Bid Drawings 538-20-204 Rev 1.pdf

PDF 18 MB Posted Jun 8, 2022

Attached to: Y1LZ--Repave Roads Federal contract opportunity
Solicitation number: 36C25022B0022
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract opportunity to repave roads issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10. The solicitation number is 36C25022B0022 and seeks bids for repaving roads as described in the attached Bid Drawings 538-20-204 Rev 1.pdf file. The opportunity type is listed as a solicitation. No other details are provided on pricing terms, response dates, set asides, or incumbent contractors.

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Other files for this federal contract opportunity

Other files attached to Y1LZ--Repave Roads, newest first.
File	Type	Posted
Project 538-20-204 RFI _ VA Response.pdf	PDF	Jun 8, 2022
36C25022B0022 0004.docx	DOCX document	Jun 8, 2022
36C25022B0022 0003.docx	DOCX document	Jun 8, 2022
36C25022B0022 0002.docx	DOCX document	May 10, 2022
36C25022B0022.pdf	PDF	May 10, 2022
36C25022B0022 0001.docx	DOCX document	May 10, 2022
S02. 36C25022B0022.pdf	PDF	May 9, 2022
Ross County Wage Determination.pdf	PDF	May 6, 2022
Drawings 538-20-204.pdf	PDF	May 6, 2022
Specifications 538-20-204.pdf	PDF	May 6, 2022
36C25022B0022_1.docx	DOCX document	May 6, 2022

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SANDUSKY BLVD.

DOBSON CIRCLE

TAFT CIRCLE

HINES BLVD.

ROWLAND AVE.

STATE RO

UTE 104

HINES BLVD.

BOTTS RD.

TAFT CIRCLE

LAND AVE.

HINES BLVD.

BSO

N CIRCLE

BSO

N CIRCLE

BSO

N CIRCLE

HINES BLVD.

RIFFITH CIRCLE

TAFT CIRCLE TAFT CIRCLE

GRIFFIN CIRCLE

R D.

CLEVELAND AVE.

LAND AVE.

HINES BLVD.

RIFFITH CIRCLE

ROWLAND AVENUE

STA: 10+00 START

ROWLAND AVENUE

STA: 42+25 END

HINES BOULEVARD

STA: 20+00 START

HINES BOULEVARD

STA: 92+19 END

GI002

OVERALL PLAN

CORE LOCATION #1

CORE LOCATION #2

CORE LOCATION #3

CORE LOCATION #4

CORE LOCATION #5

CORE LOCATION #6

HINES BOULEVARD

DEDUCT 2

STA: 20+00 TO 35+78

HINES BOULEVARD

DEDUCT 1

STA: 56+12 TO 85+50

HINES BOULEVARD

DEDUCT 1

STA: 56+12 TO 85+50

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

BID SET

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

AREA THAT ENCOMPASSES DEDUCT

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NOT FOUND

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STEPS

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PETER S. BATTAGLIA E51255

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LJB INC. 2500 NEWMARK DRIVE MIAMISBURG, OH 45342 937-259-5000 LJBINC.COM

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LEGEND

ODOT ITEM 254 - 1.5" PAVEMENT PLANING, ASPHALT CONCRETE

ODOT ITEM 441 - 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448),

PG64-22

ODOT ITEM 407 - NON-TRACKING TACK COAT (APPLIED AT 0.085 GAL/SY)

ODOT ITEM 441 - ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)

ODOT ITEM 304 - AGGREGATE BASE, AS PER PLAN

1.5"

12"

24.00'

ODOT ITEM 659 - SEEDING AND MULCHING

1.5"

VARIES

1.5"

VARIES

1.5"

VARIES

ODOT ITEM 202 - PAVEMENT REMOVED

ROLAND AVENUE FULL DEPTH REPAIR

STA 10+35 TO STA 16+14

ODOT ITEM 253.01

ODOT ITEM 253.02

ODOT ITEM 253.03

GENERAL FULL DEPTH REPAIR

ODOT ITEM 253.01

ODOT ITEM 253.02

ODOT ITEM 253.03

MILL AND OVERLAY

MILL AND OVERLAY SHALL OCCUR UPON

COMPLETION OF ALL PROPOSED REPAIRS.

