SOW W91364-22-B-0005.pdf

SCOPE OF WORK

CAMP JAMES A. GARFIELD JOINT MILITARY TRAINING CENTER

GROUP 7 (TA-71) MANEUVER TRAIL IMPROVEMENT

CONSTRUCTION – PHASE 5

22 February 2022

1.0 BACKGROUND

The Camp James A. Garfield Joint Military Training Site (CJAG) is a 21,683 acre training site located in northeast Ohio used by the Ohio Army National Guard (OHARNG) and other military and civil agencies. The purpose of this project is to improve an existing trail along the south perimeter of Group 7 (Training Area 71) to eventually connect to South Service Road. This project is for Phase 5 of that trail. Once fully completed and all phases constructed the improvements will provide better connectivity among training areas. The improvements will also contribute to long term sustainable use of training areas and will help avoid and/or minimize negative impacts to the environment and associated costs.

The maneuver trail will have a surface hardened with stone. Some culvert replacement and installation is required as well as other drainage improvements. The trail must be able to accommodate a tractor trailer hauling heavy, tracked military equipment (tanks, bulldozers, etc.)

and support the weight and movement of an M1A1 Abrams battle tank at 80 tons.

2.0 WORK TO BE ACCOMPLISHED

Work to be accomplished includes all labor, material, equipment, and associated construction services for the following tasks:

CLIN 1, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (250 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-110 and C-109. The work area to be between stations 17+00 to 14+50. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 2, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (200 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 14+50 to 12+50. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 3, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 12+50 to 11+00.

The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 4, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (200 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 11+00 to 9+00. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 5, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 9+00 to 7+50. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 6, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 7+50 to 6+00. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 7, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 6+00 to 4+50. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 8, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 4+50 to 3+00. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

3.0 CONTRACTOR RESPONSIBILITY AND GENERAL REQUIREMENTS

3.1 The contractor is responsible for providing all labor, materials, transportation, equipment, and supplies necessary to complete the tasks in this SOW.

3.2 The contractor shall comply with all applicable U.S. Army, Federal, state, and local laws, regulations, and safety requirements. The contractor shall supply their personnel with safety protection as required by OSHA regulations. If a discrepancy exists between regulations, the more stringent of the conflicting regulations shall take precedence.

3.3 The contractor sale comply with the CJAG access and security policies and shall provide a roster of all personnel who require access a minimum of two business days in advance of access. Access rooster will be submitted to the OHARNG project manager who will route them through Security for approval.

3.4 The contractor shall coordinate their work schedule with CJAG to avoid conflicts with military training activities. If a conflict exists, training activity has priority over contractor activity.

3.5 All contractor responsibilities identified in this scope of work are applicable to subcontractors used by the prime contractor.

3.6 All construction activity must follow the construction drawings and specifications (Attachment 1), Erosion and Sediment Control (ESC) Plans, and Storm Water Pollution Prevention Plans (SWP3’s) provided by CJAG and created by Michael-Baker International. Any amendments or changes must first be approved by the OHARNG and noted on the SWP3 Amendment Log.

3.7 The contractor must comply with applicable portions of the attached Supplemental Conditions Environmental, dated 25 January 2018 (Attachment 2). Of particular applicability are the requirements in Section 2.0 on environmental work plans, Section 3.0 on spillprevention and response, Section 4.0 on erosion and storm water control, and Sections 1.6 and 6.0 on recycling and tracking waste.

(Option) CLIN 9, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 3+00 to 1+50. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

(Option) CLIN 10, Task 2: Develop Group 7 (TA-71) Maneuver Trail Improvement – Phase 5 (150 ft.)

Improve an existing trail along the southern perimeter of Group 7 (Training Area 71) for use by tanks and Bradley Fighting Vehicles. This task is for the construction by a contractor, as shown on construction drawing sheet C-109. The work area to be between stations 1+50 to 0+00. The task includes all associated earth work, fence demolition, culvert installation, and site restoration.

Bids must be placed for every option or the bid package will be considered incomplete. All options must be done sequentially and none skipped as construction is completed for the work described within this SOW.

Plan drawings are included with this SOW as Attachment 1.

gate. Any damage done to the paved road or debris tracked onto it is the responsibility of the Contractor to repair/clean up. Silt fence will be placed around the stockpile and the stockpile stabilized with vegetation to protect the surrounding area from sediment runoff.

northwest corner of the Tank Range (Range 12) on the south side of Smalley Rd. and east of the

3.8 The contractor will develop and submit a Notice of Intent (NOI) for coverage under the Ohio EPA General NPDES Permit for Storm Water Discharges Associated with Construction Activity for project locations that disturb one or more acres. Any minor editing to finalize the Storm Water Pollution Prevention Plans (SWP3) will also be included as part of this contract. Cost for these items, to include the NOI fees and any other permit fees, are the contractor’s responsibility to pay. See Section 3.0 of the attached Supplemental Conditions Environmental for specific requirements.

3.9 The contractor is required to develop an environmental work plan applicable to their work activities. This work plan should be very simple and focused. It must identify points of contact and identify who is responsible for environmental compliance for the project. The plan must include the CJAG emergency notification and spill response form. It must identify where contractor spill kits are located. It must identify fuel locations and contractor emergency response procedures. It must identify how storm water will be managed, how spoil piles will be managed, vegetation removal, types of waste and their management, recycling of materials, concrete outwash, hazardous materials on site and their management, and any other applicable environmental issues. The intent of the plan is to identify issues and determine how they willbe managed before work starts.

3.10 The awarded contractor must attend a Pre-Construction Meeting (PRECON) with the CJAG personnel to discuss access procedures, intended schedule, and other issues to ensure successful completion of the work.

3.11 The contractor must develop and provide the OHARNG with as built drawings at the conclusion of the project as part of required close out documents.

3.12 Contractor will provide the OHARNG with one construction schedule to cover all work under the contract. The schedule will be kept current and updated with anychanges.

3.13 If any portion of fence will need to be removed, disposal and/or recycling of theremoved parts of fencing must be performed according to Supplemental Conditions Environmental Section 4 (Attachment 2).

3.14 Any and all vegetation clearing including mowing, trimming, and tree removal must be done between 1 October and 31 March, unless otherwise authorized by the CJAG Environmental Office. Hardwood material four inches and greater in diameter will be cut into eight foot lengths and neatly stacked in an accessible area near the work location and approved by the OHARNG. All other plant material will be removed form site and processed for recycling if possible or otherwise properly disposed.

3.15 Excess soil spoil is intended to be kept on site for later use or future phases of the trail construction. In order to remain, soil must be approved via submittal. Unacceptable soil will not be permitted to remain on site, and will then be the responsibility of the contractor to remove.

Soil must be good for future construction efforts. The spoil stockpile should be kept at the http://jko.jten.mil/

4.0 PERIOD OF PERFORMANCE

The performance period for this SOW is 300 days from the date of issue of the notice to proceed.

3.18.1 AT Level I Training - All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil

3.18.2 iWATCH Training - The contractor and all associated sub‐contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR.

This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after completing the training.

3.18.3 OPSEC Training - Per AR 530‐1 Operations Security , the contractor employees must complete Level I OPSEC Awareness training. New employees must be trained within 30 calendar days of their reporting for duty and annually thereafter.

