Drawings 538-20-204.pdf
PDF 12 MB Posted
- Attached to
- Y1LZ--Repave Roads Federal contract opportunity
- Solicitation number
- 36C25022B0022
About this file
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 offers to complete road repaving work as outlined in the attached drawings. Relevant details include the issuing agency, opportunity type as a solicitation, and a description referring to an attached document specifying the required repaving work. No further information is included on response dates, award timing, pricing requirements, or other contract terms.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Project 538-20-204 RFI _ VA Response.pdf | ||
| 36C25022B0022 0004.docx | DOCX document | |
| 36C25022B0022 0003.docx | DOCX document | |
| Bid Drawings 538-20-204 Rev 1.pdf | ||
| 36C25022B0022 0002.docx | DOCX document | |
| 36C25022B0022.pdf | ||
| 36C25022B0022 0001.docx | DOCX document | |
| S02. 36C25022B0022.pdf | ||
| Ross County Wage Determination.pdf | ||
| Specifications 538-20-204.pdf | ||
| 36C25022B0022_1.docx | DOCX document |
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Text version
T
WV
SANDUSKY BLVD.
DOBSON CIRCLE
T A
F T
C
IR
C L
E
HINES BLVD.
ROW
LAND A
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T R
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HINES BLVD.
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T40
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FFE =
709.9
FFE =
683.9
FFE =
672.4
FFE =
667.0
FFE =
667.0
FFE =
675.3
FFE =
673.7
FFE =
680.0
FFE =
679.3
FFE =
677.7
FFE =
660.8
FFE =
685.3
FFE =
686.3
FFE =
687.3
FFE =
687.8
FFE =
687.3
FFE =
685.3
FFE =
691.5
FFE =
697.7
FFE =
698.91
FFE =
693.95
FFE = 685.91 (NORTH
SIDE)
FFE = 696.94 (SOUTH
SIDE)
FFE =
703.8
FFE =
728.13
FFE =
701.9
FFE =
693.9
FFE =
698.5
FFE =
698.8
FFE =
705.6
FFE =
709.8
FFE =
706.5
FFE =
705.9
FFE =
701.5
FFE =
696.5
FFE =
695.3
FFE =
664.8
FFE =
659.9
FFE =
659.4
FFE =
657.4
FFE =
659.3
FFE =
654.3
FFE =
672.66
FFE =
666.4
FFE =
666.6
FFE =
666.1
FFE =
664.83
FFE =
648.9
FFE =
703.0
FFE =
700.5
FFE =
663.8
FFE =
658.7
FFE =
659.2
FFE =
656.8
FFE =
657.8
FFE =
657.5
FFE =
661.5
F FE
.43
FFE =
658.3
FFE =
659.0
FFE =
659.7
FFE =
655.1
FFE =
646.9
FFE =
647.7
FFE =
670.0
FFE =
686.8
FFE =
715.3
FFE =
702.8
FFE =
695.9
FFE =
705.3
FFE =
652.9
FFE =
652.7
FFE =
653.6
S
TE
PS
U S 35
US 35
US 35
SR 104
EXIT
S R
N . H
IG
H
S T
R E
E T
C R
SCIO
TO R
IVER
S R
N
B
R
ID
G E
S T
R E
E T
Department of Veterans Affairs Medical Campus
N
CP105
CP106
CP107
CP101
CP102
CP103
CP104
CP108
CP109
CP110
CP111
CP112
CP113
CP114N
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G I S
E T R
ED RA
C H
TI
E C T
3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290
VA Project No.
JPA Project No.
Department of Veterans Affairs Medical Center
ARCHITECTURE PLANNING INTERIOR DESIGN
3131 NEWMARK DRIVE, SUITE 200
MIAMISBURG, OHIO 45342
937.461.3290 P
JOHN POE ARCHITECTS
LJB Inc.