PARTIAL DEPTH REPAIR

ODOT ITEM 251.01

ODOT ITEM 251.02

ODOT ITEM 251.03

8 8

GI003

PAVEMENT NOTES AND DETAILS

CORE #1 - ASPHALT 4", AGGREGATE BASE 9"

CORE #2 - ASPHALT 4-1/2", AGGREGATE BASE 10-1/2"

CORE #3 - ASPHALT 4-1/4", AGGREGATE BASE 4",

THEN CONCRETE BELOW

CORE #4 - ASPHALT 3-1/4", AGGREGATE BASE 9-1/2"

CORE #5 - ASPHALT 6", NO GRAVEL, ON SOLID SHALE

CORE #6 - ASPHALT 13-1/2", AGGREGATE BASE 4-1/2"

ODOT ITEM 204 - SUBGRADE COMPACTION (DISREGARD PROOF ROLLING)

8" AGGREGATE THICKNESS

ODOT ITEM 642 - CENTER LINE, TYPE 1

ODOT ITEM 642 - EDGE LINE, 6", TYPE 1

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

BID SET

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

1.5"

VARIES

FULL DEPTH REPAIR IF CONCRETE SUBGRADE IS ENCOUNTERED

(IN VICINITY OF CORE#3)

ODOT ITEM 253.01

ODOT ITEM 253.02

ODOT ITEM 253.03

CONCRETE SUBGRADE

8" 8"

SAWCUT SAWCUT

8" 8"

SAWCUT SAWCUT

8" 8"

SAWCUT SAWCUT

AutoCAD SHX Text CONSTRUCTION NOISE ACTIVITIES AND LAND USE ADJACENT TO THIS PROJECT MAY BE AFFECTED BY CONSTRUCTION NOISE. IN ORDER TO MINIMIZE ANY ADVERSE CONSTRUCTION NOISE IMPACTS, DO NOT OPERATE POWER-OPERATED CONSTRUCTION-TYPE DEVICES BETWEEN THE HOURS OF 10:00 PM AND 7:00 AM. IN ADDITION, DO NOT OPERATE AT ANY TIME ANY DEVICE IN SUCH A MANNER THAT THE NOISE CREATED SUBSTANTIALLY EXCEEDS THE NOISE CUSTOMARILY AND NECESSARILY ATTENDANT TO THE REASONABLE AND EFFICIENT PERFORMANCE OF SUCH EQUIPMENT.

AutoCAD SHX Text WORK LIMITS THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.

AutoCAD SHX Text CONSTRUCTION NOTIFICATION THE CONTRACTOR SHALL ADVISE THE C.O.R. A MINIMUM OF FOURTEEN(14) DAYS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, LAND CLOSURES, AND/OR ROAD CLOSURES.

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ODOT SPEC LEGEND

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GENERAL NOTES

AutoCAD SHX Text UTILITY CASTING IN PAVEMENT ANY MANHOLES, VALVES, OR OTHER UTILITY CASTINGS IN THE PAVEMENT SHALL BE RAISED OR LOWERED TO FINISHED PAVEMENT ELEVATION.

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CORE DETAILS (FOR REFERENCE ONLY)

AutoCAD SHX Text MATERIAL SPECIFICATIONS ALL MATERIAL SPECIFICATIONS MUST COMPLY WITH ODOT 2019 CONSTRUCTION & MATERIAL SPECIFICATIONS AND ARE CONSIDERED A PART OF THESE PLANS.

AutoCAD SHX Text TESTING ALL TESTING REQUIRED IN ODOT 2019 CONSTRUCTION & MATERIAL SPECIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM.

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PETER S. BATTAGLIA E51255

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LJB INC. 2500 NEWMARK DRIVE MIAMISBURG, OH 45342 937-259-5000 LJBINC.COM

AutoCAD SHX Text DISPOSAL OF MILLING ALL MILLING IS TO BE HAULED OFF SITE AND DISPOSED OF BY THE CONTRACTOR.

