OHIO TURNPIKE COMMISSION€¦ · ohio edison company (216) 384-7987 76 s. main st., 12th floor ... elevations shown on plan and profile sheets are at right edge of third lane barrier

ITEM 207 FILTER FABRIC FENCE

FILTER FABRIC SHALL MEET THE REQUIREMENTS OF ITEM 207.02.

CROSSINGS AND CONNECTIONS TO EXISTING PIPES AND UTILITIES

CONSTRUCTION SPECIFICATIONS

THE STATE OF OHIO DEPARTMENT OF TRANSPORTATION 2010 CONSTRUCTION

AND MATERIALS SPECIFICATIONS AND THE SPECIAL PROVISIONS CONTAINED

IN THE CONTRACT DOCUMENTS SHALL GOVERN THIS PROJECT.

UTILITIES

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT

CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE OWNERS.

CONTINGENCY QUANTITIES

ELEVATION DATUM

ALL ELEVATIONS ARE BASED ON NGVD29 DATUM.

GUARDRAIL REPLACEMENT

TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

WORK LIMITS

EXISTING UNDERDRAINS

PAVEMENT SAW CUT LOCATION SHALL NOT BE DISTURBED.

ALL EXISTING UNDERDRAINS ENCOUNTERED IN THE THIRD LANE AND AT THE

SSKDRAWN:

DESIGNED:

NO.

IN CHARGE: SCALE:

OHIO TURNPIKE COMMISSION

CHECKED: DATE:

REVISIONS BY DATE

GENERAL NOTES

RESOURCE INTERNATIONAL, INC.

6350 PRESIDENTIAL GATEWAY

COLUMBUS, OH 42321

SSK

NLC

4650 LAKEHURST COURT

OFFICE PH: (303) 886-1299

HOME PH: (303) 383-8606

OREGON, OH 43616

(419) 698-8189

BUCKEYE PIPELINE CO.

3321 YORK ST.

ROUNDING

GUARDRAIL BEHIND CURBS

OF THE RAIL SHALL BE 27" ABOVE THE GUTTER LINE.

THE GUARDRAIL IS LOCATED FLUSH WITH THE FACE OF CURB AND THE TOP

ANY NECESSARY GUARDRAIL SHALL BE POSITIONED SO THAT THE FACE OF

WHERE A CURB IS PROVIDED AT THE OUTER EDGE OF THE PAVED SHOULDER,

PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN

THE CONTRACT PRICE FOR THE PERTINENT 603 CONDUIT ITEMS.

REVIEW OF DRAINAGE FACILITIES

PIPE CONNECTIONS TO CORRUGATED METAL STRUCTURES

THE FIELD WELDED JOINT, IF USED, SHALL BE THOROUGHLY CLEANED AND

REGALVANIZED OR OTHERWISE SUITABLE REPAIRED. WELDING SHALL MEET THE

REQUIREMENTS OF 513.21.

TO CONNECT THE LONGITUDINAL DRAINAGE TO THE STUB, WHEN PIPE OTHER

THAN CORRUGATED METAL IS PROVIDED FOR THE LONGITUDINAL DRAINAGE.

PAYMENT FOR CUTTING INTO THE STRUCTURE AND PROVIDING THE CONNECTIONTOLEDO, OH 43697

(419) 245-5420

AMERITECH

130 NORTH ERIE, ROOM 308

OHIO EDISON COMPANY

(216) 384-7987

76 S. MAIN ST., 12TH FLOOR

AKRON, OH 44308

A MASONRY COLLAR, AS PER STANDARD DRAWING, DM-1.1, WILL BE REQUIRED

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SUSPENDED UNTIL SUCH TIME AS THE CHIEF ENGINEER IS ASSURED OF COMPLIANCE.

207, TEMPORARY SEEDING AND MULCHING 1377 SQ. YD.

659, COMMERCIAL FERTILIZER 0.3 TON

659, WATER 9 M. GAL.

LANES & SHOULDER RECONSTRUCTION

ITEM 201 - CLEARING AND GRUBBING

NO HAZARD SHALL BE LEFT UNPROTECTED EXCEPT FOR THE ACTUAL TIME NECESSARY TO

REMOVE THE EXISTING GUARDRAIL, PREPARE THE SITE, AND INSTALL NEW GUARDRAIL

IN A CONTINUOUS OPERATION. THE REMOVAL OF ALL GUARDRAIL SHALL AT ALL TIMES BE

AS DIRECTED BY THE CHIEF ENGINEER. NO GUARDRAIL SHALL BE REMOVED UNTIL THE

REPLACEMENT MATERIAL IS ON THE SITE, READY FOR INSTALLATION. FAILURE TO COMPLY

WITH THIS REQUIREMENT SHALL BE DEEMED SUFFICIENT CAUSE TO ORDER WORK

THE FOLLOWING ESTIMATED QUANTITIES ARE TO BE USED AS DIRECTED BY THE CHIEF ENGINEER

FOR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES.

THE BOTTOM OF THE FENCE SHALL BE BURIED 6" BELOW THE GROUND. THE FENCE SHALL BE HIGH

ENOUGH TO RETAIN SEDIMENT LADEN WATER AND ADEQUATELY SUPPORTED TO PREVENT COLLAPSE

OR BURSTING. THE GROUND ELEVATION OF THE FENCE SHALL BE HELD CONSTANT EXCEPT THAT THE

END ELEVATION SHALL BE RAISED TO PREVENT FLOW AROUND THE END OF THE FENCE.

THE FILTER FABRIC SHALL BE MAINTAINED TO BE FUNCTIONAL. THIS SHALL INCLUDE REMOVAL OF

TRAPPED SEDIMENT AND REQUIRED CLEANING, REPAIR AND/OR REPLACEMENT OF THE FILTER FABRIC.

THE COST OF ALL MATERIALS, CONSTRUCTION, MAINTENANCE AND REMOVAL REQUIRED SHALL BE PAID

FOR UNDER ITEM 207 LIN. FT. FILTER FABRIC FENCE.

ABOVE THE BASE AND PLACED OUTSIDE OF THE RIGHT-OF-WAY.

REMOVED ON THEIR PROPERTY. TREES DESIGNATED AS BEING SALVAGED FOR WOOD, SHALL BE CUT

CHIEF ENGINEER. LANDOWNERS SHALL BE ALLOWED TO SALVAGE THE WOOD FROM TREES BEING

SUM BID FOR ITEM 201, CLEARING AND GRUBBING, EXCEPT THOSE OTHERWISE DESIGNATED BY THE

ALL TREES AND STUMPS WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED UNDER THE LUMP

WHERE PLANS PROVIDE FOR A PROPOSED CONDUIT TO BE CONNECTED TO, OR CROSS OVER OR UNDER

AN EXISTING SEWER OR UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES

OR UTILITIES BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED CONDUIT.

IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING CONDUIT, OR EXISTING APPURTENANCE

TO BE CONNECTED, DIFFERS FROM THE PLAN ELEVATION OR RESULTS IN A CHANGE IN THE PLAN

CONDUIT SLOPE, THE CHIEF ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY

PORTION OF THE PROPOSED CONDUIT WHICH WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING

ELEVATIONS.

IF IT IS DETERMINED THAT THE PROPOSED CONDUIT WILL INTERSECT AN EXISTING SEWER OR UNDERGROUND

UTILITY IF CONSTRUCTED AS SHOWN ON THE PLAN, THE CHIEF ENGINEER SHALL BE NOTIFIED BEFORE

STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED CONDUIT WHICH WOULD BE AFFECTED BY

THE INTERFERENCE WITH AN EXISTING FACILITY.

PAYMENT FOR ALL THE OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN THE CONTRACT PRICE FOR

THE PERTINENT 603 CONDUIT ITEM.

CONNECTIONS OF PROPOSED LONGITUDINAL DRAINAGE TO CORRUGATED METAL

STRUCTURES SHALL BE MADE BY MEANS OF A SHOP FABRICATED OR FIELD WELDED STUB

ON THE STRUCTURE. THE STUB SHALL MEET THE REQUIREMENTS OF 707 AND HAVE A

MINIMUM LENGTH OF TWO FEET AND A MINIMUM WALL THICKNESS OF 0.064 INCHES.

THE LOCATION AND ELEVATION OF THE STUB ARE TO BE CONSIDERED APPROXIMATE

AND MAY BE ADJUSTED BY THE CHIEF ENGINEER TO AVOID CUTTING THROUGH JOINTS

IN THE STRUCTURE.

BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN BEFORE FINAL ACCEPTANCE

BY THE OTC, REPRESENTATIVES OF THE OTC AND THE CONTRACTOR, SHALL MAKE AN

AN INSPECTION OF ALL EXISTING SEWERS WHICH ARE TO REMAIN IN SERVICE AND WHICH

THEIR APPURTENANCES SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS

ALL NEW CONDUITS, INLETS, CATCH BASINS, AND MANHOLES CONSTRUCTED AS PART OF

THE PROJECT SHALL BE FREE OF ALL FOREIGN MATTER AND IN A CLEAN CONDITION

BEFORE THE PROJECT WILL BE ACCEPTED BY THE OHIO TURNPIKE COMMISSION.

ALL EXISTING SEWERS INSPECTED INITIALLY BY THE ABOVE MENTIONED PARTIES SHALL

BE MAINTAINED AND LEFT IN A CONDITION REASONABLY COMPARABLE TO THAT

DETERMINED BY THE ORIGINAL INSPECTION. ANY CHANGE IN THE CONDITION RESULTING

FROM THE CONTRACTOR’S OPERATIONS SHALL BE CORRECTED BY THE CONTRACTOR TO

THE SATISFACTION OF THE CHIEF ENGINEER.

NO HAZARD SHALL BE LEFT UNPROTECTED EXCEPT FOR THE ACTUAL TIME NECESSARY TO

REMOVE EXISTING GUARDRAIL, EXCAVATE FOR AND INSTALL THE BARRIER, CURE THE

AS-BUILT PLANS

QUEST COMMUNICATIONS

DUBLIN, OH 43016

ATTN: CHRISTOPHER STRAYER

ITEM 203 - EXCAVATION

DESCRIBED, SHALL BE INCLUDED IN THE CONTRACT PRICE FOR ITEM 603.

MAY BE AFFECTED BY THE WORK. THE CONDITION OF THE EXISTING CONDUITS AND

ITEM 622 CONCRETE BARRIER, TYPE D, AS PER PLAN

APPLY TO ALL CROSS-SECTIONS UNLESS OTHERWISE SHOWN.

THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL SECTIONS SHALL

TELEPHONE (440) 234-2081.

COMMISSION OFFICE LOCATED AT 682 PROSPECT STREET, BEREA, OHIO 44017,

AND TURNPIKE SPECIFIC STANDARD DRAWINGS MAY BE INSPECTED IN THE OHIO TURNPIKE

REPLACEMENT AND OTHER MODIFICATIONS, INCLUDING CROSS-SECTIONS, STANDARD DRAWINGS

THE AS-BUILT PLANS FROM THE ORIGINAL 1953 CONSTRUCTION, 3RD LANE WIDENING, DECK

N/A

OHIO TURNPIKE WESTBOUND RIGHT TWO

X 01/20/2012

CONTRACT SHEET OF 8 12839-12-02

PROJECT SURVEY

OF THE INSPECTION SHALL BE KEPT IN WRITING BY THE OTC REPRESENTATIVE.

(216) 664-2342

BOB BOEHM

PARMA HEIGHTS, OH 44130

5953 DEERING AVENUE

(440) 582-3002

KRIS KAMPS

NORTH ROYALTON, OH 44133

11545 ROYALTON ROAD

SERVICE DEPARTMENT

CITY OF NORTH ROYALTON

(440) 891-2428

DAN SUREN

MIDDLEBURG HEIGHTS, OH 44130

7080 FRY ROAD

COLUMBIA GAS OF OHIO

(877) 772-2253

CLEVELAND, OH 44114

3300 LAKESIDE AVENUE EAST

TIME WARNER CABLE

(330) 723-9110

MEDINA, OH 44256

3833 WEYMOUTH ROAD

AT&T

(216) 535-3688

CLEVELAND, OH 44130

12221 PLAZA DRIVE

COX COMMUNICATIONS

(440) 582-0970

NORTH ROYALTON, OH 44133

12300 RIDGE ROAD

VERIZON BUSINESS FACILITY

PROJECT BASELINE

VERIFY THE LOCATION OF THIS JOINT.

ON CURVES, OR USE OTHER METHODS AS APPROVED BY THE CHIEF ENGINEER, TO FIND AND

CONTRACTOR SHALL USE POTHOLING AT EVERY 500 FEET ON TANGENTS AND EVERY 100 FEET

RIGHT EDGE OF THE THIRD LANE BASE PAVEMENT JOINT OF THE WESTBOUND LANES. THE

BASELINE FOR CONSTRUCTION LAYOUT. THE LOCATION OF THIS BASELINE SHALL BE AT THE

THE CONTRACTOR SHALL ESTABLISH THE PROJECT BASELINE IN THE FIELD AND USE THIS

GUARDRAIL INSTALLATION ADJACENT TO ROLLER COMPACTED CONCRETE (RCC) SHOULDER

BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT.

ELEVATIONS AND CROSS SLOPES AS NECESSARY TO INSURE NO WATER PONDING WILL OCCUR

RATES ARE MET AS SHOWN ON THE PLANS. IN ADDITION, CONTRACTOR SHALL VERIFY

EDGE OF EXISTING PAVEMENT AND INSURE DESIGN CROSS SLOPES AND SUPERELEVATIONS

COLLECTED IN THE FIELD. CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH

(DIRECTION OF TRAFFIC) AND DERIVED FROM EXISTING THIRD LANE DESIGN PLANS AND DATA

ELEVATIONS SHOWN ON PLAN AND PROFILE SHEETS ARE AT RIGHT EDGE OF THIRD LANE

BARRIER FOR 3 DAYS, PRIOR TO SEALING OF CONCRETE SURFACES, AND RECONNECT THE

EXISTING OR REBUILT GUARDRAIL. THE REMOVAL OF GUARDRAIL SHALL AT ALL TIMES BE

AS DIRECTED BY THE CHIEF ENGINEER.NO GUARDRAIL SHALL BE REMOVED UNTIL THE

REPLACEMENT MATERIAL IS READY FOR INSTALLATION. FAILURE TO COMPLY WITH THIS

REQUIREMENT SHALL BE DEEMED SUFFICIENT CAUSE TO ORDER WORK SUSPENDED ON THIS

PROJECT UNTIL SUCH TIME THE CHIEF ENGINEER IS ASSURED OF SAID COMPLIANCE.

CBR-5 & CBR-6.

BARRIER WALL SHALL HAVE JERSEY STYLE FACE AND COMPLY WITH STANDARD DRAWINGS

(216) 443-8208

VALLEY VIEW, OH 44125

6100 WEST CANAL ROAD

SANITARY ENGINEER

CUYAHOGA COUNTY

DIVISION OF WATER

CITY OF CLEVELAND

(440) 953-7501

EASTLAKE, OH 44095

10 ERIE ROAD

ILLUMINATING COMPANY

CLEVELAND ELECTRIC

THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE AS OBTAINED FROM

THE OWNERS AS REQUIRED BY SECTION 153.64 O.R.C.

THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR ITEMS DESIGNATED BY

PLAN NOTE TO BE USED "AS DIRECTED BY THE CHIEF ENGINEER" UNLESS AUTHORIZED BY THE CHIEF

ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED FOR SUCH ITEMS SHALL BE

INCORPORATED INTO THE FINAL CHANGE ORDER GOVERNING COMPLETION OF THIS PROJECT.

THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. THE

INSTALLATION AND OPERATION OF ALL TEMPORARY TRAFFIC CONTROL AND TEMPORARY

TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS SHALL BE PROVIDED BY THE

CONTRACTOR WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.

SLOPE DRAINS

4 CU. YD.ITEM 602 - CONCRETE MASONRY

10 CU. YD.ITEM 601 - ROCK CHANNEL PROTECTION, TYPE C, WITH FABRIC FILTER

150 FT.ITEM 603 - 18" CONDUIT, TYPE C



REPLACE HEADWALLS AND ROCK CHANNEL PROTECTIONS WHERE NEW SLOPE DRAIN PIPES ARE INSTALLED.

ENGINEER TO REPLACE ANY DAMAGED, RUSTED, OR NON-FUNCTIONAL SLOPE DRAIN PIPES. REMOVE AND

THE FOLLOWING QUANTITIES, ARE INCLUDED AS CONTINGENCY, TO BE USED AS DIRECTED BY THE CHIEF

TYPE 5, USING STEEL POSTS.