3.16 The contractor must perform crush tests on the concrete used in the turn pads and turn in the results to the OHARNG. All concrete must pass a 4,000 psi crush test. Concrete that fails this test must be removed and replaced and retested until it meet the requirement.

3.17 There are approximately 0.0097 acres of category 3 wetland that will be impacted between Trumbull County stations 9+50 and 10+75, which includes a small impact to Wetland 51 (0.0094 ac.) and a small impact to Stream 11 (0.0003 ac.). The Contractor is required to comply with NWP #14 Linear Transportation Projects and the design plan when impacting the wetlands and removing/installing culverts. A PCN is not needed. Care must be taken to avoid all fill in streams and adjacent wetlands and to protect them from erosion and excessive storm water runoff.

3.18 Contractor will complete the OPSEC and Anti-Terrorism training provided by CJAG before any work is started on this project.

6.0 LIST OF ATTACHMENTS

Attachment 1 – Construction Drawings Attachment 2 – Supplemental Conditions Environmental Attachment 3 – OHARNG Specifications for Facility Management Electronic Data Deliverables

END OF SCOPE OF WORK

5.0 DELIVERABLES

5.1 All deliverables must be in English. All measurements must be in Standard English units (inches, feet, yards, acres, etc.).

5.2 All electronic data deliverables must be submitted in accordance with the guidelines outlined in the attached memorandum, OHARNG Specifications for Facility Management Electronic Data Deliverables (Attachment 3).

5.3 A binder with the original SWP3 and all completed SWP3 forms, inspection reports, and corrective action reports will be submitted to CJAG upon completion of construction, as well as an electronic copy of said items in Compact Disc (CD) format.

5.4 A binder with any and all construction-related documents will be submitted to CJAG upon completion of construction, as well as an electronic copy of said items in CD format.

5.5 The contractor will submit one (1) full sized hard copy, one (1) 11” X 17” copy and three (3) electronic copies in CD format of as-built drawings to CJAG once construction of the awarded contract is complete.

5.6 All surveying, mapping, photographs, plans, drawings, reports and other data gathered or developed while performing this SOW will be submitted to the OHARNG in an appropriate electronic (CD) and hard copy format.

5.7 The contractor will submit tags from grass seed mixes used on the project. See Section 4.3 of (Attachment 2) for approved grass seed mixes on CJAG.

5.8 The contractor will submit completed OHARNG Construction/Demolition Diversion and Waste Disposal Form(s) and will provide supporting documentation (weight tickets, manifests, etc.).

5.9 A 4,000 psi concrete crush test report of each turn pad will be submitted to CJAG before construction of a turn pad is considered complete.

Prior approval must be obtained from the CJAG Environmental Office for all correspondence with external regulatory agencies.

Attachment 1 Construction Drawings

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RAVENNA, OHIO

MICHAEL BAKER INTL.

100 AIRSIDE DRIVE

MOON TOWNSHIP, PA 15108

AS NOTED

ITAM TRAINING AREA IMPROVEMENT AND TRAIL CREATION

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CAMP RAVENNA JOINT MILITARY TRAINING CENTER - RAVENNA, OHIO

CONTRACT NUMBER: #W91364-12-D-0003

VICINITY MAP (RAVENNA, OHIO) PROJECT LOCATION

JUNE, 2017

OHIO ARMY NATIONAL GUARD

ITAM TRAINING AREA IMPROVEMENT AND TRAIL CREATION

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GENERAL

G-001 COVER SHEET X X X X

G-002 SHEET INDEX X X X X

G-003 GENERAL NOTES X X X

G-004 GENERAL NOTES X

CIVIL

V-101 OVERALL EXISTING CONDITIONS X X X X

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C-101 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD PLAN AND PROFILE (OPTION 1) X X X

C-102 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD CROSS SECTIONS (OPTION 1) X X X

C-103 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD CROSS SECTIONS (OPTION 1) X X X

C-104 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD PLAN AND PROFILE (OPTION 2) X X X

C-105 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD PLAN AND PROFILE (OPTION 2) X X X

C-106 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD CROSS SECTIONS (OPTION 2) X X X

C-107 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD CROSS SECTIONS (OPTION 2) X X X

C-108 TASK 1 & 2 GROUP 7 TA 71 SOUTH SERVICE ROAD CROSS SECTIONS (OPTION 2) X X

C-109 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PLAN AND PROFILE X X X X

C-110 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PLAN AND PROFILE X X X X

C-111 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PLAN AND PROFILE X X X X

C-112 TASK 1 & 2 AREA B TA 71 BYPASS PLAN AND PROFILE X X X X

C-113 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL EXISTING CULVERT PROFILES X X X

C-114 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PROPOSED CULVERT PROFILES X X X

C-115 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PROPOSED CULVERT PROFILES X X

C-116 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL PROPOSED CULVERT PROFILES X X

C-117 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL CROSS SECTIONS X X X

C-118 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL CROSS SECTIONS X X X

C-119 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL CROSS SECTIONS X X X

C-120 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL CROSS SECTIONS X X X

C-121 TASK 1 & 2 GROUP 7 TA 71 MANEUVER TRAIL CROSS SECTIONS X X

C-122 TASK 1 & 2 TA 71 AREA B BYPASS TRAIL CROSS SECTIONS X X X

C-123 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-124 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-125 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-126 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-127 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-128 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-129 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-130 TASK 3 & 4 TVMA / TVML PLAN AND PROFILE X X X X

C-131 TASK 3 & 4 TVMA / TVML EXISTING CULVERT PROFILES X X X

C-132 TASK 3 & 4 TVMA / TVML EXISTING CULVERT PROFILES X X X

C-133 TASK 3 & 4 TVMA / TVML PROPOSED CULVERT PROFILES X X X

C-134 TASK 3 & 4 TVMA / TVML PROPOSED CULVERT PROFILES X X

C-135 TASK 3 & 4 TVMA / TVML PROPOSED CULVERT PROFILES X X X

C-136 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-137 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-138 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-139 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-140 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-141 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-142 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-143 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-144 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X X X

C-145 TASK 3 & 4 TVMA / TVML MANEUVER AREA A TRAIL CROSS SECTIONS X

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C-146 TASK 3 & 4 TVMA / TVML MANEUVER AREA B TRAIL CROSS SECTIONS X X X X