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SAW CUT WORK ALL REPAIR AREAS ARE TO HAVE CLEAN SAW CUT EDGES.

AutoCAD SHX Text INLET PROTECTION FOR ANY WORK THAT OCCURS AROUND A CATCH BASIN OR INLET, INLET PROTECTION IN THE FORM OF DANDY BAGS OR SILT FENCE SHALL BE ADDED TO PREVENT SEDIMENTS FROM ENTERING THE INLETS.

AutoCAD SHX Text CONSTRUCTION AND EXCAVATIONS THE CONTRACTOR SHALL ENSURE THAT NO EXCAVATIONS FOR THE PURPOSE OF PAVEMENT REPAIRS SHALL BE LEFT OPEN OVER NIGHT. ALL ROADWAY REPAIRS MUST BE COMPLETED ON THE SAME DAY THAT THEY WERE STARTED. NO WORK SHALL BE PERFORMED AT NIGHT. CONTRACTOR SHALL INSURE ALL EXCAVATIONS ARE FREE OF PONDING WATER PRIOR TO FILLING. ALL WATER PUMPED FROM EXCAVATIONS SHALL BE PUMPED TO THE NEAREST CATCH BASIN. REMOVAL OF EXISTING MATERIAL IS REQUIRED TO ACCOMMODATE PROPOSED PAVEMENT SECTIONS. ALL PAVEMENT SECTIONS REPAIRED SHALL BE FINISHED TO BE FLUSH WITH THE SURROUNDING EXISTING PAVEMENT.

AutoCAD SHX Text ODOT ITEM 251.01 THIS WORK CONSISTS OF PARTIAL DEPTH REMOVAL OF EXISTING PAVEMENT IN AREAS EXHIBITING DETERIORATION AT THE SURFACE, APPLYING TACK COAT, AND PLACING AND COMPACTING OF ASPHALT PAVEMENT.

AutoCAD SHX Text ODOT ITEM 251.02 THE ENGINEER SHALL DESIGNATE THE LOCATION AND LIMITS OF AREAS TO BE REPAIRED. CONSTRUCT RECTANGULAR REPAIR AREAS WITH DIMENSIONS AS REQUIRED TO ENVELOP SURFACE DETERIORATION. REMOVE PAVEMENT TO THE DEPTH SHOWN IN THE PLANS. REMOVE PAVEMENT TO THE SPECIFIED DEPTH WITHIN THE DESIGNATED LIMITS WITHOUT LOOSENING OR OTHERWISE DAMAGING ADJACENT PAVEMENT. DISPOSE OF REMOVED PAVEMENT ACCORDING TO 202.

AutoCAD SHX Text ODOT ITEM 251.03 SHAPE AND COMPACT THE EXPOSED UNDERLYING MATERIAL AS THE ENGINEER DIRECTS. APPLY 407.02 MATERIAL TO THOROUGHLY COAT THE EXPOSED SURFACE AND TO FILL CRACKS AND JOINT OPENINGS. PLACE AND COMPACT APPROVED ASPHALT CONCRETE MEETING THE DESIGN REQUIREMENTS OF THE ITEM SHOWN IN THE PAY ITEM DESCRIPTION IN ONE OR MORE LIFTS AS NECESSARY TO FINISH FLUSH WITH THE ADJACENT PAVEMENT SURFACE. PLACE SURFACE COURSE MIXES AT A MAXIMUM 2 INCH (50 MM) LIFT THICKNESS AND INTERMEDIATE COURSES AT A MAXIMUM 3 INCH (75 MM) LIFT THICKNESS. THOROUGHLY COMPACT THE FINAL LIFT USING A TYPE I PNEUMATIC TIRE ROLLER CONFORMING TO 401.13. AS THE ROLLING PROGRESSES, ADD ADDITIONAL ASPHALT CONCRETE, AS NECESSARY, TO PRODUCE A SMOOTH SURFACE FLUSH WITH THE ADJACENT PAVEMENT SURFACE. CONTINUOUSLY COMPACT EACH LIFT WHILE THE MATERIAL IS IN A WORKABLE CONDITION THROUGHOUT THE DEPTH OF THE LIFT. ENSURE THAT EACH LIFT IS THOROUGHLY COMPACTED TO A SUITABLE DENSITY THAT WILL NOT RESULT IN DISPLACEMENT UNDER TRAFFIC. IF THE CONTRACT DOES NOT INCLUDE RESURFACING, SEAL THE PERIMETER SURFACE OF THE REPAIRED AREA BY APPLYING A 2 TO 4 INCH (50 TO 100 MM) WIDE STRIP OF APPROVED 705.04 MATERIAL OR 702.01 APPROVED PG BINDER.