POSTS ADJACENT TO RCC SHALL BE INCLUDED IN THE PRICE FOR ITEM 606 - GUARDRAIL,

MATERIAL AND EQUIPMENT REQUIRED FOR SPECIAL METHODS TO INSTALL GUARDRAIL

GUARDRAIL POSTS ADJACENT TO THE RCC SHOULDER. PAYMENT FOR ALL LABOR,

HOLES, OR USE OTHER METHODS APPROVED BY THE CHIEF ENGINEER, TO INSTALL

IF RCC IS CHOSEN AS THE SHOULDER BASE MATERIAL, THE CONTRACTOR SHALL DRILL

THIS ITEM INCLUDES EXCAVATING THE EXISTING GRANULAR BASE UNDER THE CENTER AND RIGHT WESTBOUND

LANES, APPROACH SLABS, FULL DEPTH EXCAVATION OF THE EXISTING WESTBOUND RIGHT SHOULDER AFTER

MILLING ASPHALT OVERLAY AND TRENCH EXCAVATION FOR AGGREGATE DRAIN. EXISTING GRANULAR BASE

THICKNESS VARIES WITH A MAXIMUM OF 6 INCHES THICK UNDER THE RIGHT AND CENTER LANES. THE

EXCAVATION OF EXISTING SHOULDER, AFTER MILLING, INCLUDES APPROXIMATELY 6 TO 10 INCH OF MATERIAL

INCLUDING, BUT NOT LIMITED TO, CHIP AND SEAL, GRANULAR BASE, AND EARTH. TOTAL THICKNESS FOR

SHOULDER EXCAVATION IS APPROXIMATELY 16.25+/- INCHES. THESE THICKNESSES WERE DERIVED FROM THE

EXISTING PLANS AND MAY VARY IN THE FIELD. THE FOLLOWING ESTIMATED QUANTITIES HAVE BEEN INCLUDED

IN THE GENERAL SUMMARY FOR EXCAVATION.

BASE BID:

MAINLINE GRANULAR BASE REMOVAL [(24,798 X 24’ X (6.25/12)]/27 = 11,481 CU. YD.

SHOULDER EXCAVATION [24,798 X 11.42’ X (1 .25"/12)]/27 = 14,203 CU. YD.

APPROACH SLAB GRANULAR BASE REMOVAL [(175 X 40.17’ X (6.25/12)]/27 = 136 CU. YD.

TRENCH FOR AGGREGATE DRAIN (24,798 X 0.5’ X 1.0’)/27 = 459 CU. YD.

ITEM 203 EXCAVATION 26,279 CU. YD.

ALTERNATE BID:

MAINLINE GRANULAR BASE REMOVAL [(24,798 X 24’ X (5.25/12)]/27 = 9,644 CU. YD.

SHOULDER EXCAVATION [24,798 X 11.42’ X (15.25"/12)]/27 = 13,329 CU. YD.

APPROACH SLAB GRANULAR BASE REMOVAL [(175 X 40.17’ X (5.25/12)]/27 = 114 CU. YD.

TRENCH FOR AGGREGATE DRAIN (24,798 X 0.5’ X 1.0’)/27 = 459 CU. YD.

ITEM 203 EXCAVATION 23,546 CU. YD.

6 14,203

26,279

13,329

23,546

5

1 1 ADDENDUM NO. 2 NLC 2/21

6

1

SSKDRAWN:

DESIGNED:

NO.

IN CHARGE: SCALE:


CHECKED: DATE:

REVISIONS BY DATE

GENERAL NOTES



COLUMBUS, OH 42321

SSK

NLC

SPECIFICATIONS IS INTENDED. PROVISIONS OF EXPANSION JOINTS AT ALL

MAJOR STRUCTURES AND THE MAXIMUM SPACING BETWEEN CONTRACTION

CONTRACTION AND/OR EXPANSION JOINTS

JOINTS HAVE BEEN DETAILED ON THIS PLAN, NO WAIVER OF THE

JOINTS SHALL, IN ALL CASES, BE IN ACCORDANCE WITH STANDARD

CONSTRUCTION DRAWING BP-2.2 AND THE SPECIFICATIONS.

CONTRACTION JOINTS IN CONCRETE PAVEMENT OR BASE WIDENING

ADDITIONAL SOIL INFORMATION

2) ADDITIONAL SUBSURFACE INVESTIGATIONS MADE TO STUDY SOME

ASPECT OF THE PROJECT.

COATED DOWEL BARS

IN ACCORDANCE WITH 709.13.

DOWEL BARS REQUIRED ON STANDARD DRAWING BP-2.2 SHALL BE COATED

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THOUGH SPECIFIC LOCATIONS OF CERTAIN CONTRACTION AND EXPANSIONAL

ITEM SPECIAL - SAW CUT JOINT


ITEM SPECIAL - ASPHALT PAVEMENT REINFORCEMENT

SEEDING & MULCHING

ITEM SP604 - CATCH BASIN, TYPE CB-1

ITEM SPECIAL - PRESSURE RELIEF JOINT, TYPE A

ITEM 206 - CHEMICALLY STABILIZED SUBGRADE, AS PER PLAN

INCIDENTAL TO ITEM SP 614 - MAINTAINING TRAFFIC.

ALL MAINTENANCE OF TRAFFIC NECESSARY TO COMPLETE THIS ITEM SHALL BE CONSIDERED

25,000 FT.ITEM SPECIAL - SAW CUT JOINT

QUANTITY IS PROVIDED IN THE GENERAL SUMMARY:

LABOR, EQUIPMENT AND MATERIALS NECESSARY TO COMPLETE THIS ITEM. THE FOLLOWING

UNIT BID PRICE PER LINEAR FOOT FOR ITEM SPECIAL - SAW CUT JOINT AND SHALL INCLUDE ALL

THE PLANS AND/OR AS DIRECTED BY THE CHIEF ENGINEER. PAYMENT FOR THIS ITEM WILL BE AT

ASPHALT AND PROPOSED ASPHALT MEET. THE LOCATION AND DEPTH SHALL BE AS SPECIFIED IN

THIS ITEM SHALL CONSIST OF SAW CUTTING WITH A DIAMOND BLADE AT JOINTS WHERE EXISTING

ITEM 452 - NON-REINFORCED CONCRETE PAVEMENT (T=12")

ITEM SPECIAL - ROLLER COMPACTED CONCRETE (T=9")

N/A

DRAWING BP-2.2, EXCEPT THAT THE SPACING SHALL BE 14 FOOT MAXIMUM.

CONTRACTION JOINTS SHALL BE CONSTRUCTED AS PER STANDARD CONSTRUCTION

X


CONTRACT SHEET OF 9 12839-12-02

01/20/2012

ITEM SP626 - RAISED PAVEMENT MARKER

SHOWN. ADDITIONAL INFORMATION MAY ALSO BE AVAILABLE FROM THE FOLLOWING:

ALL AVAILABLE SOIL AND BEDROCK INFORMATION WHICH CAN BE CONVENIENTLY

THE SOIL BORING LOGS ARE SHOWN ON SHEETS 32 THROUGH 54 AND CONTAIN

THIS ITEM OF WORK. SAW CUT JOINTS SHALL BE INSTALLED TO MATCH ADJACENT JOINTS IN ITEM 452.

INCLUDE ALL EQUIPMENT, MATERIAL, LABOR AND OTHER INCIDENTALS NECESSARY TO COMPLETE

THIS ITEM SHALL COMPLY WITH OTC SPECIFICATION FOR ROLLER COMPACTED CONCRETE AND SHALL

149 M. GAL.

5.7 ACRES

3.7 TON

1,377 SQ. YD.

1,377 SQ. YD.

27,547 SQ. YD.

3,058 CU. YD.

2 EACH

ITEM 642 - PERMANENT PAVEMENT MARKINGS

ITEM 605 - AGGREGATE DRAIN, AS PER PLAN

ITEM 622 - CONCRETE BARRIER, TYPE B-50, AS PER PLAN

THE BASE PAVEMENT JOINTS, AS SHOWN ON OTC STANDARD DRAWING RPM-1.

PERMANENT PAVEMENT MARKING LOCATIONS SHALL BE DETERMINED BY REFERENCING

ST

ABILIZ

ATIO

N

12

12

12

14

14

LE

NG

TH

FT.

WID

TH

FT.

TR

EA

TM

EN

T

AR

EA

S.F.

TR

EA

TM

EN

T

AR

EA

S.Y.

AP

PLIC

ATIO

N

RA

TE

LBS./S.Y.

TO

TA

L

WEIG

HT

OF

LBS. TONS

603+50

TO

TA

L

WEIG

HT

OF

TOTALS

STATION

BEGIN

STATION

END

643+70

682+13

733+00

805+76

636+33

679+10

733+00

802+20

863+90

26

26

26

26

26

65

65

65

76

76

DEP

TH (I

NC

HES)

3,283 85,358 9,484

PO

RT

LA

ND

CE

ME

NT

CE

ME

NT

PO

RT

LA

ND

616,474

CE

ME

NT

PO

RT

LA

ND

308

3,540 92,040 10,227 664,733 332

5,087 132,262 14,696 955,226 478

6,920 179,920 19,991 1,519,324 760

5,814 151,164 16,796 1,276,496 638

MAIN

LIN

E

805+76

733+00

682+13

643+70

603+50 636+33

679+10

733+00

802+20

863+90

SH

OU

LD

ER

12

12

12

12

12

3,283

3,540

5,087

6,920

5,814

30,926

33,347

47,920

65,186

54,768

3,436

3,705

5,324

7,243

6,085

44

44

44

44

44

151,193

163,029

234,273

318,689

267,754

76

82

159

134

3,08496,987

LO

CA

TIO

N

PAVEMENT REPAIRS

ROLLED IN ACCORDANCE WITH ODOT ITEM 204.