C-147 TASK 5 TA-29 ASSEMBLY AREA PLAN AND PROFILE X X X

C-148 TASK 5 TA-29 ASSEMBLY AREA CROSS SECTIONS AND PROFILES X

C-201 INTERSECTION GEOMETRY DETAIL SOUTH SERVICE ROAD AND GROUP 7 STA 0+00 OPTION 1 X X

C-202 INTERSECTION GEOMETRY DETAIL SOUTH SERVICE ROAD AND GROUP 7 STA 0+00 OPTION 2 X X

C-203 INTERSECTION GEOMETRY DETAILS GROUP 7 MANEUVER TRAIL AND AREA B BYPASS X X

C-204 INTERSECTION GEOMETRY DETAILS AREA B BYPASS AND THOMPSON TRAIL X X

C-205 INTERSECTION GEOMETRY DETAILS TACTICAL VEHICLE MANEUVER AREA A STA. 0+00 X X

C-206 INTERSECTION GEOMETRY DETAILS TACTICAL VEHICLE MANEUVER AREA A AND SMALLEY ROAD X X

C-207 INTERSECTION GEOMETRY DETAILS TACTICAL VEHICLE MANEUVER AREA A AND PARIS WINDHAM ROAD X X

C-208 INTERSECTION GEOMETRY DETAILS TACTICAL VEHICLE MANEUVER AREA B AND TRACK 30 X X

C-301 PAVEMENT JOINT DETAIL SOUTH SERVICE ROAD AND GROUP 7 STA. 0+00 OPTION 1 X X

C-302 PAVEMENT JOINT DETAIL SOUTH SERVICE ROAD AND GROUP 7 STA. 0+00 OPTION 2 X X

C-303 PAVEMENT JOINT DETAIL GROUP 7 MANEUVER TRAIL AND AREA B BYPASS X X

C-304 PAVEMENT JOINT DETAIL AREA B BYPASS AND THOMPSON TRAIL X X

C-305 PAVEMENT JOINT DETAIL TACTICAL VEHICLE MANEUVER AREA A STA. 0+00 X X

C-306 PAVEMENT JOINT DETAIL TACTICAL VEHICLE MANEUVER AREA A AND SMALLEY ROAD X X

C-307 PAVEMENT JOINT DETAIL TACTICAL VEHICLE MANEUVER AREA A AND PARIS WINDHAM RD X X

C-308 PAVMENT JOINT DETAIL TACTICAL VEHICLE MANEUVER AREA B AND TRACK 30 X X

C-401 TYPE B PREFABRICATED CONCRETE CROSSING DETAILS X

C-501 TYPICAL SECTIONS X X X X

C-502 TYPICAL SECTIONS X X X

C-503 CONSTRUCTION DETAILS X X

C-504 CONSTRUCTION DETAILS X X

C-505 CONSTRUCTION DETAILS X X

C-506 CONSTRUCTION DETAILS X X

C-507 CONSTRUCTION DETAILS X X

C-508 CONSTRUCTION DETAILS X X

C-509 CONSTRUCTION DETAILS X X

C-510 CONSTRUCTION DETAILS X X

C-511 CONSTRUCTION DETAILS X X

C-512 CONSTRUCTION DETAILS X X

C-513 CONSTRUCTION DETAILS X X

C-514 CONSTRUCTION DETAILS X X

C-515 CONSTRUCTION DETAILS X X

C-516 CONSTRUCTION DETAILS X

C-517 SUPPLEMENTAL SPECIFICATIONS X X

C-518 SUPPLEMENTAL SPECIFICATIONS X X

C-519 SUPPLEMENTAL SPECIFICATIONS X X

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MOON TOWNSHIP, PA 15108

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GENERAL NOTES

G-003

GENERAL

1. ALL CONSTRUCTION SHALL BE PERFORMED AND MATERIALS PROVIDED IN ACCORDANCE WITH OHIO DEPARTMENT OF TRANSPORTATION, CONSTRUCTION AND MATERIAL SPECIFICATIONS (ODOT CMS), CURRENT EDITION.

2. THE OHIO ARMY NATIONAL GUARD (OHARNG) IS COMMITTED TO ENVIRONMENTAL STEWARDSHIP AT ALL OF OUR FACILITIES AND WITHIN

OUR COMMUNITIES AS A WHOLE. THE ADJUTANT GENERAL'S DEPARTMENT MAINTAINS AN ENVIRONMENTAL MANAGEMENT SYSTEM (EMS) IN

ACCORDANCE WITH (IAW) ISO 14000 STANDARDS. CONTRACTORS PERFORMING WORK ON BEHALF OF THE DEPARTMENT, WITH THE

EXCEPTION OF CONTRACTORS PROVIDING GOODS AND SERVICES THROUGH STATE TERM SCHEDULES OR PURCHASE ORDERS, ARE

REQUIRED TO BE FAMILIAR WITH THE ADJUTANT GENERAL'S EMS POLICY AND TO COMPLY WITH THIS POLICY WHERE APPLICABLE AND

PRACTICABLE. IF IMPLEMENTED ACCORDINGLY, FOLLOWING THE GUIDELINES OUTLINED IN THE FOLLOWING SUPPLEMENTAL CONDITIONS

WILL ENSURE CONTRACTOR COMPLIANCE WITH THE EMS POLICY.

3. ALL CONTRACTORS MUST COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REQUIREMENTS TO INCLUDE

APPLICABLE ARMY AND OHARNG REGULATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE PROPER CHARACTERIZATION, MANAGEMENT

AND DISPOSAL OF WASTES; PROPER STORAGE, USE AND TRANSPORTATION OF HAZARDOUS MATERIALS; SPILL PREVENTION AND CLEAN

UP; OBTAINING PROPER PERMITS AND SUBMITTING PROPER NOTIFICATIONS AS APPLICABLE TO THE WORK BEING CONDUCTED; AND

PROTECTION OF SURFACE WATER AND NATURAL RESOURCES.

4. NO CONTRACTOR WILL CORRESPOND WITH ANY REGULATORY AGENCY ON BEHALF OF THE OHARNG WITHOUT APPROVAL OF THE OHARNG.

THIS INCLUDES MEETINGS, PHONE CALLS, EMAILS, OR OTHER WRITTEN OR VERBAL COMMUNICATIONS. THE OHARNG WILL REVIEW AND

APPROVE ALL CORRESPONDENCE, TO INCLUDE PERMIT APPLICATIONS, BEFORE IT IS SENT TO A REGULATORY AGENCY TO INCLUDE BUT

NOT LIMITED TO THE FEDERAL OR OHIO ENVIRONMENTAL PROTECTION AGENCY (EPA), THE US FISH AND WILDLIFE SERVICE, THE OHIO

HISTORIC PRESERVATION OFFICE, AND THE US ARMY CORPS OF ENGINEERS.

5. ALL CONTRACTOR ARE RESPONSIBLE FOR PAYING ALL FEES AND ACQUIRING ALL APPLICABLE PERMITS OR REGULATORY APPROVALS

ASSOCIATED WITH THE WORK THEY ARE PERFORMING. DEPENDING UPON THE PERMIT/NOTIFICATION, IT MAY NEED TO BE ISSUED IN THE

OHARNG'S NAME. COORDINATION WILL BE DONE WITH THE OHARNG TO DETERMINE THIS AND THE CONTRACTOR WILL COMPLETE THE

APPLICATION/NOTIFICATION FOR OHARNG SIGNATURE AND SUBMIT THE APPLICATION AND ASSOCIATED FEES. ALL PERMIT SUBMITTALS

WILL BE COORDINATED, REVIEWED AND APPROVED BY THE OHARNG REGARDLESS WHO SIGNS THE APPLICATION.