AutoCAD SHX Text ODOT ITEM 253.01 THIS WORK CONSISTS OF REMOVING EXISTING ASPHALT CONCRETE, BRICK, PORTLAND CEMENT CONCRETE, OR AGGREGATE PAVEMENT COURSES; SHAPING AND COMPACTING THE EXPOSED MATERIAL; AND PLACING NEW ASPHALT CONCRETE PAVEMENT OR AGGREGATE AND ASPHALT CONCRETE PAVEMENT COURSES. THE PLANS SHOW DETAILS ABOUT THE REPAIRS AND REPLACEMENT MATERIAL.

AutoCAD SHX Text ODOT ITEM 253.02 THE ENGINEER WILL DESIGNATE THE LOCATION AND LIMITS OF AREAS TO BE REPAIRED. REPAIR THE FULL DEPTH OF THE PAVEMENT, UNLESS OTHERWISE SHOWN ON THE PLANS. CUT THE EXISTING PAVEMENT AT THE LIMITS SPECIFIED AND AS NECESSARY TO PREVENT DISTURBING OR UNDERMINING THE REMAINING PAVEMENT DURING REMOVAL. COMPLETELY REMOVE PAVEMENT IN THE REPAIR AREA TO THE SPECIFIED DEPTH WITHOUT DISPLACING, UNDERMINING, OR OTHERWISE DAMAGING THE REMAINING PAVEMENT. DISPOSE OF REMOVED PAVEMENT ACCORDING TO 202.

AutoCAD SHX Text ODOT ITEM 253.03 SHAPE AND COMPACT THE EXPOSED UNDERLYING MATERIAL AS THE ENGINEER DIRECTS. BEFORE PLACING ASPHALT CONCRETE, CLEAN ALL VERTICAL FACES OF THE EXISTING PAVEMENT AND COAT THEM WITH ASPHALT MATERIAL ACCORDING TO 401.14. PLACE THE REPLACEMENT MATERIAL IN LIFTS AS THE ENGINEER DIRECTS. THOROUGHLY AND UNIFORMLY COMPACT EACH LIFT USING SUITABLE COMPACTION EQUIPMENT AS THE ENGINEER DIRECTS. FINISH THE FINAL LIFT FLUSH WITH THE ADJACENT PAVEMENT SURFACE. THOROUGHLY COMPACT THE FINAL LIFT USING A PNEUMATIC TIRE ROLLER CONFORMING TO 401.13. AS THE ROLLING PROGRESSES, ADD ADDITIONAL ASPHALT CONCRETE, AS NECESSARY, TO PRODUCE A SMOOTH SURFACE FLUSH WITH THE ADJACENT PAVEMENT SURFACE. CONTINUOUSLY COMPACT EACH LIFT WHILE THE MATERIAL IS IN A WORKABLE CONDITION THROUGHOUT THE DEPTH OF THE LIFT. ENSURE THAT EACH LIFT IS THOROUGHLY COMPACTED TO A SUITABLE DENSITY THAT WILL NOT RESULT IN DISPLACEMENT UNDER TRAFFIC. IF THE CONTRACT DOES NOT INCLUDE RESURFACING, SEAL THE PERIMETER SURFACE OF THE REPAIRED AREA BY APPLYING A 2 TO 4 INCH (50 TO 100 MM) WIDE STRIP OF APPROVED 705.04 MATERIAL OR 702.01 APPROVED PG BINDER. AFTER COMPLETING REPAIRS, RESTORE THE EXISTING SHOULDERS TO THE CONDITION THAT EXISTED PRIOR TO THE REPAIR WORK.