STABILIZED SOIL SUBGRADE MUST CONTINUE TO CURE FOR TWO ADDITIONAL DAYS AND THEN BE PROOF

IF THE AVERAGE PR OF THE CEMENT STABILIZED SOIL SUBGRADE IS ABOVE 8.0 MM/BLOW, THEN THE CEMENT

THEN THE CONTRACTOR CAN PROCEED WITH CONSTRUCTION OF THE PAVEMENT STRUCTURE.

ROADWAY. IF THE AVERAGE PR OF THE CEMENT STABILIZED SOIL SUBGRADE IS BELOW 8.0 MM/BLOW,

SOIL SUBGRADE MUST AVERAGE 8.0 MM/BLOW TESTS WILL BE PERFORMED EVERY 200 LINEAR FEET OF

THROUGH THE TREATMENT DEPTH. THE MAXIMUM PENETRATION RATE THROUGHOUT THE CEMENT STABILIZED

MEASURE THE PENETRATION RATE (PR) IN MM/BLOW FOR THE CEMENT STABILIZED SOIL SUBGRADE

USED AS THE INITIAL ACCEPTANCE TEST FOR THE CEMENT STABILIZED SOIL SUBGRADE. THE ADCP WILL

PERFORMED AFTER 72 HOURS OF CURING. AN AUTOMATIC DYNAMIC CONE PENETROMETER (ADCP) WILL BE

E. PROOF ROLLING - ACCEPTANCE TESTING OF THE CEMENT STABILIZED SOIL SUBGRADE WILL BE

CONSTRUCTION OR AS APPROVED BY THE CHIEF ENGINEER.

FROM FREEZING SHALL BE GIVEN THE CHEMICALLY STABILIZED MATERIAL FOR 7 DAYS AFTER ITS

CEMENT STABILIZED SOIL SUBGRADE, ADDITIONAL CURING MAY BE REQUIRED. SUFFICIENT PROTECTION

SUBGRADE WILL BE EVALUATED AFTER 72 HOURS OF CURING. DEPENDING ON THE ACCEPTANCE OF THE

OF THE CEMENT STABILIZED SOIL SUBGRADE. THE ACCEPTANCE OF THE CEMENT STABILIZED SOIL

MAINTAINING MOIST CONDITIONS. THE LENGTH OF THE CURING PERIOD WILL DEPEND ON THE ACCEPTANCE

PERIOD, NO TRAFFIC SHALL BE PERMITTED ON THE COMPLETED WORK BEYOND THAT REQUIRED FOR

AS TO PREVENT EQUIPMENT FROM MARRING OR DAMAGING COMPLETED WORK. DURING THE CURING

EQUIPMENT USED IN CONSTRUCTING AN ADJOINING SECTION SHALL BE PROTECTED IN SUCH A MANNER

THE CURING PERIOD. FINISHED PORTIONS OF THE STABILIZED SUBGRADE THAT ARE TRAVELED ON BY

MAINTAIN THE SURFACE OF THE CEMENT STABILIZED SOIL SUBGRADE IN A MOIST CONDITION DURING

SHOULD CONTINUE UNTIL UNIFORM AND ADEQUATE COMPACTION IS OBTAINED. THE CONTRACTOR SHALL

SECTIONS AND FINAL COMPACTION, BY WAY OF SMOOTH DRUM ROLLER WEIGHING AT LEAST 10 TONS,

D. CURING - THE TREATED AREA SHOULD BE SHAPED TO THE REQUIRED LINES, GRADES AND CROSS

.3

OF PORTLAND CEMENT IS BASED ON A IN-SITU DRY UNIT WEIGHT OF 110 LBS/FT

APPLICATION RATE WILL VARY DEPENDING ON THE IN-SITU DRY UNIT WEIGHT OF THE SOIL. QUANTITY

A. SPREADING - USE AN APPLICATION RATE OF 6% PORTLAND CEMENT BY DRY UNIT WEIGHT. THE

ITEM 206.05 CONSTRUCTION:

THE CONTRACTOR.

ITEM 206.03 SUBMITTALS: MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS IS NOT REQUIRED BY

ITEM 206.02 MATERIALS: CURING COAT SUBMITTAL NOT REQUIRED

SUBGRADE OF ODOT 2010 CMS EXCEPT AS NOTED BELOW:

THIS WORK SHALL COMPLY WITH ALL REQUIREMENTS SPECIFIED IN ITEM 206 - CHEMICALLY STABILIZED

1) SUBSURFACE INVESTIGATION REPORT(S) PREPARED FOR THE PROJECT.

3) SOIL PROFILE AND/OR STRUCTURE FOUNDATION INVESTIGATION SHEETS FROM

THE CONSTRUCTION PLANS FOR THE EXISTING FACILITY AND/OR STRUCTURE(S).

THE OHIO TURNPIKE OFFICE, 682 PROSPECT STREET, BEREA, OHIO 44017.

ADDITIONAL INFORMATION, IF ANY, MAY BE EXAMINED BY PROSPECTIVE BIDDERS AT

BE INCLUDED WITH ITEM SP604 - CATCH BASIN, TYPE CB-1.

AS PER STANDARD DRAWING DM-1.1. ALL COSTS ASSOCIATED WITH THIS WORK SHALL

DRAINAGE PIPES SHALL BE CONNECTED TO EXISTING PIPES USING MASONRY COLLAR

AT THE SAME TOP OF GRATE AND INVERT ELEVATIONS AS EXISTING. PROPOSED

TO REMOVAL OF THE STRUCTURES. PROPOSED CATCH BASINS SHALL BE INSTALLED

STRUCTURES SHALL BE FIELD MEASURED AND RECORDED BY THE CONTRACTOR PRIOR

EXISTING TOP OF GRATE ELEVATIONS AND INVERT ELEVATIONS FOR ALL STORM

COMPLETE THIS ITEM.

SHALL INCLUDE ALL LABOR, EQUIPMENT, MATERIAL AND INCIDENTALS TO

THIS ITEM SHALL BE IN ACCORDANCE WITH OTC STANDARD DRAWING CBR-3 AND

ITEM 603 - 8" CONDUIT, TYPE F, AS PER PLAN

TO INSTALL THIS PROPOSED CONDUIT.

PAVEMENT AND THE REPLACEMENT OF THIS SHOULDER PAVEMENT IN ORDER

THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING MEDIAN SHOULDER

ITEM 839 - 12" TRENCH DRAIN WITH STANDARD GRATE, AS PER PLAN

TO INSTALL THIS PROPOSED TRENCH DRAIN.

PAVEMENT AND THE REPLACEMENT OF THIS SHOULDER PAVEMENT IN ORDER

THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING MEDIAN SHOULDER

117

ITEM SP304 - 9" RECYCLED AGGREGATE BASE, AS PER PLAN (SHOULDER)

ALTERNATE BID ITEM.

CRUSHED MATERIAL STOCKPILE HAS BEEN ADDED TO THE GENERAL SUMMARY FOR THE

T104. AN ESTIMATED RESIDUAL QUANTITY OF 10,000 CU. YD. FOR ITEM SPECIAL -

LOSS MUST BE LESS THAN 15% WHEN TESTED USING MAGNESIUM SULFATE PER AASHTO

WILL BE REPLACED WITH MAGNESIUM SULFATE SOUNDNESS TESTING. THE SOUNDNESS

SP304,WITH THE EXCEPTION OF THE SODIUM SULFATE SOUNDNESS TESTING, WHICH

CONCRETE (RPCC) MUST MEET THE REQUIREMENTS OF ODOT ITEM 304, AND OTC ITEM

DIRECTED BY THE CHIEF ENGINEER. EACH STOCKPILE OF RECYCLED PORTLAND CEMENT

AND SHALL BE STOCKPILED AT A LOCATION WITHIN THE LIMITS OF THE PROJECT AS

LIMITS. ANY AND ALL EXCESS MATERIAL SHALL BE THE PROPERTY OF THE COMMISSION

MATERIAL AFTER ALL THE REQUIRED MATERIAL HAS BEEN PLACED IN THE SHOULDER

EXISTING CONCRETE BASE PAVEMENT INTO ITEM SP304. THIS MAY RESULT IN EXCESS

AND CREATE THIS MATERIAL. IT IS THE INTENT OF THIS ITEM TO PROCESS ALL

OPERATIONS, TESTING, PERMITTING AND ASSOCIATED WORK IN ORDER TO PREPARE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRANSPORTATION, CRUSHING

AS ITEM SP304 - 9" RECYCLED AGGREGATE BASE, AS PER PLAN (SHOULDER). THE

THE CONTRACTOR SHALL CRUSH THE EXISTING CONCRETE BASE PAVEMENT FOR USE

80’ FOR ALL CURVES.

