE REQUIRED WHEN WORKING WITHIN THE
PLANS. ALL WORK TO BE PERFORMED WITHIN THE LISTED
THE CITY OF WESTERVILEL HAS WARRANTIES FOR THE
CITY OF COLUMBUS RIGHT-OF-WAY. CONTACT THE CITY OF
SPLICE ENCLOSURES IS TO BE COORDINATED DIRECTLY WITH
FOLLOWING SPLICE ENCLOSURES. ALL WORK TO BE
THE CITY AND IS TO OCCUR A MINIMUM OF 1 (ONE) WEEK
PERFORMED WITHIN THE LISTED SPLICE ENCLOSURES IS TO
PRIOR TO THE START OF WORK. A 24 HOUR VERIFICATION
BE COORDINATED DIRECTLY WITH THE CITY AND IS TO
COLUMBUS RIGHT-OF-WAY COORDINATOR TO REQUEST A
CONTRACTOR ACCESS TO EXISTING CONTROL CABINET
RIGHT-OF-WAY APPLICATION. THE WORK TO EXTEND THE FIBER
OPTIC LATERAL TO THE PROPOSED SPLICE LOCATION WILL
WHEN THE CONTRACTOR REQUIRES ENTRANCE TO AN EXISTING
PERIOD IS ALSO REQUIRED. CITY REPRESENTATIVE TO BE
OCCURE A MINIMUM OF 1 (ONE) WEEK PRIOR TO THE START
REQUIRE INSPECTION. PLEASE CALL THE PUBLIC SERVICE
CONTROL CABINET, CONTRACTOR MUST PROVIDE THE ENGINEER FOR
PRESENT ON SITE FOR PURPOSES OF INSPECTION AT ALL
OF WORK. AT 24 HOUR VERIFICATION PERIOD IS ALSO
DEPARTMENT 24 HOURS IN ADVANCE OF WORK TO SCHEDULE AN
THE CITY OF COLUMBUS, FRANKLIN COUNTY, OR THE CITY OF
TIMES WHILE SPLICE WORK IS PERFORMED.
REQUIRED. CITY REPRESENTATIVE TO BE PRESENT ON SITE
INSPECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
WESTERVILLE WITH A MINIMUM NOTICE OF THREE (3) WORKING DAYS.
COSTS INCURRED AS PART OF THE INSPECTION PROCESS.
A REPRESENTATIVE FROM THE DEPARTMENT OF PUBLIC SERVICE
WORK AT ALL SPLICE ENCLOSURES FROM WITH ACTIVE
SHALL BE PRESENT ANYTIME THE CONTRACTOR REQUIRES ENTRY
CONTRACTOR WARRANTIES MUST BE PERFORMED BY
ANY WORK TO BE PERFORMED AT 77 N. FRONT ST. IS TO BE
INTO AN EXISTING CITY OF COLUMBUS, FRANKLIN COUNTY, OR
CONTRACTORS THAT MEET THE CITY OF COLUMBUS
WORK AT ALL SPLICE ENCLOSURES WITH ACTIVE CONTRACTOR
COORDINATED 1 WEEK PRIOR TO START WITH 614-645-7756 AND
CITY OF WESTERVILLE CONTROL CABINET TO PERFORM ANY WORK.
CONTRACTOR QUALIFICATIONS.
WARRANTIES MUST BE PERFORMED BY THE WARRANTY
614-645-3946.
THE REPRESENTATIVE SHALL ACT IN A SUPERVISORY AND/OR
INFORMATIONAL CAPACITY ONLY UNLESS OTHERWISE STATED IN
CONTRACTOR QUALIFICATIONS
FOR PURPOSES OF INSPECTION AT ALL TIMES WHILE SPLICE
WORK IS PERFORMED.
CONTRACTOR AT THE EXPENSE OF THIS PROJECT. THE
CONTRACTOR WILL BE REQUIRED TO USE THE WARRANTY
CONTRACTOR TO PERFORM WORK THAT IS COVERED ON THE
THESE PLANS. EXISTING CABINET WIRING THAT WAS PREVIOUSLY
DISCONNECTED BY THE DIVISION SHALL BE CONNECTED BY THIS
RYAN BOLLO
WARRANTIED AGREEMENT. ALL COSTS INCLUDING LABOR,
ANY CONTRACTOR WHO ENTERS IN AN EXISTING SPLICE ENCLOSURE
DIVISION IF CONNECTION IS REQUIRED FOR PROPER OPERATION OF
CITY OF COLUMBUS DEPARTMENT OF PUBLIC SERVICE
MATERIALS, AND THE CITY REPRESENTATIVE SHALL BE THE
TO MAKE SPLICES OR INSTALLS A NEW SPLICE ENCLOSURE INTO
THE TRAFFIC SIGNAL. ALL CONTRACTOR INSTALLED CABLE SHALL
50 W. GAY STREET
RESPONSIBILITY OF THE CITY TO COORDINATE WITH THE
FIBER OPTIC CABLE MAINTAINED BY THE CITY SHALL BE QUALIFIED
BE CONNECTED BY THE CONTRACTOR BUT OVERSEEN BY THE
WARRANTY CONTRACTOR.
TO DO ODOT TYPE 56 WORK. THE CONTRACTOR SHALL ALSO BE A
DIVISION'S REPRESENTATIVE.
614-645-7805
- IT S
CITY OF COLUMBUS SPLICE WARRANTIES
A ND
350 PARK MEADOW ROAD
ANY AND ALL COSTS INCURRED FROM THE
N O T ES
WORK OCCURING AT RAILROAD CROSSINGS
CITY'S FIBER BE DISTURBED OR ANY SPLICE ENCLOSURE BE
CERTIFIED MEMBER IN GOOD STANDING OF THE CORNING OPTICAL
sbeal
COSTS INCURRED AS PART OF THE INSPECTION PROCESS.
THE WARRANTY CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED
EMERGENCY.
FIBER OPTIC LATERAL TO THE PROPOSED SPLICE POINT AND
THE CITY'S FIBER OPTIC NETWORK. AT NO TIME SHOULD THE
DEPARTMENT 24 HOURS IN ADVANCE OF WORK TO SCHEDULE AN
G EN ERA L
THE CONTRACTOR WILL BE REQUIRED TO EXTEND THE PROPOSED
CHECKED
FRANKLIN COUNTY
CALCULATED
ADDITIONAL PERMITS MAY BE REQUIRED WHEN WORKING WITHIN THE
CITY OF COLUMBUS
EVERETT TURNER
COMMUNICATIONS NETWORK OF PREFERRED INSTALLSERS.
CITY OF WESTERVILLE (WeConnect)
COTA ITS SPECIAL PROVISIONS
CITY OF WESTERVILLE
ALL ITS AND ELEC. ITEMS NOT LISTED ON THIS SHEET ARE
FOR WORK LOCATIONS INVOLVING THE CONNECTION TO THE CITY
DETAILED IN THE COTA ITS SPECIAL PROVISIONS.
OF WESTERVILLE FACILITIES THE CONTRACTOR SHALL COORDINATE
614-946-5349
WORK WITH WESTERVILLE AT LEAST TWO WEEKS PRIOR TO THE
START OF WORK. THE CONTRACTOR SHALL REQUEST
ADDITIONAL QUANTITIES
INSTALLATION INSTRUCTION INCLUDING, BUT NOT LIMITED TO:
ADDITIONAL EQUIPMENT FOR SPARING TO BE DELIVERED TO:
CONNECT TO, CONSTRUCTION METHOD AND DEPTH OF ENTRY POINT
CITY OF COLUMBUS DEPARTMENT OF PUBLIC SERVICE
OF PULL BOX, AND SPLICE ENCLOSURE AND SLACK STORAGE
MOUNTING WITHIN PULL BOX OR AERIAL SPAN.
ATTN: RYAN BOLLO
50 W. GAY STREET
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THE CONTRACTOR WILL BE REQUIRED TO EXTEND THE PROPOSED
FIBER OPTIC LATERAL TO THE PROPOSED SPLICE POINT AND
PROVIDE 75 FEET OF CABLE SLACK TO ALLOW FOR SPLICING INTO
ITEM 633: CONTROLLER ITEM, MOSC.: TYPE TS2/A2, AS PER PLAN
- 2 EACH
ITEM 633: CONTROLLER ITEM, MISC.: SHELF MOUNT MULTIMODE
PHASE SELECTOR - 2 EACH
THE CITY'S FIBER OPTIC NETWORK. AT NO TIME SHOULD THE
CITY'S FIBER BE DISTURBED OR ANY SPLICE ENCLOSURE BE
ITEM 633: CONTROLLER ITEM, MISC.: GPS PPLE MOUNTED ANTENNA
w/ RECEIVER - 2 EACH
ACCESSED DURING THIS PROCESS. ONCE ALL LATERAL
CONSTRUCTION IS COMPLETE, THE CONTRACTOR MUST NOTIFY THE
CITY DEPARTMENT OF TECHNOLOGY AND THE CITY WILL SCHEDULE
THE SPLICE(S) TO BE PERFORMED. THE CONTRACTOR WILL BE
RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH THE
CONSTRUCTION OF THE NEW LATERAL AND ALL SPLICING WORK
NEEDED TO CONNECT TO THE CITY'S FIBER OPTIC NETWORK.
ATTN: WM. FRITZ CROSIER
970 DUBLIN ROAD
ITEM 633: CONTROLLER ITEM, MISC.: TYPE TS2/A2, AS PER PLAN
- 2 EACH
ITEM 633: CONTROLLER ITEM, MISC.: SHELF MOUNT MULTIMODE
PHASE SELECTOR - 2 EACH
ITEM 633: CONTROLLER ITEM, MISC.: GPS POLE MOUNTED ANTENNA
w/ RECEIVER - 2 EACH
3163-E
36
486
DATE: 3/24/2016
APPROPRIATE PULL BOX AND/OR AERIAL SPLICE ENCLOSURE TO
AVE
SITES IMPACTED BY CITY OF COLUMBUS SPLICE WARRANTIES
CO TA
C LE V E LA N D
BRT
2/15/2016 10:35:58 AM
35 COLLEGEVIEW ROAD
30
41
42
GRAND
SEE
UNIT
DESCRIPTION
NO.
TOTAL
325
SHEET
CHECKED
ITEM
CALCULATED
SHEET NUMBER
201
2
EACH
TREE REMOVED, 18"
4813
202
4813
SY
PAVEMENT REMOVED
4
202
4
EA
REMOVAL MISC; PARKING METER POST
30
3
202
3
EA
REMOVAL MISC; DECORATIVE LIGHT POST
30
19922
202
19922
SF
WALK REMOVED
67
202
67
FT
FENCE REMOVED, CHAIN LINK
88
202
88
FT
FENCE REMOVED, WROUGHT IRON
2488
202
2488
FT
CURB REMOVED
3
202
3
FT
STEPS REMOVED
23
202
23
FT
PIPE REMOVED
1
202
1
EA
CATCH BASIN REMOVED
130
202
130
FT
REMOVAL MISC; WALL
30
11
202
11
EA
REMOVAL MISC; LIGHT POLE
30
1
202
1
EA
REMOVAL MISC; TELEPHONE POLE
30
13
202
13
EA
REMOVAL MISC; TRASH CAN
30
6
202
6
EA
REMOVAL MISC; BRICK COLUMNS
30
2
202
2
EA
REMOVAL MISC; PLAQUE
30
10
202
10
EA
REMOVAL MISC; TREE & GRATE
30
2
202
2
EA
REMOVAL MISC; TREE PIT FOUNDATION
30
5
202
5
EA
REMOVAL MISC; BENCH
30
8
202
8
EA
REMOVAL MISC; SPRINKLER
30
2
202
2
EA
REMOVAL MISC; COTA SHELTER
30
2
SPECIAL
2
EA
PLANTERS RELOCATED
31
79
SPECIAL
79
SF
BRICK ROAD REMOVED FOR REUSE
31
1613
SPECIAL
1733
SF
BRICK WALK REMOVED FOR REUSE
31
46
SPECIAL
46
FT
GRANITE CURB REMOVED FOR REUSE
31
768
SPECIAL
828
SF
GRANITE WALK REMOVED FOR REUSE
31
1
SPECIAL
1
EA
PARKING BLOCK REMOVED FOR REUSE
696
203
696
CY
EXCAVATION
115
203
115
CY
EMBANKMENT
37
607
37
FT
MISC; FENCE, IRON
31
3
607
3
EA
MISC; BRICK COLUMNS
30
7
608
7
EA
CURB RAMPS
7
608
7
EA
DETECTABLE WARNING, TYPE E
12065
608
12065
SF
CONCRETE WALK, 4", AS PER PLAN
31
480
608
480
SF
CONCRETE WALK, BRUSH WASH, 4", AS PER PLAN
31
8796
608
8796
SF
CONCRETE WALK, CLASS S, 4", AS PER PLAN
31
666
608
666
SF
CONCRETE WALK, 8", AS PER PLAN
31
476
608
476
SF
CONCRETE WALK, CLASS S, 8", AS PER PLAN
31
8
608
8
FT
CONCRETE STEPS
105
608
105
SF
MISC; BRICK WALK
31
608
400
SF
MISC; GRANITE WALK PAVERS
31
1149
609
1149
FT
CURB, STRAIGHT 18"
10
609
10
FT
GRANITE CURB
1
625
1
EA
MISC; MARKER TYPE D FOUNDATION
31
1
625
1
EA
MISC; MARKER TYPE C FOUNDATION
31
20
625
20
EA
MISC; MARKER TYPE E-1 FOUNDATION
31
12
625
12
EA
31
27
625
27
EA
31
400
1430
SPECIAL
1430
FT
COMBINATION CURB & GUTTER, TYPE SPECIAL 10"
19774
SPECIAL
19774
SF
CONCRETE STATION PAD
339
31
1002
SPECIAL
1002
SF
CONCRETE STATION PAD CURB
31
4
SPECIAL
4
FT
LANDSCAPE CURB
31
37
3163-E
486
DATE: 3/24/2016
2
G EN ERA L
CLEARING AND GRUBBING
A V E.
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3/24/2016 12:21:31 PM
l
m ccutch
60
LUMP
CO TA
C LE V E LA N D
BRT
120
LUMP
SUM M A RY
ROADWAY
201
30
43
GRAND
SEE
UNIT
DESCRIPTION
SHEET
NO.
TOTAL
44
CHECKED
ITEM
CALCULATED
SHEET NUMBER
DRAINAGE
12
603
12
FT
12" CONDUIT, TYPE A
8
604
8
EA
MANHOLE, ADJUSTED TO GRADE
1
604
1
EA
CATCH BASIN, ADJUSTED TO GRADE
1
604
1
EA
MANHOLE, AA-S102
1
604
1
EA
CATCH BASINS, AA-S133A
1
912
1
CY
COMPACTED GRANULAR MATERIAL
202
11202
FT
EXISTING CONDUIT CLEANED, AS PER PLAN
36
202
20
EACH
EXISTING MANHOLE CLEANED, AS PER PLAN
30
6707
625
6707
FT
CONDUIT, JACKED OR DRILLED, 2", AS PER PLAN
36
244
626
244
FT
CONDUIT, JACKED OR DRILLED, 2.5", AS PER PLAN
36
162
625
162
FT
CONDUIT, JACKED OR DRILLED, 4", AS PER PLAN
36
61
625
61
EA
POWER SERVICE, GROUNDING, AS PER PLAN
36
13336
625
13336
FT
POWER SERVICE, TYPE A, AS PER PLAN
36
909
625
909
FT
POWER SERVICE, TYPE B, AS PER PLAN
36
56
625
56
FT
POWER SERVICE, TYPE C, AS PER PLAN
36
162
625
162
EA
PULL BOX 18", AS PER PLAN
36
13
625
13
EA
PULL BOX, CONCRETE 32", AS PER PLAN
36
10687
625
10687
FT
CONDUIT, JACKED OR DRILLED, 4" WITH INTERDUCT, AS PER PLAN
36
4
625
4
EA
PULL BOX, CONCRETE 48", AS PER PLAN
36
3346
625
3346
FT
TRENCH, 36" DEEP, AS PER PLAN
36
111
625
111
FT
TRENCH IN PAVED AREA, AS PER PLAN
36
330
625
330
FT
CONDUIT, 1", AS PER PLAN
36
4414
625
4414
FT
36
249
626
249
FT
CONDUIT, 2.5", AS PER PLAN
36
715
625
715
FT
36
432
625
432
FT
CONDUIT MISC, 4" CONDUIT, FIBER GLASS REINFORCED, ATTACHED TO STRUCTURE
36
35801
632
35801
FT
INTERCONNECT, MISC : FIBER OPTIC CABLE, 12 STRAND
36
18
632
18
EA
INTERCONNECT, MISC : FIBER OPTIC SPLICE ENCLOSURE, CLAMSHELL, 288 SPLICE
36
96
632
96
EA
CONDUIT RISER, 2", 725.04, AS PER PLAN
36
2513
632
2513
FT
36
36262
632
36262
FT
36
965
632
965
FT
INTERCONNECT, MISC : CAT 6 CABLE, OUTDOOR RATED
36
24926
632
24926
FT
FIBER OPTIC CABLE, MISC.: UNDERGROUND FIBER OPTIC INSTALLATION
36
44
632
44
EA
INTERCONNECT CABLE, MISC : FIELD TERMINATE PATCH PANEL, 12 FIBER
36
18
632
18
EA
INTERCONNECT CABLE, MISC : FIELD TERMINATE PATCH PANEL, 24 FIBER
36
24967
632
24967
FT
MESSENGER WIRE, 7 STRAND, 1/4" DIAMETER, WITH ACCESSORIES, AS PER PLAN
36
13453
632
13453
FT
INTERCONNECT CABLE, MISC.: REMOVE EXISTING OVERHEAD INTERCONNECT
36
4133
632
4133
FT
INTERCONNECT CABLE, MISC.: OVERLASH TO EXISTING INTERCONNECT
36
6
632
6
EA
INTERCONNECT, MISC : FIBER OPTIC SPLICE ENCLOSURE, DOME, 800 SPLICE
36
633
9
EA
INTERCONNECT CABLE, MISC : TERMINATION PANEL, 24 FIBER W/ 200 FT DROP CABLE
36
2
633
2
EA
36
5
633
5
EA
36
76
633
76
EA
CONTROLLER ITEM, MISC : LAYER 2 ETHERNET SWITCH
36
1
1001
1
EA
SYSTEM REMOVAL
67
1001
67
FT
CIRCUIT CABLE (UNDERGROUND)
2
1001
2
EA
POLE (WOOD)
SPECIAL
LUMP
LUMP
FIBER OPTIC FACILITIES INSTALLED, COMMONS MAIN PARKING AND TRANSIT TERMINAL
SPECIAL
LUMP
LUMP
FIBER OPTIC FACILITIES INSTALLED, 33 HIGH STREET ADMINISTRATIVE OFFICES
107
SPECIAL
LUMP
LUMP
FIBER OPTIC FACILITIES INSTALLED, FIELDS BUS MAINTENANCE AND STORAGE FACILITY
152
SPECIAL
LUMP
LUMP
FIBER OPTIC FACILITIES INSTALLED, LINDEN TRANSIT CENTER
158
SPECIAL
LUMP
LUMP
ELECTRIC FACILITIES INSTALLED, 1 CAPITAL SQUARE PARKING GARAGE
108
98
G EN ERA L
38
3163-E
486
DATE: 3/24/2016
9
A V E.
36
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGS001b.
dgn
3/24/2016 12:21:34
PM
l
m ccutch
20
SUM M A RY
ELECTRICAL AND FIBER
11202
42
44
446
447
GRAND
SEE
UNIT
DESCRIPTION
TOTAL
454
SHEET
NO.
WATER WORK
801
10
FT
6 INCH WATER PIPE AND FITTINGS
14
10
807
14
EA
SERVICE BOX ADJUSTED TO GRADE
4
807
4
EA
VALVE BOXES ADJUSTED TO GRADE
809
1
EA
FIRE HYDRANT, RELOCATE
8
621
8
EA
RPM, AS PER PLAN
410
9
621
9
EA
RAISED PAVEMENT MARKER REMOVED, AS PER PLAN
410
1
625
1
EA
BRACKET ARM, 25'
1
CHECKED
36
ITEM
CALCULATED
SHEET NUMBER
31
TRAFFIC SIGNAL
2
625
2
EA
BRACKET ARM, 30'
27
625
27
FT
408
87
625
87
FT
408
68
625
68
FT
408
1
625
1
EA
PULLBOX, 725.06, 24" x 36", AS PER PLAN
410
7
625
7
EA
GROUND ROD
630
39
FT
GROUND MOUNTED SUPPORT, NO. 2 POST, AS PER PLAN
630
34
FT
GROUND MOUNTED SUPPORT, NO. 1 POST
630
8
EA
SIGN SUPPORT ASSEMBLY, POLE MOUNTED
630
6
SF
SIGN, FLAT SHEET
29
630
29
SF
SIGN, FLAT SHEET, AS PER PLAN
410
1
630
1
EA
REMOVAL OF GROUND MOUNTED SIGN AND STORAGE
410
1
630
1
EA
REMOVAL OF GROUND MOUNTED POST SUPPORT AND STORAGE
2
630
2
EA
SIGNING, MISC.,: STREET NAME SIGNS, INSTALL ONLY, AS PER PLAN
410
2
630
2
EA
SIGNING, MISC.: STREET NAME BRACKETS, AS PER PLAN
410
21
632
21
EA
REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN
408
5
632
5
EA
VEHICULAR SIGNAL HEAD, (LED), 3 SECTION, 12" LENS, 1-WAY, AS PER PLAN
410
2
632
2
EA
VEHICULAR SIGNAL HEAD, (LED), 5 SECTION, 12" LENS, 1-WAY, AS PER PLAN
410
4
632
4
EA
PEDESTRIAN SIGNAL HEAD, (LED), (COUNTDOWN), TYPE D2, AS PER PLAN
410
7
632
7
EA
COVERING OF VEHICULAR SIGNAL HEAD, AS PER PLAN
410
4
632
4
EA
COVERING OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN
410
4
632
4
EA
PEDESTRIAN PUSHBUTTON, AS PER PLAN
410
300
632
300
FT
MESSENGER WIRE, 7 STRAND, 3/8" DIAMETER WITH ACCESSORIES
510
FT
SIGNAL CABLE, 2 CONDUCTOR, NO. 14 AWG
632
500
FT
570
632
570
FT
360
632
360
FT
4
632
4
EA
STRAIN POLE FOUNDATION, AS PER PLAN
3
632
3
EA
PEDESTAL FOUNDATION
411
632
10
FT
POWER CABLE, 2 CONDUCTOR, NO. 4 AWG
632
420
FT
SERVICE CABLE, 3 CONDUCTOR, NO. 4 AWG
1
632
1
EA
POWER SERVICE, AS PER PLAN
2
632
2
EA
COMBINATION STRAIN POLE TYPE TC-81.10, DESIGN 6
2
632
2
EA
STRAIN POLE, TYPE TC-81.10, DESIGN 10
2
632
2
EA
PEDESTAL, 5', TRANSFORMER BASE, AS PER PLAN
410
1
632
1
EA
PEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN
410
18
633
22
EA
CONTROLLER UNIT, TYPE TS2/A2, AS PER PLAN
408
1
633
1
EA
CONTROLLER ITEM, MISC.: CONTROLLER UPGRADE ETHERNET PORT
408
4
27
633
31
EA
CONTROLLER ITEM, MISC.: SHELF MOUNT MULTIMODE PHASE SELECTOR
408
4
27
633
31
EA
CONTROLLER ITEM, MISC.: GPS POLE MOUNTED ANTENNA W/RECEIVER
408
632
LUMP
LUMP
SIGNALIZATION, MISC.: SYSTEM INTEGRATION
408
1
633
1
EA
CONTROLLER UNIT, TYPE TS2/A2, WITH CABINET, TYPE TS2 TYPE 1, AS PER PLAN
411
1
633
1
EA
CABINET FOUNDATION, AS PER PLAN
411
1
633
1
EA
CONTROLLER WORK PAD, AS PER PLAN
411
1
633
1
EA
UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN
411
1
816
1
EA
VIDEO DETECTION SYSTEM, AS PER PLAN
411
l
m ccutch
10
4
411
39
3163-E
486
DATE: 3/24/2016
632
420
PM
3/24/2016 12:21:37
c:\pwworki
ng\pi
tt\d1174091\BRTGS001d.
dgn
510
500
SUM M A RY
6
G EN ERA L
8
410
A V E.
34
CO TA
C LE V E LA N D
BRT
39
42
44
323
448
449
450
451
452
GRAND
SEE
UNIT
DESCRIPTION
NO.
TOTAL
453
SHEET
CHECKED
ITEM
CALCULATED
SHEET NUMBER
EROSION CONTROL
1674
207
31
1674
FT
PERIMETER FILTER FABRIC FENCE
207
31
EA
INLET PROTECTION
659
867
SY
SEEDING AND MULCHING
30
630
30
EA
REMOVAL OF GROUND MOUNTED SIGN
8
630
8
EA
REMOVAL OF GROUND MOUNTED SIGN AND REERECTION
508
642
508
FT
REMOVAL OF EXISTING MARKING
2
642
2
EA
REMOVAL OF EXISTING MARKING
0.07
644
0.07
MILE
180
644
180
FT
THERMOPLASTIC PAVEMENT MARKING, CHANNELIZING LINE
221
644
221
FT
THERMOPLASTIC PAVEMENT MARKING, STOP LINE
130
644
130
FT
THERMOPLASTIC PAVEMENT MARKING, CROSSWALK LINE
36
644
36
FT
THERMOPLASTIC PAVEMENT MARKING, TRANSVERSE/DIAGONAL LINE
3
644
3
EA
THERMOPLASTIC PAVEMENT MARKING, LANE ARROW
2
644
2
EA
THERMOPLASTIC PAVEMENT MARKING, WORD ON PAVEMENT, 96 INCH
647
2868
FT
HEAT-FUSED PREFORMED THERMOPLASTIC PAVEMENT MARKING, LANE LINE, TYPE B90
647
150
FT
EDGE LINE, TYPE B90
647
23
FT
STOP LINE, TYPE B90
647
42
FT
CROSSWALK LINE, TYPE B90
212
259
212
CY
PERMANENT PAVEMENT
867
TRAFFIC CONTROL
761
685
11
42
12
714
SUM M A RY
402
150
G EN ERA L
306
THERMOPLASTIC PAVEMENT MARKING, CENTERLINE: SOLID, DOUBLE, TYPE A
PAVEMENT
304
17
CY
AGGREGATE BASE
452
99
SY
8" NON-REINFORCED CONCRETE PAVEMENT
20
621
20
EA
RAISED PAVEMENT MARKER INSTALLED
20
621
20
EA
RAISED PAVEMENT MARKER REMOVED
3818
SPECIAL
3818
SY
CONCRETE BUS PAD
337
40
3163-E
486
DATE: 3/24/2016
A V E.
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGS001c.
dgn
3/24/2016 12:21:39 PM
l
m ccutch
17
99
A V E.