AutoCAD SHX Text SLOPES AND GRADES PROPOSED PAVEMENT SECTIONS SHALL MATCH EXISTING PAVEMENT CROSS SLOPES, LONGITUDINAL SLOPES, AND GRADES.

EXISTING PAVEMENT SECTIONS THE EXISTING PAVEMENT SECTIONS WILL VARY WITHIN THE CAMPUS. THE PAVEMENT CORES LISTED ARE A GUIDE AND MAY NOT REPRESENT ALL AREAS. THE DEPTHS AND THICKNESS OF MATERIALS SHOWN IN THE REPAIR SECTIONS OF THE PLANS ARE TO BE PLACED REGARDLESS OF THE EXISTING CONDITIONS.

GI004

6'-0"

1'-0"

2'-0"

45°

PAVEMENT MARKING DETAILS

8'-0"

R 6"

2'-7" 1'-3" 1'-9"

1'-10"1'-10"

3'-0"4'-0"

R 3'-3.375"

R 2'-3.563" 1'-0"

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

BID SET

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

AutoCAD SHX Text

45° PARKING SPACE

AutoCAD SHX Text

90° PARKING SPACE

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NOTES: HANDICAPPED PARKING SYMBOL TO BE PAINTED SOLID WHITE

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HANDICAP SYMBOL DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ITEM 642 - HANDICAP SYMBOL MARKING, TYPE 1, AS PER PLAN

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CROSSWALK DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ITEM 642 - CROSSWALK LINE, TYPE 1, AS PER PLAN

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PARKING STALL DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ITEM 642 - PARKING LOT STALL MARKING, TYPE 1, AS PER PLAN

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TURN ARROW DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ITEM 642 - LANE ARROW, TYPE 1, AS PER PLAN

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MPH TEXT DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ITEM 642 - WORD ON PAVEMENT, 96", TYPE 1, AS PER PLAN ALL LINE WORK TO BE 4" WIDE STRIPING

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PETER S. BATTAGLIA E51255

LJB INC. 2500 NEWMARK DRIVE MIAMISBURG, OH 45342 937-259-5000 LJBINC.COM

GI005

PAVEMENT MARKING DETAILS

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

BID SET

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

6" 6"

COLOR: WHITE

COLOR: YELLOW

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PETER S. BATTAGLIA E51255

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LJB INC. 2500 NEWMARK DRIVE MIAMISBURG, OH 45342 937-259-5000 LJBINC.COM

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EDGE LINE DETAIL

AutoCAD SHX Text NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ODOT ITEM 642 - EDGE LINE, 6", TYPE 1

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CENTER LINE DETAIL

NOT TO SCALE (ALL DIMENSIONS SHALL CONFORM TO ADA STANDARDS) LINE WORK TO BE ODOT ITEM 642 - CENTER LINE, TYPE 1

SANDUSKY BLVD.

DOBSON CIRCLE

TAFT CIRCLE

HINES BLVD.

ROWLAND AVE.

STATE RO

UTE 104

HINES BLVD.

BOTTS RD.

TAFT CIRCLE

LAND AVE.

HINES BLVD.

BSO

N CIRCLE

BSO

N CIRCLE

BSO

N CIRCLE

HINES BLVD.

RIFFITH CIRCLE

TAFT CIRCLE TAFT CIRCLE

GRIFFIN CIRCLE

R D.

CLEVELAND AVE.

LAND AVE.

HINES BLVD.