6. GENERAL CONTRACTORS (OR THE CONTRACTOR) WILL DEVELOP AN ENVIRONMENTAL WORK PLAN THAT PROVIDES DETAILS ON THE WORK

TO BE PERFORMED AND HOW IT WILL BE PERFORMED TO ENSURE COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REQUIREMENTS

(WETLAND PERMITS, ENDANGERED SPECIES RESTRICTIONS, EROSION CONTROL, HAZARDOUS WASTE GENERATION, ETC.). TOPICS

ADDRESSED WITHIN THE ENVIRONMENTAL WORK PLAN WILL INCLUDE AS APPLICABLE: HAZARDOUS MATERIALS TO BE USED; THE QUALIFIED

PERSONNEL RESPONSIBLE FOR WASTE MANAGEMENT; WASTE TO BE GENERATED (HAZARDOUS AND NON-HAZARDOUS WASTE); MATERIALS

TO BE RECYCLED; METHODS TO BE USED TO MINIMIZE HAZARDOUS WASTE GENERATION; METHODS AND LABORATORIES TO BE USED TO

CHARACTERIZE THE WASTE; DRMO APPROVED WASTE HAULERS AND TSDF'S TO BE USED; PROPOSED ON SITE WASTE STORAGE

LOCATIONS; ON SITE WASTE MANAGEMENT AND INSPECTION PROCEDURES TO BE IMPLEMENTED TO INCLUDE MAXIMUM STORAGE

TIME/PROPOSED WASTE PICKUP/TRANSPORT DATE; EMERGENCY PLAN AND EMERGENCY CONTACT INFORMATION; DISCHARGES FROM

SECONDARY CONTAINMENT AND DE-WATERING ACTIVITIES; AND ANY OTHER INFORMATION PERTINENT TO ENVIRONMENTAL COMPLIANCE

AND THE GENERATION AND MANAGEMENT OF WASTE DURING PROJECT IMPLEMENTATION. THE ENVIRONMENTAL WORK PLAN WILL BE

REVIEWED BY THE ENVIRONMENTAL OFFICE AND EDITED BY THE CONTRACTOR AS NECESSARY TO CORRECT DEFICIENCIES. WORK MAY

NOT BEGIN UNTIL THIS WORK PLAN HAS BEEN APPROVED BY THE ENVIRONMENTAL OFFICE. A COPY OF THE FINAL WORK PLAN WILL BE

PROVIDED TO THE CONTRACTING OFFICE, THE APPROPRIATE OHARNG ENVIRONMENTAL OFFICE, THE OHARNG TECHNICAL

REPRESENTATIVE AND ONE WILL BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

7. EXECUTIVE ORDER (EO) 13693, PLANNING FOR FEDERAL SUSTAINABILITY IN THE NEXT DECADE, ESTABLISHES A FEDERAL INTEGRATED

STRATEGY TOWARD SUSTAINABILITY INCLUDING EFFORTS TO “ELIMINATE WASTE, RECYCLE, AND PREVENT POLLUTION.” ADDITIONALLY, EO

13693 ESTABLISHES TARGETS TO DIVERT AT LEAST 50% OF NON-HAZARDOUS SOLID WASTE, INCLUDING CONSTRUCTION AND DEMOLITION

DEBRIS, FROM THE WASTE STREAM. THE CONTRACTOR WILL UTILIZE THE MOST CURRENT WASTE PREVENTION, WASTE DIVERSION

(SALVAGE, REUSE, RECYCLE), AND WASTE MINIMIZATION GUIDELINES TO ENSURE THIS TARGET IS MET.

8. BURNING OF WASTE, BRUSH, RUBBISH, AND/OR ANY OTHER DEBRIS IS NOT PERMITTED. IF BRUSH OR VEGETATION BURNING IS DESIRED, A

REQUEST TO DO SO MUST BE SUBMITTED TO THE OHARNG FOR REVIEW. IF THE OHARNG CONCURS THAT BURNING IS NEEDED, THE

CONTRACTOR IS REQUIRED TO SUBMIT A BURN PERMIT TO THE OHIO EPA ALONG WITH ANY ASSOCIATED FEE. IF THE OHIO EPA APPROVES

THE APPLICATION AND ISSUES A PERMIT, THE CONTRACTOR IS REQUIRED TO COMPLY WITH ALL CONDITIONS OF THE PERMIT. UPON

RECEIPT OF THE OHIO EPA BURN PERMIT THE CONTRACTOR WILL OBTAIN ANY ADDITIONAL PERMITS REQUIRED BY THE OHARNG AND/OR

LOCAL FIRE DEPARTMENTS/DISTRICTS, IF ANY.

9. FOR PROJECTS THAT DISTURB ONE (1) OR MORE ACRES OF GROUND (OR OTHERWISE MEET THE OHIO EPA CRITERIA FOR PERMIT

COVERAGE), THE ARCHITECT AND ENGINEER (A&E) WILL COMPLETE A DRAFT NOTICE OF INTENT (NOI) FOR COVERAGE UNDER THE OHIO

EPA GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FOR STORM WATER DISCHARGES ASSOCIATED

WITH THE CONSTRUCTION ACTIVITY ON BEHALF OF THE ADJUTANT GENERAL'S DEPARTMENT. THE GENERAL CONTRACTOR IS RESPONSIBLE

FOR PREPARING THE DRAFT NOI IN THE ABSENCE OF AN A&E. THE NOI WILL BE FILLED OUT WITH THE OHIO ARMY NATIONAL GUARD -

"LOCATION" (SUCH AS CAMP RAVENNA OR CAMP PERRY, ETC.) AS THE OWNER AND THE SPECIFIC PROJECT IDENTIFIED AS THE FACILITY

NAME (SUCH AS CAMP RAVENNA BARRACKS III). THE GENERAL CONTRACTOR WILL FINALIZE THE NOI FOR SUBMISSION TO THE OHIO EPA

ON BEHALF OF THE ADJUTANT GENERAL'S DEPARTMENT. THE NOI MUST BE MUST BE REVIEWED AND APPROVED BY THE LOCAL OHARNG

ENVIRONMENTAL OFFICE PRIOR TO SUBMISSION AND SIGNED BY AN AUTHORIZED OHARNG EMPLOYEE. THE GENERAL CONTRACTOR WILL

SUBMIT THE APPROVED NOI AND PAY THE ASSOCIATED FEE. AFTER THE OHIO EPA ISSUES AN AUTHORIZATION LETTER AND PERMIT

NUMBER TO THE OHARNG, THE GENERAL CONTRACTOR AND APPLICABLE SUB-CONTRACTORS WILL COMPLETE AND SUBMIT CO-PERMITTEE

NOI'S AND WILL OBTAIN COVERAGE AS CO-PERMITTEES UNDER THE OHARNG PERMIT. THE GENERAL CONTRACTOR WILL UTILIZE THE

INFORMATION ON THE OHARNG APPROVED NOI AND OHIO EPA PERMIT WHEN COMPLETING THE CO-PERMITTEE NOI. THE CONTRACTOR

WILL SIGN AND SUBMIT THE OHARNG APPROVED CO-PERMITTEE NOI.

