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
100 FT.ITEM 603 - 15" CONDUIT, TYPE C
300 FT.ITEM 603 - 12" 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:
OHIO TURNPIKE COMMISSION
CHECKED: DATE:
REVISIONS BY DATE
GENERAL NOTES
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
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
LANES & SHOULDER RECONSTRUCTION
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
OHIO TURNPIKE WESTBOUND RIGHT TWO
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
2 ADDENDUM NO. 2 NLC 2/21
SSK SCALE:
OHIO TURNPIKE COMMISSION
DATE:
BY DATE
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
COLUMBUS, OH 42321
SSK
LANES & SHOULDER RECONSTRUCTION
G:\
projects\
2011\
N-11-015
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MP
165-17
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way\sheets\
GG
001.d
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OHIO TURNPIKE WESTBOUND RIGHT TWO
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
1 ADDENDUM NO. 2 NLC 2/21
SSK SCALE:
OHIO TURNPIKE COMMISSION
DATE:
BY DATE
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
COLUMBUS, OH 42321
SSK
LANES & SHOULDER RECONSTRUCTION
G:\
projects\
2011\
N-11-015
OT
C
MP165-17
0\road
way\sheets\
GG
002.d
gn 2/22/2012 2:4
4:5
3
PM cris
pint
OHIO TURNPIKE WESTBOUND RIGHT TWO
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
1 ADDENDUM NO. 1 NLC 2/12
2
23546
6853 6853
2
2 2
2 ADDENDUM NO. 2 NLC 2/21
SSKDRAWN:
DESIGNED:
NO.
IN CHARGE: SCALE:
OHIO TURNPIKE COMMISSION
CHECKED: DATE:
REVISIONS BY DATE
OHIO TURNPIKE EASTBOUND RIGHT TWO
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
COLUMBUS, OH 42321
SSK
LANES & SHOULDER RECONSTRUCTION
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,
USIN
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
x0.17)]/9
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
=3")
[A
X(3/12)]/27
SH
OU
LD
ER
PR
EP
AR
ATIO
N
A/9
ST
ON
E S
HO
UL
DE
R
PR
OT
EC
TIO
N (T
=3")
[A
X(3/12)]/27
SP627SP617
CU YD SQ YD CU YD
CO
MP
AC
TE
D
AG
GR
EG
AT
E (T
=3")
[A
X(3/12)]/27
SH
OU
LD
ER
PR
EP
AR
ATIO
N
A/9
ST
ON
E S
HO
UL
DE
R
PR
OT
EC
TIO
N (T
=3")
[A
X(3/12)]/27
SP627SP617
CU YD SQ YD CU YD
3
36
25
75
101
45
64
30
436
297
899
1216
538
768
35
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
L./
S.Y.) (A/9)X
0.075
TA
CK,
AS P
ER P
LA
N
TA
CK C
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
L./
S.Y.) (A/9)X
0.06
TA
CK,
AS P
ER P
LA
N
TA
CK C
OA
T, T
RA
CK
LESS
(0.06
GA
L./
S.Y.) (A
+(L
X1))/
9)X
0.06
TA
CK,
AS P
ER P
LA
N
TA
CK C
OA
T, T
RA
CK
LESS
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 ADDENDUM NO. 2 NLC 2/21
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
FILTER FABRIC DITCH CHECK
PERIMETER FILTER FABRIC FENCE
INLET PROTECTION
LEGEND
DRAINAGE BOUNDARY
207
SSKDRAWN:
DESIGNED:
NO.
IN CHARGE: SCALE:
OHIO TURNPIKE COMMISSION
CHECKED: DATE:
REVISIONS BY DATE
OHIO TURNPIKE WESTBOUND RIGHT TWO
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
COLUMBUS, OH 42321
ECH SSK
LANES & SHOULDER RECONSTRUCTION
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
1 ADDENDUM NO. 2 NLC 2/21
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:
OHIO TURNPIKE COMMISSION
CHECKED: DATE:
REVISIONS BY DATE
RESOURCE INTERNATIONAL, INC.
6350 PRESIDENTIAL GATEWAY
COLUMBUS, OH 42321
ECH SSK
LANES & SHOULDER RECONSTRUCTION
CFR
STORM WATER POLLUTION PREVENTION PLAN
INLET PROTECTION
FILTER FABRIC DITCH CHECK
PERIMETER FILTER FABRIC FENCE
INLET PROTECTION
LEGEND
DRAINAGE BOUNDARY
1" = 100’
LT.
OHIO TURNPIKE WESTBOUND RIGHT TWO
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
| CONST OHIO TURNPIKE
| CONST OHIO TURNPIKE
INLET PROTECTIONINLET PROTECTION
INLET PROTECTION
INLET PROTECTION
INLET PROTECTION
STA 854+50 LT.
FILTER FABRIC DITCH CHECK
STA 856+00 LT.
FILTER FABRIC DITCH CHECK
STA 858+00 LT.
FILTER FABRIC DITCH CHECK
STA 859+50 LT.
FILTER FABRIC DITCH CHECK
STA 861+00 LT.
FILTER FABRIC DITCH CHECK
STA 862+50 LT.
FILTER FABRIC DITCH CHECK
STA 864+00 LT.
FILTER FABRIC DITCH CHECK
STA 826+00 LT.
FILTER FABRIC DITCH CHECK
STA 850+70 LT.
FILTER FABRIC DITCH CHECK
INLET PROTECTION
STA 853+00 LT.
FILTER FABRIC DITCH CHECK
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 ADDENDUM NO. 2 NLC 2/21
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