3/24/2016 12:21:42
PM
l
m ccutch
166
200
120
180
124
167
130
114
136
99
141
216
649
146
35
804
159
55
1012
263
396
1
208
441
722
213
286
545
214
218
157
739
142
172
148
677
8
60
178
232
1304
14
77
183
196
1047
66
66
189
323
1076
195
151
731
187
236
627
196
428
1
241
2
4813
EACH
4
4
125
3
137
237
23
3
FENCE REMOVED, WROUGHT IRON
CURB REMOVED
STEPS REMOVED
PIPE REMOVED
CATCH BASIN REMOVED
REMOVAL MISC; WALL
REMOVAL MISC; LIGHT POLE
94
480
96
291
250
5
254
275
258
266
260
345
267
269
19922
67
552
11
233
88
138
224
218
704
69
230
351
546
301
232
922
53
133
2488
608
3
11
23
3
1
15
5
1379
76
78
700
65
45
26
130
SF
FT
FT
FT
FT
FT
EACH
FT
EACH
3
11
EACH
644
276
1
1536
56
50
1
1
1
1
1
2
13
5
6
7
1
2
EACH
EACH
EACH
EACH
10
EACH
102
76
1
109
90
1
2
1
1
112
353
2
2
1
1
115
137
2
1
3
1
2
2
14
5
2
2
8
EACH
EACH
EACH
EACH
1
2
2
SF
99
79
269
1
1
3
79
SF
52
192
1613
FT
107
14
46
SF
1
768
REUSE
SPECIAL SPECIAL SPECIAL SPECIAL SPECIAL SPECIAL
380
223
177
60
32
2
280
1
114
1
170
4
GENERAL SUMMARY
1
3163-E
CHECKED
CALCULATED
PARKING BLOCK REMOVED FOR
REUSE
GRANITE WALK REMOVED FOR
202
REUSE
202
GRANITE CURB REMOVED FOR
202
REUSE
202
BRICK WALK REMOVED FOR
202
REUSE
202
BRICK ROAD REMOVED FOR
202
PLANTERS RELOCATED
202
REMOVAL MISC; COTA SHELTER
202
REMOVAL MISC; SPRINKLER
202
REMOVAL MISC; BENCH
202
FOUNDATION
202
REMOVAL MISC; TREE PIT
202
REMOVAL MISC; TREE & GRATE
202
RELOCATE MISC; PLAQUE
202
REMOVAL MISC; BRICK COLUMNS
202
REMOVAL MISC; TRASH CAN
202
POLE
202
REMOVAL MISC; TELEPHONE
FENCE REMOVED, CHAIN LINK
EACH
WALK REMOVED
LIGHT POST
REMOVAL MISC; DECORATIVE
POST
202
SUBSUM M A RY
SF
202
REM O V A L
PAVEMENT REMOVED
EACH
REMOVAL MISC; PARKING METER
TREE REMOVED 1
8"
SHEET
NO.
202
TOTALS CARRIED TO
486
41
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGS002a.
dgn
201
EACH
94
229
388
145
1
1
23
1
2
2
1
CO TA
C LE V E LA N D
BRT
3/24/2016 12:21:44
A V E.
c:\pwworki
ng\pi
tt\d1174091\BRTGS002b.
dgn
PM
l
m ccutch
37
37
159
189
3
1
1
7
EACH
96
1
183
3
1
195
213
230
232
2
2
233
1
1
7
608
SF
94
102
8
109
182
112
125
15
130
156
136
174
137
141
1536
111
146
137
166
100
172
196
200
1
1
75
208
1
1
1537
218
313
224
105
237
1143
241
1493
12065
SF
480
SF
179
370
210
250
1899
254
804
258
522
260
828
8796
SF
666
522
476
CURB, STRAIGHT 1
8"
GRANITE CURB
8
58
360
5
654
3
32
171
90
30
523
105
99
1
1
1
1
1
1
354
2
1
115
137
2
1
120
269
124
552
105
1149
FT
SF
FT
FT
10
EACH
26
1
EACH
60
28
50
100
1
EACH
291
480
10
76
20
EACH
138
1
1
393
267
1664
2
276
69
1
273
3010
83
12
EACH
1
2
1
2
27
EACH
1
1
1
1
50
1
1
1
1
1
2
60
1
1
121
1
1
66
1
1
163
2
87
1
1
23
1
1
97
1
1
1
1
1
1
1
1
1
2
1
1
2
2
30
EACH
2
1
1
1
1
1
1
2
1
2
2
1
2
1
8
EACH
1
1
62
14
EACH
1
1
452
4
TYPE. SPECIAL 1
0"
FT
1
1
1
1
5
1
1
2
1
142
301
1
1430
SPECIAL SPECIAL SPECIAL SPECIAL
SF
FT
1417
54
4
1131
155
1
442
2
768
87
1
1040
37
1006
40
1
2
763
62
3
1
764
21
83
1165
31
1058
1
196
2
362
1132
2
214
1137
71
11
50
1
1
2
TOTALS CARRIED TO
1198
55
1396
110
1663
123
315
58
315
56
428
113
19774
1002
1418
1218
GENERAL SUMMARY
3163-E
CHECKED
CALCULATED
SF
SUBSUM M A RY
807
COMBINATION CURB & GUTTER,
GRADE
807
VALVE BOXES ADJUSTED TO
GRADE
SERVICE BOX ADJUSTED TO
630
LANDSCAPE CURB
65
SIGN AND REERECTION
630
REMOVAL OF GROUND MOUNTED
SIGN
FOUNDATION
MISC; MARKER TYPE E-3
625
CONCRETE STATION PAD CURB
1
625
CONCRETE STATION PAD
68
FOUNDATION
625
625
FOUNDATION
625
609
FOUNDATION
609
MISC; MARKER TYPE C
608
FOUNDATION
608
MISC; MARKER TYPE D
MISC; BRICK WALK
SF
CONCRETE STEPS
AS PER PLAN
PLAN
AS PER PLAN
4", AS PER PLAN
PLAN
608
RO A D W A Y
EACH
608
CONCRETE WALK, CLASS S, 8",
EA
608
CONCRETE WALK, 8", AS PER
EA
608
CONCRETE WALK, CLASS S, 4",
608
CONCRETE WALK, BRUSH WASH,
DETECTABLE WARNING, TYPE E
608
CURB RAMPS
607
4
486
42
DATE: 3/24/2016
178
MISC; BRICK COLUMNS
SHEET
NO.
MISC; FENCE, IRON
607
3/24/2016 12:21:47
A V E.
c:\pwworki
ng\pi
tt\d1174091\BRTGS002c.
dgn
PM
l
m ccutch
CARRIED TO
TOTALS
254
162
1235
2
575
9
262
111
459
2
312
8
267
693
730
2
317
2
1466
276
935
478
1
366
4
1257
273
528
408
2
837
1
680
1
11202
6707
61
13336
35801
18
CO TA
C LE V E LA N D
BRT
125
392
137
131
53
153
233
160
733
219
220
108
231
162
162
233A
82
82
244
FT
124
102
47
1
207
2
109
1185
2
200
4
112
1087
2
117
4
115
818
2
86
1
450
1
435
740
200
162
142
147
167
209
214
162
CONDUIT, JACKED OR DRILLED,
POWER SERVICE, TYPE A, AS
2
2
POWER SERVICE, TYPE B, AS
EACH
FT
POWER SERVICE, TYPE C, AS
FT
909
FT
2
218
8
1
2
362
61
6
3
2
362
61
2
219
61
56
243
436
237
2
432
4
41
82
242
2
753
6
227
259
250
3459
983
2
502
4
2
147
61
4
48
22
74
1157
4
61
48
2
138
2
291
61
6
118
22
244
1501
4
61
227
1
1
888
2
322
2
542
61
8
87
22
171
1023
4
61
263
1
1
181
2
2
1026
61
6
103
22
154
30
810
4
61
265
1
1
191
2
24
24
767
2
756
4
41
1
1
79
237
2
195
1649
4
227
1
1
995
2
170
2
692
56
EACH
2
162
EACH
13
PLAN
FT
1
92
12
152
808
22
164
6
100
22
4
55
22
4
2
6
1197
1
285
5
10402
10687
4
EACH
FT
72
3346
111
111
83
2
330
4414
249
FT
FT
FT
FT
915
2
56
289
692
3
2083
61
1024
1
178
888
5
1403
61
100
2
96
931
1242
61
715
715
FT
432
187
166
432
FT
57
114
1609
26
52
1304
8
3
20
500
2
53
106
2807
37
37
161
1230
1297
949
EACH
632
632
632
EACH
2
3
3974
4366
1
1
947
1
1
872
1
4
6319
5566
1
1
1
1176
2
1092
1
1
375
2
2
24931
44
96
INTERCONNECT, MISC : FIBER
FT
1
2
7
2
388
3
4
1464
2513
INTERCONNECT, MISC : CAT 6
FT
5
3085
184
126
2
370
61
6
83
22
140
1080
5
1680
61
242
1
1
1939
1493
190
120
2
244
119
6
113
38
188
640
4
3054
119
265
1
1
2754
2754
196
136
2
690
61
6
96
22
170
1041
4
460
61
164
2
476
310
201
100
2
405
60
8
118
20
202
850
2
60
168
1
1
2
549
59
8
163
18
294
1145
4
59
221
1
1
661
36262
FT
1
669
5974
965
FT
EACH
1194
1
844
2
2
380
1
2
106
83
2
PANEL, 1
2 FIBER
EACH
1
1
95
1
224
159
233
1
4971
561
1637
2
216
1
157
1
1
461
18
PANEL, 24 FIBER
2
187
1
605
FT
2376
760
24967
FT
429
496
2151
173
92
2
223
61
6
78
22
134
497
2
4
3354
61
124
2
2512
2754
179
88
2
563
61
6
122
22
222
993
2
7
2965
61
166
2
2664
2590
2
13453
INTERCONNECT
FT
642
4133
EACH
1
6
DOME, 800 SPLICE
EACH
9
W/ 200 FT DROP CABLE
EACH
2
1
2
1
2491
3
2
347
542
681
152
5
EACH
94
259
1
53
64
64
450
295
1
1
96
41
1
72
47
161
243
88
1
1
99
246
1
40
24
14
415
260
1
1
196
262
292
137
1
1
232
283
1898
1333
2
2
846
1
1
3
711
1
1
3
1
1
2
4
3
5
76
1001
1
1001
2
67
1001
EACH
FT
EACH
1
67
2
2
1
90
1
2
1
3
4
1
5
2
2
3
SUMMARY
3163-E
CHECKED
CALCULATED
POLE (
WOOD)
EACH
CIRCUIT CABLE (
UNDERGROUND)
633
SYSTEM REMOVAL
LAYER 2 ETHERNET SWITCH
633
CONTROLLER ITEM, MISC :
633
TERMINATION PANEL, 24 FIBER
INTERCONNECT CABLE, MISC :
633
632
632
OPTIC SPLICE ENCLOSURE,
INTERCONNECT
632
OVERLASH TO EXISTING
INTERCONNECT CABLE, MISC.:
632
REMOVE EXISTING OVERHEAD
INTERCONNECT CABLE, MISC.:
ACCESSORIES, AS PER PLAN
632
1
/4" DIAMETER, WITH
MESSENGER WIRE, 7 STRAND,
632
FIELD TERMINATE PATCH
632
INSTALLATION
UNDERGROUND FIBER OPTIC
FIBER OPTIC CABLE, MISC.:
CABLE, OUTDOOR RATED
OPTIC CABLE, 1
44 STRAND
OPTIC CABLE, 24 STRAND
PER PLAN
632
632
CONDUIT RISER, 2", 725.04, AS
CLAMSHELL, 288 SPLICE
632
OPTIC SPLICE ENCLOSURE,
625
OPTIC CABLE, 1
2 STRAND
625
625
ATTACHED TO STRUCTURE
625
FIBER GLASS REINFORCED,
625
CONDUIT MISC, 4" CONDUIT,
CONDUIT, 2.5", AS PER PLAN
FT
625
CONDUIT, 1
", AS PER PLAN
PER PLAN
625
TRENCH IN PAVED AREA, AS
625
PER PLAN
625
PULL BOX, CONCRETE 48", AS
625
4" WITH INTERDUCT, AS PER
PER PLAN
625
PULL BOX, CONCRETE 32", AS
PULL BOX 1
8", AS PER PLAN
PER PLAN
PER PLAN
PER PLAN
AS PER PLAN
POWER SERVICE, GROUNDING,
4", AS PER PLAN
2.5", AS PER PLAN
2", AS PER PLAN
625
SUBSUM M A RY
FT
625
E LE C T R IC
120
FT
625
&
FT
625
IT S
625
AS PER PLAN
625
GENERAL
2
486
43
DATE: 3/24/2016
225
625
EXISTING CONDUIT CLEANED,
SHEET
NO.
202
2
2
201
1
2
2
2
CO TA
C LE V E LA N D
BRT
3/24/2016 12:21:58 PM
A V E.
c:\pwworki
ng\pi
tt\d1174091\BRTGS002d.
dgn
l
m ccutch
109
1
115
2
120
2
125
1
49
130
2
103
141
73
146
147
159
43
172
90
178
56
200
213
208
90
218
102
224
132
230
232
129
233
241
105
258
250
260
101
267
107
273
1674
1
31
6
1
1
2
4
211
AGGREGATE BASE
EACH
CY
CY
17
17
SY
99
FT
2
189
34
1
1
195
71
1
6
151
1
1
236
3
8
2
2
12
8
EACH
12
1
EACH
EACH
EACH
CY
124
21
166
183
394
1
2
1
1
TOTALS CARRIED TO
1
1
1
1
1
1
2
20
801
6I
NCH W ATER PI
PE AND
99
20
1
11
1
180
136
99
1
35
3
230
EACH
EACH
2
2
167
1
1
114
4
4
216
3
3
57
3
3
263
2
2
148
3
3
196
EACH
SY
2
1
2
2
10
1
10
1
SUBSUM M A RY
809
SPECIAL
323
286
391
157
218
351
GENERAL SUMMARY
3163-E
CHECKED
CALCULATED
CONCRETE BUS PAD
LF
FI
RE HYDRANT,RELOCATED
FI
TTI
NGS
REM OVED
621
RAI
SED PAVEM ENT M ARKER
I
NSTALLED
RAI
SED PAVEM ENT M ARKER
M ATERI
AL
621
D R A IN A G E
912
AAS133A
604
COM PACTED GRANULAR
604
CATCH BASI
NS
AAS102
604
M ANHOLE
GRADE
604
CATCH BASI
N,ADJUSTED TO
GRADE
603
M ANHOLE,ADJUSTED TO
452
12" CONDUI
T,TYPE A
CONCRETE PAVEM ENT
8" NONREI
NFORCED
PERM ANENT PAVEM ENT
FENCE
304
3818
486
44
DATE: 3/24/2016
102
259
&
99
I
NLET PROTECTI
ON
FT
207
S PPP, PA V E M E N T
SHEET
NO.
PERI
M ETER FI
LTER FABRI
C
207
FLAGGERS AND LEO'S SHALL BE EQUIPPED ACCORDING TO THE
STANDARDS FOR FLAGGING TRAFFIC CONTAINED IN THE OMUTCD.
AND/OR THEIR LEAD-IN CABLES THE CONTRACTOR SHALL REPLACE
DETOURED AWAY FROM THE CONSTRUCTION SITE. TRAFFIC
FLAGGING OPERATIONS PERFORMED BY LEO'S OR DESIGNATED
THEM. AT ANY LOCATION WHERE DETECTION IS CHANGED FROM
FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE
CONTROL FOR PEDESTRIAN MOVEMENT SHALL BE AS PER FIGURES
FLAGGERS SHALL ONLY BE PERMITTED AS LONG AS ALL TRAFFIC
MAG PROBE UNITS TO LOOPS, THE CONTRACTOR SHALL REPLACE
CONTRACTOR IN ACCORDANCE WITH THE OHIO MANUAL OF
6H-28 (TA-28) AND 6H-29 (TA-29) OF PART VI OF THE OHIO
CONTROL IS IN PLACE ACCORDING TO FIGURE 6H-10 (TA-10) IN
THE PROBE LEAD-IN WITH LOOP LEAD-IN CABLE. ALL REPAIRS TO
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIDEWALK
THE OHIO MANUAL.
DETECTION SHALL BE COMPLETED WITHIN 21 DAYS FROM DAMAGE
HIGHWAYS (CURRENT EDITION). COPIES ARE AVAILABLE FROM
DIVERSIONS AND TEMPORARY MID-BLOCK CROSSINGS SHALL BE
THE OHIO DEPARTMENT OF TRANSPORTATION, OFFICE OF
PRE-APPROVED BY THE PROJECT ENGINEER OR THE TEMPORARY
IF THE CONTRACTOR WISHES TO UTILIZE LEO'S FOR TRAFFIC
REPAIR REQUIREMENT CANNOT BE SATISFIED AT ANY LOCATION
CONTRACTS, 1980 WEST BROAD STREET, COLUMBUS, OHIO
TRAFFIC CONTROL COORDINATOR.
CONTROL OTHER THAN FOR WHAT IS REQUIRED IN THE PLANS,
WHERE THE CONTRACTOR DAMAGES DETECTORS AND/OR THEIR
THEY DO SO AT THEIR OWN EXPENSE. THE CONTRACTOR SHALL
LEAD-IN CABLES, THE CONTRACTOR, AT THE DISCRETION OF
6.THE CONTRACTOR SHALL MAINTAIN ALL PERMANENT TRAFFIC
MAKE ARRANGEMENT THROUGH THE COLUMBUS POLICE DIVISION
SIGNAL OPERATIONS PERSONNEL, MAY BE REQUIRED TO INSTALL A
CONTROLS NOT IN CONFLICT WITH THE TEMPORARY TRAFFIC
AT (614) 645-4795 FOR WORK AREAS OUTSIDE OF THE CITY OF
VERSICAM FLEX CAMERA SYSTEM OR TEMPORARY LOOP
CONTROLS THROUGHOUT THIS PROJECT. PERMANENT TRAFFIC
WESTERVILLE. AREAS WITHIN THE CITY OF WESTERVILLE LIMITS
DETECTION. ANY CONTRACTOR FAILING TO COMPLY WITH THESE
CONTROLS MAY BE TEMPORARILY RELOCATED OR COVERED, AS
THE CONTRACTOR SHALL MAKE ARRANGEMENT THROUGH THE
GUIDELINES SHALL BE SUBJECT TO PENALTY TO THE SUM OF
TRAFFIC CONTROL IS IN PLACE AND APPROVED BY THE
APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL ASSUME ALL
WESTERVILLE POLICE DIVISION AT (614) 882-7444
$100.00 PER DAY FOR EACH DAY BEYOND THE 21 DAY REPAIR
DIVISION OF DESIGN AND CONSTRUCTION INSPECTOR. IF THE
LIABILITY FOR MISSING, DAMAGED, OR IMPROPERLY PLACED SIGNS.
43216. NOTE: ALL DEVICES SHALL COMPLY, FOR CONDITION
7.ANY WORK DONE BY WESTERVILLE, FRANKLIN COUNTY AND THE
MET TO THE SATISFACTION OF THE SIGNAL OPERATION'S
CONTRACTOR AND THE CONTRACTOR SHALL BE RESPONSIBLE
PERSONNEL. THIS PENALTY DEDUCTION SHALL BE SPECIFIC FOR
MARKINGS AND THE REMOVAL OF CONFLICTING TRAFFIC
DIVISION OF PLANNING AND OPERATIONS, INCLUDING
FOR THEIR ACTIONS. ALTHOUGH EMPLOYED BY THE
EACH SIGNALIZED INTERSECTION AFFECTED BY THIS PROJECT AND
CONTROLS, THEIR PERMIT SHALL BE REVOKED AND ALL WORK
INSTALLATION, RELOCATION, REMOVAL AND/OR REPLACEMENT OF
CONTRACTOR, THE CITY REPRESENTATIVE SHALL HAVE CONTROL
SEPARATE FROM ANY LIQUIDATED DAMAGES FOR THE PROJECT AS
SHALL BE TERMINATED. TEMPORARY PAVEMENT MARKINGS
TEMPORARY TRAFFIC CONTROL DEVICES AS A RESULT OF WORK
OVER THEIR PLACEMENT. LEO'S SHALL NOT HAVE THE
A WHOLE. THE WORK TO INSTALL THE DETECTION SHALL
SHALL INCLUDE, BUT NOT BE LIMITED TO, CHANNELIZING
DONE BY THE CONTRACTOR OR AS A RESULT OF NEGLIGENCE OF
AUTHORITY TO CHANGE, EDIT OR MODIFY ANY MOT SCHEME
CONFORM TO O.D.O.T. STANDARD CONSTRUCTION DRAWING
LINES, EDGE LINES, AND CENTERLINES SHALL BE INSTALLED
THE CONTRACTOR, SHALL BE AT THE CONTRACTOR'S EXPENSE.
WITHOUT THE PERMISSION OF THE TEMPORARY TRAFFIC
TC-82.10 (DATED 4/19/02 OR LATER) AND TO THE CURRENT STATE
CONTROL COORDINATOR OR PROJECT ENGINEER UNLESS AN
OF OHIO CONSTRUCTION AND MATERIAL SPECIFICATION WITH THE
EMERGENCY DEVELOPS.
FOLLOWING PROVISIONS:
A.THE CONTRACTOR SHALL PROVIDE THE DIVISION OF DESIGN AND
AND MAINTAINED ON ALL CONSTRUCTION OPERATIONS
LASTING A MINIMUM OF 14 CALENDAR DAYS OR AS DIRECTED
8.THE ROADWAY SHALL NOT BE OPENED TO NON-CONSTRUCTION
BY THE TEMPORARY TRAFFIC CONTROL COORDINATOR OR THE
TRAFFIC UNTIL UNTIL THE CRITICAL PERMANENT TRAFFIC
PROJECT ENGINEER.
CONTROLS ARE IN PLACE, OR UNTIL TEMPORARY TRAFFIC
IF A SAFETY HAZARD DEVELOPS, A LEO MAY BE ASSIGNED BY
CONTROLS APPROVED BY THE ENGINEER, ARE INSTALLED. THE
THE COLUMBUS OR WESTERVILLE PUBLIC SAFETY AND/OR THE
CONSTRUCTION'S INSPECTOR OR THE CITY OF WESTERVILLE,
CRITICAL PERMANENT TRAFFIC CONTROLS ARE STOP, YIELD,
PUBLIC SERVICE DIRECTOR AT THE CONTRACTOR'S EXPENSE.
PRIOR TO THE COMMENCEMENT OF WORK, THE IMSA
3.THE CONTRACTOR SHALL GIVE ADVANCE NOTIFICATION
(WRITTEN AND VERBALLY) TO THE TEMPORARY TRAFFIC
ONE WAY, DO NOT ENTER AND RESTRICTED TURN SIGNS. OTHER
CONTROL COORDINATOR AT 645-6269 OR 645-5845, THE
CRITICAL SIGNS MAY NOT BE NOTED ON THE PLANS AS WELL.
ITEM 614 - LAW ENFORCEMENT OFFICER (LEO) WITH PATROL
PAPERS FOR ALL SIGNAL TECHNICIANS WORKING ON THIS
COLUMBUS PAVING THE WAY PROGRAM COORDINATOR AT
THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE PREMATURE
CAR, AS PER PLAN
PROJECT.
645-7283 OR 645-6016, THE WESTERVILLE CITY ENGINEER AT
REMOVAL OF TEMPORARY TRAFFIC CONTROLS.
614-901-6665, THE FRANKLIN COUNTY ENGINEER AT
614-525-3030, AND THE PROJECT ENGINEER, OR
(INTERNATIONAL MUNICIPAL SIGNAL ASSOCIATION) CERTIFICATION
IN ADDITION TO THE LEO AND FLAGGER HOURS INCLUDED IN ITEM
ITEM 614 - MAINTAINING TRAFFIC, LUMP SUM
[email protected] PROJECT ENGINEER, AND THE
MARKED OR DIMENSIONED DRAWINGS SHALL BE SUBMITTED TO
HAVE BEEN CARRIED FORWARD TO THE GENERAL SUMMARY TO BE
THE INSPECTION SERVICES SECTION BY DIVISION OF DESIGN
SENIOR SERVICE PLANNER OF COTA AT 614-308-4373 OR FAX
ALL COSTS THAT CONSIST OF MAINTAINING AND PROTECTING
USED AS DIRECTED BY THE ENGINEER OR AN ACCEPTABLE
AND CONSTRUCTION SECTION PERSONNEL OR THE CITY OF
614-275-5933, INFORMING THEM OF ALL UPCOMING
VEHICULAR AND PEDESTRAIN TRAFFIC ACCORDING TO THE LATEST
REPRESENTATIVE OF THE CITY OF COLUMBUS OR CITY OF
WESTERVILLE. LOCATION OF FINAL PAVEMENT MARKINGS OR
MAINTENANCE OF TRAFFIC CHANGES ON A WEEKLY BASIS.
EDITION OF THE CITY OF COLUMBUS CONSTRUCTION AND
WESTERVILLE. THE OFFICIAL PATROL CAR WITH TOP MOUNTED
THE MARKINGS THEMSELVES SHALL BE CLEARLY INDICATED ON
NOTIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO,
MATERIAL SPECIFICATIONS, THE OHIO MANUAL OF UNIFORM
EMERGENCY FLASHING LIGHTS SHALL BE A PUBLIC SAFETY VEHICLE
THE ASPHALT PRIOR TO DETECTOR LOCATIONS BEING MARKED.
WHAT, WHERE, WHEN, AND HOW PEDESTRIAN AND VEHICULAR
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS
AS REQUIRED BY THE OHIO REVISED CODE. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL LAYOUT THE LOOPS ON THE
TRAFFIC WILL BE AFFECTED, AND THE TEMPORARY TRAFFIC
(OMUTCD), AS PER THE REQUIREMENTS DESIGNATED IN THE PLAN
BE PAID FOR THIS BID ITEM ONLY IF DIRECTED BY THE ENGINEER.
PAVEMENT IF DRAWINGS ARE SUBMITTED. IF DRAWINGS HAVE
CONTROL PROCEDURES THE CONTRACTOR IS PLANNING TO
INCLUDING ALL LAW ENFORCEMENT OFFICER (LEO) AND FLAGGER
USE. THE TYPE OF TRAFFIC CHANGE SHALL DETERMINE THE
HOURS SHALL BE INCLUDED IN THE LUMP SUM ITEM 614.
ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR, AS PER
LENGTH OF ADVANCE NOTIFICATION REQUIRED:
IN ADDITION TO THE REQUIREMENTS HEREIN, AND THE LATEST
PLAN -
NOT BEEN PROVIDED, CONTACT SIGNAL OPERATIONS
30 HOURS
ADVANCE NOTIFICATION NEEDED
DEVICES, A UNIFORMED LAW ENFORCEMENT OFFICER (LEO) SHALL
ITEM 614 - LAW ENFORCEMENT OFFICER (LEO) WITHOUT
DETOURS/ROAD CLOSURES
30-DAY NOTIFICATION
BE PROVIDED FOR CONTROLLING TRAFFIC UNDER THE FOLLOWING
PATROL CAR, AS PER PLAN
PRIOR TO CLOSURE
CONDITIONS:
2 WEEKS OR MORE
2-WEEKS
* WORK WITHIN A SIGNALIZED INTERSECTION, DEFINED AS THE
AREA BOUNDED BY THE REAR X-WALK LINES
LANE CLOSURES OF LESS
THAN 2 WEEKS
* WHEN FLAGGING WITHIN THE INTERSECTION OF TWO ARTERIAL
3-DAYS
ROADWAYS
* WHEN SPECIFIED IN THE MAINTENANCE OF TRAFFIC PLAN OR AS
LANE CLOSURES OF 2
DAYS OR LESS
* WHEN SHIFTING TRAFFIC LEFT OF CENTER, THROUGH A
SIGNALIZED INTERSECTION, WITHOUT SHIFTING SIGNAL HEADS.