RIFFITH CIRCLE

GC006

SAMPLE PHASING PLAN

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

BID SET

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

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FFE = 709.96

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FFE = 683.95

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FFE = 698.91

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FFE = 693.95

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FFE = 685.91 (NORTH SIDE)

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STEPS

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PETER S. BATTAGLIA E51255

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LJB INC. 2500 NEWMARK DRIVE MIAMISBURG, OH 45342 937-259-5000 LJBINC.COM

AutoCAD SHX Text

GENERAL NOTES

PHASING OF WORK 1. REPAIR WORK PERFORMED PRIOR TO THE REPAIR WORK PERFORMED PRIOR TO THE MILLING AND OVERLAY SHALL BE PHASED IN SECTIONS TO ALLOW FOR CONTINUOUS ACCESS TO ALL FACILITIES ON THE CAMPUS. THIS DRAWING IS A SUGGESTED PHASING OF WORK SECTIONS. THE CONTRACTOR IS REQUIRED TO DEVELOP AND SUBMIT TO THE VA COR A PHASING AND TEMPORARY TRAFFIC CONTROL (TTC) PLAN FOR APPROVAL PRIOR TO WORK COMMENCING. PHASING AND TTC SHALL INCLUDE: DRAWINGS AND NARRATIVES DEPICTING EACH PHASE EXTENTS, THE LOCATIONS TTC DEVICES SHALL BE PLACED FOR ROAD CLOSURES AND DETOURS, AND THE ESTIMATED DURATION OF EACH PHASE. THE CONTRACTOR SHALL SCHEDULE A MEETING WITH THE COR AND KEY PERSONNEL TO REVIEW THE PROPOSED PLAN. 2. EACH PHASE OF WORK MUST BE COMPLETED EACH PHASE OF WORK MUST BE COMPLETED AND REOPENED TO TRAFFIC PRIOR TO STARTING IN A NEW PHASE. NO WORK SHALL OCCUR AT NIGHT. 3. PHASES IDENTIFIED WITH LIKE LETTERS CAN BE PHASES IDENTIFIED WITH LIKE LETTERS CAN BE WORKED ON CONCURRENTLY. 4. THE CONTRACTOR SHALL CREATE AND SUBMIT THE CONTRACTOR SHALL CREATE AND SUBMIT FOR APPROVAL TO THE VA COR A TRAFFIC CONTROL PLAN FOR THE MILL AND OVERLAY OPERATIONS. NO WORK SHALL COMMENCE WITHOUT THIS PLAN APPROVAL. 5. CONTRACTOR SHALL CONTACT AND ADVISE COR CONTRACTOR SHALL CONTACT AND ADVISE COR AS TO THE LOCATION WHERE WORK WILL BE OCCURRING BEFORE WORK BEGINS. 6. CONTRACTOR SHALL MAINTAIN ACCESS TO THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE BULK OXYGEN STORAGE TANK ON ROWLAND AVE. FOR THE PURPOSE OF OXYGEN DELIVERY. DELIVERY OF BULK OXYGEN OCCURS APPROXIMATELY EVERY 30 DAYS. CONTRACTOR SHALL OBTAIN DELIVERY DATE FROM COR AND PLAN WORK TO ALLOW FOR ACCESS. TRAFFIC CONTROL 7. TEMPORARY TRAFFIC CONTROL SHALL BE IN TEMPORARY TRAFFIC CONTROL SHALL BE IN COMPLIANCE WITH THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (OMUTCD) 2012 EDITION, AND THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) GUIDELINES FOR TRAFFIC CONTROL IN WORK ZONES, SEPTEMBER 2014 EDITION. 8. THE CONTRACTOR SHALL PROVIDE AND PLACE THE CONTRACTOR SHALL PROVIDE AND PLACE ROAD CLOSURE AND DETOUR SIGNAGE AND BARRICADES AS EACH PHASE OF WORK PROGRESSES. ROAD CLOSURE AND DETOUR SIGNAGE ARE REQUIRED AT THE CONSTRUCTION ZONE AND AT ALL ROAD DETOUR TURN OFF LOCATIONS AND INTERSECTIONS LEADING TO THE CONSTRUCTION ZONE. 9. BARRICADES SHALL BE WEIGHTED BARREL TYPE BARRICADES SHALL BE WEIGHTED BARREL TYPE BARRICADES. TRAFFIC CONES AND SAWHORSE TYPE BARRICADES ARE NOT PERMITTED. 10. ELECTRONIC MESSAGE BOARDS SHALL BE USED ELECTRONIC MESSAGE BOARDS SHALL BE USED TO INFORM DRIVERS OF THE ROAD CLOSURES AND DETOUR ROUTES. 11. WORK AT THE SOUTH CAMPUS ENTRANCE WILL WORK AT THE SOUTH CAMPUS ENTRANCE WILL REQUIRE THE ENTRANCE TO BE CLOSED. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A PERMIT FROM ODOT FOR WORK IN THE RIGHT OF WAY OF SR 104. THE CONTRACTOR SHALL PROVIDE AND PLACE AN ELECTRONIC MESSAGE BOARD ALONG SR 104 (NORTHBOUND AND SOUTHBOUND) INDICATING THE CLOSURE. 12. FLAGGERS: FOR MILL AND OVERLAY OPERATIONS FLAGGERS: FOR MILL AND OVERLAY OPERATIONS A FLAGGER SHALL BE PROVIDED AT EACH END OF THE ACTIVE WORK ZONE. 13. THE CONTRACTOR'S SUPERINTENDENT OR THE CONTRACTOR'S SUPERINTENDENT OR DESIGNATED REPRESENTATIVE SHALL PROVIDE COURTEOUS DIRECTIONS FOR NAVIGATING AROUND CLOSURE AND DETOURS TO STAFF OR VISITORS WHO MAY ASK. 14. THE CONTRACTOR SHALL REMOVE TTC DEVICES THE CONTRACTOR SHALL REMOVE TTC DEVICES AS SOON AS PRACTICAL WHEN THEY ARE NO LONGER NEEDED. WHEN WORK IS SUSPENDED FOR SHORT PERIODS OF TIME, TTC DEVICES THAT ARE NO LONGER APPROPRIATE SHALL BE REMOVED OR COVERED BY THE CONTRACTOR.