CIVIL ENGINEERING
2500 NEWMARK DRIVE
MIAMISBURG, OH 45342
937.259.5000 P
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
/1
/2
:4
:0
A
M
REPAVE DOBSON, TAFT,
ROLAND, AND HINES
06/15/2021
COVER SHEET
GI001
JRJR
19011.00
538-20-204
Chillicothe, Ohio
REPAVE DOBSON, TAFT, ROLAND,
AND HINES
Chillicothe, Ohio PROJECT #: 538-20-204
STATION
BID SET
GI001 COVER SHEET
GI002 OVERALL PLAN
GI003 PAVEMENT NOTES AND DETAILS
GI004 PAVEMENT MARKING DETAILS
GI005 PAVEMENT MARKING DETAILS
GI006 UTILITY SITE PLAN - FOR REFERENCE ONLY
GC006 SAMPLE PHASING PLAN
CP101 ROWLAND AVENUE PAVEMENT REMEDIATION
CP102 ROWLAND AVENUE PAVEMENT REMEDIATION
CP103 ROWLAND AVENUE PAVEMENT REMEDIATION
CP104 ROWLAND AVENUE PAVEMENT REMEDIATION
CP105 HINES BOULEVARD PAVEMENT REMEDIATION
CP106 HINES BOULEVARD PAVEMENT REMEDIATION
CP107 HINES BOULEVARD PAVEMENT REMEDIATION
CP108 HINES BOULEVARD PAVEMENT REMEDIATION
CP109 HINES BOULEVARD PAVEMENT REMEDIATION
CP110 HINES BOULEVARD PAVEMENT REMEDIATION
CP111 HINES BOULEVARD PAVEMENT REMEDIATION
CP112 HINES BOULEVARD PAVEMENT REMEDIATION
CP113 HINES BOULEVARD PAVEMENT REMEDIATION
CP114 HINES BOULEVARD PAVEMENT REMEDIATION
CG201 ROWLAND AVENUE EROSION CONTROL PLAN
GENERAL CONSTRUCTION NOTES
7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO
BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE
SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT
THROUGH FINISHED OPENINGS.
8. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS
SPECIFICALLY NOTED OTHERWISE. iF NO FINISH IS INDICATED AT A
PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS
INDICATED AT SIMILAR CONDITIONS.
9. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL
SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE
THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE
NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR
SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.
* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE
CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE.
1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,
INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA
PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE
ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,
TECHNICAL INFORMATION LIBRRARY WEBSITE.
2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST
ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND
DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13
WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS
TECHNICAL INFORMATION LIBRARY WEBSITE.
3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT
EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED
WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.
4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH
ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT
ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.
5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF
NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO
REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT
SURFACES TO REMAIN.
6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND
DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW
MATERIALS.
DRAWING INDEXVICINITY MAP
Ryan Jeter, PE, PS, CHFM
Revisions Date
35% SUBMITTAL 10/03/2019
65% SUBMITTAL 08/28/2020
95% SUBMITTAL 10/15/2020
100% SUBMITTAL 12/18/2020
BID SET 06/15/2021
SITE KEY MAP
SANDUSKY BLVD.
DOBSON CIRCLE
TAFT CIRCLE
HINES BLVD.
ROWLAND AVE.
ROWLAND AVE.
ST
AT
E
RO
UT
E
ST
AT
E
RO
UT
E
STATE RO
UTE 104
HINES BLVD.
BOTTS RD.
TAFT CIRCLE
RO
W
LAND AVE.
HINES BLVD.
HINES BLVD.
HINES BLVD.
DO
BSO
N CIRCLE
DO
BSO
N CIRCLE
DO
BSO
N CIRCLE
HINES BLVD.
HINES BLVD.
HINES BLVD.
G
RIFFITH CIRCLE
TAFT CIRCLE TAFT CIRCLE
GRIFFIN CIRCLE
TA
LB
O
TT
R D.
CL
EV
EL
AN
D
AV
E.
CLEVELAND AVE.
RO
W
LAND AVE.
RO
W
LAND AVE.
HINES BLVD.
ST
AT
E
RO
UT
E
HINES BLVD.
HINES BLVD.
HINES BLVD.