10. WHEN AN OHIO EPA CONSTRUCTION STORM WATER PERMIT IS NEEDED, THE A&E WILL DEVELOP EROSION AND STORM WATER CONTROL

PLANS AND DETAILS TO SUPPORT THE DEVELOPMENT OF A STORM WATER POLLUTION PREVENTION PLAN (SWP3) WHICH WILL BE

PREPARED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS CONTAINED IN THE OHIO EPA GENERAL NPDES

PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE PLANS AND DETAILS MUST BE REVIEWED AND

APPROVED BY THE LOCAL OHARNG ENVIRONMENTAL OFFICE PRIOR TO DESIGN COMPLETION. THE GENERAL CONTRACTOR WILL PREPARE

A DRAFT SWP3 BASED ON THE PLANS AND DETAILS PROVIDED BY THE A&E THAT MEETS THE STANDARDS OUTLINED IN THE LATEST

VERSION OF THE OHIO DEPARTMENT OF NATURAL RESOURCES PUBLICATION TITLED "RAINWATER AND LAND DEVELOPMENT - OHIO'S

STANDARDS FOR STORMWATER MANAGEMENT AND LAND DEVELOPMENT AND URBAN STREAM PROTECTION". THE DRAFT SWP3 WILL BE

PROVIDED TO THE LOCAL OHARNG ENVIRONMENTAL OFFICE FOR REVIEW AND APPROVAL. ONCE APPROVED BY THE ENVIRONMENTAL

OFFICE, THE SWP3 WILL BE PROVIDED TO THE LOCAL SOIL AND WATER CONSERVATION DISTRICT (SWCD) AND LOCAL COUNTY ENGINEER (IF

REQUIRED BY COUNTY OR OTHER REGULATIONS) FOR THEIR REVIEW AND APPROVAL. THE GENERAL CONTRACTOR WILL MAKE

CORRECTIONS TO THE SWP3 BASED UPON OHARNG, SWCD AND ENGINEER COMMENTS. THE SWP3 WILL BE SIGNED BY THE LOCAL OHARNG

ENVIRONMENTAL OFFICE AND THE GENERAL CONTRACTOR. THE FINAL COPY OF THE SWP3 WILL BE IN A THREE RING BINDER AND A

SIGNED COPY OF THE SWP3 WILL BE GIVEN TO THE LOCAL OHARNG ENVIRONMENTAL OFFICE AND A COPY WILL REMAIN AT THE WORK SITE

DURING PROJECT EXECUTION. IN THE ABSENCE OF AN A&E THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE DEVELOPMENT OF

EROSION AND STORM WATER CONTROL PLANS AND DETAILS AND THE SUBSEQUENT DEVELOPMENT, REVISION, AND SUBMISSION OF THE

SWP3.

11. THE GENERAL CONTRACTOR IS NOT PERMITTED TO DISTURB OR FILL ANY WETLANDS, STREAMS, OR OTHER SURFACE WATERS WHILE

PERFORMING TASKS WITHIN THIS SCOPE OF WORK UNLESS SUCH DISTURBANCE OR FILL IS SPECIFICALLY IDENTIFIED AS A TASK IN THE

SCOPE AND APPLICABLE PERMITS AND AUTHORIZATIONS HAVE BEEN OBTAINED. THE CONTRACTOR WILL MAINTAIN A 30 FOOT

UNDISTURBED BUFFER AROUND WETLANDS AND DEPRESSIONAL AREAS THAT HOLD WATER AND KEEP ALL EQUIPMENT, MATERIALS, VEHICLES, DEBRIS, WASTE, AND PERSONNEL OUT OF THIS BUFFER AND PREVENT DISCHARGES OF ANY TYPE (CHEMICAL OR SOIL) FROM

ENTERING SUCH AREAS.

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.

UTILITIES

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE OWNERS:

GAS

EAST DOMINION GAS

ADAM HEBEBRAND

adam.m.hebebrand@dom.com

320 SPRINGSIDE DRIVE, AKRON, OH 44333

WATER

NATIONAL GUARD DPW

CHUCK LANE

SUPERINTENDENT

O: (330) 872-5656

ELECTRIC

NATIONAL GUARD DPW

WILLIAM GEORGE

SUPERINTENDENT

O: (330) 872-7711

SANITARY SEWER

NATIONAL GUARD DPW

MIKE NOVOTNY

SUPERINTENDENT

O: (330) 872-5150

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.

DOMINION EAST OHIO GAS COMPANY REQUIREMENTS

IN THE CASE OF NEW DEVELOPMENT OR IMPROVEMENTS TO EXISTING ROADS WITHIN DOMINION EAST OHIO'S EASEMENT

AREAS, THE DEVELOPER SHALL PREPARE PLAN, PROFILE AND CROSS SECTION PLANS OF THE IMPROVEMENTS, SHOWING

DOMINION EAST OHIO'S PIPELINE(S) PLUS EXISTING AND PROPOSED GRADE, SEWERS, UTILITIES, ROAD IMPROVEMENTS, ETC. FOR DOMINION EAST OHIO TO REVIEW. FOR NEW CONSTRUCTION ANY VIOLATION OF THESE RESTRICTIONS WILL BE

SUBJECT TO DENIAL OF GAS SERVICE. NO CONSTRUCTION ON SUCH IMPROVEMENTS MAY BEGIN UNTIL DOMINION EAST

OHIO HAS PROVIDED WRITTEN APPROVAL TO THE DEVELOPER.

CONTRACTOR SHALL COMPLETE THE SURFACE LOADING ASSESSMENT FORM AND SUBMIT TO DOMINION EAST OHIO FOR

REVIEW.

THE CROSSING PARTY MUST VERIFY DEPTH OF DEO'S PIPELINES BY EXCAVATING TEST PITS OR HAND DIGGING TO TEMPORARILY EXPOSE THE PIPELINE. CONTACT THE OHIO UTILITY PROTECTION SERVICE (OUPS) (1-800-362-2764) AT LEAST TWO DAYS PRIOR TO EXCAVATION TO SUBMIT AN EXCAVATION TICKET. A DEO INSPECTOR WILL MEET THE CROSSING PARTY ONSITE TO

OVERSEE DEPTH VERIFICATION.

TREE AND WOODY VEGETATION CLEARING (CLEARING AND GRUBBING)

1. SHALL BE DONE IN ACCORDANCE WITH ODOT CMS 201.01 THROUGH 201.04. A LUMP SUM QUANTITY IS INCLUDED IN THE GENERAL SUMMARY

FOR ITEM 201, CLEARING AND GRUBBING. ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS UNDER THIS ITEM ARE INCLUDED IN THE

LUMP SUM PRICE BID FOR ITEM 201, CLEARING AND GRUBBING.

2. TREE AND VEGETATION CLEARING HAS THE POTENTIAL TO IMPACT PROTECTED WILDLIFE SPECIES AND THEIR HABITAT. THERE MAY BE

SEASONAL OR OTHER LIMITATIONS IMPOSED ON VEGETATION AND LAND CLEARING OPERATIONS. MORE DETAILS ON THIS ARE PROVIDED IN

THE WILDLIFE SECTION. ANY SUCH LIMITATIONS WILL BE INCORPORATED INTO THE PROJECT SPECIFICATIONS AND MUST BE IDENTIFIED IN

THE PROJECT ENVIRONMENTAL WORK PLAN.

3. THEN CLEARING TREES THE SPECIFICATION WILL IDENTIFY IF THE TREES MUST BE REMOVED AND HAULED OFF SITE BY THE CONTRACTOR

OR WILL BE SALVAGED BY THE GOVERNMENT. THE GOVERNMENT WILL SALVAGE TREES WHEN THEY HAVE COMMERCIAL VALUE AS SAW

TIMBER OR ANOTHER COMMERCIAL FOREST PRODUCT.