C.THE SAW SLOT DEPTH FOR LOOP WIRE INSTALLATION SHALL
BE FOUR (4) INCHES WITH SIX (6) INCHES AT THE CONDUIT
MAINTAINING TRAFFIC, LUMP SUM; THE FOLLOWING QUANTITIES
ENTRANCE. IF ADVERSE PAVEMENT CONDITIONS WARRANT,
HAVE BEEN CARRIED TO THE GENERAL SUMMARY TO BE USED AS
DEPTH MAY BE INCREASED TO SIX (6) INCHES THROUGHOUT
DIRECTED BY THE ENGINEER OR AN ACCEPTABLE REPRESENTATIVE
AND SHALL BE DETERMINED BY THE DIVISION OF DESIGN AND
FOR THE CITY OF COLUMBUS. THE CONTRACTOR SHALL BE PAID
CONSTRUCTION INSPECTOR OR THE CITY OF WESTERVILLE.
FOR THIS BID ITEM ONLY IF DIRECTED BY THE ENGINEER.
D.EACH LOOP SHALL HAVE ITS OWN CONDUIT FROM EDGE OF
ITEM 614, LAW ENFORCEMENT OFFICER WITHOUT PATROL CAR, AS
PER PLAN -
30 HOURS
THE COTA SENIOR SERVICE PLANNER SHALL BE CONTACTED 30
A FLAGGER SHALL BE UTILIZED TO ASSIST IN CONTROLLING
ROUTES. ANY OTHER UNFORESEEN IMPACTS TO TRAFFIC SHALL
TRAFFIC WHILE EQUIPMENT IS ENTERING OR EXITING AN
BE IMMEDIATELY REPORTED AS THEY OCCUR.
INTERSECTION OR WORK ZONE. THE CONTRACTOR MAY UTILIZE
1. ANY WORK DONE BY WESTERVILLE, FRANKLIN COUNTY AND THE
THEIR OWN OR LEO UNDER PAY ITEM 614 MAINTAINING TRAFFIC,
DIVISION OF PLANNING AND OPERATIONS, INCLUDING
LUMP SUM.
INSTALLATION, RELOCATION, REMOVAL AND/OR REPLACEMENT OF
PERMANENT TRAFFIC CONTROL DEVICES AS A RESULT OF WORK
SHALL BE SUPPLIED COPIES OF ALL NOTIFICATION LETTERS
DONE BY THE CONTRACTOR OR AS A RESULT OF NEGLIGENCE OF
SENT TO AREA BUSINESSES AND RESIDENTS.
THE CONTRACTOR, SHALL BE AT THE CONTRACTOR'S EXPENSE.
ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.
THE DIVISION OF DESIGN AND CONSTRUCTION INSPECTOR OR
EXISTING PERMANENT TRAFFIC CONTROL ITEMS
WESTERVILLE CITY ENGINEER AND FRANKLIN COUNTY ENGINEER
4.ACCESS FOR PEDESTRIAN AND VEHICULAR TRAFFIC TO ALL
PAVEMENT TO PULL BOX UNLESS SPECIFIED OTHERWISE BY
THE CITY OF WESTERVILLE.
DAYS PRIOR TO ANY PLANNED CLOSURE ON ASSIGNED COTA
THE COLUMBUS PAVING THE WAY PROGRAM COORDINATOR, THE
CALL 645-7393.
IN ADDITION TO LEO AND FLAGGER HOURS INCLUDED IN ITEM 614
DIRECTED BY THE PROJECT ENGINEER
1-DAY
WORKING DAYS PRIOR TO NEEDING THE LOCATION MARKED. IF
UNABLE TO MAKE CONTACT THROUGH THE ABOVE NUMBERS,
TYPE OF CHANGE
LANE CLOSURES LASTING
PERSONNEL AT 645-0423 (CELL 419-4501) AT LEAST TWO
CO TA
C LE V E LA N D
BRT
AM
sbeal
EDITION OF THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL
2/15/2016 10:36:27
B.LOCATIONS OF THE REPLACEMENT DETECTION SHALL BE FIELD
614 MAINTAINING TRAFFIC, LUMP SUM; THE FOLLOWING QUANTITIES
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REINSTALLATION
AND/OR REPLACEMENT OF ALL PERMANENT TRAFFIC CONTROL
DEVICES DAMAGED OR REMOVED DURING CONSTRUCTION.
PERMANENT TRAFFIC CONTROL NO LONGER IN CONFLICT WITH
45
TEMPORARY TRAFFIC CONTROL SHALL BE REPLACED IMMEDIATELY.
3163-E
486
DATE: 3/24/2016
INCLUDING THE INSTALLATION OF TEMPORARY PAVEMENT
PERIOD ON A PER INTERSECTION BASIS, UNTIL CONDITIONS ARE
LEO'S SHALL BE CONSIDERED TO BE EMPLOYED BY THE
G EN ERA L
CONTRACTOR DOES NOT COMPLY WITH THE STANDARDS,
T R A FFIC
2.CONSTRUCTION OPERATIONS SHALL NOT BEGIN UNTIL ALL
OF
350 CRASH TESTING GUIDELINES.
M A IN T E N A N C E
AND LOCATION, WITH THE CURRENT EDITION OF THE NCHRP
N O T ES
TO DETECTION ON A PER INTERSECTION BASIS. IF THE 21 DAY
AVE
1. ALL TEMPORARY TRAFFIC CONTROL (TTC) DEVICES SHALL BE
c:\pwworki
ng\pi
tt\d1173996\BRTMN001.
dgn
3.AT ANY LOCATION WHERE THE CONTRACTOR DAMAGES DETECTORS
AND SAFE MOVEMENT OF PEDESTRIANS THROUGH, AROUND, OR
CHECKED
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION
CALCULATED
TEMPORARY TRAFFIC CONTROL ITEMS
AT 645-0423 (CELL 419-4501) AFTER ALL LOOPS HAVE BEEN
HAVE ALL STAINLESS STEEL HARDWARE. THE PULLBOX COVER
INSTALLED AT EACH INTERSECTION. IF UNABLE TO MAKE
SHALL HAVE THE WORD "TRAFFIC" ON IT. THE COVER SHALL BE
CONTACT THROUGH THE ABOVE NUMBER, CALL 645-7393. THE
BOLTED TO THE BOX AND SHALL BE EITHER POLYMER
DIVISION OF PLANNING AND OPERATIONS SHALL INSPECT ALL
CONCRETE OR STEEL PLATE. THE COVER PLUS HOUSING AS A
SENSORS AND TEST AS NECESSARY. THE CONTRACTOR SHALL
UNIT SHALL BE RATED TO WITHSTAND A MINIMUM 20,000 LB.
REPLACE ALL LOOPS NOT MEETING SPECIFICATIONS.
STATIC LOAD OVER A 10"X10" AREA AS PER ASTM C-857. THE
ITEM 614 - LUMP SUM, MAINTAINING TRAFFIC
SAFETY WALL/PANELS:
A SAFETY WALL OR SOLID PANEL PEDESTRIAN BARRICADE SHALL BE
USED TO PROVIDE AN ENCLOSED WORK AREA WHEN WORKING IN A
MAINTAINING TRAFFIC DURING HOLIDAYS AND SPECIAL EVENTS
HIGH PEDESTRIAN TRAFFIC AREA AND ALLOWING PEDESTRIAN
MOVEMENTS PAST OR NEAR THE WORK AREA OR WHEN REQUIRED BY
CONCRETE PULL BOXES, THE SUPPLIED ASSEMBLIES SHALL BE
NO WORK SHALL BE PERFORMED AND ALL EXISTING LANES SHALL BE
THE PROJECT ENGINEER OR TEMPORARY TRAFFIC CONTROL
AS FOLLOWS: CDR SYSTEMS MODEL SA32-1015-18, OR
OPEN TO TRAFFIC DURING DESIGNATED HOLIDAYS OR SPECIAL
COORDINATOR. THE DEVICE SHALL BE A SOLID PANEL WITH A FLAT
SYNERTECH MODEL 11"X18". SIX (6) INCHES OF #4 AGGREGATE
EVENTS INCLUDING THE OHIO STATE FOOTBALL HOME GAMES. THE
VERTICAL SURFACE AREA WITH A MINIMUM HEIGHT OF 36" TO
SHALL BE PLACED AT THE BOTTOM OF THE PULLBOX. NO
PERIOD OF TIME THAT THE LANES ARE TO BE OPEN DEPENDS ON
PREVENT ANY MATERIAL BEING EJECTED OUT OF THE WORK AREA
CONDUIT SHALL PROTRUDE MORE THAN THREE (3) INCHES INSIDE
THE DAY OF THE WEEK ON WHICH THE HOLIDAY OR EVENT FALLS.
AND FOR PEDESTRIAN WORK ZONE ENCROACHMENT PROTECTION WHEN
THE PULLBOX. CONDUIT ELLS OR EXTENSIONS MAY BE USED
CONTACT THE CITY OF COLUMBUS TEMPORARY TRAFFIC CONTROL
THE WALK AREA IS EXCAVATED. THE DEVICE SHALL NOT HAVE ANY
TO ALIGN THE CONDUIT WITH THE HOUSING. THE COST FOR
COORDINATOR, TIM SWAUGER AT 645-5845 OR CELL 614-419-0789
OBSTACLES THAT PROTRUDE INTO THE WALKWAY AND SHALL HAVE
EXTENSIONS OR ELLS IF NEEDED SHALL BE INCIDENTAL TO THE
FOR EVENT DATES, LOCATIONS, AND SCHEDULE.
ORANGE RETROREFLECTIVE SHEETING. THE DEVICE SHALL HAVE THE
PER UNIT PRICE.
N O T ES
MAXIMUM. IF THE PROJECT DOES NOT SPECIFY 713.08
G EN ERA L
BOX DEPTH SHALL BE 18 INCHES MINIMUM TO 30 INCHES
PEDESTRIAN BARRICADES
ABILITY TO ACCEPT WARNING LIGHTS OR AUDIBLE INFORMATION
HOLIDAYS:
DEVICES WHEN REQUIRED BY THE PROJECT ENGINEER OR TEMPORARY
TRAFFIC CONTROL COORDINATOR. THE DEVICE SHALL PROVIDE SAFE,
BE MADE IN AN ANCHOR BASE STRAIN POLE OR A CONDUIT
- CHRISTMAS
CONTINUOUS, DETECTABLE GUIDANCE FOR PEDESTRIANS INCLUDING
RISER SPECIFIED BY THE DIVISION OF PLANNING AND
- NEW YEARS
THOSE WITH LIMITED VISION OR MOBILITY ISSUES AND BE SAFELY
OPERATIONS REPRESENTATIVE, EXCEPT WHERE A CONTROLLER
- FOURTH OF JULY - RED, WHITE AND BOOM FIREWORKS NIGHT
SECURED WITH INTERNAL OR EXTERNAL BALLAST. THE PEDESTRIAN
WIRE SHALL BE ROUTED DIRECTLY INTO THE CABINET.
(12N - 3:00 AM)
- MEMORIAL DAY
BARRICADE SHALL COMPLY WITH THE LATEST REQUIREMENTS OF THE
T R A FFIC
F.WHEN A PULLBOX IS NOT USED, THE SOLDERED SPLICE SHALL
CABINET IS MOUNTED ON THAT POLE IN WHICH CASE THE LOOP
MUTCD AND ADA GUIDELINES.
- LABOR DAY
CONNECTIONS ARE REQUIRED, THE CONTRACTOR SHALL
- THANKSGIVING
FRIDAY THROUGH 3:00 AM SUNDAY)
NOTIFY THE TRAFFIC OPERATIONS SHOP 645-7393,
MON.-FRI., 8 AM TO 4 PM, TO SCHEDULE CITY FORCES FOR
COORDINATOR. A SAFETY RAIL IS A CONTINUOUS GUIDE RAIL USED
THE CONTRACTOR SHALL BE LIMITED TO CONSTRUCTION ALONG ONE
FOR LONGITUDINAL CHANNELIZATION AND CONSISTS OF AN UPPER
BE BILLED FOR ANY TIME THAT CITY FORCES ARE REQUIRED
SIDE OF THE ROAD AT A TIME WHERE WORK LIMITS ARE WITHIN
AND LOWER 4" OR 6" TALL RAIL. THE UPPER RAIL IS USED FOR
TO WAIT FOR THE CONTRACTORS' WORK TO BE COMPLETED.
500'. WORK WITHIN 500' ON OPPOSING SIDES SHALL BE
HAND GUIDANCE AND THE LOWER RAIL, MINIMUM OF 2" FROM THE
CONSIDERED SEPARATE PHASES.
WALKING SURFACE, IS USED FOR WALKING AIDS. THE DEVICE SHALL
HAVE A FLAT VERTICAL PLANE WITH A MINIMUM HEIGHT OF 36". THE
TRAFFIC FOR DETECTOR LEAD IN SHALL BE ODOT ITEM
IN A PHASED TRAFFIC CONTROL PLAN (MOT) A CONTRACTOR SHALL
DEVICE SHALL NOT HAVE ANY OBSTACLES THAT PROTRUDE INTO THE
725.051
,ODOT CONSTRUCTION AND MATERIAL
NOT BE PERMITED TO START WORK WITHIN A SEQUENTIAL PHASE
WALKWAY AND SHALL HAVE ORANGE RETROREFLECTIVE SHEETING. THE
SPECIFICATIONS, LATEST EDITION. CONDUIT PLACED UNDER
UNTIL THE PREVIOUS PHASE HAS BEEN COMPLETED OR IN THE
DEVICE SHALL HAVE THE ABILITY TO ACCEPT WARNING LIGHTS OR
A ROADWAY OR IN AREAS THAT MAY BEAR TRAFFIC SHALL BE
PROCESS OF PERMANENT OR TEMPORARY PAVEMENT RESTORATION.
AUDIBLE INFORMATION DEVICES WHEN REQUIRED BY THE PROJECT
ODOT ITEM 725.04 (SIZES AND TYPE TO BE DETERMINED BY
MULTIPLE PHASES OF NON-SEQUENTIAL PHASED CONSTRUCTION
ENGINEER OR TEMPORARY TRAFFIC CONTROL COORDINATOR. THE
THE DIVISION OF PLANNING AND OPERATIONS
SHALL ONLY BE PERFORMED WHEN SHOWN IN AN APPROVED PLAN OR
DEVICE SHALL PROVIDE SAFE, CONTINUOUS, DETECTABLE GUIDANCE
REPRESENTATIVE OR THE CITY OF WESTERVILLE. ALL
WITH THE PERMISSION OF THE TEMPORARY TRAFFIC CONTROL
FOR PEDESTRIANS INCLUDING THOSE WITH LIMITED VISION OR
CONDUITS SHALL BE PLACED AT A MINIMUM DEPTH OF 24
COORDINATOR OR PROJECT ENGINEER.
MOBILITY ISSUES AND BE SAFELY SECURED WITH INTERNAL OR
INCHES.
EXTERNAL BALLAST. THE PEDESTRIAN BARRICADE SHALL COMPLY
TEMPORARY TRAFFIC CONTROL - TRENCH REPAIR
I. LOOP WIRE SHALL BE IDENTIFIED WITH A PLASTIC TAG (WBLT,
WITH THE LATEST REQUIREMENTS OF THE MUTCD AND ADA
GUIDELINES.
EBRT, ETC.) AT THE SPLICE POINT OR AT ENTRANCE TO THE
IN AREAS THAT CONDITIONS WILL NOT ALLOW THE USE OF STEEL
CABINET IF LEAD-IN CABLE IS NOT USED.
PLATES. THE CONTRACTOR SHALL LIMIT THE LENGTH OF A TRENCHED
EXCAVATION TO THAT WHICH CAN BE RESTORED TO A PERMANENT
CONDITION AS PER THE DESIGN AND CONSTRUCTION DIVISION'S
STANDARD DRAWING NUMBER 1441 OR TO A TEMPORARILY REPAIRED
OPERATIONS' DETECTION ITEMS SHALL BE INCLUDED IN THESE
CONDITION, STANDARD DRAWING 2161 WITHIN THE SAME DAY OF
PLANS WHEN DIRECTED BY THE PLAN REVIEWER. THESE
EXCAVATION DURING WORKING HOURS. NO OPEN TRENCHES ARE
ESTIMATES ARE FOR THE PURPOSE OF BIDDING THE PROJECT.
PERMITED DURING NON-WORKING HOURS.
THE FOLLOWING IS A LIST OF THE ITEMS AND QUANTITIES
PROJECTED FOR USE IN DETECTOR REPLACEMENT FOR THIS
AN EXCAVATED TRENCH WITHIN THE ROADWAY SURFACE IS
PROJECT:
CONSIDERED TEMPORARILY REPAIRED AFTER PROPERLY BACKFILLED
AND THE PAVEMENT SURFACE RESTORED WITH TEMPORARY
ITEM
QUAINT
UNIT
ITEM DESCRIPTION
202
SF
WALK REMOVED
608
SF
4" CONCRETE WALK
PAVEMENT, ITEM 253. COLD MIX MATERIAL SHALL NOT BE
PERMITTED WITHOUT THE PERMISSION OF THE PROJECT ENGINEER.
632
LF
CONDUIT RISER, 1 OR 2 INCH DIA.
625
LF
CONDUIT 1, 12, OR 2 INCH DIA.
COORDINATOR AGREE THAT AN EXCAVATED AREA CANNOT BE
625
LF
TRENCH
BACKFILLED OR SECURELY PLATED DURING NON-WORKING HOURS, THE
625
EACH
PULL BOX, AS PER PLAN
CONTRACTOR SHALL SECURE THE SITE WITH APPROVED TRAFFIC
632
EACH
DETECTOR LOOP
CONTROL DEVICES.
632
LF
LOOP DETECTOR LEAD-IN CABLE
632
LF
LASH / UNLASH CABLE
1
WHEN THE PROJECT ENGINEER OR THE TEMPORARY TRAFFIC CONTROL
46
3163-E
486
DATE: 3/24/2016
REPLACEMENT OF THE DIVISION OF PLANNING AND
AVE
J.THE ITEMS AND ESTIMATED QUANTITIES FOR THE
CO TA
C LE V E LA N D
BRT
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PROJECT ENGINEER OR TEMPORARY TRAFFIC CONTROL
BE AVAILABLE AT THE AGREED TIME. THE CONTRACTOR WILL
H.CONDUIT PLACED IN "RIGHT OF WAY" AREAS BEARING NO
2/15/2016 10:36:30 AM
A SAFETY RAIL PEDESTRIAN BARRICADE SHALL BE USED IN AREAS
WHERE A SOLID PANEL IS NOT REQUIRED OR WHEN REQUIRED BY THE
PHASED CONSTRUCTION - WORK LIMITS
MAKING THE ACTUAL CONNECTIONS. THE CONTRACTOR SHALL
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SAFETY RAILS:
- OHIO STATE UNIVERSITY HOME FOOTBALL GAMES (10:00 PM
OF
OR ADJUSTMENTS INSIDE THE CONTROL CABINET. WHEN SUCH
G.THE CONTRACTOR SHALL NOT MAKE ANY WIRING CONNECTIONS
CHECKED
THE CONTRACTOR SHALL NOTIFY SIGNAL OPERATION PERSONNEL
DUTY, TO BE INSTALLED IN CONCRETE WALKWAYS, AND SHALL
CALCULATED
E.THE PULLBOX ASSEMBLY SHALL BE RATED AS MEDIUM TO HEAVY
SITE
STREET NAME
SIGNALIZED
PAVEMENT
LANE
WIDTH
WIDTH(S)
PARKING
EXISTING CONDITIONS
COTA
TRAFFIC
TRAFFIC
TYPE
LEO
DETAIL
DETOUR
WEEKDAY WORK
WEEKEND WORK
ROUTE
PATTERN
PATTERN
CLOSURE
REQUIRED
NAME/PG. #
PG.#
HOURS
HOURS
1
SITE
SIGNALIZED
PAVEMENT
LANE
COTA
TRAFFIC
TRAFFIC
TYPE
LEO
DETAIL
DETOUR
WEEKDAY WORK
WEEKEND WORK
INTERSECTIONS
WIDTH
WIDTH(S)
PARKING
ROUTE
PATTERN
PATTERN
CLOSURE
REQUIRED
NAME/PG. #
PG.#
HOURS
HOURS
WALLCREST BLVD. SB
56'
11'
N
Y
2W-5L
2W-3L
RIGHT LANE
N
82
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
STREET NAME
47
MAINTENANCE OF TRAFFIC CONDITIONS
CHECKED
Maintenance of Traffic Table for Multiple Bus Stop & Trenching Locations
MAINTENANCE OF TRAFFIC CONDITIONS
INTERSECTIONS
CALCULATED
Maintenance of Traffic Table for Multiple Bus Stop & Trenching Locations
EXISTING CONDITIONS
RT. LANE
2
HIGH ST.
MAIN ST.
60'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
RICH ST.
54'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
48
WALLCREST BLVD. NB
56'
11'
N
Y
2W-5L
2W-3L
RIGHT LANE
N
83
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
49
BLENDON WOODS BLVD. SB
52'
10'
N
Y
2W-5L
2W-4L
RIGHT LANE
N
CLOSURE TYP.
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
50
BLENDON WOODS BLVD. NB
52'
10'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
84
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
RT. LANE
3
RT. LANE
TOWN ST.
54'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
RT. LANE
5
51
6
STATE ST. SB
56'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
51
7
W. BROAD ST. NB
55'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
COMMUNITY PARK DR. SB
63'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
COMMUNITY PARK DR. NB
56'
12'
N
Y
2W-6L
2W-6L
RIGHT LANE
N
84
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
COOPER RD. SB
36'
12'
N
Y
2W-3L
2W-2L
RIGHT LANE
Y
86
N
9:00 AM to 3:30 PM
SEE NOTE
COOPER RD. NB
36'
12'
N
Y
2W-3L
2W-2L
RIGHT LANE
Y
85
N
9:00 AM to 3:30 PM
SEE NOTE
MAIN ST. SB
63'
12'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
87
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
SEE NOTE
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
52
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
53
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
54
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
57
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
58
MAIN ST. NB
63'
12'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
87
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
59
EXECUTIVE CAMPUS DR. SB
60'
12'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
CLOSURE TYP.
RT. LANE
SCHROCK RD.
RT. LANE
8
W. BROAD ST. SB
54'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
RT. LANE
9
LONG ST. NB
54'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
10
LONG ST. SB
54'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
11
NATIONWIDE BLVD. NB
59'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
CLEVELAND AVE.
RT. LANE
RT. LANE
RT. LANE
RT. LANE
12
NATIONWIDE BLVD. SB
59'
12'
N
Y
2W-4L
2W-3L
RIGHT LANE
N
CLOSURE TYP.
RT. LANE
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
60
EXECUTIVE CAMPUS DR. NB
60'
12'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
CLOSURE TYP.
RT. LANE
13
NATIONWIDE BLVD.
THIRD ST.
70'
12'
Y
Y
2W-6L
2W-4L
RIGHT LANE
Y
52
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
62
14
NAUGHTEN ST.
5TH ST.
36'
12'
N
Y
1W-2L
1W-1L
RIGHT LANE
Y
52
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
63
N/A
CLEVELAND AVE.
LONG ST.
46'
12'
Y
N
2W-4L
2W-3L
RIGHT LANE
Y
56
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
15
MT. VERNON AVE. NB
46'
12'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
53
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
16
MT. VERNON AVE. SB
46'
12'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
55
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
17
FORT HAYES NB
52'
10'
N
Y
2W-5L
2W-2L
RIGHT LANE
Y
54
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
18
FORT HAYES SB
52'
10'
N
Y
2W-5L
2W-2L
RIGHT LANE
Y
53
N
9:00 AM to 3:30 PM
7:00 AM to 7:00 PM
19
2ND AVE. SB
40'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
56
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
20
2ND AVE. NB
52'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
57
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
21
5TH AVE. SB
42'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
59
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
22
5TH AVE. NB
65'
10'
N
Y
2W-4L
2W-3L
RIGHT LANE
Y
58
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
POLARIS PARKWAY
PRIVATE DRIVE NB
36'
12'
N
Y
1W-3L
1W-2L
RIGHT LANE
Y
CLOSURE TYP.
PRIVATE DRIVE SB
36'
12'
N
Y
1W-3L
1W-2L
RIGHT LANE
Y
CLOSURE TYP.
G EN ERA L
4
N O T ES
RT. LANE
NOTE: NO WORK SHALL BE
PREFORMED ON SUNDAY FOR
SITES WITHIN THE CITY OF
WESTERVILLE LIMITS. WORK
ON SATURDAY SHALL BE
PERMITED BETWEEN THE
T R A FFIC
RT. LANE
OF
HOURS OF 7:00 AM TO 7:00
PM.
42'
10'
N
Y
2W-4L
2W-3L
RIGHT LANE
Y
CLOSURE TYP.
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
11TH AVE. SB
42'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
60
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
25
17TH AVE. SB
57'
10'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
61
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
26
17TH AVE. NB
52'
10'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
62
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
27
24TH AVE. SB
40'
10'
N
Y
2W-4L
SEE DETAIL
RIGHT LANE
Y
63
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
28
24TH AVE. NB
40'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
64
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
29
HUDSON ST. SB
42'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
65
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
30
HUDSON ST. NB
42'
10'
N
Y
2W-4L
SEE DETAIL
RIGHT LANE
Y
66
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
31
GENESSEE AVE. SB
52'
10'
N
Y
2W-4L
2W-3L
RIGHT LANE
Y
67
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
32
GENNESSEE AVE. NB
52'
10'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
68
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
33
WEBER RD. SB
56'
10'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
69
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
34
WEBER RD. NB
56'
10'
N
Y
2W-4L
2W-2L
RIGHT LANE
Y
70
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
35
OAKLAND PARK AVE. NB
56'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
71
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
36
OAKLAND PARK AVE. SB
60'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
71
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
DRUM SPACING
37
HUY RD. NB
64'
11'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
73
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
HUY RD. SB
64'
11'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
74
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
39
NORTHERN LIGHTS SB
66'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
75
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
40
NORTHERN LIGHTS NB
66'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
76
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
41
COOKE RD. SB
64'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
77
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
42
COOKE RD. NB
60'
12'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
78
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
43
LEHNER RD. NB
56'
11'
N
Y
2W-4L
2W-3L
RIGHT LANE
Y
79
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
44
LEHNER RD. SB
56'
11'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
80
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
45
MORSE RD. SB
61'
11'
N
Y
2W-5L
2W-3L
RIGHT LANE
Y
81
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
46
MORSE RD. NB
61'
12'
N
Y
2W-5L
2W-4L
RIGHT LANE
Y
81
N
9:00 AM to 4:00 PM
7:00 AM to 7:00 PM
CLEAR
PB
TAPER
TAPER
FLARE
RATE
RATE
RATE
MINIMUM
MINIMUM
MINIMUM
25
11:1
4:1
8:1
25
40
155
15
30
15:1
5:1
8:1
30
40
200
15
35
21:1
7:1
9:1
35
40
250
15
40
27:1
9:1
10:1
40
80
305
15
45
45:1
15:1
12:1
45
80
360
19
50
50:1
17:1
14:1
50
80
425
19
LIMIT
(MPH)
38
MAXIMUM
SHOULDER
SPEED
MERGING
BUFFER
DRUM SPACING
(FT)
(D)
ZONE
(FT)
WIDTH (E)
TAPER SEC. TANGENT SEC. MINIMUM
(FT)
47
3163-E
486
DATE: 3/24/2016
11TH AVE. NB
AVE
23
24
CO TA
C LE V E LA N D
BRT
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2/15/2016 10:36:33 AM
sbeal
RT. LANE
5. All entrance ramps located between the stopped
traffic and the work area shall be closed.