SPACING: 120’ FOR ALL TANGENT SECTIONS AND

WITH SP626 WITH THE FOLLOWING CHANGES IN

THIS ITEM SHALL BE INSTALLED IN ACCORDANCE

CONNECTION BETWEEN EXISTING AND PROPOSED GUARDRAIL

GUARDRAIL ITEMS.

GR-1.1. PAYMENT SHALL BE INCLUDED IN THE CONTRACT PRICE FOR THE RESPECTIVE

BE MADE USING A ’W-BEAM RAIL SPLICE’ AS SHOWN ON STANDARD CONSTRUCTION DRAWING

THE EXISTING GUARDRAIL SHALL BE CUT, DRILLED, OR PUNCHED. THE CONNECTION SHALL

WHEN IT IS NECESSARY TO SPLICE PROPOSED GUARDRAIL TO EXISTING GUARDRAIL, ONLY

CONCRETE OUTLET

ITEM SPECIAL - PRECAST REINFORCED

INCIDENTALS TO COMPLETE THIS ITEM.

ALL LABOR, EQUIPMENT, MATERIALS AND

STANDARD DRAWING UD-1 AND SHALL INCLUDE

THIS ITEM SHALL BE IN ACCORDANCE WITH OTC

9.42

9.42

9.42

9.42

9.42

ITEM 202 - GUARDRAIL REMOVED FOR SALVAGE, AS PER PLAN

MATERIALS.

CONTRACTOR SHALL USE CARE IN THE REMOVAL PROCESS TO MINIMIZE DAMAGE TO THE

PLATE, TWO TUBE SLEEVES, AND THE FIRST TWO 12.5’ GUARDRAIL PANELS.

ASSEMBLY EXTRUDER HEAD, CABLE ANCHOR, ANGLE STRUT, CABLE ASSEMBLY, BEARING

EACH LOCATION IDENTIFIED IN THE PLANS: EXISTING TYPE E (ET-2000 PLUS) ANCHOR

THIS ITEM SHALL INCLUDE REMOVAL AND SALVAGE OF THE FOLLOWING MATERIALS AT

ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ANY APPLICATION OR PURCHASE.

SPECIFICATIONS FOR ALTERNATIVE CURING COMPOUNDS SHALL BE SUBMITTED TO THE CHIEF

SURFACE THAT PREVENTS DE BONDING BETWEEN CONCRETE BASE AND ASPHALT OVERLAY. THE

OTHER WATER BASED CURING COMPOUNDS AS AN ALTERNATIVE METHOD WHICH RESULT IN A

SPECIFICATION 451.10 AND SUPPLEMENTED WITH SPECIFICATION 305.02. CONTRACTOR MAY USE

COAT. CURING SHALL BE IN ACCORDANCE WITH ALTERNATE METHODS SPECIFIED IN ODOT

REQUIREMENTS OF ASTM C309 AND SHALL BE COMPATIBLE WITH ITEM SPECIAL TRACKLESS TACK

DESCRIBED IN 705.07 SHALL NOT BE USED EXCEPT THAT CURING COMPOUNDS SHALL MEET THE

WHEN THIS ITEM IS TO BE OVERLAID WITH ASPHALT, COMPOUNDS FOR CURING CONCRETE AS

CONTRACT PRICE FOR ITEM 605 - AGGREGATE DRAIN, AS PER PLAN.

PAYMENT FOR ALL OPERATIONS DESCRIBED ABOVE SHALL BE INCLUDED IN THE

PREVENT DAMAGE TO THE ADJACENT EXISTING UNDERDRAIN FILTER FABRIC WRAP.

EXCAVATION OF THE TRENCH FOR AGGREGATE DRAIN, SPECIAL CARE IS NEEDED TO

FILTER FABRIC, TYPE A, AS PER ODOT SPECIFICATION 712.09. DURING THE

THE ENTIRE OUTSIDE PERIMETER OF THE AGGREGATE DRAIN SHALL BE WRAPPED WITH

100 FT. (SDR 35) 707.42 OR 707.33

ITEM 603 - 6" CONDUIT TYPE F, NON-PERFORATED ASTM D3034

500 FT.ITEM SP605 - 6" SHALLOW PIPE UNDERDRAIN WITH FABRIC WRAP

500 FT.ITEM SPECIAL - PRESSURE RELIEF JOINT, TYPE A

THE FOLLOWING QUANTITY IS PROVIDED IN THE GENERAL SUMMARY:

STA. 802+20, STA. 805+76.

STA. 636+33, STA. 640+21, STA. 641+12, STA. 643+70, STA. 679+10, STA. 682+13

APPROXIMATE LOCATIONS FOR WESTBOUND LANES ARE AS FOLLOWS:

PRESSURE RELIEF JOINT LOCATIONS WILL BE FIELD LOCATED BY THE CHIEF ENGINEER.

OHIO DEPARTMENT OF TRANSPORATION STANDARD DRAWING BP-2.3 (07-16-04).

PAVEMENT AND OUTSIDE SHOULDER IN ACCORDANCE WITH THE DETAIL SHOWN ON

TYPE A, AT EACH APPROACH TO EACH MAINLINE BRIDGE ACROSS THE NEW

THIS ITEM OF WORK SHALL CONSIST OF INSTALLING PRESSURE RELIEF JOINT,

1

1 ADDENDUM NO. 1 NLC 2/12

TRAFFIC COSTS.

UNIT PRICES BID FOR THE ITEMS IMMEDIATELY BELOW SHALL NOT INCLUDE MAINTENANCE OF

BE COMPENSATED ON A TIME AND MATERIALS BASIS AS APPROVED BY THE CHIEF ENGINEER.

BY THE CONTRACTOR FOR THESE CURRENTLY UNKNOWN AND UNDEFINED PAVEMENT REPAIRS WILL

AND MAINTENANCE OF TRAFFIC COSTS INCURRED

300 FT.ITEM 255 - FULL DEPTH PAVEMENT SAWING

1500 SQ. YD.ITEM 255 - FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT

1500 SQ. YD.ITEM 251 - PARTIAL DEPTH PAVEMENT REPAIR

NOT REQUIRED, CONCRETE SHALL BE CLASS FS,

SHALL FOLLOW ODOT CMS FOR ITEM 255, EXCEPT THAT PLACEMENT OF THE DOWEL BARS ARE

CONTRACTORBY THE CHIEF ENGINEER FOR PAVEMENT REPAIR MEASURES TO MAINTAIN TRAFFIC.

THE FOLLOWING QUANTITIES, ARE INCLUDED AS A CONTINGENCY, TO BE USED AS DIRECTED

33 HOURSITEM 206 - TEST ROLLING

1.3 M GAL.ITEM 206 - WATER FOR CURING

3,084 TONITEM 206 - CEMENT

36,787 SQ. YD.ITEM 206 - CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP, AS PER PLAN

60,200 SQ. YD.ITEM 206 - CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP, AS PER PLAN

WORK UNDER ITEM 206 - CHEMICALLY STABILIZED SUBGRADE, AS PER PLAN:

THE FOLLOWING QUANTITIES HAVE BEEN INCLUDED IN THE GENERAL SUMMARY FOR THE

THE SHOULDER.

CALCULATIONS FOR SEEDING AND MULCHING ARE BASED ON AN ASSUMED LIMIT 10’ BEYOND

RIGHT-OF- WAY LINES COVERED BY WORK AGREEMENT OR SLOPE EASEMENT. QUANTITY

RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE THE

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN THE

ITEM 659 - WATER

ITEM 659 - LIME

ITEM 659 - COMMERCIAL FERTILIZER

ITEM 659 - INTER-SEEDING

ITEM 659 - REPAIR SEEDING AND MULCHING

ITEM 659 - SEEDING AND MULCHING

ITEM 659 - TOPSOIL

ITEM 659 - SOIL ANALYSIS TEST

SEEDED AREAS:

THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF PERMANENT

ALL LABOR, MATERIALS, AND OTHER INCIDENTALS NECESSARY TO COMPLETE THIS ITEM OF WORK.

FOR ITEM SPECIAL - ASPHALT PAVEMENT REINFORCEMENT SHALL BE FULL COMPENSATION FOR

PER THE RECOMMENDATIONS OF THE MANUFACTURER. THE UNIT PRICE BID PER SQUARE YARD

OR APPROVED EQUAL. THE ASPHALT PAVEMENT REINFORCEMENT GRID SHALL BE INSTALLED AS

GRID SHALL BE "GLASGRID - " AS MANUFACTURED BY SAINT-GOBAIN TECHNICAL FABRICS

GRID AT THE LOCATIONS AS SHOWN ON THE PLANS. THE ASPHALT PAVEMENT REINFORCEMENT

THIS ITEM SHALL INCLUDE FURNISHING AND PLACING AN ASPHALT PAVEMENT REINFORCEMENT

CG200

2


SSK SCALE:


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BY DATE



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GENERAL SUMMARY

DESCRIPTIONSHEET NUMBER

ITEMTOTAL

GRANDUNIT

NO.