4.WHEN TREES ARE SALVAGED AS SAW TIMBER, ALL 8 FOOT AND LONGER STRAIGHT PORTIONS OF THE TREES FROM AN 18” STUMP HEIGHT

TO A 10” DIAMETER OUTSIDE BARK TOP THAT ARE FELLED WILL BE LIMBED AND NEATLY STACKED IN A LOCATION DESIGNATED BY THE

OHARNG. LIMBING WILL CONSIST OF CUTTING LIMBS FLUSH TO THE BOLL OF THE TREES. BRANCH STUBS ARE NOT PERMITTED. TREES

WILL BE KEPT AND STACKED IN AS LONG OF LENGTHS AS POSSIBLE AND UNDER NO CIRCUMSTANCE LESS THAN 8'6” LONG. PIECES SHORTER

THAN 8'6” ARE NOT SUITABLE FOR SAW TIMBER SALVAGE.

5. WHEN TREES ARE SALVAGED FOR FIREWOOD AND/OR BIOMASS, ALL PORTIONS OF THE TREES DOWN TO 4” IN DIAMETER WILL BE CUT INTO

4.5' TO 9' LENGTHS AND NEATLY STACKED IN AN AREA DESIGNATED BY THE OHARNG. FIREWOOD SALVAGE WILL INCLUDE SAW TIMBER

SIZED TREES THAT ARE TOO SHORT TO BE SAW TIMBER AND SAW TIMBER TOP WOOD.

6. LIMBS, BRANCHES, BRUSH AND TREE PARTS NOT SALVAGED SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF OFFSITE.

THIS MATERIAL MAY BE CHIPPED PRIOR TO REMOVAL. IF ONLY A SMALL AMOUNT OF CHIPS ARE GENERATED AND THE WORK IS NOT WITHIN

A CANTONMENT OR OTHER MAINTAINED AREA, THE CHIPS MAY BE BLOWN/SCATTERED IN ADJACENT UNIMPROVED AREAS/WOODLANDS.

PILES OF CHIPS ARE NOT PERMITTED AND CHIPS MAY NOT BE PLACED IN WETLANDS.

7. STUMPS WILL BE GROUND OR EXCAVATED IN ACCORDANCE WITH CONTRACT SPECIFICATION REQUIREMENTS. STUMPS THAT ARE OR

ABOVE 24” HIGH MAY NOT BE GROUND OR REMOVED BETWEEN 1 APRIL AND 30 SEPTEMBER. GRINDING OF ALL STUMPS (TO INCLUDE MAJOR

ROOTS) WILL BE TO A MINIMUM DEPTH OF 6 INCHES BELOW GROUND SURFACE. GRINDINGS WILL MANAGED AS DIRECTED BY THE PROJECT

SPECIFICATIONS. IF LEFT ON SITE, THEY WILL BE SPREAD ON SITE ADJACENT TO THE STUMP IF IN AN UPLAND AREA. GRINDINGS MAY NOT

BE SPREAD IN WETLANDS. IF THE AREA IS NOT BEING LEVELED AND RE-GRADED, STUMP HOLES MUST LEVELED AND FILLED WITH CLEAN

FILL DIRT AND TOP SOIL. PILES OF GRINDING AND CHIPS MAY NOT BE LEFT ON THE PROJECT AREA OR ANYWHERE IN A MOWING ZONE.

8. THE CONTRACTOR SHALL NOT PLACE CHIPS OR ANY PARTS OF TREES OR BRUSH OR PUT ANY TYPE OF FILL INTO ANY WETLAND INCLUDING

BUT NOT LIMITED TO DITCHES, STREAMS, FLOODPLAIN AREAS, WET SPOTS OR LOW AREAS. STUMPS IN WETLANDS MAY NOT BE GROUND OR

EXCAVATED WITHOUT A WETLAND PERMIT AND PRIOR APPROVAL OF THE OHARNG ENVIRONMENTAL OFFICE.

9. IF STUMPS ARE EXCAVATED, THE CONTRACTOR IS REQUIRED TO REMOVE AND PROPERLY DISPOSED OF BY THE STUMPS OFF SITE OR TO

DISPOSE OF THEM AS OTHERWISE SPECIFIED WITHIN THE PROJECT SPECIFICATIONS. SURFACE DISPOSAL ON OHARNG PROPERTY IS NOT

PERMITTED.

THREATENED AND ENDANGERED SPECIES

1. THE NORTHERN LONG EARED BAT (NLEB) (A FEDERALLY THREATENED SPECIES AS OF APRIL 5, 2015) BEING RECORDED AT CAMP PERRY, CAMP RAVENNA AND TARLTON AND POTENTIALLY PRESENT AT OTHER OHARNG TRAINING SITES. IN ADDITION, THE MIGRATORY BIRD

TREATY ACT PROHIBITS HARM TO NESTING MIGRATORY BIRDS (WITH THE EXCEPTION OF INTRODUCED SPECIES). BASED ON THESE

CONSIDERATIONS, BRUSH CUTTING, TREE CUTTING (HEIGHT EQUAL TO OR GREATER THAN 24” ABOVE GROUND) AND TREE TRIMMING OF

ANY BRANCHES AND ANY OTHER PART OF THE TREE THAT IS AT LEAST THREE INCHES IN DIAMETER, CAN ONLY OCCUR BETWEEN 1

OCTOBER - 31 MARCH. ALL PROJECTS INVOLVING BRUSH OR TREE CLEARING MUST BE CLEARED THROUGH THE OHARNG ENVIRONMENTAL

OFFICE. THE OHARNG TREATS ABANDONED WOOD UTILITY POLES AS TREES IN THE SENSE THAT THEY CAN ONLY BE FELLED 1 OCTOBER -

31 MARCH.

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DOING EVERYTHING POSSIBLE SO AS TO NOT INTENTIONALLY OR UNINTENTIONALLY

HARM ANY FEDERALLY LISTED OR PROTECTED SPECIES AT ANY OHARNG FACILITY. IMMEDIATELY PRIOR TO THE ACTION COMMENCING, THE CONTRACTOR WILL PERFORM A THOROUGH INSPECTION FOR NESTING BIRDS AND INHABITING BATS WITHIN THE STRUCTURE(S)

UNDERGOING EXTERIOR MAINTENANCE OR DEMOLITION. THIS THOROUGH SEARCH SHALL BE TO DETERMINE IF ANY BATS, BIRDS, OR

OTHER ANIMALS ARE PRESENT WITHIN THE WORK AREA (UNDER ROOF FLASHING, UNDER SIDING, NESTING IN BRUSH, ETC.) THE

CONTRACTOR WILL THOROUGHLY LOOK FOR BIRDS, BATS, NESTS, OR ANY OTHER SIGN OF ACTIVE PRESENCE OF SAID SPECIES WITHIN

THE RESPECTIVE STRUCTURE(S). IF ANY ANIMALS ARE FOUND, THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND

THE OHARNG ENVIRONMENTAL OFFICE.

ITEM 204 - SUBGRADE COMPACTION AND PROOF ROLLING

CONSTRUCT THE SUBGRADE AS FOLLOWS AND IN THE FOLLOWING SEQUENCE:

1. SHAPE THE SUBGRADE TO WITHIN 0.2 FEET OF THE PLAN SUBGRADE ELEVATION.

2. EXCAVATE AND REPLACE UNSUITABLE SUBGRADE BEFORE PROOF ROLLING. THE EXCAVATION LIMITS ARE SHOWN AND LABELED ON THE

CROSS SECTIONS AS UNSUITABLE SUBGRADE. UNSUITABLE SUBGRADE INCLUDES UNSUITABLE SOIL (A-4B, A-2-5, A-5, A-7-5, AND SOIL WITH

A LIQUID LIMIT GREATER THAN 65) AND ANY COAL, SHALE, OR ROCK WHICH NEEDS TO BE REMOVED ACCORDING TO ODOT CMS 204.05.