6. After the highway has been closed and reopened via
message shall be ROAD CLOSED AHEAD (2 sec.), PREPARE
patrol cars per direction shall be provided to block
shall have been met before implementation of another
TO STOP (2 sec.).
traffic and pace motorists to a stop. The number of
short duration closure, except with the approval of
patrol cars shall equal the number of lanes closed on
the Engineer:
2/15/2016 10:36:38 AM
the highway.
3. Patrol cars, with lights flashing, should enter the
stream of traffic at approximately 3 miles before
the point of closure, they should begin the gradual
Traffic shall be brought to a complete
the work area. This slowing operation shall take no
more than 10 minutes.
After traffic has been
stopped, one patrol car shall travel along the
roadway shoulder 500' behind the end of the queued
vehicles.
4. The Contractor shall not begin work until traffic
has been brought to a complete stop.
highway. Each sign shall be equipped with one Type A
flashing warning light and one flare. There shall be
b) The queued traffic shall have dissipated.
the point of closure. At approximately 2 miles before
slow down.
10. The Contractor shall erect and maintain 48" ROAD
WORK AHEAD and Stop Ahead signs on each side of the
a) A minimum period of 15 minutes shall have elapsed; and
one flare at each sign on both sides of the roadway.
The flare shall be replaced if it burns out.
7. The time frame for stopping traffic shall be
specified.
stop a safe distance, between 200' and 500', from
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the closure or as directed by the Engineer. The
this procedure, both of the following requirements
2. A minimum of two law enforecement officers with
WORK AREA
shall be provided during operation. The message sign
shall be placed approximately 4 miles in advance of
the duration of closure will not exceed 15 minutes.
LEGEND
9. An ODOT-approved portable changeable message sign
8. The public shall be given advance notice of the
upcoming closure by providing portable changeable
message signs at the site in advance of the scheduled
closing. Closure information should also be provided to
the Engineer.
1
CHECKED
T R A FFIC
G EN ERA L
1
PATROL CAR
DIRECTION OF TRAFFIC
48
3163-E
486
DATE: 3/24/2016
construction, maintenance and utility operations when
AVE
sbeal
1. This type of highway closure shall be used for all
THIS DRAWING REPLACES PIS 209960 DATED 07-20-201
2.
NOTES:
CO TA
C LE V E LA N D
BRT
Variable
(
See Note 1
0)
W3-1
-48
(
See Note 1
0)
ROAD
WORK
AHEAD
W20-1
-48
PCMS
(
See Note 9)
PLAN INSERT SHEET
Paved Shoulder
209960
2
Paved Shoulder
PIS
2
Stopping Point
To 500' Behind End of Queued Vehicles (See Note 3)
S H O R T -D U R A T IO N C LO S U R E O F
M U LT I-LA N E D IV ID E D H IG H W A Y
1
2
1
1
Slowing Down
OF
200' to 500'
Median
Slowing Down
CALCULATED
N O T ES
CHECKED
209960
1 Mile
E N G IN E E R IN G
OF
RO A D W A Y
O FFIC E
REVIEWED
DESIGNED
REVISION DATE
2600'
PIS NUMBER
4 Miles
07-18-2014
Paved Shoulder
Paved Shoulder
WORK
G20-2-48
AHEAD
WHEN LANE CLOSURES EXCEED
14 CALENDAR DAYS TEMPORARY
D E T A ILS
ROAD
W ORK
AHEAD
3
W 9-
LANE
TEMPORARY MARKINGS
AHEAD
CLOSED
CENTER
30
2R3-
SI
DE ST.
ROAD
STOP
ONLY
LANE CLOSURE
THE G20-2 SIGN IS
ONLY REQUIRED WHEN
WORK WILL EXCEED
180 DAYS OR AS DIRECTED
BY THE PROJECT ENGINEER.
WORK
LANE
TYPICAL
ONE-WAY
DRIVE CLOSURE
MARKINGS, MIN. 4'-0" LONG (740.06) TAPE
MAINLINE ST.
TEMPORARY MARKINGS
SEE NOTE
SHALL BE INSTALLED. CONFLICTING MARKINGS
SHALL BE COVERED WITH NON-REFLECTIVE
MAINLINE
W ORK ZONE
R47b30
GHT
RI
KEEP
KEEP
GHT
RI
R47b30
MAINLINE ST.
TAPER ENDS / TANGENT STARTS
AT WORK AREA
- NO BUFFER ZONE-
D RI
VE
ONE
WAY
MAINLINE ST.
= WORK AREA
AT STREET NAME 10"
B/O
FLASHING ARROW PANEL
PLACED IMMEDIATELY AT END OF TAPER
RIGHT
LANE
CLOSED
AHEAD
R11-3
60" x 30"
= EXISTING SIGNAGE
T R A FFIC
LOCAL TRAFFIC ONLY
SI
DE ST.
STOP
CLOSED
OPTIONAL
54"
AND/OR RESURFACED.
SEE NOTE
R31
ROAD
W ORK
AHEAD
NO
OUTLET W14-2-30"
ROAD
CAN BE USED IF AREA IS TO BE MILLED
CHANNELIZING DEVICES
STA ND A RD
24
2R3-
TAPE OR REMOVED. ITEM 642 PAINT
MAINLINE
CHECKED
ROAD WORK
AHEAD
CENTER
TYPICAL RIGHT
END
ROAD
CALCULATED
TYPICAL
SIDESTREET
CLOSURE
L= TAPER LENGTH- USE OMUTCD PART 6 TABLE 6C-4
FOR SPEEDS 40 MPH OR LESS L=WS^/60
FOR SPEEDS > 45 MPH L=WS
6' TYPE III (PORTABLE)
L= TAPER LENGTH
FIRST SIDESTREET
ROAD
W= WIDTH OF OFFSET
CHANNELIZING DEVICES
WORK
IN FEET
DURING DAYTIME OPERATIONS, DRUMS
S= POSTED SPEED
MAY BE SUBSTITUTED WITH 42" CONES
WITH THE PERMISSION OF THE PROJECT
ENGINEER OR TTC COORDINATOR. DRUMS
AHEAD
LIMIT OF OFF PEAK 85
10' TYPE III BARRICADES ( SOLID ACROSS STREET)
PERCENTILE
WITH TYPE C - STEADY BURN WARNING
CLOSED
AHEAD
CLOSED
ENTER
ROAD
AS DIRECTED BY THE OMUTCD Part 6
Section 6F-83, CURRENT EDITION NIGHT
DO NOT
FLASHING WARNING LIGHTS ON SIGNS
*
WARNING SIGN SIZES
R11-2
R5-1
48" x 30"
ROAD
* INSTALL TYPE A LOW-INTENSITY
DESTREET
SI
POSSIBLE
CLOSED
FROM EXISTING SIGNAGE WHEN
INCREASE SIGN SIZE TO 48" WHEN
ON 4-LANE ARTERIAL OR WIDER.
R11-2
PLACE SIGNS ON BOTH SIDES OF
A ONE-WAY MULTI - LANE STREET.
48" x 30"
36"
CHANNELIZING DEVICE SPACING
*
40' - TANGENTS
20' - TAPERS
* MAINTAIN 200' CLEARANCE
OF
LIGHTS SHALL BE USED AT NIGHT.
CONES MAY ALSO BE REQUIRED ALONG
CENTERLINE.
ROAD
6'-8' - RADII
U-CHANNEL DRIVEPOST
ROAD
WORK
WORK ONLY.
DO NOT
ROAD
AHEAD
ROAD
ENTER
CLOSED
*SIGN SPACING
DRUM WITH TYPE C or TYPE D 360 DEGREE
STEADY BURN WARNING LIGHTS
OR
CLOSED
SPACING STARTS FROM THE FIRST DRUM OR DEVICE
* REMOVE OR COVER R-48 SIGNAGE
LOCATED WITHIN OR 250' LEADING
SPACING IS 100' FOR SPEEDS <= TO 40 MPH
INTO WORKZONE.
OR 350' SPACING FOR SPEEDS >40 MPH
SEE OMUTCD PART 6 TABLE 6C-1
42" REFLECTORIZED CHANNELIZING
DEVICE, CONES
FLAGGER
sbeal
10' TYPE III BARRICADES ( SOLID ACROSS STREET)
1
MERGE TAPER = L
SHIFT TAPER= 1/2 L
LEFT
LANE
CLOSED
AHEAD
1
ROAD
WORK
AHEAD
SI
DE
ST.
SI
DESTREET
2/15/2016 10:36:41 AM
TANGENT= 2L TO 1/2L MIN.
PLACE ON SNS POLE WHEN AVAILABLE
10
W9-3L
STOP
MAINLINE ST.
3
10
PLACE AT END TAPER
8
ON DRUM
PLACE IN TAPER
4
PLACE IN TAPER
PLACE IN TAPER
STOP
MAINLINEST.
CO TA
C LE V E LA N D
BRT
1
MAINLINE ST
11
MAINLINE ST.
ALLEY OR SIDESTREET
2
3
ROAD
LEFT
LANE
CLOSED
AHEAD
RIGHT
LANE
CLOSED
AHEAD
W9-3L
W9-3R
WORK
AHEAD
W9-3R
4
1
5
6
7
10
SI
DE ST.
STOP
SI
DE ST
RIGHT
LANE
CLOSED
AHEAD
SI
DE ST.
WORK
AHEAD
SI
DE ST
ROAD
NOTES
1. 1st Sign in closure series
ALLEY OR SIDESTREET
is placed *100'/350' from first drum.
2. Temporary signs, maintain 200'
clearance from existing signage
9
10
ONE
WAY
KEEP
SI
DE ST
8
whenever possible
STANDARD DRAWING. THIS IS
PROVIDE GUIDANCE ON THE
only.
42" CONE
R3-2-30
R6-2R-24
< 45mph - 100'
>= 45mph - 350'
* THIS DRAWING IS NOT A COC
OMUTCD Part 6 Section 6F- 83,
A WORKING DRAWING TO
SETUP OF LANE CLOSURES
AND SHIFTS FROM 4-LANE
TWO-WAY TO TWO-LANE
TWO-WAY. THE OMUTCD, COC
* SIGN SPACING
L= WS^2/60 40MPH OR LESS
L= WS >= 45MPH
warning lights
on signs as directed by the
current edition for night work
DRUM
RIGHT
R4-7b-18
Flashing
1
11
SEE TABLE 6C-3, OMUTCD
** TAPER=L
3. Install Type A Low-Intensity
MANUALS, STD. DRAWINGS,
4.Remove or cover conflicting
signage located within or 250'
AND TYPICALS SHALL
49
SUPERCEDE THIS DRAWING.
leading into workzone.
3163-E
486
DATE: 3/24/2016
6
6
10
7
N.11'PREFERRED
10'M I
PLACE IN TAPER
8
AVE
MAINLINE ST
MAINLINE ST
SI
DE ST
c:\pwworki
ng\pi
tt\d1173996\BRTMM001.
dgn
SEE FORMULA10713.7780*
2
5
LANE CLOSURE WITH SHIFT, 4-LANE SECTION
CLOSED
USE THIS SIDE
R9-9-30
SI
DEWALK
PEDESTRIAN DETOUR METHODS
CHECKED
CALCULATED
R9-10-24
MT-110.10
(MODIFIED)
(No Sidewalk this Side)
SIDEWALK CLOSED
STREET
AHEAD
CROSS HERE
DETOUR TO
ANOTHER FACILITY
M4-9bL-30
DETOUR
LEGEND
WORK AREA
TYPE I BARRICADE
WITH SIGN
50
3163-E
486
DATE: 3/24/2016
AVE
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1173996\BRTMM002.
dgn
2/15/2016 10:36:45
AM
sbeal
DETOUR
DETOUR TO OTHER SIDE OF STREET
M4-9bL-30
R9-11R-24
M IS C E LLA N E O U S
OF
SIDEWALK
SIDEWALK CLOSED
D E T A ILS
T R A FFIC
M4-9bL-30
CLOSED
R9-9-30
SIDEWALK
DETOUR
M4-9bR-30
DETOUR
STREET
SIDEWALK
STREET
SIDEWALK
R9-1
0-24
USE THIS SIDE
R9-9-30
CLOSED
STREET
M4-9bC-30
DETOUR
SIDEWALK
DETOUR
M4-9bR-30
CLOSED SIDEWALK
Channelization
DETOUR
SIDEWALK
Pedestrian/Work
Area Barriers and
M4-9bC-30
STREET
SIDEWALK
AHEAD
CLOSED
(See Note 2B)
R9-H9a-30
(See Table I)
DETOUR
Barriers and Channeliztion
M4-9bR-30
CROSS HERE
SI
DEWALK CLOSED
R9-1
1
aL-24
Pedestrian / Work Area
SIDEWALK CLOSED
STREET
UM
UM
B
B
B
B
B
FP
B
B
B
FP
FP
B
B
B
B
B
B
B
B
6
3
P6
1
H
W1
E. BROAD ST.
FP
WORK
ROAD
AHEAD
W20-1-36
WORK AREA
3163-E
-36
W20-1
AHEAD
WORK
ROAD
W9-3R-36
AHEAD
CLOSED
LANE
GHT
RI
W4-2R-36
F.A.P.
H IG H
OF
S T .&
UM
AVE
R4-7
18X24
6P-36
-H1
W1
RIGHT
CO TA
C LE V E LA N D
BRT
sbeal
KEEP
STA TE
RIGHT
- S IT E
R4-7
18X24
S T .S B
T R A FFIC
6
3
P6
1
H
W1
486
51
DATE: 3/24/2016
2/15/2016 10:37:09 AM
KEEP
W. BROAD ST.
T.
GH S
I
.H
S
E. STATE ST.
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP006.
dgn
#6
WORK
ROAD
CHECKED
CALCULATED
AHEAD
0
1
5
W20-1-36
HORIZONTAL
SCALE IN FEET
30
60
N
W. STATE ST.
T.
LS
.WAL
S
LEO
UM
UM
UM
AHEAD
W2
01
3
6
WORK
ROAD
UM
UM
LEO
AHEAD
W2
01
3
6
PB
PB
PB
N
AGH
TE
NS
T.
ST.
5TH
ST.
4TH
F.A.P.
W4-2R
-36
RI
GHT
LANE
CLOSED
AHEAD
W9-3R
-36
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
6
3
1
0W2
WORK AREA
3163-E
486
52
DATE: 3/24/2016
UM
A ND
5T H
&
L
E
O
3R D
PB
&
W1
-H1
6P30
CHECKED
CALCULATED
0
W20
-1
-36
ROA
D
WOR
K
AHEA
D
THRU
TRAF
FI
C
MERG
E
LEFT
1
5
HORIZONTAL
SCALE IN FEET
30
60
W1
2-1
-36
W47L30
TURN
RI
GHT
MUST
RI
GHT LA
NE
F.A.P.
N 4
TH
ST.
W1
-H1
6P-36
# 14
N A G H T EN
# 13
MT.VE
R
N
ON AVE
.
&
ROAD
- S IT E
T
N A T IO N W ID E
WORK
AVE
BL
VD
T R A FFIC
NAT
I
ON
WI
DE
BLV
D.
OF
NA
TI
ON
WI
DE
5TH ST.
TYP
EI
I
I
BAR
RI
CAD
E
sbeal
PB
CO TA
C LE V E LA N D
BRT
AM
S
CB
4TH ST.
N
ATI
ON
WI
DE BL
VD.
ST.
4TH
2/15/2016 10:37:27
8"
O LD 3
RD ST
.
W20-1
-36
c:\pwworki
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tt\d1173996\BRTMP011.
dgn
N
T
E/P
|
E/P
12'`
SB LANE
12'`
NB LANE
60
NB LANE
1
5
30
CHECKED
AHEAD
WORK
ROAD
P
0
-36
W20-1
-36
W20-1
6
3
1
0W2
P
CALCULATED
WORK
AHEAD
WORK
F.A.P.
AHEAD
ROAD
W4-2L-36
PROP. DRUMS
PROP. DURING WORK HOURS
AHEAD
LEFT
14' WORK AREA
NB LANE
SB LANE
LANE
E/P
11'
11'
CLOSED
|
W9-3L-36
EX. PAVEMENT WIDTH
E/P
HORIZONTAL
SCALE IN FEET
MT. VERNON AVE
E NAGHTEN ST.
SB LANE
12'`
N
12'`
LEO
PB
CLEVELAND AVE
UM
P
P
ROAD
6P-36
-H1
W1
6P-36
-H1
W1
KEEP
RIGHT
R4-7-1
8X24
LANE
RI
GHT
CLOSED
AHEAD
W9-3R-36
F.A.P.
ROAD
WORK
AHEAD
W20-1
-36
W4-2R-36
ST
PB
WORK
AHEAD
UM
ROAD
W9-3R-36
AHEAD
W4-2R-36
LANE
GHT
RI
F.A.P.
RIGHT
UM
UM
UM
.
D AVE
AN
L
VE
E
L
C
.
D AVE
AN
L
VE
E
L
C
UM
|
E/P
UM
KEEP
RIGHT
WORK
ROAD
E/P
10'`
SB LANE
10'`
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
10'`
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
10'`
SB LANE
UM
EX. PAVEMENT WIDTH
UM
|
UM
LANE
CENTER
AHEAD
CLOSED
W9-3-C-36
AHEAD
R4-7-1
8X24
UM
E/P
WORK AREA
E/P
11'
SB LANE
PROP. DRUMS
S
E
AY
TH
OR
F
DURING WORK HOURS
53
WORK AREA
3163-E
486
DATE: 3/24/2016
AVE
LEO
CO TA
C LE V E LA N D
BRT
.
D AVE
AN
L
VE
E
L
C
-36
W20-1
c:\pwworki
ng\pi
tt\d1173996\BRTMP015.
dgn
2/15/2016 10:37:50 AM
UM
8X24
R4-7-1
KEEP
sbeal
6P-36
-H1
W1
6P-36
-H1
W1
ABS
ABBOTT L
CLOSED
6
3
1
0W2
M A IN T E N A N C E O F T R A FFIC - S IT E # 15 & # 17
C LE V E LA N D A V E & C O LU M B U S S T A T E N B
A N D FO R T H A Y E S S B
PB
TRASH
UM
B
.
D AVE
AN
L
VE
E
L
C
.
D AVE
AN
L
VE
E
L
C
LEO
.
D AVE
AN
L
VE
E
L
C
TRASH
UM
6P-36
-H1
W1
KEEP
UM
WORK AREA
3163-E
CHECKED
0
1
5
|
HORIZONTAL
SCALE IN FEET
30
EX. PAVEMENT WIDTH
486
54
DATE: 3/24/2016
UM
NB
UM
H A Y ES
UM
FO R T
P
&
P
AVE
P
C LE V E LA N D
P
AVE
PROP. DRUMS
# 16
DURING WORK HOURS
- S IT E
B
T R A FFIC
P
OF
NB LANE
W20-1
-36
SB LANE
E/P
WORK AREA
CALCULATED
11'
P
10'`
AHEAD
E/P
CO TA
C LE V E LA N D
BRT
B
60
10'`
NB LANE
ROAD
SB LANE
10'`
NB LANE
WORK
10'`
10'`
NB LEFT
TURN LANE
RIGHT
10'`
8X24
R4-7-1
SB LANE
KEEP
10'`
RIGHT
sbeal
SB LANE
8X24
R4-7-1
6P-36
-H1
W1
KEEP
UM
RIGHT
AM
UM
8X24
R4-7-1
CENTER
LANE
CLOSED
AHEAD
W9-3-C-36
RI
GHT
LANE
CLOSED
AHEAD
W9-3R-36
2/15/2016 10:38:03
UM
F.A.P.
W4-2R-36
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
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dgn
N
E/P
E/P
UM
UM
ONE
WAY
R
6
2
R
2
4
E/P
12'`
SB LANE
12'`
|
FP
U/ C
U/ C
15' WORK AREA
12'`
SB LANE
SB LANE
12'`
E/P
NB LANE
NB LANE
EX. PAVEMENT WIDTH
E/P
|
11'
11'
E/P
NB LANE
WORK AREA
3163-E
# 16
STA TE
- S IT E
PB
C O LU M B U S
PB
A V E .S B
.
D AVE
AN
L
VE
E
L
C
R4-7
8X24
1
RIGHT
KEEP
AHEAD
ROAD
WORK
F.A.P.
CHECKED
0
30
60
W20-1
-36
AHEAD
HORIZONTAL
SCALE IN FEET
1
5
W9-3R-36
ROAD
WORK
AHEAD
W1
-H1
6P-36
CLOSED
LANE
RI
GHT
W4-2R-36
CALCULATED
MATCH LINE, STA. 209+00
.
D AVE
AN
L
VE
E
L
C
C LE V E LA N D
P
T R A FFIC
P
PROP. DRUMS
486
55
DATE: 3/24/2016
AVE
OF
P
ST.
VE
GRO
ROAD
WORK
ST.
ARD
EDW
W1
-H1
6P-36
LEO
CO TA
C LE V E LA N D
BRT
P
KEEP
sbeal
P
RIGHT
2/15/2016 10:38:23 AM
36
1
0W2
R4-7
8X24
1
U/ C
P
GROVE ST.
ROAD
WORK
AHEAD
MT. VERNON
AVE.
F.A.P.
KEEP
AHEAD
P
P
P
W4-2L-36
RIGHT
R4-7
8X24
1
LEFT
LANE
CLOSED
AHEAD
W9-3L-36
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP016.
dgn
6
3
1
0W2
MT. VERNO N AVE.
P
N
NAGHTEN ST.
P
D AVE
AN
L
VE
E
L
C
P
E/P
10'`
ROAD
AHEAD
6
3
1
0W2
10'`
SB LANE
WORK AREA
10'`
|
SB LANE
SB LANE
WORK
14' WORK AREA
6
3
1
0W2
E/P
10'`
SB LANE
E/P
11'
SB LANE
10'`
NB LANE
NB LANE
11'
SB LANE
|
10'`
10'`
NB LANE
NB LANE
|
10'`
10'`
NB LANE
NB LANE
E/P
E/P
|
11'
E/P
NB LANE
PROP. DRUMS
EX. PAVEMENT WIDTH
E/P
ROAD
6
3
L
2
W4
LANE
WORK
AHEAD
-36
W20-1
WORK AREA
3163-E
A V E.
- S IT E
10'`
EX. PAVEMENT WIDTH
2N D
PB
A V E .S B
LEO
T R A FFIC
# 19
.
D AVE
AN
L
VE
E
L
C
6
3
1
0W2
6
3
L
3
W9
ROAD
C LE V E LA N D
OF
WORK
RIGHT
KEEP
8X24
R4-7-1
P
486
56
DATE: 3/24/2016
AVE
WORK
AHEAD
PB
P
CO TA
C LE V E LA N D
BRT
AHEAD
WORK
ROAD
W9-3R-36
CLOSED
AHEAD
RI
GHT
LANE
AHEAD
W20-1
-36
W4-2R-36
F.A.P.
LEFT
LONG ST.
AHEAD
ROAD
8X24
R4-7-1
RIGHT
KEEP
6P-36
-H1
W1
6P-36
-H1
W1
ROAD
W4-2R-36
F.A.P.
CHECKED
CALCULATED
0
30
1
5
HORIZONTAL
SCALE IN FEET
60
W20-1
-36
AHEAD
AHEAD
W9-3R-36
ROAD
WORK
CLOSED
LANE
RI
GHT
6
3
1
0W2
6
3
1
0W2
sbeal
CLOSED
WORK
WORK
AM
AHEAD
AHEAD
.
D AVE
AN
L
VE
E
CL
P
STARR AVE.
2/15/2016 10:38:42
PB
STARR AVE.
ROAD
2ND AVE.
P.
A.
.
F
2ND AVE.
KEEP
RIGHT
8X24
R4-7-1
REYNOLDS AVE.
LEFT
LANE
CLOSED
AHEAD
W9-3L-36
L
E
O
REYNOLDS AVE.
F.A.P.
KEEP
RIGHT
8X24
R4-7-1
W4-2L-36
ROAD
WORK
AHEAD
-36
W20-1
c:\pwworki
ng\pi
tt\d1173996\BRTMP019.
dgn
N
P
P
.
D AVE
AN
L
VE
E
L
C
E/P
AHEAD
WORK
E/P
10'`
11'
NB LANE
11'
SB LANE
14' WORK AREA
NB LANE
EX. PAVEMENT WIDTH
PROP. DRUMS
PB
PB
PB
GIBBARD AVE.
3RD AVE.
WORK AREA
3163-E
AVE
E/P
6
3
1
0W2
|
E/P
2N D
- S IT E
NB
T R A FFIC
6
3
1
0W2
ROAD
C LE V E LA N D
OF
LEO
A V E.
# 19
&
# 20
CHECKED
CALCULATED
.
D AVE
AN
L
VE
E
L
C
486
57
DATE: 3/24/2016
R6
2
R2
4
-36
W20-1
AHEAD
WORK
ROAD
W9-3L-36
AHEAD
CLOSED
LANE
LEFT
W4-2L-36
AHEAD
P
AD
ST
ST
AVE
ON
E
WAY
F.A.P.
NB LANE
WORK
CO TA
C LE V E LA N D
BRT
sbeal
0
HORIZONTAL
SCALE IN FEET
1
5
AHEAD
30
WORK
2/15/2016 10:38:58 AM
SB LANE
ST
ST
SB LANE
10'`
ROAD
6P-36
-H1
W1
10'`
2ND AVE.
10'`
KEEP
|
RIGHT
8X24
R4-7-1
F.A.P.
REYNOLDS AVE.
W4-2R-36
R6
2
R2
4
ROAD
LANE
GHT
RI
ON
E
WAY
E/P
2ND AVE.
AHEAD
CLOSED
ON
E
WAY
W9-3R-36
6
3
1
0W2
6P-36
-H1
W1
WORK
WORK
AHEAD
ROAD
ROAD
W4-3L-36
R6
2
R2
4
AHEAD
-36
W20-1
STARR AVE.