G
RIFFITH CIRCLE
N
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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 6 7 8 9 10
/1
1/
:1 7:
A
M
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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FFE = 709.96
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FFE = 683.95
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FFE = 672.46
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FFE = 667.02
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FFE = 667.07
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FFE = 675.37
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FFE = 680.07
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FFE = 697.73
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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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FFE = 696.94 (SOUTH SIDE)
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MW
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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
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"
3"
12"
24.00'
ODOT ITEM 659 - SEEDING AND MULCHING
1.5"
3"
VARIES
1.5"
3"
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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
321 4 6 7 8 9 10
/1
1/
:1 7:
A
M
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"
3"
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"
1'-0"
2'-0"
45°
PAVEMENT MARKING DETAILS
8'-0"
8'-0"
8'-0"
R 6"
2'-7" 1'-3" 1'-9"
3"
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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 6 7 8 9 10
/1
1/
:1 7:
A
M
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
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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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 6 7 8 9 10
/1
1/
:1 7:
A
M
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
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N79°0 8'45"
E
1740.
38'
S °4 '5 "E
.0
S79°0 9'21"
W
16.34
S °3 '1 "E
.7
S °4 '3 "E
.3
S °3 '4 "E
.8
S °3 '0 "E
.4
S78°4 9'50"
W
1034.
61'
S78°3 5'48"
W
320.3 5'
N °0 '3 "W
.5
S81°39 '32"W
644.30
N °5 '5 "W
.0
N °1 '1 "W
.9
N79°55 '38"E
329.83
N °2 '5 "W
.1
N78°3 4'44"
E
2089.
20'
S °1 '3 "E
.4
CHILL
ER
C H
IL
L E R
02393
4 3126
03117
53102
6 2187
32167
12137
0 2004
31084
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
NOT
FOUN
D
FUEL
TANK
S
LOAD
ING D
OCK
GENE
RATO
R
BRIC
K
BRICK
GENE
RATO
R
COMM
TOWE
R
BRICK
BUS
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ER
TANK
DUMP
STER
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RED
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ER
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L
COUR
T
O2
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TER
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CUT
CAP
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RED
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S
AREA
UNDE
R
CONS
TRUC
TION
WINDS
OCK
RAMP
CONC
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AMBU
LANC
E
LOAD
/UNL
OAD
ZONE
COVE
RED
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R
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RAMP
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AREA
UNDE
R
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TION
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UNDE
R
CONS
TRUC
TION
AREA
UNDE
R
CONS
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TION
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TER
SMOK
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TER
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IC
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TER
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TER
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CE O
FFICE
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S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
WOOD
S
SANDU
SKY
BLVD
DEBR
IS
AREA
DEBR
IS
AREA
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IN
ES
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DOBS
ON
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IS
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SUBS
TATIO
N
T A F T
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IF
F
IN
D R
IV
E
HINES
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TAF
T
CIR
CL
E
TAF
T
CIR
CL
E
COMM
UNIC
ATION
MAST
TBM
#1
ON C
ONC.
BASE
OF LI
GHTPO
LE
ELEV.
= 6
59.78
TBM
#2
ON C
ONC.
BASE
OF LI
GHTPO
LE
ELEV.
= 6
80.76
TBM
#3
ON C
ONC.
BASE
OF LI
GHTPO
LE
ELEV.
= 6
70.78
UNDE
R CO
NSTR
UCTIO
N
AT TI
ME O
F SU
RVEY
HAZM
AT
BLDG
S T A
TE
R O U
TE
S
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TE
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S
TA
TE
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TE
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R
S
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S
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ED
IN
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UNDE
R
CONS
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TION
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CH
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LA
N D S C A P
IN
G
CONC
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VENT
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VENT
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GE
CONC
RETE
LID
GA
TE
CONC
RETE
LID
G A
TE
ACCE
SS
LID
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IPE