IF THERE IS UNSUITABLE SUBGRADE IN A SHALLOW FILL LOCATION, EXCAVATE AND REPLACE THE UNSUITABLE SUBGRADE BEFORE

CONSTRUCTING THE SHALLOW FILL AND SHAPING THE SUBGRADE.

3. COMPACT THE SUBGRADE ACCORDING TO ODOT CMS 204.03.

4. APPROXIMATE LIMITS FOR EXCAVATION OF UNSTABLE SUBGRADE ARE SHOWN AND LABELED ON THE CROSS SECTIONS AS UNSTABLE

SUBGRADE. THE ENGINEER WILL IDENTIFY THE ACTUAL LIMITS OF EXCAVATION FOR UNSTABLE SUBGRADE BASED ON THE PROOF ROLLING

RESULTS AND VISUAL OBSERVATIONS.

PROOF ROLL THE COMPACTED SUBGRADE ACCORDING TO ODOT CMS 204.06.

5. EXCAVATE UNSTABLE SUBGRADE AS DIRECTED BY THE ENGINEER AND STABILIZE BY REPLACING WITH THE SPECIFIED MATERIALS

ACCORDING TO ODOT CMS 204.07. EXCAVATIONS WILL EXTEND 18 INCHES BEYOND THE EDGE OF THE SURFACE OF THE PAVEMENT, PAVED

SHOULDERS, OR PAVED MEDIANS.

6. PROOF ROLL THE STABILIZED AREAS ACCORDING TO ODOT CMS 204.06 TO VERIFY STABILITY.

7. FINE GRADE THE SUBGRADE TO THE SPECIFIED GRADE.

THE QUANTITIES FOR EXCAVATING THE UNSUITABLE SUBGRADE AND UNSTABLE SUBGRADE ARE BOTH PAID UNDER ITEM 204 EXCAVATION OF

SUBGRADE.

PAVING AT RAILROAD CROSSING

WORK THE CROWN OUT OF THE PROPOSED PAVEMENT ON EACH SIDE OF THE RAILROAD CROSSING, BEGINNING 50 FEET FROM THE NEAREST

RAIL, BY RAISING THE EDGES OF THE NEW PAVEMENT TO MEET THE PLATFORM ELEVATION.

CONTRACTION AND/OR EXPANSION JOINTS

ALTHOUGH SPECIFIC LOCATIONS OF CERTAIN CONTRACTION AND EXPANSION JOINTS HAVE BEEN DETAILED ON THIS PLAN, NO WAIVER OF THE

SPECIFICATIONS IS INTENDED. IN ALL CASES, THE PROVISION OF EXPANSION JOINTS AT ALL MAJOR STRUCTURES INCLUDING THE MAXIMUM

SPACING BETWEEN CONTRACTION JOINTS IS IN ACCORDANCE WITH STANDARD CONSTRUCTION DRAWING BP-2.2 AND THE SPECIFICATIONS.

CONTRACTION JOINTS IN CONCRETE PAVEMENT OR BASE WIDENING

WHERE NEW CONCRETE IS PLACED ADJACENT TO EXISTING CONCRETE, PROVIDE CONTRACTION JOINTS IN THE NEW CONCRETE TO FORM

CONTINUOUS JOINTS WITH THOSE IN THE EXISTING CONCRETE.

THE MAXIMUM DISTANCE BETWEEN THE JOINTS IN THE NEW CONCRETE ARE IN ACCORDANCE WITH STANDARD CONSTRUCTION DRAWING BP-2.2, IF NECESSARY, ADDITIONAL JOINTS MAY BE PROVIDED IN THE NEW CONCRETE AT APPROXIMATELY EQUAL INTERVALS BETWEEN EXISTING

JOINTS THAT EXCEED THE MAXIMUM SPACING.

WHERE NEW CONCRETE IS PLACED ADJACENT TO AND TIED TO EXISTING CONCRETE, THE CONTRACTION JOINT SPACING REQUIRED IN

STANDARD CONSTRUCTION DRAWING BP-2.2 WILL BE WAIVED. CONSTRUCT CONTRACTION JOINTS IN THE NEW CONCRETE PAVEMENT TO FORM

A CONTINUOUS LINE WITH ALL CONTRACTION JOINTS IN THE EXISTING CONCRETE PAVEMENT. INSTALL EXPANSION JOINTS IN THE NEW

CONCRETE PAVEMENT TO FORM A CONTINUOUS LINE WITH ALL EXPANSION JOINTS IN THE EXISTING CONCRETE PAVEMENT.

SIZE: ANSI D

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#W91364-12-D-0003

FILE: G-003-004 GENERAL NOTES.dwg

0F

AUTHORIZED

DATE REVISION MADE

BY

DATE: 06-09-17

DES BY:

SCALE:

CAMP RAVENNA JOINT MILITARY TRAINING CENTER

RAVENNA, OHIO

MICHAEL BAKER INTL.

100 AIRSIDE DRIVE

MOON TOWNSHIP, PA 15108

AS NOTED

ITAM TRAINING AREA IMPROVEMENT AND TRAIL CREATION

WDN

MJL

SMS

GENERAL NOTES

G-004

CULVERTS

1. REINFORCED CONCRETE CIRCULAR PIPE (RCP) SHALL BE PROVIDED IN ACCORDANCE WITH ODOT CMS 706.02.

2. ALL RCP PIPES SHALL BE TYPE A CONDUIT (ODOT CMS 611.02).

3. ALL RCP PIPES SHALL HAVE A CLASS III D-LOAD RATING UNLESS OTHERWISE INDICATED IN THE PLANS (ODOT CMS 706.02).

4. CULVERTS SHALL HAVE A STANDARD TYPE 2 INSTALLATION, PER ASCE 15-98 AND IN ACCORDANCE WITH ODOT CMS 611.

REVIEW OF DRAINAGE FACILITIES

BEFORE ANY WORK IS STARTED ON THE PROJECT AND AGAIN BEFORE FINAL ACCEPTANCE BY THE OHIO NATIONAL GUARD, THE STATE, REPRESENTATIVES OF THE STATE AND THE CONTRACTOR, ALONG WITH LOCAL REPRESENTATIVES, SHALL MAKE AN INSPECTION OF ALL

EXISTING SEWERS WHICH ARE TO REMAIN IN SERVICE AND WHICH MAY BE AFFECTED BY THE WORK. THE CONDITION OF THE EXISTING CONDUITS

AND THEIR APPURTENANCE SHALL BE DETERMINED FROM FIELD OBSERVATIONS. RECORDS OF THE INSPECTION SHALL BE KEPT IN WRITING BY

THE STATE.

ALL NEW CONDUITS, INLETS, CATCH BASINS, AND MANHOLES CONSTRUCTED AS A PART OF THE PROJECT SHALL BE FREE OF ALL FOREIGN

MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT WILL BE ACCEPTED BY THE STATE.

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 ENGINEER .

ITEM 511 WINGWALLS OR HEADWALLS FOR 611 ITEMS

FOR ITEMS ODOT CMS 706.05, 706.051, 706.052 AND 706.053 WITH A CAST-IN-PLACE WINGWALL OR HEADWALL A PRECAST ALTERNATIVE MAY BE

FURNISHED PER 602.03. THE PRECAST ALTERNATIVE WILL MEET THE CAST-IN-PLACE STRUCTURAL DESIGN LOADINGS, DESIGN HEIGHT, AND

DESIGN LENGTH DIMENSIONS.