STARR AVE.
c:\pwworki
ng\pi
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dgn
6
3
1
0W2
60
N
REYNOLDS AVE.
.
D AVE
AN
L
VE
E
L
C
ADE
C
I
R
IBAR
I
PE I
TY
.
D AVE
AN
L
VE
E
L
C
CLEVELAND AVE.
OF
SB LANE
SB LANE
11'
SB LANE
NB LANE
11'
NB LANE
EX. PAVEMENT WIDTH
WORK
E/P
|
E/P
NB LANE
W20-1-36
PROP. DRUMS
5TH AVE.
4TH AVE.
C
LE
V
EL
A
N
D
A
V
E.
WORK AREA
3163-E
AVE
E/P
NB
# 21 &
10'`
14' WORK AREA
5T H
10'`
- S IT E
|
&
AHEAD
10'`
AVE
ROAD
10'`
T R A FFIC
P
C LE V E LA N D
P
# 22
CHECKED
CALCULATED
0
MATCHLINE STA. 262+50
P
486
58
DATE: 3/24/2016
W20-1
-36
AHEAD
5TH AVE.
AVE
ROAD
WORK
E/P
CO TA
C LE V E LA N D
BRT
RIGHT
8X24
R4-7-1
6P-36
-H1
W1
KEEP
RIGHT
8X24
R4-7-1
GIBBARD AVE.
F.A.P.
W4-2L-36
KEEP
P
3RD AVE.
LEFT
LANE
P
AHEAD
sbeal
P
CLOSED
2/15/2016 10:39:16 AM
P
W9-3L-36
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP021.
dgn
1
5
WORK
60
ROAD
HORIZONTAL
SCALE IN FEET
30
N
6P-36
-H1
W1
.
D AVE
AN
L
VE
E
L
C
.
D AVE
AN
L
VE
E
L
C
W2
01
3
6
AHEAD
WORK
ROAD
AHEAD
6
3
1
0W2
.
D AVE
AN
L
VE
E
L
C
6
3
10
2
W
WORK AREA
3163-E
486
59
DATE: 3/24/2016
.
D AVE
AN
L
VE
E
L
C
CHECKED
E/P
A V E.
11'`
5T H
NB RIGHT
TURN LANE
A V E .S B
PROP. DRUMS
0
E/P
C LE V E LA N D
DURING WORK HOURS
CALCULATED
NB LANE
# 21
|
- S IT E
EX. PAVEMENT WIDTH
T R A FFIC
10'`
NB LANE
1
5
HORIZONTAL
SCALE IN FEET
30
E/P
AVE
OF
26
7+
0
0
.
D AVE
AN
L
VE
E
L
C
10'`
NB LEFT
TURN LANE
11'`
ST
A
.
SB LANE
11'`
NB RIGHT
TURN LANE
6P-36
-H1
W1
E/P
LI
N
E,
SB LANE
NB LANE
A
T
C
H
10'`
10'`
NB LANE
M
E/P
WORK AREA
10'`
NB LEFT
TURN LANE
CO TA
C LE V E LA N D
BRT
W20-1
-36
AHEAD
WORK
ROAD
W4-7L-36
THRU
TRAFFI
C
MERGE
LEFT
GHT
TURN RI
MUST
GHT LANE
RI
W1
2-1
-36
F.A.P.
SB LANE
60
WORK
AHEAD
N
sbeal
SB LANE
11'`
N
5TH AVE.
2/15/2016 10:39:32 AM
12'`
5TH AVE.
4TH AVE.
ROAD
WORK
AHEAD
-36
W20-1
GIBBARD AVE.
c:\pwworki
ng\pi
tt\d1173996\BRTMP022.
dgn
10'`
ROAD
E/P
|
LEO
W20-1-36
T
B
P
H
11T
KEEP
RIGHT
8
R4-7B-1
KEEP
RIGHT
8
R4-7B-1
UM
E.
AV
AD
RO
RK
WO
D
EA
AH
.
D AVE
AN
L
VE
E
L
C
PB
I
I
TYPE I
CADE
BARRI
EP
KE
E/P
SB LANE
PROP. DRUMS
P
UM
.
D AVE
AN
L
VE
E
L
C
CLEVELAND AVE.
UM
UM
6
-3
1
0W2
R
6
2
R
2
4
W4-2L-36
3163-E
A V E .S B
11'
11T H
- S IT E
|
T R A FFIC
-36
W20-1
EX. PAVEMENT WIDTH
AVE
# 23
E/P
C LE V E LA N D
OF
WORK
AHEAD
4R
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
W9-3R-36
NB LANE
ROAD
11'
AHEAD
E/P
LANE
NB LANE
CLOSED
.
.P
.A
F
14' WORK AREA
NB LANE
GHT
RI
SB LANE
W4-2R-36
SB LANE
10'`
RIGHT
HT
G
RI
W
10'`
WORK AREA
486
60
DATE: 3/24/2016
S
T
UM
|
AVE
UM
10'`
8
R4-7B-1
10'`
KEEP
E/P
F.A.P.
E.
V
A
W
B
P
LEO
T
S
S
W
W
UM
P
F
AF
TR
UM
6P-36
-H1
W1
T
GH 18
RI 7B-
6P-36
-H1
W1
4
R
FT
LE
NE
LA
ED
OS
CL AD
E
AH
&
T
GH 18
RI 7B-
CO TA
C LE V E LA N D
BRT
RIGHT
E.
V
A
8
R4-7B-1
H
T
11
KEEP
B
P
sbeal
B
P
AM
G
ONE
WAY
S
R
6
2
R
2
4
36
L-3
W9
36
L-2
W4
# 24
T
VE.
M A
NHA
BO
F.A.P.
LEFT
LANE
CLOSED
AHEAD
W9-3L-36
2/15/2016 10:39:44
AD
RO
RK
WO AD
E
AH
CHECKED
0
6
-3
-1
20
W
CALCULATED
1
5
HORIZONTAL
SCALE IN FEET
30
E.
V
A
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP023.
dgn
60
N
H
T
11
EP
KE
ONE
WAY
10'`
NB LANE
NB LANE
E/P
6
-3
1
0W2
TH
18
E.
AV
WORK AREA
3163-E
A V E . 17T H
T R A FFIC
A V E.
- S IT E
AD
RO
RK
WO
D
EA
AH
C LE V E LA N D
10'`
# 25
MATCHLINE SEE BELOW
LEO
486
61
DATE: 3/24/2016
AVE
DURING WORK HOURS
OF
E/P
|
CO TA
C LE V E LA N D
BRT
|
10'`
NB LANE
W20-1
-36
E/P
10'`
NB LANE
AHEAD
W9-3R-36
EX. PAVEMENT WIDTH
10'`
NB LEFT
TURN LANE
WORK
ROAD
SB LANE
AHEAD
11'
CLOSED
15' WORK AREA
LANE
GHT
RI
10'`
W4-2R-36
F.A.P.
6P-36
-H1
W1
AD
RO
RK
WO
D
EA
AH
CHECKED
CALCULATED
0
1
5
6
-3
1
0W2
60
6P-36
-H1
W1
HORIZONTAL
SCALE IN FEET
30
R3-H8bj-30
ONLY
-36
2-1
W1
TURN RI
GHT
MUST
RI
GHT LANE
8
R4-7B-1
RIGHT
KEEP
6
-3
1
0W2
AD
RO
RK
WO
D
EA
AH
MATCHLINE SEE ABOVE
SB LANE
E.
AV
sbeal
10'`
TH
17
E.
AV
2/15/2016 10:40:06 AM
SB LANE
KEEP
E.
AV
TH
18
c:\pwworki
ng\pi
tt\d1173996\BRTMP025.
dgn
C
L
E
VE
L
AN
D AVE
.
N
"
12
RIGHT
8
R4-7B-1
TH
16
6
-3
1
0W2
E/P
E.
AV
E.
AV
ROAD
WORK
AHEAD
-36
W20-1
AD
RO
RK
WO
D
EA
AH
TH
17
TH
16
TYPE III BARRICADE
PROP. DRUMS
C
L
E
VE
L
AN
D AVE
.
E.
AV
6
-3
1
0W2
TH
18
6P-36
-H1
W1
E.
AV
3163-E
486
62
DATE: 3/24/2016
TH
17
A V E . 17T H
AD
RO
RK
WO
D
EA
AH
A V E.
# 26
CHECKED
CALCULATED
DURING WORK HOURS
C LE V E LA N D
KEEP
RIGHT
R4-7B-1
8
C
L
E
VE
L
AN
D AVE
.
AVE
L
E
O
- S IT E
C
L
E
VE
L
AN
D AVE
.
T R A FFIC
MUST
UM
RI
GHT LANE
OF
PROP. DRUMS
0
1
5
HORIZONTAL
SCALE IN FEET
30
NB LANE
CO TA
C LE V E LA N D
BRT
EX. PAVEMENT WIDTH
MATCHLINE SEE BELOW
NB LANE
W20-1
-36
E/P
TURN RI
GHT
AHEAD
E/P
-36
2-1
W1
ROAD
15' WORK AREA
ONLY
WORK
|
R3-H8bj-30
RIGHT
SB LANE
E.
AV
R4-7B-1
8
E/P
6P-36
-H1
W1
E.
AV
KEEP
SB LANE
11'
10'`
6
-3
1
0W2
10'`
10'`
E.
AV
10'`
NB LANE
TH
16
TH
18
MATCHLINE SEE ABOVE
|
60
TH
17
LANE
GHT
RI
sbeal
SB LANE
NB LEFT
TURN LANE
E.
AV
AHEAD
CLOSED
2/15/2016 10:40:22 AM
10'`
N
SB LANE
10'`
TH
16
F.A.P.
W4-2R-36
W9-3R-36
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP026.
dgn
10'`
AD
RO
RK
WO
D
EA
AH
E/P
14' WORK AREA
AHEAD
NB LANE
NB LANE
EX. PAVEMENT WIDTH
E/P
|
11'
11'
E/P
SB LANE
NB LANE
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
PROP. DRUMS
WORK AREA
3163-E
AVE
NB
E/P
AVE
- S IT E
24T H
T R A FFIC
# 27
UM
486
63
DATE: 3/24/2016
36
1
0W2
8
R4-7B-1
RIGHT
KEEP
8
R4-7B-1
RIGHT
KEEP
CHECKED
CALCULATED
MATCHLINE SEE BELOW
C
L
E
VE
L
AN
D AVE
.
C LE V E LA N D
SB LANE
10'`
AVE
SB LANE
10'`
OF
|
F.A.P.
10'`
CO TA
C LE V E LA N D
BRT
W20-1
-36
AHEAD
WORK
ROAD
W9-3R-36
AHEAD
CLOSED
LANE
RI
GHT
10'`
E.
AV
W4-2R-36
E/P
TH
25
E.
AV
MATCHLINE SEE ABOVE
E.
AV
TH
26
sbeal
TH
24
KEEP
ROAD
WORK
0
6P-36
-H1
W1
6P-36
-H1
W1
WORK
AHEAD
1
5
30
F.A.P.
HORIZONTAL
SCALE IN FEET
E.
AV
LEO
TH
25
W4-2L-36
ROAD
WORK
2/15/2016 10:40:41 AM
ROAD
24TH AVE.
RIGHT
R4-7B-1
8
KEEP
RIGHT
8
R4-7B-1
LEFT
LANE
CLOSED
AHEAD
AHEAD
W20-1
-36
E.
AV
W9-3L-36
RD
23
c:\pwworki
ng\pi
tt\d1173996\BRTMP027.
dgn
W2
01
3
6
60
N
23RD AVE.
TYPE III
BARRICADE
UM
N
BL
AN
E
E/P
11'
S
BL
AN
E
WORK AREA
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
TY
PE I
I
IBAR
R
I
C
ADE
|
E/P
C
L
E
VE
L
AN
D AVE
.
AVE
L
E
O
11'
1
4
'WOR
K AR
E
A
E
X
.PAVE
ME
N
T WI
DTH
N
BL
AN
E
PR
OP.DR
U
MS
3163-E
486
64
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
MATCHLINE SEE ABOVE
sbeal
R4-7B-1
8
RIGHT
KEEP
AM
R4-7B-1
8
RIGHT
KEEP
W2
01
3
6
WORK
AHEAD
ROAD
C LE V E LA N D
W20-1
-36
AHEAD
WORK
ROAD
W9-3L-36
CLOSED
AHEAD
LANE
LEFT
W4-2L-36
NB
AVE
- S IT E
24T H
T R A FFIC
AVE
OF
6P-36
-H1
W1
E/P
6P-36
-H1
W1
N
BL
AN
E
10'`
E.
AV
2/15/2016 10:41:04
# 28
MATCHLINE SEE BELOW
RD
23
S
BL
AN
E
10'`
E.
AV
S
BL
AN
E
TH
25
|
E.
AV
10'`
F.A.P.
TH
25
10'`
E.
AV
c:\pwworki
ng\pi
tt\d1173996\BRTMP028.
dgn
CHECKED
CALCULATED
0
1
5
HORIZONTAL
SCALE IN FEET
30
60
N
E.
AV
RD
22
6P-36
-H1
W1
36
E/P
1
0W2
W4-2R-36
RI
GHT
LANE
CLOSED
ONLY
R3-H8bj-30
E.
AV
AHEAD
AHEAD
W9-3R-36
TH
24
KEEP
RIGHT
R4-7B-1
8
-36
2-1
W1
6P-36
-H1
W1
ROAD
WORK
23RD AVE.
RD
22
ROAD
WORK
AHEAD
-36
W20-1
24TH AVE.
C
L
E
VE
L
AN
D AVE
.
UM
UM
E/P
SB LANE
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
11'
C
L
E
VE
L
AN
D AVE
.
UM
AVE
F.A.P.
sbeal
ROAD
WORK
AHEAD
WORK AREA
36
1
0W2
PROP. DRUMS
3163-E
A V E .S B
&
- S IT E
HUD SO N
T R A FFIC
UM
ST.
# 29
MATCHLINE SEE BELOW
LEO
OF
F.A.P.
C
L
E
VE
L
AN
D AVE
.
C LE V E LA N D
W20-1
-36
AHEAD
WORK
ROAD
W9-3R-36
AHEAD
CLOSED
LANE
RI
GHT
W4-2R-36
UM
NB LANE
486
65
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
MATCHLINE SEE ABOVE
2/15/2016 10:41:26 AM
8
R4-7B-1
RIGHT
KEEP
CHECKED
CALCULATED
0
8
R4-7B-1
RIGHT
KEEP
W1
-H1
6P-36
6P-36
-H1
W1
WORK
AHEAD
30
HORIZONTAL
SCALE IN FEET
1
5
ROAD
11'
.
ST
|
ON
DS
HU
EX. PAVEMENT WIDTH
KEEP
E/P
RIGHT
NB LANE
R4-7B-1
8
NB LANE
KOHR PL.
E/P
MULBY PL.
1
4
'WOR
K AR
E
A
10'`
.
PL
SB LANE
10'`
KEEP
|
RIGHT
E.
AV
SB LANE
10'`
8
R4-7B-1
A
TT
RE
LO
E/P
W4-2L-36
KENMORE RD.
10'`
UM
.
ST
.
RD
UM
ON
DS
HU
RE
LEFT
c:\pwworki
ng\pi
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dgn
60
N
HR
KO
O
NM
KE
LANE
CLOSED
B
AHEAD
W9-3L-36
ROAD
WORK
AHEAD
W20-1
-36
B
FP
PB
UM
P
W2
01
3
6
SB LANE
SB LANE
11'
SB LANE
10'`
11'
10'`
E/P
NB LANE
DTH
T WI
N
ME
.PAVE
X
E
NB LANE
E/P
|
E/P
NB LANE
14' WORK AREA
UM
AVE
WORK
AHEAD
ROAD
W2
01
3
6
AHEAD
36
1
0W2
WORK AREA
3163-E
ST.
# 30
CHECKED
CALCULATED
- S IT E
HUD SO N
T R A FFIC
ROAD
WORK
A V E .N B
OF
UM
C LE V E LA N D
W20-1
-36
AHEAD
WORK
ROAD
W9-3L-36
AHEAD
CLOSED
LANE
LEFT
W4-2L-36
R4-7B-1
8
RIGHT
KEEP
R4-7B-1
8
L
E
O
PROP. DRUMS
S
R
OU
KH
G WOR
N
I
R
OP.DU
PR
486
66
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
KEEP
sbeal
RIGHT
AM
0
WORK
AHEAD
30
HORIZONTAL
SCALE IN FEET
1
5
ROAD
W20-1-36
|
6P-36
-H1
W1
WORK
AHEAD
10'`
KEEP
2/15/2016 10:41:42
C
L
E
VE
L
AN
D AVE
.
RIGHT
R
6
2
R
2
4
10'`
R4-7B-1
8
.
ST
MULBY PL.
KEEP
RIGHT
ROAD
E/P
ON
DS
HU
c:\pwworki
ng\pi
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dgn
60
N
KOHR PL.
6P-36
-H1
W1
R4-7B-1
8
ONE
WAY
F.A.P.
W4-2R-36
GHT
RI
LANE
CLOSED
AHEAD
W9-3R-36
E.
AV
UM
ON
DS
HU
.
PL
ROAD
WORK
AHEAD
W20-1
-36
A
TT
RE
LO
UM
.
ST
HR
KO
UM
UM
C
L
E
VE
L
AN
D AVE
.
W2
01
3
6
SB LANE
NB LANE
E/P
11'
10'`
10'`
NB LANE
NB LANE
UM
|
E/P
DURING WORK HOURS
WORK AREA
3163-E
G EN ESSEE
PB
A V E.
# 31
UM
PROP. DRUMS
A V E .S B
- S IT E
CHECKED
CALCULATED
UM
486
67
DATE: 3/24/2016
EX. PAVEMENT WIDTH
T R A FFIC
PB
C LE V E LA N D
E/P
AVE
SB LANE
10'`
NB LANE
OF
SB LANE
10'`
C
L
E
VE
L
AN
D AVE
.
CO TA
C LE V E LA N D
BRT
sbeal
15' WORK AREA
10'`
0
6P-36
-H1
W1
1
5
HORIZONTAL
SCALE IN FEET
30
-36
W20-1
AHEAD
WORK
ROAD
W4-2R-36
AHEAD
CLOSED
LANE
GHT
RI
60
W9-3R-36
F.A.P.
B
B
LINDEN PL.
2/15/2016 10:41:58 AM
E/P
B
B
N
SB LANE
10'`
B
MINNESOTA AVE.
B
10'`
B
GENESSEE AVE.
ROAD
WORK
AHEAD
-36
W20-1
c:\pwworki
ng\pi
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dgn
GENESSEE AVE.
B
C
L
E
VE
L
AN
D AVE
.
LEO
LEO
UM
LINDEN PL.
6P-36
-H1
W1
WORK AREA
1
5
NB LANE
|
E/P
C
L
E
VE
L
AN
D AVE
.
ROAD
WORK
AHEA
D
W2
01
3
6
C
L
E
VE
L
AN
D AVE
.
ROAD
WORK
AHEA
D
3163-E
HORIZONTAL
SCALE IN FEET
30
10'`
W2
01
3
6
486
68
DATE: 3/24/2016
DURING WORK HOURS
CHECKED
NB LANE
A V E.
16' WORK AREA
G EN ESSEE
0
60
E/P
A V E .N B
PROP. DRUMS
CALCULATED
EX. PAVEMENT WIDTH
# 32
|
WORK
AHEA
D
ROAD
C LE V E LA N D
C
L
E
VE
L
AN
D AVE
.
- S IT E
SB LANE
T R A FFIC
SB LANE
11'
AVE
OF
10'`
NB LANE
MATCHLINE SEE BELOW
10'`
SB LANE
W2
01
3
6
W20-1
-36
AHEAD
WORK
ROAD
W9-3L-36
AHEAD
CLOSED
LANE
LEFT
W4-2L-36
E/P
10'`
CO TA
C LE V E LA N D
BRT
ON
E
WAY
RIGHT
ROAD
R6
2
R2
4
8
R4-7B-1
SB LANE
10'`
6P-36
-H1
W1
KEEP
SB LANE
KEEP
F.A.P.
10'`
RIGHT
MATCHLINE SEE ABOVE
10'`
R4-7B-1
8
sbeal
WORK
AHEA
D
LANE
GHT
RI
2/15/2016 10:42:20 AM
W2
01
3
6
AHEAD
CLOSED
GENESSEE AVE.
F.A.P.
W4-2R-36
W9-3R-36
ROAD
WORK
AHEAD
W20-1
-36
MINNESOTA AVE.
c:\pwworki
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tt\d1173996\BRTMP032.
dgn
N
ARLINGTON AVE.
GENESSEE AVE.
E/P
UM
UM
B
E/P
10'`
SB LANE
10'`
SB LANE
15' WORK AREA
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
EX. PAVEMENT WIDTH
E/P
11'
|
SB LANE
10'`
10'`
NB LANE
NB LANE
E/P
MELROSE AVE.
10'`
C
L
E
VE
L
AN
D AVE
.
LEO
C
L
E
VE
L
AN
D AVE
.
B
|
E/P
WORK AREA
3163-E
C LE V E LA N D
UM
W EBER
RD .
# 33
-36
W20-1
AHEAD
WORK
ROAD
- S IT E
W9-3R-36
AHEAD
CLOSED
LANE
GHT
RI
F.A.P.
T R A FFIC
A V E .S B
OF
8
R4-7B-1
RIGHT
KEEP
6P-36
-H1
W1
8
R4-7B-1
RIGHT
KEEP
W4-2R-36
FP
486
69
DATE: 3/24/2016
B
B
AVE
UM
UM
CO TA
C LE V E LA N D
BRT
sbeal
B
KEEP
WEBER RD.
2/15/2016 10:42:35 AM
UM
RIGHT
KEEP
RIGHT
8
R4-7B-1
ROAD
WORK
AHEAD
-36
W20-1
c:\pwworki
ng\pi
tt\d1173996\BRTMP033.
dgn
CHECKED
CALCULATED
0
1
5
HORIZONTAL
SCALE IN FEET
30
60
N
B
8
R4-7B-1
FP
MELROSE AVE.
WEBER RD.
TY
PE I
I
IBAR
R
I
C
ADE
DURING WORK HOURS
PROP. DRUMS
E/P
SB LANE
10'`
10'`
SB LANE
SB LANE
SB LANE
11'
10'`
NB LANE
WORK
AHEA
D
ROAD
W2
01
3
6
W2
01
3
6
10'`
NB LANE
DTH
T WI
N
ME
.PAVE
X
E
|
A
E
K AR
'WOR
5
1
E/P
NB LANE
MS
U
OP.DR
PR
S
R
OU
KH
G WOR
N
I
R
DU
WORK AREA
3163-E
RD
- S IT E
W EBER
T R A FFIC
ROAD
WORK
AHEA
D
A V E .N B
OF
UM
# 34
MATCH LINE SEE BELOW
C
L
E
VE
L
AN
D AVE
.
C LE V E LA N D
W20-1
-36
AHEAD
WORK
ROAD
W9-3L-36
AHEAD
LEO
W2
01
3
6
486
70
DATE: 3/24/2016
AVE
R6
2
R2
4
CLOSED
LANE
LEFT
W4-2L-36
8
R4-7B-1
RIGHT
KEEP
F.A.P.
UM
CO TA
C LE V E LA N D
BRT
sbeal
ON
E
WAY
2/15/2016 10:42:49 AM
MATCH LINE SEE ABOVE
W2
01
3
6
CHECKED
CALCULATED
0
WORK
AHEA
D
ROAD
1
5
HORIZONTAL
SCALE IN FEET
30
ROAD
c:\pwworki
ng\pi
tt\d1173996\BRTMP034.
dgn
UM
WORK
AHEA
D
60
N
C
L
E
VE
L
AN
D AVE
.
6P-36
-H1
W1
WEBER RD.
SB LANE
10'`
KEEP
10'`
RIGHT
10'`
8
R4-7B-1
6P-36
-H1
W1
E/P
W2
01
3
6
WEBER RD.
GHT
RI
LANE
CLOSED
AHEAD
W9-3R-36
F.A.P.
W4-2R-36
ROAD
AHEA
D
W4-3L-36
ROAD
WORK
WORK
R6
2
R2
4
6P-36
-H1
W1
ON
E
WAY
AHEAD
W20-1
-36
MELROSE AVE.
6P-36
-H1
W1
TYPE III BARRICADE
MELROSE AVE.
UM
MANCHESTER AVE.
UM
.
D AVE
AN
L
VE
E
L
C
|
E/P
ROAD
AHEAD
W20-1-36
C
L
E
VE
L
AN
D AVE
.
TR
TR
6P-36
-H1
W1
KEEP
RIGHT
8
R4-7B-1
WORK
AHEAD
WORK AREA
3163-E
PA R K
- S IT E
O A K LA N D
C
L
E
VE
L
AN
D AVE
.
6
3
1
0W2
AHEAD
A V E .N B
WORK
T R A FFIC
A V E.
# 35
S
R
OU
KH
G WOR
N
I
R
DU
ROAD
C LE V E LA N D
OF
PROP. DRUMS
MATCHLINE SEE BELOW
NB LANE
WORK
W20-1
-36
AHEAD
E/P
W20-1-36
486
71
DATE: 3/24/2016
ROAD
WORK
SB LANE
A
E
K AR
'WOR
5
1
AVE
8
R4-7B-1
RIGHT
KEEP
ROAD
|
CO TA
C LE V E LA N D
BRT
RIGHT
8
R4-7B-1
SB LANE
11'
CHECKED
CALCULATED
0
1
5
AHEAD
HORIZONTAL
SCALE IN FEET
30
NB LANE
6P-36
-H1
W1
KEEP
10'`
6P-36
-H1
W1
MATCHLINE SEE ABOVE
WORK
DTH
T WI
N
ME
.PAVE
X
E
KENWORTH RD.
sbeal
10'`
NB LANE
60
AHEAD
E/P
10'`
KEEP
D
U
N
EDI
N R
D.
2/15/2016 10:43:10 AM
SB LANE
NB LEFT
TURN LANE
WORK
10'`
ROAD
6
3
1
0W2
10'`
RIGHT
GHT
RI
LANE
CLOSED
AHEAD
W9-3R-36
OAKLAND PARK AVE
c:\pwworki
ng\pi
tt\d1173996\BRTMP035.
dgn
|
6
3
1
0W2
10'`
N
SB LANE
8
R4-7B-1
F.A.P.
W4-2R-36
ROAD
WORK
AHEAD
-36
W20-1
OAKLAND PARK AVE.
ROAD
E/P
10'`
E/P
LEO
E
AN
BL
S
A
E
K AR
'WOR
5
1
T
F
E
BL
N
E
AN
NL
R
TU
E
AN
BL
S
`
0'
1
`
0'
1
E
AN
BL
N
E
AN
BL
N
11'
|
`
0'
1
`
0'
1
E
AN
BL
N
E
AN
BL
N
/P
E
DTH
T WI
N
ME
.PAVE
X
E
/P
E
6
3
1
0W2
S
R
OU
KH
G WOR
N
I
R
DU
MS
U
OP.DR
PR
WORK AREA
3163-E
O A K LA N D
PA R K
A V E.