10+00 11+00 12+00 13+00 14+00 15+00

16+00

10+00 11+00 12+00 13+00 14+00 15+00

16+00

ROWLAND AVE.

MATCH LINE - SEE SHEET CP102

CP101

ROWLAND AVENUE PAVEMENT

REMEDIATION

LEGEND:

- FULL DEPTH REPAIR

- REMOVE AND REPLACE PAVEMENT

- REMOVE AND REPLACE CONCRETE

- 1.5" MILL AND OVERLAY

- FULL DEPTH REPLACEMENT

- WORK LIMITS

- CENTERLINE MARKINGS

- EDGE LINE MARKINGS

BEGIN FULL DEPTH

REPLACEMENT

END FULL

DEPTH REPLACEMENT

BEGIN ROWLAND

AVE. WORK

AREA NUMBER

APPROXIMATE AREA (SQ FT)

14914

CONCRETE CURB

COMMUNICATION MANHOLE

CONCRETE CULVERT

CONCRETE CURB

SPEED LIMIT SIGN

STOP SIGN STOP SIGN

WORK LIMITS

CENTERLINE MARKING

EDGE LINE MARKING

CENTERLINE MARKING

EDGE LINE MARKING

CP101N

GENERAL NOTE:

ALL PAVEMENT MARKINGS TO MATCH EXISTING.

FOR PAVEMENT REPAIR SEE SHEET GI002 FOR DETAILS.

FOR PAVEMENT MARKINGS SEE SHEET GI003 FOR DETAILS.

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 6 7 8 9 10

:1 7:

REPAVE DOBSON, TAFT,

ROLAND, AND HINES

06/15/2021 JKHPSB

19011.00 538-20-204

Chillicothe, Ohio

STATION

100% SUBMITTAL

Revisions Date

35% SUBMITTAL 10/03/2019

65% SUBMITTAL 08/28/2020

95% SUBMITTAL 10/15/2020

100% SUBMITTAL 12/18/2020

Ryan Jeter, PE, PS, CHFM

BID SET 06/15/2021

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AutoCAD SHX Text S12°12'35"E 618.40'