=657 .10
FOOT
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E
FOOT
BRIDG
E
FOOT
BRIDG
E
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D
GARD
EN
G R A
VE
L
HVAC
HVAC
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48" T
REE
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ACTO
R
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A"
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CUT
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E CO
RNER
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ENER
ATOR
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BOX
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76.41
AREA
UNDE
R
CONS
TRUC
TION
T41
T40
FFE =
709.9
FFE =
683.9
FFE =
676.3
FFE =
672.4
FFE =
667.0
FFE =
667.0
FFE =
675.3
FFE =
673.7
FFE =
680.0
FFE =
679.3
FFE =
677.7
FFE =
675.1
FFE =
660.8
FFE =
685.3
FFE =
686.3
FFE =
687.3
FFE =
687.8
FFE =
687.3
FFE =
685.3
FFE =
691.5
FFE =
697.7
FFE =
698.8
FFE =
698.91
FFE =
693.95
FFE = 685.91 (NORTH
SIDE)
FFE = 696.94 (SOUTH
SIDE)
FFE =
703.8
FFE =
728.13
FFE =
701.9
FFE =
693.9
FFE =
692.0
FFE =
698.5
FFE =
698.8
FFE =
705.6
FFE =
709.8
FFE =
706.5
FFE =
705.9
FFE =
699.7
FFE =
701.5
FFE =
696.5
FFE =
695.3
FFE =
664.8
FFE =
659.9
FFE =
659.4
FFE =
657.4
FFE =
659.3
FFE =
654.3
FFE =
672.66
FFE =
666.4
FFE =
666.6
FFE =
666.1
FFE =
664.83
FFE =
648.9
FFE =
703.0
FFE =
700.5
FFE =
663.8
FFE =
658.7
FFE =
659.2
FFE =
656.8
FFE =
657.8
FFE =
657.5
FFE =
661.5
FFE
.43
FFE =
658.3
FFE =
659.0
FFE =
659.7
FFE =
655.1
FFE =
646.9
FFE =
647.7
FFE =
670.0
FFE =
686.8
FFE =
715.3
FFE =
702.8
FFE =
695.9
FFE =
705.3
FFE =
652.9
FFE =
652.7
FFE =
653.6
S
TE
P S
JOHN
A.
POE
IO
HO
FOET
A T
S
R E G I S
E T R
ED RA
C H
TI
E C T
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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
/1
/2
:4
:0
A
M
REPAVE DOBSON, TAFT,
ROLAND, AND HINES
06/15/2021
UTILITY SITE PLAN - FOR
REFERENCE ONLY
GI006
NSJR
19011.00
538-20-204
Chillicothe, Ohio
STATION
BID SET
Revisions Date
100% SUBMITTAL 12/18/2020
BID SET 06/15/2021
Ryan Jeter, PE, PS, CHFM
N Scale: 1" = 160'-0"
UTILITY SITE PLAN - FOR REFERENCE ONLY
SANDUSKY BLVD.
DOBSON CIRCLE
TAFT CIRCLE
HINES BLVD.
ROWLAND AVE.
ROWLAND AVE.
ST
AT
E
RO
UT
E
ST
AT
E
RO
UT
E
STATE RO
UTE 104
HINES BLVD.
BOTTS RD.
TAFT CIRCLE
RO
W
LAND AVE.
HINES BLVD.
HINES BLVD.
HINES BLVD.
DO
BSO
N CIRCLE
DO
BSO
N CIRCLE
DO
BSO
N CIRCLE
HINES BLVD.
HINES BLVD.
HINES BLVD.
G
RIFFITH CIRCLE
TAFT CIRCLE TAFT CIRCLE
GRIFFIN CIRCLE
TA
LB
O
TT
R D.
CL
EV
EL
AN
D
AV
E.
CLEVELAND AVE.
RO
W
LAND AVE.
RO
W
LAND AVE.
HINES BLVD.
ST
AT
E
RO
UT
E
HINES BLVD.
HINES BLVD.
HINES BLVD.
G
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
A
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 6 7 8 9 10
/1
1/
:1 7:
A
M
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
A
AC
F
A
B
E
D
A
C
D
AutoCAD SHX Text
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FFE = 709.96
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FFE = 683.95
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FFE = 672.46
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FFE = 667.02
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FFE = 675.37
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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
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FFE = 687.36
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FFE = 687.86
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FFE = 691.57
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FFE = 697.73
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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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FFE = 696.94 (SOUTH SIDE)
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FFE = 703.88
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FFE = 728.13
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FFE = 701.92
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FFE = 693.94
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FFE = 698.52
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FFE = 698.89
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FFE = 705.64
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FFE = 709.83
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FFE = 705.97
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FFE = 696.54
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FFE = 659.30
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FFE = 654.38
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FFE = 672.66
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FFE = 663.85
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FFE = 656.82
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FFE = 657.82
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FFE = 657.52
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FFE = 661.59
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FFE = 658.34
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FFE = 659.06
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FFE = 659.74
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FFE = 655.14
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FFE = 646.97
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FFE = 686.87
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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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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.
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