# 36
.
D AVE
AN
L
VE
E
L
C
486
72
DATE: 3/24/2016
|
- S IT E
.
D AVE
AN
L
VE
E
L
C
A V E .S B
ROAD
`
0'
1
T R A FFIC
E
AN
BL
S
`
0'
1
6P-36
-H1
W1
CHECKED
RIGHT
KEEP
6P-36
-H1
W1
0
F.A.P.
ROAD
WORK
30
LANE
GHT
RI
6
3
1
0W2
60
W9-3R-36
AHEAD
CLOSED
HORIZONTAL
SCALE IN FEET
1
5
ROAD
-36
W20-1
AHEAD
WORK
ROAD
W4-2R-36
8
R4-7B-1
CALCULATED
B
C LE V E LA N D
KEEP
/P
E
`
0'
1
AVE
AHEAD
RIGHT
OF
LEO
B
CO TA
C LE V E LA N D
BRT
WORK
8
R4-7B-1
sbeal
AHEAD
WORK
AHEA
D
OAKLAND PARK AVE.
KEEP
RIGHT
8
R4-7B-1
KEEP
AM
B
2/15/2016 10:43:24
B
c:\pwworki
ng\pi
tt\d1173996\BRTMP036.
dgn
B
B
RIGHT
8
R4-7B-1
ROAD
WORK
AHEAD
-36
W20-1
/P
E
DUN
EDIN
RD.
B
W2
01
3
6
N
B
B
OAKLAND PARK AVE.
B
E/P
ROAD
W20-1
-36
AHEAD
WORK
UM
W2
01
3
6
AHEAD
WORK
TRASH
UM
10'`
E/P
NB LANE
WORK AREA
3163-E
RD .
- S IT E
# 37
MATCHLI
NE STA.
464+00
HUY
T R A FFIC
A V E .N B
OF
C LE V E LA N D
K
ROGE
R
PROP. DRUMS
486
73
DATE: 3/24/2016
AVE
ROAD
R4-7B-1
8
RIGHT
KEEP
O
E
L
CO TA
C LE V E LA N D
BRT
RIGHT
KEEP
sbeal
R4-7B-1
8
2/15/2016 10:43:38 AM
CHECKED
CALCULATED
R4-7B-1
8
RIGHT
KEEP
0
WORK
30
6
3
1
0W2
ROAD
HORIZONTAL
SCALE IN FEET
1
5
AHEAD
ROAD
WORK
AHEAD
DURING WORK HOURS
RD.
IS
INN
NB LANE
15' WORK AREA
6
3
1
0W2
c:\pwworki
ng\pi
tt\d1173996\BRTMP037.
dgn
60
N
SB LANE
11'
KEEP
|
RIGHT
EX. PAVEMENT WIDTH
R4-7B-1
8
E/P
4
2
R2
R6
6P-36
-H1
W1
SB LANE
NB LANE
6P-36
-H1
W1
10'`
10'`
KEEP
SB LANE
NB LEFT
TURN LANE
RIGHT
10'`
KEEP
10'`
RIGHT
E/P
8
1
R4-7B-
|
R4-7B-1
8
10'`
GHT
RI
SB LANE
LANE
CLOSED
AHEAD
-36
W9-3R
10'`
F.A.P.
-36
W4-2R
ROAD
WORK
AHEAD
-36
W20-1
64+00
E STA. 4
MATCHLIN
LEO
ONE
WAY
.
HUY RD
C
L
E
VE
L
AN
D AVE
.
TRASH
UM
CLEVELAND AVE.
CLEVELAND AVE.
UM
|
E/P
DURING WORK HOURS
PROP. DRUMS
B
B
O
E
L
RD.
IS
INN
WORK AREA
3163-E
486
74
DATE: 3/24/2016
P
HUY
C
L
E
VE
L
AN
D AVE
.
A V E .S B
O
E
L
RD .
# 38
CHECKED
CALCULATED
0
8
R4-7B-1
RIGHT
KEEP
1
5
ROAD
WORK
AHEAD
HORIZONTAL
SCALE IN FEET
30
W1
-H1
6P-48
8
R4-7B-1
RIGHT
KEEP
W1
-H1
6P-48
UM
C LE V E LA N D
C
L
E
VE
L
AN
D AVE
.
UM
- S IT E
NB LANE
T R A FFIC
NB LANE
AVE
W2
01
48
OF
SB LANE
E/P
10'`
CO TA
C LE V E LA N D
BRT
|
10'`
W20-1
-48
11'
AHEAD
15' WORK AREA
NB LANE
ROAD
E/P
10'`
NB LANE
AHEAD
EX. PAVEMENT WIDTH
10'`
NB LEFT
TURN LANE
W9-3R-48
SB LANE
10'`
LANE
SB LANE
10'`
CLOSED
10'`
WORK
ROA
D
WO
RK
AHE
AD
RI
GHT
E/P
W4-2R-48
F.A.P.
W1
-H1
6P-48
KEEP
ONE
WAY
RIGHT
sbeal
R6
2
R2
4
R4-7B-48
KEEP
2/15/2016 10:43:55 AM
.
AVE
AND
L
VE
E
CL
RIGHT
8
R4-7B-1
ROAD
WORK
D
AHEA
-48
-1
W20
c:\pwworki
ng\pi
tt\d1173996\BRTMP038.
dgn
60
48
1
0W2
N
RD.
HUY
P
6+00
STA. 48
LINE,
E/P
NB LANE
NB LANE
11' MIN
10'`
10'`
SB LANE
NB LANE
NB LANE
PROP. DRUMS
UM
B
B
B
B
UM
B
B B
UM
UM
UM
DURING WORK HOURS
PB
PB
PB
MO
EL
RE
AD
RO K
R
O
W
D
EA
AH
E.
AV
WORK AREA
3163-E
LIG H T S
M
G
N O RT H ERN
B
CHECKED
CALCULATED
B
# 39
0
P
F
- S IT E
1
5
R6
2
R2
4
HORIZONTAL
SCALE IN FEET
30
60
P
A V E .S B
B
T R A FFIC
C
L
E
VE
L
AN
D AVE
.
ON
E
WAY
W1
-H1
6P-36
B
8
-4
1
0W2
C LE V E LA N D
OF
|
NB LEFT
TURN LANE
B
B
15' WORK AREA
B
W20
-1
-48
C
L
E
VE
L
AN
D AVE
.
ROAD
WORK
AHEA
D
E/P
W93R-4
8
E/P
10'`
LANE
CLOS
ED
AHEA
D
EX. PAVEMENT WIDTH
10'`
RI
GHT
W42R-4
8
B
B
8
-4
-1
20
W
486
75
DATE: 3/24/2016
O
E
L
AVE
D
ROA
K
WOR
AD
AHE
.
F.A.P
B
CO TA
C LE V E LA N D
BRT
RIGHT
8
1
R4-7B-
|
KEEP
KEEP
SB LANE
10'`
RIGHT
6P-36
-H1
W1
SB LANE
10'`
8
R4-7B-1
E.
AV
sbeal
10'`
CENTER
LANE
CLOSED
RE
AM
E/P
W9-H3B-48
MO
EL
MATCH
2/15/2016 10:44:13
B
B
N
CENTER
LANE
CLOSED
AHEAD
W9-3-C-36
ROAD
WORK
AHEAD
-48
W20-1
P
H
0"CS
1
c:\pwworki
ng\pi
tt\d1173996\BRTMP039A.
dgn
B
B
B
B
B
B
PB
DU
R
I
N
G WOR
KH
OU
R
S
NB LANE
E
X
.PAVE
ME
N
T WI
DTH
|
NB LANE
15' WORK AREA
E/P
PROP. DRUMS
WORK AREA
3163-E
486
76
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
AVE
ONE
WAY
W20-1
-48
AHEAD
WORK
ROAD
8
R4-7B-1
RIGHT
KEEP
48
1
0W2
C LE V E LA N D
OF
LIG H T S
# 40
CHECKED
CALCULATED
MATCH LINE, STA. 481
+50
- S IT E
N O RT H ERN
T R A FFIC
A V E .N B
MATCH LINE, STA. 481
+50
D
ROA
K
WOR
D
AHEA
R
6
2
R
2
4
sbeal
0
1
5
ROAD
HORIZONTAL
SCALE IN FEET
30
WORK
ROAD
2/15/2016 10:44:28 AM
AHEAD
WORK
c:\pwworki
ng\pi
tt\d1173996\BRTMP039B.
dgn
11'
KEEP
SB LANE
RIGHT
E/P
R
6
2
R
2
4
8
R4-7B-1
SB LANE
NB LANE
E.
AV
RE
10'`
E/P
O
ELM
10'`
LANE
10'`
CENTER
LANE
CLOSED
E.
AV
RE
SB LANE
10'`
W9-H3B-48
O
ELM
|
F.A.P.
SB LANE
10'`
LANE
10'`
ONE
WAY
CENTER
10'`
AHEAD
W1
-H1
6P-48
E/P
CLOSED
GHT
RI
LANE
CLOSED
AHEAD
W9-3R-48
R
6
2
R
2
4
W9-3-C-36
W4-2R-48
ROAD
WORK
AHEAD
-48
W20-1
W1
-H1
6P-48
ONE
WAY
AHEAD
60
8
4
1
0W2
8
4
1
0W2
N
CLEVELAND AVE.
CLEVELAND AVE.
508
LANE
509
WORK
10'`
15' WORK AREA
11'
8
-4
1
0W2
SB LANE
E/P
EX. PAVEMENT WIDTH
E/P
|
E/P
P
|
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
E/P
10'`
10'`
NB LANE
NB LANE
DURING WORK HOURS
PROP. DRUMS
B
510
O
DN
RA
R
E.
V
A
3163-E
# 41
RD .
- S IT E
10'`
UM
CO O KE
502
CLOSED
LANE
GHT
RI
AD
RO
RK
WO
AD
AHE
8
R4-7B-1
RIGHT
RIGHT
0
8
R4-7B-1
CHECKED
KEEP
8
-4
1
0W2
6P-48
-H1
W1
6P-48
-H1
W1
KEEP
CALCULATED
LEO
A V E .S B
UM
T R A FFIC
501
C LE V E LA N D
OF
500
SB LANE
-48
W20-1
AHEAD
SB LANE
ROAD
W9-3R-48
AHEAD
LEO
486
77
DATE: 3/24/2016
AVE
507
CLOSED
D
ROA
K
WOR
AD
AHE
GHT
RI
W4-2R-48
F.A.P.
.
D AVE
AN
L
VE
E
L
C
CO TA
C LE V E LA N D
BRT
E.
V
A
sbeal
SE
E.
V
A
2/15/2016 10:44:46 AM
RO
EL
R
c:\pwworki
ng\pi
tt\d1173996\BRTMP040.
dgn
10'`
30
HORIZONTAL
SCALE IN FEET
1
5
.
RD
M
O
DN
RA
506
499
KE
498
O
497
CO
E.
V
A
496
60
AD
RO
RK
WO
AD
AHE
N
SE
.
RD
8
-4
1
0W2
.
505
AVE
D
AN
L
VE
E
L
C
RO
EL
G
EG
P
D
ROA
K
WOR
AD
AHE
KEEP
504
RIGHT
UM
8
R4-7B-1
ROAD
WORK
AHEAD
-48
W20-1
503
M
495
511
8
-4
1
0W2
|
D
ROA
K
WOR
AD
AHE
8
-4
1
0W2
AVE
UM
PROP. DRUMS
WORK AREA
3163-E
CHECKED
CALCULATED
MATCHLINE SEE BELOW
UM
8
-4
1
0W2
M A IN T E N A N C E O F T R A FFIC - S IT E # 42
C LE V E LA N D A V E . N B C O O K E R D
-48
W20-1
AHEAD
WORK
ROAD
LEO
DURING WORK HOURS
486
78
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
8
R4-7B-1
RIGHT
KEEP
AD
RO
RK
WO
AD
AHE
MATCHLINE SEE ABOVE
sbeal
0
HORIZONTAL
SCALE IN FEET
30
8
R4-7B-1
RIGHT
KEEP
1
5
8
-4
1
0W2
8
-4
1
0W2
2/15/2016 10:45:00 AM
AD
RO
RK
WO
AD
AHE
AD
RO
RK
WO
AD
AHE
.
RD
c:\pwworki
ng\pi
tt\d1173996\BRTMP041.
dgn
60
N
KE
MUST
E.
V
A
E/P
RI
GHT LANE
E/P
TURN RI
GHT
R
|
-36
2-1
W1
10'`
ONLY ONLY
EX. PAVEMENT WIDTH
R3-H8BB-30
NB LANE
O
DN
RA
15' WORK AREA
W1
-H1
6P-36
11'
E.
V
A
NB LANE
SE
E/P
RO
EL
NB LANE
M
10'`
KEEP
E.
V
A
SB LANE
SB LEFT
TURN LANE
CENTER
LANE
CLOSED
R
10'`
RIGHT
R4-7B-1
8
10'`
SB LANE
W9-H3B-48
10'`
SB LANE
O
DN
RA
10'`
8
-4
1
0W2
O
E.
V
A
E/P
D
ROA
K
WOR
AD
AHE
CO
SE
F.A.P.
SB LANE
RO
EL
LANE
CENTER
.
RD
8
-4
1
0W2
AHEAD
KEEP
RIGHT
R4-7B-1
8
G
EG
P
D
ROA
K
WOR
AD
AHE
CLOSED
GHT
RI
LANE
CLOSED
AHEAD
W9-3R-48
W9-3-C-36
W4-2R-48
ROAD
WORK
AHEAD
-48
W20-1
UM
10'`
M
.
D AVE
AN
L
VE
E
L
C
.
D AVE
AN
L
VE
E
L
C
ONE
WAY
R
6
2
R
2
4
R
6
2
R
2
4
R
6
2
R
2
4
R
6
2
R
2
4
PB
W4-3L-30
AVE
ROAD
WORK
WORK AREA
3163-E
AHEAD
WORK
A V E .N B
# 43
RD .
- S IT E
LE H N E R
T R A FFIC
ROAD
6
3
1
0W2
R
6
2
R
2
4
C LE V E LA N D
6
3
1
0W2
OF
|
-36
W20-1
AHEAD
AHEAD
W9-3-C-36
AHEAD
UM
486
79
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
ONE
WAY
ROAD
WORK
LANE
F.A.P.
ONE
WAY
W1
-H1
6P-36
ONE
WAY
W4-2R-36
W1
-H1
6P-36
ONE
WAY
CLOSED
LANE
RI
GHT
ST
CENTER
AHEAD
PB
CLOSED
ST
W9-H3B-48
0
0.
W1
-H1
6P-36
S
R
OU
KH
G WOR
N
I
R
DU
RIGHT
E
AN
BL
N
8
R4-7B-1
MS
U
OP.DR
PR
8
R4-7B-1
E
AN
BL
N
W9-3R-36
KEEP
E/P
ROAD
PB
CENTER
LANE
CLOSED
A
E
K AR
'WOR
6
1
WORK
sbeal
|
AHEAD
AM
DTH
T WI
N
ME
.PAVE
X
E
W20-1
-36
2/15/2016 10:45:14
E
AN
BL
S
E
AN
BL
N
CHECKED
CALCULATED
ROAD
E/P
ROAD
WORK
E
AN
BL
S
11'
10'`
0
WORK
AHEAD
1
5
HORIZONTAL
SCALE IN FEET
30
AHEAD
10'`
10'`
KEEP
10'`
FERRIS RD.
S
E
AN
BL
S
T
F
E
BL
S
E
AN
NL
R
TU
RIGHT
E/P
10'`
6
3
1
0W2
60
6
3
1
0W2
E
AN
BL
S
10'`
LEHNER RD.
c:\pwworki
ng\pi
tt\d1173996\BRTMP042.
dgn
N
CLEVELAND AVE.
10'`
WARD RD.
E/P
FERRIS RD.
P
F
UM
S
ST
UM
C
L
E
VE
L
AN
D AVE
.
WS
S
ROAD
WORK
AHEAD
-36
W20-1
c:\pwworki
ng\pi
tt\d1173996\BRTMP043.
dgn
E/P
10'`
E
AN
BL
S
E/P
A
E
K AR
WOR
534
10'`
E
AN
BL
S
11'
E
AN
BL
S
535
DTH
T WI
N
ME
.PAVE
X
E
|
E/P
10'`
10'`
10'`
LANE
E
AN
BL
N
E
AN
BL
N
10'`
10'`
10'`
LANE
E
AN
BL
N
E
AN
BL
N
S
R
OU
KH
G WOR
N
I
R
DU
536
537
AVE
CLEVELAND AVE.
|
E/P
MS
U
OP.DR
PR
WORK AREA
3163-E
486
80
DATE: 3/24/2016
533
CO TA
C LE V E LA N D
BRT
2/15/2016 10:45:30 AM
531
532
sbeal
ROAD
AHEAD
WORK
AHEAD
CLOSED
LANE
GHT
RI
W9-3R-36
M A IN T E N A N C E O F T R A FFIC - S IT E # 44
C LE V E LA N D A V E . S B LE H N E R R D
-36
W20-1
AHEAD
WORK
ROAD
W4-2R-36
F.A.P.
6
3
1
0W2
N
530
LEHNER RD.
529
FP
UM
UM
538
CHECKED
CALCULATED
0
1
5
HORIZONTAL
SCALE IN FEET
30
60
W20-1-36
60
E
AN
BL
N
0
MS
U
OP.DR
PR
UM
C
L
E
VE
L
AN
D AVE
.
L
E
O
L
E
O
UM
UM
UM
UM
UM
W1
-H1
6P-36
OF
W20-1
-36
ROAD
W4-7L-30
THRU
TRAFFI
C
MERGE
LEFT
MUST
TURN RI
GHT
RI
GHT LANE
W1
2-1
-36
MUST
TURN RI
GHT
RIGHT
R4-7B-1
8
KEEP
sbeal
2/15/2016 10:45:49 AM
MB
C
L
E
VE
L
AN
D AVE
.
10'`
KEEP
RIGHT
SB LANE
E/P
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
10'`
10'`
NB LANE
NB LANE
10'`
EX. PAVEMENT WIDTH
|
MORSE RD.
LANE
CENTER
AHEAD
CLOSED
W9-3-C-36
8
R4-7B-1
SB LANE
10'`
ADDA AVE.
CENTER
LANE
CLOSED
W9-H3B-48
ROAD
WORK
AHEAD
|
E/P
CO TA
C LE V E LA N D
BRT
C
L
E
VE
L
AN
D AVE
.
ROAD
WORK
AHEAD
36
1
0W2
E/P
WORK AREA
11'
SB LANE
NB LEFT
TURN LANE
E/P
PROP. DRUMS
81
DURING WORK HOURS
WORK AREA
3163-E
486
DATE: 3/24/2016
L
E
O
AVE
L
E
O
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP044.
dgn
RI
GHT LANE
6P-48
-H1
W1
6P-48
-H1
W1
ROAD
6P-48
-H1
W1
WORK
AHEAD
TYPE III
BARRICADE
AHEAD
36
1
0W2
W20-1-36
B
MORSE RD.
B
T R A FFIC
MORSE RD.
F.A.P.
AHEAD
WORK
LANE
GHT
RI
ROAD
WORK
SB
W4-2R-36
CLOSED
AHEAD
W9-3R-36
ROAD
WORK
AHEAD
-36
W20-1
- S IT E
UM
&
UM
M O RSE
C
L
E
VE
L
AN
D AVE
.
RD .
# 45, # 46
UM
CHECKED
CALCULATED
S
R
OU
KH
G WOR
N
I
R
DU
A V E .N B
E
AN
BL
S
UM
C LE V E LA N D
E
AN
BL
S
T
F
E
BL
N
E
AN
NL
R
TU
E/P
A
E
K AR
WOR
11'
11'`
11'`
11'`
1
5
ROAD
|
E/P
HORIZONTAL
SCALE IN FEET
DTH
T WI
N
ME
.PAVE
X
E
30
E
AN
BL
N
-36
W20-1
E
AN
BL
N
AHEAD
T
F
E
BL
N
E
AN
NL
R
TU
ROAD
E
AN
BL
S
WORK
13'`
WORK
AHEAD
E
AN
BL
S
12'`
11'`
11'`
MORSE RD.
E/P
11'`
N
|
E/P
M
O
O
D
KE
LA
A
P
LE
W
AHEAD
|
E/P
11'
|
SB LANE
10'`
10'`
NB LEFT
TURN LANE
NB LANE
NB LANE
E/P
10'`
10'`
NB LANE
NB LANE
E/P
DURING WORK HOURS
PROP. DRUMS
C
L
E
VE
L
AN
D AVE
.
D
R
.
W
2
0
-1
-3
6
.
RD
R
O
A
W
D
O
A
R
HE K
A
D
3163-E
W2
01
3
6
A V E .S B
ONE
WAY
W A LLC R E S T
# 47
B LV D .
- S IT E
CHECKED
RIGHT
KEEP
0
30
HORIZONTAL
SCALE IN FEET
1
5
R4-7B-1
8
CALCULATED
MB
C LE V E LA N D
EX. PAVEMENT WIDTH
10'`
T R A FFIC
E/P
OF
15' WORK AREA
SB LANE
-36
W20-1
10'`
A
RV
NE
MI
KEEP
RIGHT
R4-7B-1
8
ROAD
WORK
AHEAD
SB LANE
ROAD
W9-3R-36
AHEAD
C
L
E
VE
L
AN
D AVE
.
486
82
DATE: 3/24/2016
AVE
LANE
CLOSED
R6-2R-24
RI
GHT
W4-2R-36
10'`
WORK
RIGHT
C
L
E
VE
L
AN
D AVE
.
CO TA
C LE V E LA N D
BRT
W9-3-C-36
AHEAD
CLOSED
LANE
CENTER
R6
2
R2
4
KEEP
R4-7B-1
8
F.A.P.
W9-H3B-48
CENTER
LANE
CLOSED
6P-36
-H1
W1
ROAD
WORK
AHEA
D
sbeal
ON
E
WAY
AM
R6
2
R2
4
2/15/2016 10:46:07
KEEP
RIGHT
R4-7B-1
8
CENTER
LANE
CLOSED
W9-H3B-48
MINERVA PARK PL.
U
MINERVA AVE.
P
CENTER
LANE
CLOSED
AHEAD
W9-3-C-36
P
ROAD
WORK
AHEAD
W20-1
-36
c:\pwworki
ng\pi
tt\d1173996\BRTMP046.
dgn
60
N
MINERVA AVE.
STRIMPLE AVE.
KILBOURNE AVE.
WALCREST BLVD.
36
1
0W2
MB
MB
C
L
E
VE
L
AN
D AVE
.
LEO
U
P
B
E/P
W2
01
3
6
6"G
A
RV
NE
MI
M
O
O
D
KE
LA
A
P
LE
W
D
R
.
.
RD
RO
AD
W
O
AH RK
EA
D
W
20
-1
-3
6
WORK AREA
3163-E
# 48
B LV D .
- S IT E
W A LLC R E S T
T R A FFIC
W20-1-36
|
A V E .N B
OF
MB
CHECKED
CALCULATED
MATCHLINE SEE BELOW
C
L
E
VE
L
AN
D AVE
.
C LE V E LA N D
-36
W20-1
AHEAD
WORK
ROAD
W9-3-C-36
AHEAD
CLOSED
LANE
CENTER
M
G
486
83
DATE: 3/24/2016
AVE
8
R4-7B-1
RIGHT
KEEP
ST
CO TA
C LE V E LA N D
BRT
W9-H3B-48
CENTER
LANE
CLOSED
ROAD
ROAD
sbeal
0
30
HORIZONTAL
SCALE IN FEET
1
5
8
R4-7B-1
RIGHT
KEEP
WORK
AHEAD
WORK
AHEAD
MATCHLINE SEE ABOVE
60
W20-1-36
W20-1-36
2/15/2016 10:46:22 AM
R6
2
R2
4
L
E
O
ROAD
WORK
AHEA
D
DURING WORK HOURS
W1
-H1
6P-36
PROP. DRUMS
KEEP
NB LANE
RIGHT
E/P
8
R4-7B-1
WORK AREA
ROAD
WORK
AHEAD
CENTER
LANE
CLOSED
c:\pwworki
ng\pi
tt\d1173996\BRTMP047.
dgn
N
MB
ST
C
L
E
VE
L
AN
D AVE
.
W9-H3B-48
|
W1
-H1
6P-36
EX. PAVEMENT WIDTH
F.A.P.
SB LANE
NB LANE
MINERVA PARK PL.
S
11'`
11'`
MINERVA AVE.
G
11'`
NB LANE
LANE
E/P
11'`
GHT
RI
SB LANE
11'`
AHEAD
11'`
SB LANE
SB LEFT
TURN LANE
CLOSED
SB LANE
11'`
W1
-H1
6P-36
W20-1-36
KEEP
RIGHT
8
R4-7B-1
WALCREST BLVD.
ROAD
WORK
AHEAD
W9-3R-36
11'`
MINERVA AVE.
STRIMPLE AVE.
W4-2R-36
KILBOURNE AVE.
E/P
S
C
L
E
VE
L
AN
D AVE
.
G
N
6
3
1
0W2
CO MMUNITY PARK DR.
AHEAD
WORK
ROAD
6
3
1
0W2
|
E/P
12'`
SB RIGHT
TURN LANE
12'`
SB LANE
12'`
12'`
SB LANE
SB LEFT
TURN LANE
12'`
NB LANE
12'`
NB LANE
DTH
T WI
N
ME
.PAVE
X
E
|
E/P
12'`
12'`
12'`
12'`
SB RIGHT
TURN LANE
SB LANE
SB LANE
SB LEFT
TURN LANE
E/P
12'`
NB LANE
S
R
OU
KH
G WOR
N
I
R
DU
10'`
A
E
K AR
WOR
NB LANE
MS
U
OP.DR
PR
2/15/2016 10:46:37
AM
sbeal
BLENDON WO ODS BLVD.
AHEAD
C
L
E
VE
L
AN
D AVE
.
1
5
ROAD
WORK
AHEAD
84
WORK AREA
6
3
1
0W2
3163-E
486
DATE: 3/24/2016
W1
-H1
6P-36
COMMUNITY
PARK DR.
WORK
ROAD
AHEAD
CO TA
C LE V E LA N D
BRT
AVE
C
L
E
VE
L
AN
D AVE
.
-36
W20-1
c:\pwworki
ng\pi
tt\d1173996\BRTMP048.
dgn
HORIZONTAL
SCALE IN FEET
60
ROAD
WORK
AHEAD
W20-1
-36
TR
ROAD
WORK
E/P
CHECKED
0
C
L
E
VE
L
AN
D AVE
.
L
E
O
TR
30
W20-1
-36
AHEAD
ROAD
WORK
CALCULATED
C
L
E
VE
L
AN
D AVE
.
M A IN T E N A N C E O F T R A FFIC - S IT E # 50, # 52
C LE V E LA N D A V E . N B B LE N D O N W O O D S
& N B C O M M U N IT Y PA R K
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
AHEAD
NB LANE
LANE
NB LANE
CLOSED
10'`
W9-3R-36
SB LANE
E/P
10'`
RI
GHT
|
11'
W4-2R-36
ROAD
WORK AREA
F.A.P.