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SEP

AutoCAD SHX Text

FFE = 709.96

AutoCAD SHX Text

FFE = 683.95

AutoCAD SHX Text

FFE = 672.46

AutoCAD SHX Text

FFE = 667.02

AutoCAD SHX Text

FFE = 667.07

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FFE = 675.37

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FFE = 673.70

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FFE = 680.07

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FFE = 679.36

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FFE = 677.77

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FFE = 660.82

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FFE = 685.39

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FFE = 686.39

AutoCAD SHX Text

FFE = 687.36

AutoCAD SHX Text

FFE = 687.86

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FFE = 687.38

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FFE = 685.34

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FFE = 691.57

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FFE = 697.73

AutoCAD SHX Text

FFE = 698.91

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FFE = 693.95

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FFE = 685.91 (NORTH SIDE)

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FFE = 696.94 (SOUTH SIDE)

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FFE = 703.88

AutoCAD SHX Text

FFE = 728.13

AutoCAD SHX Text

FFE = 701.92

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FFE = 693.94

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FFE = 698.52

AutoCAD SHX Text

FFE = 698.89

AutoCAD SHX Text

FFE = 705.64

AutoCAD SHX Text

FFE = 709.83

AutoCAD SHX Text

FFE = 706.52

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FFE = 705.97

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FFE = 701.52

AutoCAD SHX Text

FFE = 696.54

AutoCAD SHX Text

FFE = 695.33

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FFE = 664.82

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FFE = 659.91

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FFE = 659.44

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FFE = 657.49

AutoCAD SHX Text

FFE = 659.30

AutoCAD SHX Text

FFE = 654.38

AutoCAD SHX Text

FFE = 672.66

AutoCAD SHX Text

FFE = 666.46

AutoCAD SHX Text

FFE = 666.67

AutoCAD SHX Text

FFE = 666.11

AutoCAD SHX Text

FFE = 664.83

AutoCAD SHX Text

FFE = 648.99

AutoCAD SHX Text

FFE = 703.02

AutoCAD SHX Text

FFE = 700.56

AutoCAD SHX Text

FFE = 649.49

AutoCAD SHX Text

FFE = 663.85

AutoCAD SHX Text

FFE = 658.73

AutoCAD SHX Text

FFE = 659.20

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FFE = 656.82

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FFE = 657.82

AutoCAD SHX Text

FFE = 657.52

AutoCAD SHX Text

FFE = 661.59

AutoCAD SHX Text

FFE = 661.43

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FFE = 658.34

AutoCAD SHX Text

FFE = 659.06

AutoCAD SHX Text

FFE = 659.74

AutoCAD SHX Text

FFE = 655.14

AutoCAD SHX Text

FFE = 646.97

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FFE = 647.70

AutoCAD SHX Text

FFE = 670.06

AutoCAD SHX Text

FFE = 686.87

AutoCAD SHX Text

FFE = 715.38

AutoCAD SHX Text

FFE = 702.87

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FFE = 695.97

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FFE = 705.35

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FFE = 652.97

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FFE = 652.79

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FFE = 653.65

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STEPS

AutoCAD SHX Text N79°08'45"E 1740.38'

AutoCAD SHX Text S7°48'58"E 787.04'

AutoCAD SHX Text S79°09'21"W 16.34'

AutoCAD SHX Text S8°37'11"E 1583.71'

AutoCAD SHX Text S19°40'32"E 281.30'

AutoCAD SHX Text S15°32'44"E 210.83'

AutoCAD SHX Text S19°34'02"E 261.42'

AutoCAD SHX Text S78°49'50"W 1034.61'

AutoCAD SHX Text S13°52'13"E 453.45'

AutoCAD SHX Text N13°52'12"W 613.80'

AutoCAD SHX Text S78°35'48"W 320.35'

AutoCAD SHX Text N12°09'33"W 101.51'

AutoCAD SHX Text S81°39'32"W 644.30'

AutoCAD SHX Text S78°38'56"W 1665.76'

AutoCAD SHX Text N79°55'38"E 329.83'

AutoCAD SHX Text N11°27'52"W 1879.10'

AutoCAD SHX Text N78°34'44"E 2089.20'

AutoCAD SHX Text S12°12'35"E 618.40'

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File details come from the government source that posted it. Updated Jun 8, 2022.