REF.

N/A

01/20/2012

SHEET OF 50 128CONTRACT 39-12-02

CLEARING AND GRUBBING

CATCH BASIN REMOVED

CURB REMOVED

GUARDRAIL REMOVED

APPROACH SLAB REMOVED

HEADWALL REMOVED

CONCRETE BARRIER REMOVED

PAVEMENT REMOVED

EXCAVATION

EMBANKMENT

PAVEMENT PLANING, ASPHALT CONCRETE

CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS

PAVEMENT PLANING ASPHALT CONCRETE (VARIABLE DEPTH)

GUARDRAIL, TYPE 5, USING STEEL POST

ANCHOR ASSEMBLY, TYPE T, USING STEEL POST

BRIDGE TERMINAL ASSEMBLY, TYPE 1, USING STEEL POST

BRIDGE TERMINAL ASSEMBLY, TYPE 2, USING STEEL POST

ANCHOR ASSEMBLY, TYPE E (ET-2000 PLUS)

CURB , TYPE 4-A

ASPHALT CONCRETE CURB, PG64-22 STANDARD, TYPE 1

CLASS C, CONCRETE APPROACH SLAB USING TYPE I CEMENT (T=12")

CONCRETE BARRIER TYPE D, AS PER PLAN

CONCRETE BARRIER, TYPE B-50, AS PER PLAN

TEMPORARY PORTABLE BARRIER

CONDUIT, 4" WITH 3 CELL INNERDUCT, 725.05

CONDUIT, 4" WITH 4 CELL INNERDUCT, 725.05

BARRIER REFLECTOR, TYPE A

BARRIER REFLECTOR, TYPE B

TEMPORARY SEEDING AND MULCHING

SEDIMENT BASINS AND DAMS

INLET PROTECTION

FILTER FABRIC FENCE

FILTER FABRIC DITCH CHECK

DIKES

SEDIMENT REMOVAL

SLOPE DRAINS

ROCK CHANNEL PROTECTION, TYPE C OR D, WITHOUT FILTER

SOIL ANALYSIS TEST

TOPSOIL

SEEDING AND MULCHING

REPAIR SEEDING AND MULCHING

INTER SEEDING

COMMERCIAL FERTILIZER

LIME

WATER

EROSION CONTROL

ROADWAY

EROSION CONTROL

LUMP

EACH

FT

FT

SQ YD

EACH

FT

SQ YD

CU YD

CU YD

SQ YD

SQ YD

SQ YD

FT

EACH

EACH

EACH

EACH

FT

FT

SQ YD

FT

FT

FT

FT

FT

EACH

EACH

SQ YD

CU YD

FT

FT

FT

CU YD

CU YD

FT

CU YD

EACH

CU YD

SQ YD

SQ YD

SQ YD

TON

ACRE

M GAL

LUMP

CU YD

CU YD

CU YD

FT

FT

DRAINAGE

15

4502

758

2

571

11

216

3364

6

6

5

7

4504

747

379

152

379

379

169

9

1377

1142

1824

2000

1470

917

715

1362

26

2

3058

27547

5.7

10

65

1126

700

201

202

202

202

202

202

202

202

203

203

254

SP536

254

606

606

606

606

SP606E

609

609

SP611

622

622

SP622A

SP625

SP625

626

626

207

207

207

207

207

207

207

207

207

659

659

659

659

659

659

659

659

832

601

601

602

603

603

3364

379

152

379

379

5

1026

15

4502

758

211

2

61

11

216

6

6

5

7

132

4504

747

293

169

4

65

700

360

3512

9

100

149

5.7

3.7

1377

1377

27547

3058

2

8

LUMP

1377

0.3

9

10

4

8

8

8

8

9

8

8

LUMP

26

1362

715

917

1470

2000

1824

1142

1377

1377

4.0

158

132

293

96585 100097

12622

202 FT GUARDRAIL REMOVED FOR SALVAGE, AS PER PLAN

12622

5587.5 5587.5

606 7317 FT GUARDRAIL, TYPE 5, USING STEEL POST (9’ POSTS)7317

50 50

66030 66030

117

2 6

11 12 13 17 18 54 55 56 57 58 90 98 99

8" CONDUIT, TYPE F, AS PER PLAN

6" CONDUIT TYPE F, NON-PERFORATED ASTM D3034 (SDR 35) 707.42 OR 707.33

CONCRETE MASONRY

ROCK CHANNEL PROTECTION, TYPE B, WITH FABRIC FILTER

ROCK CHANNEL PROTECTION, TYPE C, WITH FABRIC FILTER

9

9

LUMP

LUMP

2634026279

11


SSK SCALE:


DATE:

BY DATE



COLUMBUS, OH 42321

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GENERAL SUMMARY

DESCRIPTIONITEMTOTAL

GRANDUNIT

NO.

REF.

N/A

01/20/2012

SHEET OF 51 128CONTRACT 39-12-02

12" CONDUIT, TYPE C

15" CONDUIT, TYPE C

18" CONDUIT, TYPE C

CATCH BASIN TYPE CB-1

AGGREGATE DRAIN, AS PER PLAN

PRECAST REINFORCED CONCRETE OUTLET

12" TRENCH DRAIN WITH STANDARD GRATE, AS PER PLAN

CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP, AS PER PLAN

CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP, AS PER PLAN

CEMENT

WATER FOR CURING

TEST ROLLING

PARTIAL DEPTH PAVEMENT REPAIR

FULL DEPTH PAVEMENT SAWING

FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT

BITUMINOUS AGGREGATE BASE COURSE, PG64-22

AGGREGATE BASE

AGGREGATE BASE (SHOULDER)

ASPHALT CONC. BASE COURSE, OR RECYCLED ASPHALT CONC. BASE COURSE, PG64-22

ASPHALT CONC. BASE COURSE, OR RECYCLED ASPHALT CONC. BASE COURSE, PG70-22 (FR)

ASPHALT CONCRETE SURFACE COURSE, USING CRUSHED SLAG, PG64-22

ASPHALT CONCRETE SURFACE COURSE, USING CRUSHED SLAG, PG70-22 (FR)

ASPHALT CONCRETE FOR MAINTAINING TRAFFIC ON CROSSOVER, PG64-22

JOINT SEALER

TACK COAT FOR INTERMEDIATE COURSE

NON-REINFORCED CONCRETE PAVEMENT (T=15")

ROLLER COMPACTED CONCRETE (T=9")

SHOULDER PREPARATION

COMPACTED AGGREGATE

STONE SHOULDER PROTECTION

ASPHALT PAVEMENT REINFORCEMENT

PRESSURE RELIEF JOINT, TYPE A

SONIC NAP ALERT PATTERN (SNAP)

SAW CUT JOINT

BITUMINOUS AGGREGATE BASE COURSE PG64-22 (MAINLINE)

BITUMINOUS AGGREGATE BASE COURSE PG64-22 (SHOULDER)

SEALING OF CONSTRUCTION JOINTS

PAVEMENT

DRAINAGE (CONT.)

BRIDGE MAINTENANCE

ALTERNATE BID

9

9

8

9

9

9

9

9

9

9

9

9

9

FT

FT

FT

EACH

FT

EACH

FT

SQ YD

SQ YD

TON

M GAL

HOUR

SQ YD

FT

SQ YD

CU YD

CU YD

CU YD

CU YD

CU YD

CU YD

CU YD

CU YD

FT

GALLON

GALLON

SQ YD

SQ YD

SQ YD

SQ YD

CU YD

CU YD

SQ YD

FT

MILE

FT

CU YD

CU YD

CU YD

FT

FT

SQ YD

SQ YD

333

103

159

15

24774

38

40

36787

1.3

33

1500

1500

36

12089

3599

130

228

71285

4183

349

500

5.07

29288

21782

603

603

603

SP604

605

SP605

SPECIAL

839

206

206

206

206

206

251

252

255

SP302

SP304

SP304

SP402

SP402

SP404

SP404

SP404

SP404A

SP407

452

452

SPECIAL

SP617

SP617

SP627

SPECIAL

SPECIAL

SPECIAL

SPECIAL

SP302

SP302

SP304

SP516B

SP533F

SP536

SP536

SHEET NUMBER

98

141

4160

202

0.40

2080

24774

12089

3599

3084

228

71285

4183

349

4.67

21782

38

33

3

9

15

40

36

476

130

2208

266

212

2208

500

36787

1.3

33

1500

1500

500

25000

300

100

150

CRUSHED MATERIAL STOCKPILECU YD10000SPECIAL10000

6456 6456

5435 5435

6456 6456

FT

FT FULL DEPTH PAVEMENT SAWING

255

NON-REINFORCED CONCRETE PAVEMENT (T=12")