WORK
E
X
.PAVE
ME
N
T WI
DTH
E/P
R3-7R
NB LANE
MUST
NB LANE
TURN RI
GHT
10'`
RI
GHT LANE
SB LANE
E/P
10'`
AHEAD
SB LANE
10'`
6
3
1
0W2
|
10'`
LAURELWOO D DR.
E/P
SB LANE
ROAD
WORK
12'
SB LANE
11'`
|
12'`
SB LEFT
TURN LANE
E/P
11'
|
E/P
NB LANE
E
X
.PAVE
ME
N
T WI
DTH
OF
G
WORK AREA
3163-E
R D .N B
T R A FFIC
R RD.
COOPE
C O O PE R
PB
486
85
DATE: 3/24/2016
12'`
AVE
sbeal
E/P
CO TA
C LE V E LA N D
BRT
AM
W1
-H1
6P-36
KEEP
AHEAD
RIGHT
8
R4-7B-1
W1
-H1
6P-36
2/15/2016 10:46:48
LEO
AD
RO
RK
WO AD
E
AH
36
10W2
c:\pwworki
ng\pi
tt\d1173996\BRTMP052.
dgn
- S IT E
W20-1
-36
AHEAD
WORK
ROAD
R4-7B-1
8
RIGHT
KEEP
# 54
W2
01
3
6
CHECKED
CALCULATED
0
1
5
HORIZONTAL
SCALE IN FEET
30
60
N
SCHRO CK
RD.
PB
WORK AREA
E/P
W2
01
3
6
NB LANE
PR
OP.DU
R
I
N
G WOR
KH
OU
R
S
WORK
AHEAD
ROAD
SB LANE
WORK AREA
11'`
|
E/P
12'`
SB LEFT
TURN LANE
E/P
NB LANE
EX. PAVEMENT WIDTH
11'
|
12'
E/P
WORK
SB LANE
NB LANE
WORK AREA
3163-E
OF
R D .S B
T R A FFIC
C O O PE R
R RD.
COOPE
486
86
DATE: 3/24/2016
sbeal
12'`
AVE
AM
E/P
CO TA
C LE V E LA N D
BRT
2/15/2016 10:47:02
KEEP
ROAD
RIGHT
8
R4-7B-1
AD
RO
RK
WO AD
E
AH
36
10W2
c:\pwworki
ng\pi
tt\d1173996\BRTMP053.
dgn
- S IT E
W20-1
-36
AHEAD
WORK
ROAD
R4-7B-1
8
RIGHT
KEEP
# 53
W1
-H1
6P-36
W2
01
3
6
CHECKED
CALCULATED
0
1
5
HORIZONTAL
SCALE IN FEET
30
60
N
SCHRO CK
RD.
L
E
O
AHEAD
S
R
OU
KH
G WOR
N
I
R
OP.DU
PR
W2
01
3
6
WORK
AHEAD
ROAD
N
SB LANE
SB LANE
LANE
11'
E/P
WOR
K AR
E
A
60
NB LANE
CALCULATED
PR
OP.DR
U
MS
1
5
10'`
# 57, # 58
DU
R
I
N
G WOR
KH
OU
R
S
C
L
E
VE
L
AN
D AVE
.
F.A.P.
AHEAD
AHEAD
ST.
6
3
1
0W2
ROAD
WORK
C
L
E
VE
L
AN
D AVE
.
794
795
796
799
798
797
SB
AVE
|
E/P
SB LANE
B
B
B
10'`
SB LANE
E/P
10'`
10'`
10'`
NB LEFT
TU
R
NL
AN
E
NB LANE
NB LANE
B
E
X
.PAVE
ME
N
T WI
DTH
|
ROAD
WORK
AHEAD
AIN
W. M
E/P
WOR
K AR
E
A
11'
SB LANE
ST.
ROAD
WORK
D
AHEA
E/P
10'`
10'`
10'`
NB LEFT
TU
R
NL
AN
E
NB LANE
NB LANE
PR
OP.DR
U
MS
DU
R
I
N
G WOR
KH
OU
R
S
36
1
0W2
87
WORK AREA
3163-E
486
DATE: 3/24/2016
10'`
W20-1
-36
c:\pwworki
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dgn
&
803
802
801
800
LEO
CO TA
C LE V E LA N D
BRT
2/15/2016 10:47:20 AM
S
C LE V E LA N D
ROAD
G
W20-1
-36
AHEAD
ROAD
WORK
W9-3R-36
AHEAD
LANE
CLOSED
RI
GHT
W4-2R-36
F.A.P.
RI
GHT LANE
TURN RI
GHT
WORK
AHEAD
sbeal
MUST
OF
W2
01
3
6
W. MAIN ST.
6P-36
-H1
W1
6
3
1
0W2
A V E .N B
ROAD
WORK
T R A FFIC
IN
W. MA
WESTERVIEW DR.
W4-2R-36
LANE
GHT
RI
AHEAD
CLOSED
W9-3R-36
ROAD
WORK
AHEAD
W20-1
-36
- S IT E
L
E
O
C
L
E
VE
L
AN
D AVE
.
CHECKED
10'`
ROAD
VIRGINIA LN.
10'`
HORIZONTAL
SCALE IN FEET
ROAD
|
E/P
ST.
NB LANE
M A IN
NB LANE
E
X
.PAVE
ME
N
T WI
DTH
30
10'`
0
10'`
W20-1
-36
E/P
LANE
AHEAD
SB LANE
WORK
SB LANE
10'`
WORK
AHEAD
10'`
W2
01
3
6
10'`
W. MAIN ST.
|
E/P
STEVE BEAL
DESIGN ENGINEER, HDR
(614) 839-5775
N
construction of Bus Rapid Transit facilities, and
5
its/signal components for 15 miles along the
This project also includes construction of park and
0
Cleveland Avenue corridor.
HORIZONTAL
SCALE IN FEET
This is a Capital Improvement project that involves
20
N/A - 0.15 ACRE MAXIMUM FOR ANY CONTIGUOUS
SITES ALONG PROJECT ROUTE
1
0
OEPA NOI:
#14601-000103), to be completed by others. This
project also references shelter improvements
included in the plans of 3027-E - High St. COTA
shelters, to be supplied by others.
CHECKED
#14601-00081) and at Meijer (site plan
CALCULATED
ride facilities at Northern Lights (site plan
The entire project reaches Alum Creek and the
Scioto River through an existing storm system.
CONTACT:
Ryan Bollo
City of Columbus, Ohio
(614) 645-3946
sbeal
Note:
Direct discharge of sediment laden water to the
city's sewer system or a receiving stream is a
violation of Ohio EPA and City of Columbus
regulations. the contractor will be held liable
for the violation and subsequent fines.
3/14/2016 11:05:28 AM
This plan must be posted on-site. A copy of
the SWPPP plan and the approved EPA Stormwater
Permit (with the site-specific NOI number) shall
be kept on-site at all times.
Note: The use of straw wattle has proven to be a versatile and
effective esc bmp, especially in residential settings. Straw
wattles may be substituted for silt fence.
Additionally: the use of compost filter socks and compost
blankets are gaining wider acceptance nationwide. They are now
approved for use on all columbus swp3 plans and construction
sites.
88
3163-E
486
DATE: 3/24/2016
AVE
Street cleaning (on an as-needed basis) is
required through the duration of this
construction project. This includes sweeping,
power cleaning and (if necessary) manual removal
of dirt or mud in the street gutters.
CO TA
C LE V E LA N D
BRT
c:\pwworki
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dgn
STO RM
W A T E R PO LLU T IO N
PR E V E N T IO N PLA N
Alum Creek and the Scioto River
3163-E
486
89
DATE: 3/24/2016
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
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dgn
AVE
2/15/2016 10:47:41 AM
sbeal
STO RM
W A T E R PO LLU T IO N
PR E V E N T IO N PLA N
CHECKED
CALCULATED
0
5
HORIZONTAL
SCALE IN FEET
1
0
20
N
2000
SHEET
93 - SITE #2
(S. HIGH ST. & MAIN ST. - SB)
1
000
SHEET
97 - SITE #4
(S. HIGH ST. & TOWN ST. - SB)
500
SHEET
100 - SITE #6
(S. HIGH ST. & STATE ST. - SB)
0
SHEET
104 - SITE #8
(N. HIGH ST. & BROAD ST. - SB)
HORIZONTAL
SCALE IN FEET
N
SITES #1, #2, AND #3 NOT USED
SHEET111 - SITE #10
(N. HIGH ST. & LONG ST. - SB)
W
IO N
NAT
CB
G
LO N
SHEETS
116 - 119 - SITE #13
(NATIONWIDE BLVD. AT THIRD ST. - SB)
CB
ST.
CB
CB
SHEET121- SITE #14
(NAGHTEN ST. & 5TH ST. - NB)
CB
CB
CB
ST.
CB
CB
CB
CB
CB
ST.
ND
MO U
ST.
RICH
AD
BRO
D.
BLV
IDE
SHEETS
113 - 114- SITES #11 & #12
(N. HIGH ST. & NATIONWIDE BLVD. - SB & NB)
CB
SHEETS
126 - 128
SITES #15 & #16
(CLEVELAND AVE. & COLUMBUS STATE - NB & SB)
CB
CB
CB
CB
PB
CB
PR O JE C T
SHEET
144 - SITE #22
(CLEVELAND AVE. & 5TH AVE. - SB)
CB
SHEETS
155 - 156 - SITE #24
2ND AVE.
1
1
TH AVE.
C
L
E
VE
L
AN
D AVE
.
SHEET
162 - SITE #25
SHEET
110 - SITE #9
(N. HIGH ST. & LONG ST. - NB)
Wi
ndsorAve.
91
SHEET
181 - SITE #32
(CLEVELAND AVE. & GENESSEE AVE. - NB)
SHEETS
185 - 186 - SITES #33 & #34
(CLEVELAND AVE. & WEBER RD. - SB & NB)
SHEETS191- 192- SITE #35
(CLEVELAND AVE. & OAKLAND PARK AVE. - NB)
SHEETS
193 - SITE #36
(CLEVELAND AVE. & OAKLAND PARK AVE. - SB)
90
BENCHMARKS SHOWN ON INDIVIDUAL
ROADWAY PLAN SHEETS.
3163-E
486
DATE: 3/24/2016
CLEVELAND AVE.
MATCHLINE SEE SHEET
SHEET
175 - SITE #30
(CLEVELAND AVE. & HUDSON ST. - NB)
OAKLAND PARK AVE.
AV
E.
WEBER RD.
SHEET
163 - SITE #26
(CLEVELAND AVE. & 17TH AVE. - NB)
1
7TH AVE.
sbeal
AM
2/15/2016 10:48:13
c:\pwworki
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BEGIN PROJECT
MOUND STREET
SHEET
180 - SITE #31
(CLEVELAND AVE. & GENESSEE AVE. - SB)
GENESSEE AVE.
CL
EV
EL
AN
D
SHEET
154 - SITE #23
HUDSON ST.
SHEET
95 - SITE #3
(S. HIGH ST. & RICH ST. - NB)
SHEET
174 - SITE #29
(CLEVELAND AVE. & HUDSON ST. - SB)
SHEET
143 - SITE #21
24TH AVE.
SHEET
103 - SITE #7
(S. HIGH ST. & BROAD ST. - NB)
SHEETS
168- 169 - SITES #27 & #28
(CLEVELAND AVE. & 24TH AVE. - SB & NB)
SHEET
139 - SITE #20
(CLEVELAND AVE. & 2ND AVE. - NB)
AVE
CB
SHEET
138- SITE #19
(CLEVELAND AVE. & 2ND AVE. - SB)
CO TA
C LE V E LA N D
BRT
CB
CB
NAGHTEN ST.
ST.
TH
5
ST.
5TH AVE.
CB
MT. VERNON AVE.
CB
CB
CB
N
TO W
T.
N S
MAI
CB
LA Y O U T
SHEETS
132 - 133 - SITES #17 & #18
(CLEVELAND AVE. & FORT HAYES - NB & SB)
CB
ST.
3RD
CB
CB
CB
CB
ST.
TE
STA
ST.
GH
I
S.H
2000
1
000
500
SHEETS
202 - 203
- SITES #39
(CLEVELAND AVE. - NB & NORTHERN LIGHTS - SB)
466
467
468
469
470
471
472
473
474
475
476
479
HADER LLC
JABER AL K
15- 00
: 010- 2192
D.
.
I
P.
1
0816010170
NSTR. #2011
I
579 AC
0.
478
LEE
CHOANG Y
NSTR.
41-00 I
: 130- 0041
D.
.
I
P.
127840
#200205220
588 AC
0.
C
ILLARY, LL
LIGHTS ANC
NO RTHERN
-00
30-007423
P.I.D.: 1
9604
001
201
INSTR. #20050
477
SHEET
238 - SITE #51
(CLEVELAND AVE. & COMMUNITY PARK DR. - SB)
SHEETS
226 - 227- SITE #47
(CLEVELAND AVE. & WALLCREST BLVD. - SB)
T
'
EGRESS ESM
NGRESS &
I
480
481
482
483
484
485
486
SHEETS
220 - 221- SITE #45
(CLEVELAND AVE. & MORSE RD. - SB)
487
488
489
490
LEHNER RD.
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
1600
516
517
1601
518
CLEVELAND AVE.
1602
519
520
1603
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
557
558
559
565
564
563
562
561
560
1604
556
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
608
607
606
605
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
663
664
665
666
667
668
669
670
671
672
673
674
675
676
677
678
679
688
687
686
685
684
683
682
681
680
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
PA RCEL 2
PA RCEL 1
689 ACRES
0.
PB 68 PG 56
LLS BLVD
FOREST HI
VE
N ORTH LAN D PLAZA DRI
N
BETTY L CH A FFI
N ST 201502090016306
I
5528 CLEVELA N D A VE
EDW AN KH RAW ESH
16641 PG: E18
R.
O.
NST 200612220253459
I
CLEVELAN D AVE
1607
NG CENTER
N ORTHLAN D PLAZA SH OPPI
NST 200612220253460
I
CLEVELAN D AVE
1606
NG CENTER
NORTHLAN D PLAZA SHOPPI
1605
SHEET215 - SITE #43
(CLEVELAND AVE. & LEHNER RD. - NB)
SHEETS
239 - SITE #52
(CLEVELAND AVE. & COMMUNITY PARK DR. - NB)
SHEETS232 - 233
- DEMOLITION PLAN
(CLEVELAND AVE. NORTH OF MEIJER)
SHEET
211 - SITE #42
(CLEVELAND AVE. & COOKE RD. - NB)
CITY OF WESTERVILLE
CITY OF COLUMBUS
2/15/2016 10:48:36 AM
SHEETS
251- 252- SITE #55 & #56
(ST. ANN'S HOSPITAL - NB & SB)
SHEETS
258- 259 - SITE #57
(CLEVELAND AVE & MAIN ST. - SB)
SHEET
263 - SITE #59
(CLEVELAND AVE & EXECUTIVE CAMPUS DR. - SB)
16
1050
17
1051
18
1052
19
1053
CLEVELAND AVE.
20
1054
21
23
22
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
753
752
751
750
749
748
747
746
758
757
756
755
754
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
1055
730
970
729
900
728
000
1
00
.
+00
900
ta.
TS
PO
727
876
877
878
AVE
1056
1
001
971
901
1057
1002
972
902
1058
1003
0
1
93.
02+
.9
Sta
PC
973
974
.66
027+21
PO T Sta. 1
025+00.00
PO T Sta. 1
976
1062
977
978
1064
909
979
1065
910
980
SHEET
264 - SITE #60
(CLEVELAND AVE & EXECUTIVE CAMPUS DR. - NB)
1063
908
1066
911
981
1067
912
982
1069
984
985
1071
916
986
1072
SHEET
260 - SITE #58
(CLEVELAND AVE & MAIN ST. - NB)
1070
915
917
987
CA
RI
AF
1073
954
955
956
957
POT Sta. 917+88.69
918
1074
1075
.
WY
PK
RIS
LA
PO
919
PI Sta. 919+46.62
920
1108
1200
1102
1101
1100
SHEET
274- SITE #61
(AFRICA RD. - OHIO HEALTH MEDICAL CAMPUS)
1112
1111
1109
1076
COOPER RD.
.
RD
1110
921
1107
1103
1104
1105
1106
1077
1201
922
1078
1202
923
1079
1203
924
1080
1204
925
1081
1205
926
1206
927
928
SHEETS
243 - 246- SITE #53 & #54
(SCHROCK RD. & COOPER RD. - NB & SB)
SHEET
268 - SITE #62
(POLARIS PKWY. - EB)
929
930
931
932
933
934
935
936
937
938
END PROJECT
AFRICA ROAD
939
940
91
3163-E
486
DATE: 3/24/2016
983
914
953
952
951
950
CO TA
C LE V E LA N D
BRT
1068
913
SCHROCK RD.
1061
1
006
907
SEE AB
O VE
975
906
SHEET
269- SITE #63
(POLARIS PKWY. - WB)
1060
1005
905
ST. ANN'S
HOSPITAL
1059
1004
904
1027
T.
N S
MAI
903
1026
1025
PT Sta. 907+38.08
sbeal
SHEET
197 - SITE #37
(CLEVELAND AVE. & HUY RD. - NB)
c:\pwworki
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dgn
SHEET
235 - SITE #50
(CLEVELAND AVE. & BLENDON WOODS BLVD. - NB)
SHEET
228 - SITE #48
(CLEVELAND AVE. & WALLCREST BLVD. - NB)
SHEETS
204 - 206- SITE #40
(CLEVELAND AVE. - NB & NORTHERN LIGHTS - NB)
727
LA Y O U T
NORTHLAND PLAZA DR.
WALLCREST BLVD.
MORSE RD.
1608
SHEET
222 - SITE #46
(CLEVELAND AVE. & MORSE RD. - NB)
726
PR O JE C T
465
SEE
BELO
W
464
COMMUNITY PARK DR.
463
SHEET
234 - SITE #49
(CLEVELAND AVE. & BLENDON WOODS BLVD. - SB)
SHEETS
- SITE #44
216
(CLEVELAND AVE. & LEHNER RD. - SB)
BLEN
DO N
WO O D
S BLV
D.
462
FRANKLIN COUNTY
461
CITY OF COLUMBUS
460
COOKE RD.
MELROSE AVE.
HUY RD.
90
459
LC
DAN CO L
RI
FOU N D
DEED N O T
DEED
M O RTGAGE
REF O N LY
MATCHLINE SEE SHEET
0
SHEET210 - SITE #41
(CLEVELAND AVE. & MELROSE AVE. - SB)
HORIZONTAL
SCALE IN FEET
FRANKLIN COUNTY
CITY OF COLUMBUS
N
SHEETS
198 - SITE #38
(CLEVELAND AVE. & HUY RD. - SB)
MT. VERNON AVE.
NOT TO SCALE
N
ST.
ST.
RING
E. SP
NG
E. LO
CLEVELAND AVE.
FIELDS AVE.
PROP. SPLICE AT EX. ENCLOSURE
5TH AVE.
PROP. SPLICE AT
EX. ENCLOSURE
I-71
LA Y O U T
2ND AVE.
.
RD
OAKLAND PARK AVE.
ABERDEEN AVE.
GENESSEE AVE.
WEBER RD.
GENESSEE AVE.
MYRTLE AVE.
HUDSON ST.
LE
IL
RV
TE
ES
DUXBERRY AVE.
24TH AVE.
20TH AVE.
1
7TH AVE.
W
FIB E R
WINDSOR AVE.
REYNOLDS AVE.
I-670
CLEVELAND AVE.
1
1
TH AVE.
RA
MP
COOPER RD
PARK MEADOW RD
LEGEND
92
PROP. 144 FIBER OPTIC
3163-E
486
DATE: 3/24/2016
AVE
NOTE:
SEE PLAN AND DEMO SHEETS FOR PROP. 12 AND 24 FIBER OPTIC
ALONG WITH ADDITIONAL DETAIL.
CO TA
C LE V E LA N D
BRT
MAIN ST.
SCHROCK RD.
CLEVELAND AVE.
P2
C2
1
0
PROP. BRT MARKER CENTER
+10.00, 42.83' LT, SITE #2
2.5
EX. COTA BUS SHELTER
(REINSTALLED)
5
*PROP. UG ELEC
E2
(2" PVC CONDUIT)
0
EX. CONC. WALK
CALCULATED
+43.00, 47.00' LT
EX. ELEV 767.14
EX. CONC. WALK
EX. 12" GAS
E
E1
+05.00, 39.00' LT
EX. ELEV 767.38
PROP. UG FIBER OPTIC
SEE ITS & ELEC. PLAN BELOW
EX. LIGHT POLE (DND)
E
EX. COC ELEC
EX. ELEC
EX. 6" GAS
+99.89, 34.44' LT
EX. ELEV 767.39
EXPOSE
EX. GRANITE
CURB (DND)
EX. COTA
PULL BOX
+43.00, 35.40' LT
EX. ELEV 767.01
EX. EOP
PROP. DROP CABLE,
12 FIBER OPTIC, UG
(2" PVC CONDUIT)
C1
+77.00, 33.99' LT
EX. ELEV 767.58
EX. CONC. BUS LANE
EX. 6" GAS
EX. ELEC
EX. 20" WL (H 1 183)
EX. 15" STM (E1392)
\ HIGH ST.
\ HIGH ST.
5
5
S. HIGH ST.
S. HIGH ST.
PROPOSED PLAN
DEMOLITION PLAN
SCALE: 1" = 5'
SCALE: 1" = 5'
CROSS REFERENCES
277
SUBSUMMARY & DETAILS
S T .S B
NE CONDUIT
EX. CABLES
B
LEGEND
3" I.D. PVC
FP
FP
G
G
E
EX. BRICK - PATTERN B
E
PB
E
UM
PB
PB
PROP. DROP CABLE,
C3
12 FIBER OPTIC, UG
(IN EX. TRAFFIC CONDUIT BANK)
PROP. SPLICE AT
EX. SPLICE ENCLOSURE
INTERSECTION 0083
EX. 36" CoC PULL BOX
SEE PLAN SHEET ABOVE
ST
2
3
4
5
2
1
c:\pwworki
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dgn
FP
TT
S. HIGH ST.
EXISTING TRAFFIC UTILITY
CONDUIT BANK DETAIL
NOT TO SCALE
NOTE:
CONTRACTOR SHALL MATCH EXISTING BRICK PATTERN
WHEN REPLACING REMOVED BRICK.
EX. BRICK - PATTERN C
EX. BRICK WALK REMOVED
FOR REUSE - PATTERN B
LIMITS OF SIDEWALK ARE PROVIDED FOR ESTIMATING.
CONTRACTOR SHALL DEMO AND INSTALL NEW SIDEWALK
WITHIN THE EXISTING SIDEWALK JOINTS OR BRICK
PATTERN.
FOR REUSE - PATTERN C
EXPOSE EXISTING TRAFFIC UTILITY CONDUIT BANK TO
VERIFY DEPTH AND LOCATION.
PROP. 4" CONCRETE WALK
TBM #70
ELEV.: 769.929
"X" CUT ON THE EAST FLANGE BOLT OF A FIRE HYDRANT
AT THE NORTHEAST CORNER OF FRANKLIN COUNTY
COURT OF COMMON PLEAS BUILDING ON THE WEST SIDE
OF S. HIGH STREET
DEMO. AREA
93
3163-E
486
DATE: 3/24/2016
EX. CONDUIT
OCCUPIED (TYP.)
B
CONDUIT
UM
- S . H IG H
CROSS SECTION
PB
A V E.
UM
94
CO TA
C LE V E LA N D
BRT
PB
PROP. DROP
CABLE, 12
FIBER OPTIC
E
MOUND ST.
E
T
3/24/2016 11:24:35 AM
l
m ccutch
EX. 15" STM (E1392)
#2
EX. CENTER LINE
EX. CENTER LINE
S IT E
*CONTRACTOR SHALL COORDINATE WITH COTA FOR THE LOCATION OF
ELECTRICAL CONDUIT FOR THE RELOCATED SHELTER.
EX. LANE LINE
EX. LANE LINE
D E M O LIT IO N , R O A D W A Y
&
EX. 20" WL (H 1 183)
EX. CONC.
BUS LANE
PROP. ELEC. CONNECTION
TO UG SOURCE
&
R3
EX. COTA
PULL BOX
M A IN
4.0'
PB
+43.00
EX. EOP
EX. COTA BUS
STOP SIGN (TBR)
EX. LIGHT
POLE (DND)
IT S
R2
5.1'
PB
S T .&
EX. GRANITE CURB (DND)
EX. TRAFFIC BOX
+77.00
4.6'
EX. LIGHT
POLE (DND)
PB
R1
PB
4.2'
X
+99.93, 39.00' LT
EX. ELEV 767.51
E LE C . PLA N
X
EX. LIGHT
POLE (DND)
+99.89
+77.00, 38.00' LT
EX. ELEV 767.66
PB
1
1
.6'
EX. COTA BUS SHELTER
(TBR AND REINSTALLED BY COTA)
PB
8.0'
38.0'
EX. TREE
(TBR)
EX. TRAFFIC BOX
EX. DOP
ELEC
P1
CHECKED
PROP. UG ELEC
(2" PVC CONDUIT)
EX. 12" GAS
HORIZONTAL
SCALE IN FEET
B
N
B
FRANKLIN CO OHIO BOARD OF
345 S HIGH ST
P.I.N.: 010-006508-00
+05.00, 47.00' LT
EX. ELEV 767.56
FRANKLIN CO OHIO BOARD OF
345 S HIGH ST
P.I.N.: 010-006508-00
A V E.
3/24/2016 11:24:39 AM
l
m ccutch
C1
93
C2
93
FROM
4+77.00
5+10.00
P1
93
4+99.89
P2
93
5+10.00
MAIN ST. SB, SITE #2, ITS AND ELEC.
R1
93
4+77.00
R2
93
5+02.00
R3
93
4+99.89
C3
93
2+20.18
5+10.00
4+99.89
5+43.00
4+77.00
TOTALS CARRIED TO GENERAL SUMMARY
TO
LT
SF
LT
480
CONCRETE WALK, BRUSH WASH,
FT
259
SF
LT
480
FT
64
EACH
LT
1
625
EACH
1
FT
36
53
FT
E1
93
5+10.00
5+19.10
LT
10
35
10
E2
93
5+19.10
5+32.25
LT
18
18
18
5+43.00
LT
64
EACH
36
259
1
MAIN ST. SB, SITE #2
FT
FT
1
36
116
259
334
295
450
1
EACH
EACH
1
1
LT
1
REUSE
633
SPECIAL
480
1
1
94
480
3163-E
CHECKED
CALCULATED
632
PANEL, 1
2 FIBER
632
OPTIC CABLE, 1
2 STRAND
632
INSTALLATION
630
SIGN
625
PER PLAN
AS PER PLAN
625
625
FOUNDATION
625
4", AS PER PLAN
AS PER PLAN
WALK REMOVED
SIDE
STATION TO STATION
608
94
486
94
DATE: 3/24/2016
SHEET
NO.