EMERGENCY SPILL RESPONSE AND PETROLEUM, OIL, AND LUBRICANT (POL) MANAGEMENT

1. THE GENERAL CONTRACTOR MUST IMPLEMENT THE LOCAL OHARNG SPILL CONTINGENCY PLAN NOTIFICATION/REPORTING PROCEDURES

UPON DISCOVERY OF A SPILL, LEAK OR OTHER RELEASE TO THE ENVIRONMENT. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING

SPILL RESPONSE AND CLEAN UP ALL SPILLS/LEAKS WITHIN THE PROJECT AREA IMMEDIATELY UPON DISCOVERY. CLEAN UP MUST BE

SATISFACTORY TO THE OHARNG AND/OR THE OHIO EPA OR OTHER REGULATORY AGENCY. WASTES WILL BE MANAGED AS DESCRIBED IN

THE WASTE MANAGEMENT SECTION OF THESE SUPPLEMENTAL CONDITIONS. ANY SPILL OF PETROLEUM PRODUCTS OVER 25 GALLONS, OR A

SPILL OF ANY AMOUNT INTO A BODY OF WATER, MUST BE REPORTED TO THE OHARNG ENVIRONMENTAL OFFICE IMMEDIATELY. ALL OTHER

SPILLS WILL BE REPORTED IN WRITING ON THE OHARNG SPILL REPORT FORM TO THE OHARNG WITHIN 24 HOURS. THE CONTRACTOR WILL

BE PROVIDED WITH A COPY OF THE OHARNG SPILL REPORT FORM AND A POINT OF CONTACT FOR SUBMITTING SUCH

REPORTS/NOTIFICATIONS.

2. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE A SPILL KIT WITH APPROPRIATE ABSORBENTS, PLASTIC BAGS, DRUMS, SHOVELS, AND

OTHER SUPPLIES AND EQUIPMENT SUITABLE TO CLEAN UP ANY RELEASES OR SPILLS FROM THEIR ACTIVITIES.

3. GENERAL CONTRACTOR FUEL PODS / FUEL CANS AND OTHER POL AND LIQUID HAZARDOUS MATERIALS MUST BE IN/ON SECONDARY

CONTAINMENT WITH STORAGE CAPACITY LARGE ENOUGH TO STORE THE CONTENTS OF THE CONTAINERS. RELEASES OF RAIN WATER FROM

SECONDARY CONTAINMENT CAN ONLY BE INITIATED AFTER APPROVAL FROM THE OHARNG ENVIRONMENTAL OFFICE AND AFTER INSPECTION

AND VERIFICATION/ABSORPTION OF ALL POL AND/OR OTHER CONTAMINANTS IN THE WATER BY THE CONTRACTOR. DISCHARGE OF POL OR

OTHER CONTAMINANTS/POLLUTANTS FROM SECONDARY CONTAINMENT IS NOT PERMITTED. AT MINIMUM, DISCHARGING THROUGH AN OIL

ONLY BOOM/FILTER OR AN OIL ABSORPTION FILTER BAG IS REQUIRED. IF THE CONTRACTOR CANNOT SHOW PROOF OF LACK OF

CONTAMINANTS, THE WATER WILL NEED TO BE SAMPLED AND CHARACTERIZE TO DETERMINE THE PROPER DISCHARGE/DISPOSAL METHOD.

THE CONTRACTOR WILL DOCUMENT ALL DISCHARGES/DISPOSAL FROM SECONDARY CONTAINMENTS TO INCLUDE NAME AND SIGNATURE OF

PERSON CONDUCTING DISCHARGE/DISPOSAL, DATE OF DISCHARGE/DISPOSAL, VOLUME DISCHARGED/DISPOSED, METHOD OF

DISCHARGE/DISPOSAL, METHOD OF DETERMINING WATER WAS CLEAN TO DISCHARGE (ANALYTICAL RESULT IF APPLICABLE), AND A

STATEMENT THAT ANY DISCHARGE DID NOT CONTAIN POL OR OTHER CONTAMINANTS. DISCHARGES FROM SECONDARY CONTAINMENT WILL

BE ADDRESSED IN THE ENVIRONMENTAL WORK PLAN.

HAZARDOUS WASTE, OTHER WASTE AND RECYCLING

1. HAZARDOUS WASTE GENERATED BY ANY CONTRACTOR WORKING ON OHARNG PROJECTS COUNTS TOWARD THE OHARNG MONTHLY

GENERATION TOTAL AND IS AN OHARNG WASTE. THE CONTRACTOR IS RESPONSIBLE FOR MINIMIZING ALL WASTE GENERATION FROM

OHARNG PROJECTS AND FOR PROPERLY MANAGING ALL WASTES GENERATED FROM OHARNG PROJECTS IN ACCORDANCE WITH THE OHIO

ARMY NATIONAL GUARD WASTE MANAGEMENT GUIDELINES. WASTE GENERATED FROM OHARNG PROJECTS CONDUCTED AT CAMP

RAVENNA MUST BE MANAGED IN ACCORDANCE WITH THE CAMP RAVENNA WASTE MANAGEMENT GUIDELINES. WASTE WILL BE MANAGED IN

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATES, U.S. ARMY, NGB AND OHARNG REGULATIONS AND REQUIREMENTS. OHARNG SITES

MAY HAVE SPECIFIC HAZARDOUS WASTE INFORMATION / MANAGEMENT GUIDELINES THAT MUST BE FOLLOWED TO ENSURE COMPLIANCE

WITH APPLICABLE REGULATIONS AND REQUIREMENTS. THE CONTRACTOR MUST INCLUDE HAZARDOUS WASTE MANAGEMENT IN THEIR

ENVIRONMENTAL WORK PLAN AND COORDINATE ALL HAZARDOUS WASTE GENERATION AND MANAGEMENT ACTIVITIES WITH THE OHARNG

ENVIRONMENTAL OFFICE PRIOR TO BEGINNING WORK.

2. ALL CONTRACTOR ARE RESPONSIBLE FOR CHARACTERIZING ALL WASTE GENERATED FROM A PROJECT AND NOTIFYING THE OHARNG OF

ALL WASTE STREAMS, MANAGEMENT METHODOLOGY, AND DISPOSAL METHODS PRIOR TO BEGINNING WORK. IF AN ALTERNATIVE PRACTICE

IS AVAILABLE THAT WILL ELIMINATE OR MINIMIZE HAZARDOUS WASTE GENERATION, THE CONTRACTOR IS REQUIRED TO IMPLEMENT SUCH

PRACTICE (E.G. USING DRY ICE INSTEAD OF SAND TO SAND BLAST LEAD BASED PAINT AND MINIMIZE LEAD WASTE).

3. ALL CONTRACTORS ARE RESPONSIBLE FOR PROPERLY LABELING, STORING, AND INSPECTING NON-HAZARDOUS AND HAZARDOUS WASTE

STORED AT THE PROJECT SITE PENDING DISPOSAL. ALL CONTAINERS ON THE PROJECT SITE WILL BE LABELED AS TO THE CONTENTS, WHETHER WASTE…