60200

3084

24" CONDUIT, TYPE CFT1060310

60200

3084

300300

203 23607 CU YD EXCAVATION

25274 25274

1167 1643

1026 1026

25175 31543

TACK COATGALLONSP407 266

13064 13064

414

24457 24457

384 384

RECYCLED AGGREGATE BASE, AS PER PLAN (SHOULDER)

117

EPOXY COATED REINFORCING STEEL, GRADE 60, AS PER PLANPOUND300509300

WELDED STUD SHEAR CONNECTORS, AS PER PLANEACH3051330

CRACK REPAIR USING EPOXY INJECTIONFT150SP516A150

19051905

250250

REPLACEMENT OF STRIP SEAL WITH CONTINUOUS ELASTOMER SEALFTSP533G 527527

FT353SP533H353

CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS25702570

83908390

SQ YD32858483285

SQ YD32853285 SURFACE PREPARATION USING HYDRODEMOLITION848

848 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLYCU YD1010

HAND CHIPPINGSQ YD1384813

848 TEST SLABLUMPLUMPLUMP

848 FULL DEPTH REPAIRCU YD3434

11 12 13 17 18 54 55 56 57 58 90 98 99

49025 49525

3084

9

10

MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRODEMOLITION 2" THICK

TACK COAT, TRACKLESS TACK, AS PER PLAN407

LUMPLUMP LUMPSP202 PORTIONS OF STRUCTURE REMOVED

LUMP LUMPSP527 LUMP FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES

REPLACEMENT OF COMPRESSION SEAL WITH CONTINUOUS ELASTOMER SEAL

CONTINUOUS ELASTOMER SEAL IN STRUCTURAL STEEL JOINT

CONCRETE WEATHERPROOFING, DECK, ABUTMENT SLABS AND APPROACH SLABS

6" SHALLOW PIPE UNDERDRAIN, WITH FILTER FABRIC WRAP

61

1


2

23546

6853 6853

2

2 2


SSKDRAWN:

DESIGNED:

NO.

IN CHARGE: SCALE:


CHECKED: DATE:

REVISIONS BY DATE

OHIO TURNPIKE EASTBOUND RIGHT TWO



COLUMBUS, OH 42321

SSK


FROM TO

L

LE

NG

TH

PAVEMENT CALCULATIONS

NLC

SID

E

LOCATION

PA

VE

ME

NT S

AWIN

G

FU

LL

DEP

TH

STATION

TO

STATION

W

PA

VE

ME

NT

WID

TH

W

SH

OU

LD

ER

WID

TH

A=

Lx

W

A

SU

RF

AC

E

AR

EA

L

LE

NG

TH

SID

E

STATION

TO

STATION

WID

TH

W

SH

OU

LD

ER

A=

Lx

W

AR

EA

A

SU

RF

AC

E

L

LE

NG

TH

SID

E

STATION

TO

STATION

WID

TH

W

SH

OU

LD

ER

A=

Lx

W

AR

EA

A

SU

RF

AC

E

(LX24’)/9

PA

VE

ME

NT R

EM

OV

ED

202 252 254 452

CONTRACT 39-12-02

SP304 SPECIAL

(LX25’)/9

OR (L

X10’)/9

ASP

HA

LT C

ON

CR

ET

E (T

=5"‘)

PA

VE

ME

NT P

LA

NIN

G

SQ YD GAL GAL GAL

NLC

N/A

A/9

CO

NC

RE

TE P

AV

EM

EN

T (T

=12

")

NO

N-

REIN

FO

RC

ED

AR

EA (A

S)

AP

PR

OA

CH

SL

AB

01/20/2012

SHEET OF 57 128

603+50.00

603+50.00

640+18.38

643+62.24

643+62.24

682+11.45

682+11.45

805+75.54

805+75.54

745+00.00

636+41.99

636+41.99

641+17.81

679+13.43

679+13.43

802+29.45

802+29.45

863+90.00

863+90.00

750+00.00

SHOULDER

SHOULDER

SHOULDER

SHOULDER

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

3292

3292

99

3551

3551

12018

12018

5814

5814

500

26.00

26.00

26.00

26.00

26.00

VARIES

8.75

8.75

8.75

8.75

8.75

85592

28805

92331

31073

312468

105158

151176

50877

1004

1688

1271

1701

1076

2048

5625

3292

99

3551

12018

5814

3658

3946

13353

6461

FT SQ YD

[(A

+A

S)X(6/12)]/27

6"

AG

GR

EG

AT

E B

AS

E

CU YD CU YD CU YD

2819

5818

1733

115

1604

PG64-22 [Ax(1.75/12)]/27

CO

NC

RE

TE B

AS

E C

OU

RS

E,

OR R

EC

YC

LE

ASP

HA

LT

BA

SE C

OU

RS

E,

1 3/4"

ASP

HA

LT C

ON

CR

ET

E

[(A

+(L

X1))x(1.75/12)]/27

CO

UR

SE, P

G70-22 (F

R)

ASP

HA

LT C

ON

CR

ET

E B

AS

E

BA

SE C

OU

RS

E,

OR R

EC

YC

LE

1 3/4"

ASP

HA

LT C

ON

CR

ET

E

SP402

CU YD CU YD

156

168

568

275

480

518

1753

848

[Ax(1.5/12)]/27

CR

US

HE

D S

LA

G P

G64-22

SU

RF

AC

E C

OU

RS

E,

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G

1 1/

2"

ASP

HA

LT C

ON

CR

ET

E

CU YD

133

144

487

236

[(A

+(L

X1))x(1.5/12)]/27

CR

US

HE

D S

LA

G P

G70-22 (F

R)

SU

RF

AC

E C

OU

RS

E,

USIN

G

1 1/

2"

ASP

HA

LT C

ON

CR

ET

E

SP404

CU YD

411

444

1502

727

SP404A

JOIN

T S

EA

LE

R

3292

3551

12018

5814

192

207

701

339

593

639

2163

1047

713

240

769

259

2604

876

1260

424

PA/9

CO

NC

RE

TE P

AV

EM

EN

T (T

=15

")

NO

N-

REIN

FO

RC

ED

FT SQ YD SQ YD

228

9510

10259

34719

16797

[A

+(L

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CO

NC

RE

TE (T

=9")

RO

LL

ER C

OM

PA

CT

ED

3263

3520

11911

5763

(AL

TE

RN

AT

E BID)[

AX(11/

12)]/27

BA

SE C

OU

RS

E P

G 64-22

11"

BIT

UMIN

OU

S

AG

GR

EG

AT

E

SP302

SQ YD CU YD CU YD

605 SPECIAL SPECIAL

MILE

AS P

ER P

LA

N

AG

GR

EG

AT

E

DR

AIN,

2906

3135

10608

5133

3292

99

3551

12018

5814

REIN

FO

RC

EM

EN

T

ASP

HA

LT P

AV

EM

EN

T

SQ YD

PA

TT

ER

N (S

NA

P)

SO

NIC

NA

P

AL

ER

T

0.62

0.67

2.28

1.10

8779

228

9470

32048

15505

66,030 25,274

95,960

6,456 6,456 12,089 1,167 3,599 1,206 3,084 25,175

1,477 4,442 7,145

228 71,285 24,457 21,782 5,435 24,774 6,853 4.6713,064

603+50.00

604+33.50

615+96.00

628+02.00

643+09.87

682+00.39

699+31.64

707+53.00

713+53.00

738+43.83

758+37.50

792+06.00

806+05.25

809+86.50

824+75.10

828+87.60

850+13.20

852+46.60

856+85.76

604+33.50

615+96.00

628+02.00

637+25.00

679+33.08

699+31.64

707+53.00

713+53.00

738+43.83

792+06.00

803+28.86

809+86.50

824+75.10

828+87.60

850+13.20

851+61.20

856+13.68

865+17.00

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

LT.