202
S U B S U M M A R Y - S IT E # 2
S . H IG H S T . & M A IN S T . S B
REF.
NO.
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGS002e.
dgn
202
SF
11
11
S. HIGH ST.
N
1
0
\ HIGH ST.
\ HIGH ST.
EX. TELE
5
EX. TELE
EX. TELE
E1 EX. ELEC (TO BE RELOCATED)
0
EX. COTA PULL
BOX (TO REMAIN)
E3
P1
EX. TELE
EX. ELEC
(RELOCATED)
EX. TELE
EX. EOP
+60.00, 20.47' RT
EX. ELEV 763.06
PROP. UG ELEC
E2
(2" PVC CONDUIT)
EX. GRANITE CURB (DND)
EXPOSE
EX. LIGHT
POLE (DND)
PBPB
PBPB
12.7'
12.7'
PROP. DROP CABLE,
12 FIBER OPTIC, UG
(2" PVC CONDUIT)
C1
+07.00, 28.67' RT, SITE #3
l
m ccutch
TWO FIFTY HIGH, LLC
INST 201312190207707
PROPOSED PLAN
SCALE: 1" = 5'
AM
DEMOLITION PLAN
3/24/2016 11:24:57
SCALE: 1" = 5'
CROSS REFERENCES
96
277
EX. 48" COC TRAFFIC PULL BOX
- S . H IG H
TWO FIFTY HIGH, LLC
INST 201312190207707
P2
#3
C2
EX. CONC. WALK
S T .&
EX. DOP UG PRIMARY
S IT E
EX. LANDSCAPE
WALL (DND)
IT S
EX. CONC. WALK
+13.66, 31.05' RT
EX. ELEV 763.18
+01.00, 30.91' RT
EX. ELEV 762.92
EX. LANDSCAPE WALL (DND)
&
EX. DOP UG PRIMARY
+01.00, 24.91' RT
EX. ELEV 762.84
S T .N B
EX. SHELTER (DND)
EX. LIGHT
POLE (DND)
EX. LIGHT
POLE (DND)
1
0.0'
+60.00, 24.47' RT
EX. ELEV 763.52
EX. SHELTER (DND)
EX. LIGHT
POLE (DND)
R IC H
PROP. BRT MARKER
&
4.3'
PB
EX. TELE
E LE C . PLA N
EX. TELE
+13.76
PB
CROSS SECTION
UM
ST
LEGEND
PATTERN.
T
PROP. DROP CABLE,
C3
12 FIBER OPTIC, UG
(IN EX. TRAFFIC CONDUIT
BANK)
T
PBPB
T
ST
EX. COTA PULL BOX
ST
UM
CONTRACTOR SHALL MATCH CONDUIT, WIRE, AND
CONNECTIONS REMOVED FROM LIGHTING CIRCUIT WITH
THE PROPOSED FOR RELOCATION.
T
PB
T
T
UM
E
PB
T
EX. 42" TRAFFIC PULL BOX
DEMO. AREA
12
TBM #70
PROP. UG FIBER OPTIC AND ELEC.
PROP. SITE #3
SEE DEMO & PROP. PLAN FOR
ADDITIONAL FIBER & ELEC.
EX. 48" COC TRAFFIC PULL BOX
ELEV.: 769.929
AT THE NORTHEAST CORNER OF FRANKLIN COUNTY
COURT OF COMMON PLEAS BUILDING ON THE WEST SIDE
OF S. HIGH STREET
95
3163-E
486
DATE: 3/24/2016
11
RICH ST.
S. HIGH ST.
10
PROP. 4" CONCRETE WALK
CO TA
C LE V E LA N D
BRT
NOTE:
UM
A V E.
SEE SHEET 97
INTERSECTION 0069
c:\pwworki
ng\pi
tt\d1174091\BRTGP003.
dgn
CHECKED
R1
EX. GRANITE
CURB (DND)
PROP. ELEC.
CONNECTION
TO UG SOURCE
CALCULATED
EX. TELE
EX. COTA PULL
BOX (TO REMAIN)
EX. EOP
COC DOT MULTI PAIR
COPER IN AT&T DUCT
EX. TRAFFIC BOX (TO REMAIN)
EX. TRAFFIC BOX (TO REMAIN)
+60.00
+13.76, 21.05' RT
EX. ELEV 762.63
2.5
COC DOT MULTI PAIR
COPER IN AT&T DUCT
HORIZONTAL
SCALE IN FEET
S. HIGH ST.
l
m ccutch
P1
95
P2
95
R1
95
FROM
C1
95
C2
95
C3
95
10+61.00
11+61.91
RT/LT
10+61.00
11+07.00
10+60.00
11+07.00
11+07.00
11+13.76
TO
FT
RT
41
SF
291
SF
RT
291
FT
E1
95
10+69.00
10+13.00
RT
E2
95
10+61.00
11+07.00
RT
47
E3
95
10+69.00
10+13.00
RT
67
10+60.00
11+13.76
RT
RT
161
EACH
RT
1
625
EACH
1
FT
47
72
41
47
88
RICH ST. NB, SITE #3
1
FT
FT
FT
47
47
127
41
116
243
1
EACH
EACH
1
1
1
1001
1
1001
EACH
FT
72
1
67
291
1
291
3163-E
CHECKED
CALCULATED
CIRCUIT CABLE (
UNDERGROUND)
633
SYSTEM REMOVAL
632
PANEL, 1
2 FIBER
632
OPTIC CABLE, 1
2 STRAND
632
INSTALLATION
625
PER PLAN
AS PER PLAN
625
625
FOUNDATION
625
PLAN
WALK REMOVED
AS PER PLAN
SIDE
STATION TO STATION
608
S U B S U M M A R Y - S IT E # 3
S . H IG H S T . & R IC H S T . N B
SHEET
NO.
202
67
486
96
DATE: 3/24/2016
A V E.
3/24/2016 11:25:00 AM
REF.
NO.
CO TA
C LE V E LA N D
BRT
c:\pwworki
ng\pi
tt\d1174091\BRTGS003.
dgn
202
EAST BROAD PLAZA
D. C. INJU, LLC
DV 2780 PG 131
1
0
EX. 8" WL (V-Z-01 086)
DV 2780 PG 131
INST 2002122000328499
EX. DOP UG
PRIMARY ELEC.
EX. 8" WL
(V-Z-01_086)
EX. DOP UG
PRIMARY ELEC.
EX. ELEC.
5
EX. VAULT
ABANDONED
EX. BUILDING
EX. BUILDING
EX. BUILDING
EX. 2" WL (DRE-1387)
+05.33
46.27 LT
EX. ELEV 762.94
PROP. UG ELEC.
(2" PVC CONDUIT)
+25.22
46.30 LT
EX. ELEV 763.06
EX. 2" WL
(DRE-1387)
P1
EX. COTA BUS
SHELTER (DND)
C2
+18.92, 41.39' LT
1
1
.5'
PROP. ELEC.
CONNECTION TO
UG SOURCE
EX. 4" UNDERDRAIN
(DRE-1387)
EX. 4" UNDERDRAIN (DRE-1387)
PB
PB
PB
+25.21
EX. TELE.
D1
EX. 20" WL (H I 186)
EX. TRAFFIC
PULL BOX
(TO REMAIN)
EX. COTA
SIGN (TBR)
EX. COTA
PULL BOX
(TO REMAIN)
EX. EOP
EX. CONC.
BUS LANE
R2
+25.26
34.77 LT
EX. ELEV 762.75
EXPOSE
C1
EX. GRANITE
CURB (DND)
T
EX. PULL BOX
EX. GRANITE
CURB (DND)
EX. EOP
EX. TELE.
PROP. DROP CABLE,
12 FIBER OPTIC,
UG (2" PVC CONDUIT)
EX. 20" WL
(H_I_186)
EX. CONC.
BUS LANE
&
R1
PB
+05.39
34.79 LT
EX. ELEV 762.81
T
+05.39
4.0'
PB
IT S
DND
PB
E LE C . PLA N
EX. VAULT
ABANDONED
EX. COTA
PULL BOX
(TO REMAIN)
CHECKED
19.9'
EX. VAULT
ABANDONED
EX. ELEC.
EX. FOC
E2
S T .S B
EX. COTA
BUS SHELTER
(DND)
TO W N
EX. CONC. WALK
S T .&
EX. ELEC.
CONST. LIMITS
&
EX. FOC
EX. ELEC.
CONST.
LIMITS
EX. 12" STM.
(DRE1387)
EX. TELE.
EX. TELE.
EX. 18" SAN (RP16462)
EX. 18" SAN (RP16462)
EX. 66" COMBO ABANDONED (RP146)
EX. 66" COMBO ABANDONED (RP146)
EX. 8" WL (H I 185)
\ HIGH ST.
S. HIGH ST.
\ HIGH ST.
S. HIGH ST.
14
14
PROPOSED PLAN
AM
DEMOLITION PLAN
SCALE: 1" = 5'
SCALE: 1" = 5'
EX. BUILDING
277
CROSS SECTION
LEGEND
C4 PROP. DROP CABLE,
12 FIBER OPTIC, UG
(IN EX. TRAFFIC CONDUIT
BANK)
E
RICH ST.
EX. DOP UG
PRIMARY ELEC.
EX. 48" CoC
TRAFFIC
PULL BOX
EX. BUILDING
EX. BRICK - PATTERN A
EX. BUILDING
PROP. SITE #4
EX. BUILDING
EX. BUILDING
PROP. SPLICE AT
EX. ENCLOSURE
INTERSECTION 0069
EX. COC
FOC
EX. GRANITE
CURB (DND)
TBM #73
UM
PB
PB
PB
PB
T
EX. DOP UG
PRIMARY ELEC.
UM
EX. EOP
EX. 42"
TRAFFIC
PULL BOX
E
NOTE:
E
TBM #73
12
13
T
EX. COC FOC
T
T
S. HIGH ST.
14
PROP. UG FIBER
OPTIC AND ELEC.
15
ITS PLAN
SCALE: 1" = 20'
BRICK WALK REMOVED
FOR REUSE
PATTERN.
PB
ST
SEE SHEET 95
A V E.
3/24/2016 11:25:17
CROSS REFERENCES
99
CO TA
C LE V E LA N D
BRT
l
m ccutch
EX. 8" WL (H I 185)
- S . H IG H
#4
EX. DOP UG
PRIMARY ELEC.
EX. 12" STM.
(DRE1387)
c:\pwworki
ng\pi
tt\d1174091\BRTGP004.
dgn
E
E
EX. LANE LINE
S IT E
E
E
EX. DOP UG
PRIMARY ELEC.
EX. LANE LINE
EX. TRAFFIC PULL
BOX (TO REMAIN)
PROP. INLET PROTECTION
ELEV.: 763.492
" " CUT IN THE SOUTHEAST CORNER OF THE LIGHT
POLE #227203 BASE ON THE WEST SIDE OF N. HIGH
STREET, IN FRONT OF PSN LIQUOR.
97
3163-E
486
DATE: 3/24/2016
EX. BRICK WALK
EX. CONC. WALK
CALCULATED
EX. CABLE TV
EX. CABLE TV
EX. VAULT
ABANDONED
0
2.5
EX. BUILDING
HORIZONTAL
SCALE IN FEET
INST 2002122000328499
N
EAST BROAD PLAZA
D. C. INJU, LLC
RACK MOUNTED FIBER OPTIC TERMINATION CABINET,
REFERENCE DETAIL SHEET
2.
ROUTE (1) 3 CELL MAXCELL INNERDUCT AND (1) 12
STRAND 0S2 SINGLE MODE LOOSE TUBE OSP FIBER
OPTIC CABLE TROUGH EXISTING CONDUIT.
3.
PULL (1) 3 CELL MAXCELL INNERDUCT AND (1) 12
STRAND 0S2 SINGLE MODE LOOSE TUBE OSP FIBER
OPTIC CABLE THROUGH EXISTING CONDUIT FROM
EXISTING FIBER OPTIC MANHOLE AT THE NORTH-WEST
CORNER OF E RICH STREET AND S HIGH STREET.
4.
PROVIDE SERVICE LOOP =>3X PERIMETER OF MANHOLE
INTERIOR AND MAKE SPLICE TO SERVICE PROVIDER'S
NETWORK.
OFFICE
40
CHECKED
CO M M O NS
THE
(1) 3 CELL MAXCELL
INNERDUCT AND (1) 12
STRAND 0S2 SINGLE MODE
LOOSE TUBE OSP FIBER
OPTIC CABLE IN EXISTING
CONDUIT
2
DETAIL - IT ROOM
NOT TO SCALE
98
486
DATE: 3/24/2016
1
C O T A -C U S T O M E R
IN FO R M A T IO N
SY ST EM
(C IS )
c:\pwworki
ng\pi
tt\d1326496\BRT_TP002.
dgn
3/24/2016 11:25:21 AM
l
m ccutch
M A IN
IT ROOM
HORIZONTAL
SCALE IN FEET
1
0
1.
T E R M IN A L
KEY NOTES
CALCULATED
ASSUME A MAXIMUM OF 485' FIBER OPTIC CABLE
T R A N S IT
REFERENCE IT ROOM
DETAIL BELOW
SEE SPECIAL PROVISIONS FOR DETAILS ON
ITEM SPECIAL - FIBER OPTIC FACILITIES INSTALLED,
COMMONS MAIN PARKING AND TRANSIT TERMINAL
PA R K IN G
(1) 3 CELL MAXCELL
INNERDUCT AND (1) 12
STRAND 0S2 SINGLE MODE
LOOSE TUBE OSP FIBER
OPTIC CABLE IN EXISTING
CONDUIT
2
0
EXISTING KNOCK HOLE
A ND
4
ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO
CONSTRUCT THE CUSTOMER INFORMATION SYSTEM
(CIS) FIBER OPTIC CONDUIT RUN AS DETAILED ON
THESE PLANS, INCLUDING BUT NOT LIMITED TO
UNDERGROUND CONNECTION TO EXISTING FIBER OPTIC
MAN HOLE, FIBER OPTIC CABLE, INNER DUCT, AND
RACK MOUNTED FIBER PATCH PANELS AND ALL
ANCILLARY HARDWARE AND INCIDENTALS SHALL BE
INCLUDED IN THE LUMP SUM PRICE BID FOR THIS
FIBER OPTIC CABLE CONDUIT RUN.
20
A.
3
N
GENERAL NOTES
EXISTING FIBER OPTIC MANHOLE
c:\pwworki
ng\pi
tt\d1174091\BRTGS004.
dgn
FROM
97
97
P1
97
R1
97
R2
97
TO
C1
97
C2
97
14+18.92
C3
97
NOT USED
C4
97
D1
97
14+07.72
14+18.92
11+61.91
14+07.56
14+58.00
14+07.75
14+18.92
14+18.92
14+05.39
14+26.42
14+25.21
EX. CONDUIT OCCUPIED (TYP.)
LT
LT
246
EACH
FT
LT
LT
1
14
EACH
LT
1
625
EACH
LT
1
TRENCH, 36" DEEP, AS PER
FT
14
40
40
FT
LT
24
EACH
14
246
1
246
260
TOWN ST. SB, SITE #4
FT
FT
1
14
94
415
1
EACH
EACH
1
1
LT
1
SF
321
1
NOT USED
10
1
1
229
Q U A N T IT IE S & N O T E S - S IT E # 4
S T . & T O W N S T . S B - 225' S . O F T O W N
ST.
REUSE
633
SPECIAL
229
EX. CABLES
EXISTING TRAFFIC UTILITY CONDUIT BANK DETAIL
3163-E
CHECKED
CALCULATED
632
PANEL, 1
2 FIBER
632
OPTIC CABLE, 1
2 STRAND
632
INSTALLATION
630
SIGN
PLAN
PER PLAN
AS PER PLAN
625
FOUNDATION
AS PER PLAN
SIDE
INLET PROTECTION
FT
625
486
99
DATE: 3/24/2016
E1
E2
STATION TO STATION
625
S . H IG H
l
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SHEET
NO.
625
A V E.
AM
REF.
NO.
207
CO TA
C LE V E LA N D
BRT
3/24/2016 11:25:24
202
PROP. DROP CABLE, 12 FIBER
3" I.D. PVC CONDUIT
CROSS REFERENCES
SUBSUMMARY
278
CROSS SECTION
1
0
ITS & ELECTRIC PLAN
102
PATTERN.
5
LEGEND
CONTRACTOR TO PROVIDE INLET PROTECTION ON
CLOSEST INLET DOWNSTREAM OF THE SITE.
2.5
EXPOSE WATER LINES AT PROPOSED FIBER OPTIC AND
ELECTRIC CROSSINGS TO VERIFY DEPTH AND LOCATION.
HORIZONTAL
SCALE IN FEET
E
102
N
NOTE:
EX. GRANITE WALK REMOVED
FOR REUSE
TBM #74
CHECKED
EX. 8" WL
(WL1986-45_001)
CALCULATED
0
FOR REUSE
ELEV.: 769.791
AT THE SOUTHEAST CORNER OF THE INTERSECTION OF S.
HIGH STREET AND STATE STREET.
S T .S B
DEMO. AREA
0'
.
4
EX. PAVEMENT
STA TE
(TBR)
S T .&
PLA N
S
- S . H IG H
#6
STATE OF OHIO DEPARTMENT OF
ADMINISTRATIVE SERVICES
S IT E
EX. BUILDING
EX. BUILDING
3/24/2016 11:25:34
EX. CONC. WALK
EX. BUILDING
CONST. LIMITS
60.4'
4.0'
+15.39
S
A V E.
R5
R3
1
2.5'
R4
4.5'
EX. GRANITE WALK
+13.37
7'
.
21
EX. COTA
BUS STOP
+10.74
UM
+93.42
+04.35
R8
CONST. LIMITS
22
EXPOSE
EX. GRANITE CURB
CONST. LIMITS
R9
X
EX. LIGHT POLE
(DND)
EX. PLANTER (DND)
EX. 8" GAS
EX. CONC.
BUS LANE
EX. STOP BAR
EX. EOP
EX. 20" WL
(H_I_188)
EX. COC FIBER
+86.24
EX. PLANTER (DND)
\ HIGH ST.
S. HIGH ST.
X
EX. COC LIGHT
R6
POLE (TBR)
32'
`
0'
3.
PB
4.0'
SIGN, (TBR)
R1
CO TA
C LE V E LA N D
BRT
12.5'
R2
EX. 8" GAS
c:\pwworki
ng\pi
tt\d1174091\BRTGP006.
dgn
EX. BUILDING
PILLARS (TYP)
EX. CONC. WALK
100
3163-E
486
DATE: 3/24/2016
STATE ST.
S
AM
l
m ccutch
D E M O LIT IO N
EXPOSE
CROSS REFERENCES
N
SUBSUMMARY
278
CROSS SECTION
PATTERN.
LEGEND
CONTRACTOR TO PROVIDE INLET PROTECTION ON
CLOSEST INLET DOWNSTREAM OF THE SITE.
EX. GRANITE WALK REMOVED
PROP. UG ELEC.
(2" PVC CONDUIT)
FOR REUSE
CONST. LIMITS
EXPOSE
CHECKED
PROP. 32"
PULL BOX
0
EXPOSE WATER LINES AT PROPOSED FIBER OPTIC AND
ELECTRIC CROSSINGS TO VERIFY DEPTH AND LOCATION.
CALCULATED
MATCHLINE - SEE BELOW
2.5
E
E2
5
PROP. ELEC. CONNECTION
TO UG SOURCE
STATE ST.
ITS & ELECTRIC PLAN
102
1
0
PROP. CORE DRILL
CONNECTION
102
HORIZONTAL
SCALE IN FEET
S
S
CONST. LIMITS
NOTE:
TBM #74
E3
E
ELEV.: 769.791
AT THE SOUTHEAST CORNER OF THE INTERSECTION OF S.
HIGH STREET AND STATE STREET.
FOR REUSE
PROP. 8" CONC. WALK
P4
PROP. PAVEMENT
PROP. UG ELEC.
(2" PVC CONDUIT)
REPLACEMENT
E1
EX. BUILDING
STATE ST.
EX. BUILDING
S . H IG H
RO A D W A Y
EX. BUILDING
PROP. UG ELEC.
PROP. DROP CABLE, C3
12 FIBER OPTIC, UG
(2-2" PVC CONDUIT)
STATE OF OHIO DEPARTMENT OF
ADMINISTRATIVE SERVICES
P4
EX. CONC. WALK
P3
EX. BUILDING
C4
+80.00, 43.00' LT, SITE #6
EX. CONC. WALK
CONST. LIMITS
EX. GRANITE WALK
PROP. DROP CABLE,
C1
12 FIBER OPTIC, UG
(2" PVC CONDUIT)
EX. ELEV 768.05
+86.26, 47.06' LT
+73.75, 42.52' LT
EX. ELEV 767.99
EX. ELEV 767.99
CONST. LIMITS
+13.37, 42.55' LT
CONST. LIMITS
C2
PROP. COTA PULL BOX
EX. BUILDING
PILLARS (TYP)
CO TA
C LE V E LA N D
BRT
EX. ELEV 768.15
E
C
PROP. CORE DRILL CONNECTION
P1
+13.36, 38.32' LT
+90.78, 32.02' LT
PB
EX. ELEV 767.77
EX. 8" GAS
EX. ELEV 768.14
+73.73, 38.59' LT
EX. GRANITE CURB
EX. ELEV 767.93
6.2'
UM
EXPOSE
PROP. UG FIBER OPTIC.
SEE ITS AND ELEC. PLAN
+92.71
22
29.58 LT
EX. ELEV 767.64
EX. STOP BAR
\ HIGH ST.
EX. 8" GAS
EX. 20" WL
(H_I_188)
EX. EOP
+86.24, 34.56' LT
EX. ELEV 767.83
EX. COC FIBER
+73.74
34.59 LT
EX. ELEV 767.83
EX. CONC.
BUS LANE
101
23
S. HIGH ST.
3163-E
486
DATE: 3/24/2016
A V E.
+73.76, 47.09' LT
32'
`
3/24/2016 11:25:47
AM
l
m ccutch
N
MATCHLINE - SEE ABOVE
P2
c:\pwworki
ng\pi
tt\d1174091\BRTGP006b.
dgn
S T .&
PLA N
EX. BUILDING
STA TE
- S IT E
#6
S T .S B
EX. GRANITE WALK
NE CONDUIT
E
PROP. DROP CABLE, 12
FIBER OPTIC
EX. CONDUIT OCCUPIED (TYP.)
EX. BUILDING
S
PROP. SITE #6
EX. CABLES
1
0
E
PROP. SPLICE AT
EX. ENCLOSURE
INTERSECTION 0055
EX. 36" CoC
PULL BOX
0
EX. GRANITE WALK
CALCULATED
E
C
PB
3" I.D. PVC CONDUIT
T
UM
EX. COC FOC
EX. TRAFFIC CONDUIT BANK
PROP. DROP CABLE,
PROP. UG FIBER OPTIC AND ELEC.
E
12 FIBER OPTIC, UG
CHECKED
S
UM
C1
HORIZONTAL
SCALE IN FEET
40
COC DOT FOC IN
COLUMBUS FIBERNET DUCT
20
STATE ST.
N
EX. COC FOC
S
SEE PLAN SHEET
E
(IN EX. TRAFFIC CONDUIT BANK)
EACH
FT
EACH
FT
FT
85
85
90
5
5
80
EACH
EACH
1
1
FT
SF
SF
101
101
E1
101
E2
101
E3
101
22+75.01
85
LT
22+79.94
22+79.94
21+87.59
LT
2
LT
10
30
LT
22+75.01
1
LT
113
118
52
21+87.59
1
21+76.17
21+87.59
LT
P1
101
21+92.90
22+10.74
LT
P2
101
22+13.37
22+15.39
LT
P3
101
22+80.00
P4
101
21+74.13
LT
R1
100
21+86.11
22+04.35
LT
100
21+92.90
22+10.74
LT
R3
100
22+00.48
22+13.37
LT
R4
100
22+13.37
22+15.39
LT
R5
100
22+15.39
22+86.24
LT
R6
100
22+85.00
59
54
68
8
LT
21+90.45
R2
R7
54
1
12
79
S IT E
C3
C4
22+75.01
22+75.01
&
101
IT S
C2
21+92.46
68
52
8
388
LT
1
NOT USED
100
C1
102
21+92.90
22+05.00
22+96.43
LT
14
LT
1
STATE ST. SB, SITE #6, ITS AND ELEC.
21+44.35
21+92.46
LT
47
47
122
47
76
1
12
8
68
262
1
1
207
2
1
196
1
137
292
1
1
14
79
52
388
CROSS REFERENCES
100
102
TE #6
I
AN - S
OP.PL
MO & PR
DE
3163-E
486
DATE: 3/24/2016
100
R9
A V E.
R8
CO TA
C LE V E LA N D
BRT
l
m ccutch
3/24/2016 11:25:55 AM
c:\pwworki
ng\pi
tt\d1174121\BRTTP006.
dgn
101
S T .&
SF
STATE ST. SB, SITE #6
C1
STA TE
SUBSUM M A RY
&
REUSE
SPECIAL
GRANI
TE W ALK REM OVED FOR
REUSE
SPECIAL
BRI
CK W ALK REM OVED FOR
REUSE
SPECIAL
BRI
CK ROAD REM OVED FOR
REUSE
SPECIAL
GRANI
TE CURB REM OVED FOR
CONTROLLER I
TEM ,M I
SC :
LAYER 2 ETHERNET SW I
TCH
633
PANEL,12 FI
BER
FI
ELD TERM I
NATE PATCH
632
I
NTERCONNECT CABLE,M I
SC :
OPTI
C CABLE,12 STRAND
I
NTERCONNECT,M I
SC :FI
BER
632
I
NSTALLATI
ON
FI
BER OPTI
C CABLE,M I
SC.
:
632
UNDERGROUND FI
BER OPTI
C
M OUNTED SI
GN
630
REM OVAL OF GROUND
PLAN
TRENCH,36" DEEP,AS PER
PER PLAN
625
PULL BOX,CONCRETE 32",AS
PULL BOX 18",AS PER PLAN
EACH
625
- S . H IG H
FT
625
#6
EACH
PER PLAN
POW ER SERVI
CE,TYPE A,AS
AS PER PLAN
POW ER SERVI
CE,GROUNDI
NG,
FOUNDATI
ON
MI
SC;M ARKER TYPE E2
EACH
625
&
FT
625
#5
SF
625
E LE C . PLA N
SF
625
CONDUI
T,2",AS PER PLAN
CY
PLAN
EACH
608
CONCRETE W ALK,8",AS PER
SF
608
PLAN
PERM ANENT PAVEM ENT
AS PER PLAN
FT
259
REM OVAL M I
SC;LI
GHT POLE
TO
202
W ALK REM OVED
FROM
EXI
STI
NG CONDUI
T CLEANED,
STATION TO STATION
SI
DE
REF. SHEET
NO.
NO.
202
CONCRETE W ALK,4",AS PER
EX. 32" CoC
TRAFFIC PULL BOX
ITS PLAN - SITE #6
202
EXISTING TRAFFIC UTILITY CONDUIT BANK DETAIL
23
ST.
S. HIGH ST.
22

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Transcription

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