83.5

1162.5

1206

923

3623.21

1731.25

821.36

600

2490.83

3368.5

1122.86

381.25

1488.6

412.5

2125.6

148

367.08

831.24

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

3.25

271

3778

3920

3000

11775

5627

2669

1950

8095

10948

3649

1239

4838

1341

6908

481

1193

2702

FT FT SQ FTFT FT SQ FT

CO

MP

AC

TE

D

AG

GR

EG

AT

E (T

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[A

X(3/12)]/27

SH

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PR

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AR

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N

A/9

ST

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PR

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SP627SP617

CU YD SQ YD CU YD

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ATIO

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ST

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R

PR

OT

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[A

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SP627SP617

CU YD SQ YD CU YD

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36

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101

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899

1216

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768

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28

109

52

18

34

11

12

4

11

25

349

349

4183

4183

861

929

3145

1521 1521

3145

929

861 725

782

2647

1281

9145

9864

33383

16150

EMER. PARKING AREA

FT

500 500

[(A

+(L

X0.67))

X(9/12)]/27

PL

AN (S

HO

UL

DE

R) (A

LT

ER

NA

TE BID)

9"

RE

CY

CL

ED

AG

GR

EG

AT

E B

AS

E,

AS P

ER

[A

+(L

X0.67))

X(9/12)]/27

9"

AG

GR

EG

AT

E B

AS

E (S

HO

UL

DE

R)

LT. 3.25750+00.00 758+37.50 837.5 2722 25

745+00.00 656.17 2133 20

384

384

26 38

[(A

+(L

x0.17))x(8/12)]/27

(SH

OU

LD

ER) (A

LT

ER

NA

TE BID)

BA

SE C

OU

RS

E P

G 64-22

8"

BIT

UMIN

OU

S

AG

GR

EG

AT

E

(0.075

GA

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0.075

TA

CK,

AS P

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LA

N

TA

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OA

T, T

RA

CK

LESS

407

SQ YDFT FT FT SQ FT SQ FT SQ FT

AR

EA (P

A)

PL

ANIM

ET

ER

ED

625

625

96,585

CO

NC

RE

TE (T

=1.

5") (P

A/9)

PA

VE

ME

NT P

LA

NIN

G

ASP

HA

LT

(0.06

GA

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0.06

TA

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N

TA

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9)X

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TA

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OA

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G:\

projects\

2011\

N-11-015

OT

C

MP

165-17

0\road

way\sheets\

GC

001.d

gn 2/2

1/2

012

3:4

7:4

7

PM natec

914

986

3338

1615


1

1

1020

1030

10401050 1060

1070

1080

960

990

970

980

9901000

1010

980

980970

960

940

G:\

projects\

2011\

N-11-015

OT

C

MP

165-17

0\road

way\sheets\

DE003.d

gn 2/2

1/2

012

4:0

5:3

0

PM natec

0 100

50 200

ESTIMATED QUANTITIES

STATION SIDEF

EN

CE

CH

EC

K F

AB

RIC FIL

TE

R

TE

MP

OR

AR

Y

DIT

CH

FA

BRIC F

EN

CE

PE

RI

ME

TE

R FIL

TE

R

PR

OT

EC

TIO

N

IN

LE

T

FT. FT.

TOTAL

FT.

0

0

96

INLET PROTECTION


PERIMETER FILTER FABRIC FENCE

INLET PROTECTION

LEGEND

DRAINAGE BOUNDARY

207

SSKDRAWN:

DESIGNED:

NO.

IN CHARGE: SCALE:


CHECKED: DATE:

REVISIONS BY DATE




COLUMBUS, OH 42321

ECH SSK


CFR

STORM WATER POLLUTION PREVENTION PLAN

1" = 100’

0

0

0

0

0

0

0

588

0

0

1025

0

6

0

DIK

ES

C.Y.

SL

OP

E

DR

AIN

S

FT.

WIT

HO

UT FIL

TE

R

TY

PE C

OR

D,

PR

OT

EC

TIO

N,

RO

CK C

HA

NN

EL

C.Y.

8

14

01/20/2012

SHEET OF 62 128

58

58

39-12-02CONTRACT

MA

TC

HLIN

E S

TA 656+00

MA

TC

HLIN

E S

TA 684+00 T

HIS S

HE

ET

MA

TC

HLIN

E S

TA 684+00

MA

TC

HLIN

E S

TA 713

+00 T

HIS S

HE

ET

N

N

0 100

50 200

STA. 684+00 TO STA 713+00

STA. 684+00 TO STA 713+00

STA. 656+00 TO STA 684+00

STA. 656+00 TO STA 684+00

| CONST OHIO TURNPIKE

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTIONINLET PROTECTION

STA. 662+00

SLOPE DRAIN OUTLET

STA. 665+00

SLOPE DRAIN OUTLETSTA. 671+00

SLOPE DRAIN OUTLET

STA. 667+50

SLOPE DRAIN OUTLET

STA. 674+00

SLOPE DRAIN OUTLET

STA. 677+00

SLOPE DRAIN OUTLET

STA. 697+50

END SLOPE DRAINS

STA. 689+00

SLOPE DRAIN OUTLET

CL.

LT.

CL.

LT.

INLET PROTECTION

DRAINS, SEE SHEET .

2. FOR AN ALTERNATIVE BMP TO USE IN PLACE OF SLOPE

INLET PROTECTION, SEE SHEET .

1. FOR AN ALTERNATIVE BMP TO USE IN PLACE OF MEDIAN

NOTES:

256

128

128

608

0

0

0

STA. 685+50

SLOPE DRAIN OUTLET

STA. 692+00

SLOPE DRAIN OUTLET

STA. 695+00

SLOPE DRAIN OUTLET

0

0

0

0

500

C.Y. C.Y.

RE

MO

VA

L

SE

DI

ME

NT B

ASIN

0 0

707

707

500

AN

D

DA

MS

SE

DI

ME

NT B

ASIN

S

312

150

462

437

1


MINIMUM REQUIRED STORAGE VOLUME = 904.25 CY

CONTRIBUTING DRAINAGE AREA = 13.35 AC

SEDIMENT BASIN

PC Sta. 707+00.00

707

708

709

PT Sta. 709+46.95

BE

NN

ET

T R

OA

D

660

665

670675

680

30"

RC

P

18"

RC

P

685

690

695 700

705

710

Sta 711+

75.37 B

K =

EQ

UA

TIO

N:

Sta 712

+36.52

AH

MINIMUM REQUIRED STORAGE VOLUME = 391.28 CY

CONTRIBUTING DRAINAGE AREA = 5.84 AC

SEDIMENT BASIN

1220

1220

1210

1230

1230

1210

1220

1210

1210

1210

1220

1230

1230

1240

1240

1200

1200

1230

1220

1190

1200

1230

1210

1220

12301240

1210

G:\

projects\

2011\

N-11-015

OT

C

MP

165-17

0\road

way\sheets\

DE006.d

gn 2/2

1/2

012

4:1

0:1

8

PM natec

N

STATION SIDE

ESTIMATED QUANTITIES

TOTAL

FA

BRIC F

EN

CE

PE

RI

ME

TE

R FIL

TE

R

PR

OT

EC

TIO

N

IN

LE

T

FT. FT. FT.

LT.

CL.

CL.

FE

NC

E

CH

EC

K F

AB

RIC FIL

TE

R

TE

MP

OR

AR

Y

DIT

CH

STA. 825+00 TO STA 853+00

0

0

0

0

0

32

256

32

207

352SSKDRAWN:

DESIGNED:

NO.

IN CHARGE: SCALE:


CHECKED: DATE:

REVISIONS BY DATE



COLUMBUS, OH 42321

ECH SSK


CFR

STORM WATER POLLUTION PREVENTION PLAN

INLET PROTECTION


PERIMETER FILTER FABRIC FENCE

INLET PROTECTION

LEGEND

DRAINAGE BOUNDARY

1" = 100’

LT.


01/20/2012

SHEET OF 12865

58

39-12-02CONTRACT

MA

TC

HLIN

E S

TA 825+00 T

HIS S

HE

ET

MA

TC

HLIN

E S

TA 853+00

MA

TC

HLIN

E S

TA 853+00

0 100

50 200

0 100

50 200

M.P. 169.74

STA. 863+90

END PROJECT

N

STA. 825+00 TO STA 853+00

STA. 853+00 TO STA 863+90

STA. 853+00 TO STA 863+90

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION



INLET PROTECTIONINLET PROTECTION

INLET PROTECTION

INLET PROTECTION

INLET PROTECTION

STA 854+50 LT.


STA 856+00 LT.


STA 858+00 LT.


STA 859+50 LT.


STA 861+00 LT.


STA 862+50 LT.


STA 864+00 LT.


STA 826+00 LT.


STA 850+70 LT.


INLET PROTECTION

STA 853+00 LT.


SHEET .

PLACE OF MEDIAN INLET PROTECTION, SEE

1. FOR AN ALTERNATIVE BMP TO USE IN

NOTE:

240

300

32

0

0

0

0

0

0

215

0

AN

D

DA

MS

SE

DI

ME

NT B

ASIN

S

SE

DI

ME

NT R

EM

OV

AL

0

215

C.Y.C.Y.

435

435

60


1

825

830

835

840845

Sta 846+18.04 B

K =

EQ

UA

TIO

N:

Sta 845+30.17

AH

850

855 860 865 870

Documents

OHIO TURNPIKE COMMISSION€¦ · ohio edison company (216) 384-7987 76 s. main st., 12th floor ... elevations shown on plan and profile sheets are at right edge of third lane barrier