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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

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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

SIGNATURE BLOCK

SIGNATURE DATE

FINAL CONSTRUCTION DOCUMENTS

PROJECT LOCATION

PROJECT LOCATION

DEPARTMENT NAME

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TASK ORDER: # 0004

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MICHAEL BAKER INTL.

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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

X

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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CAMP RAVENNA JOINT MILITARY TRAINING CENTER

RAVENNA, OHIO

MICHAEL BAKER INTL.

100 AIRSIDE DRIVE

MOON TOWNSHIP, PA 15108

AS NOTED

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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.

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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 OR OTHERWISE. ALL WASTE STORED ON SITE MUST BE INSPECTED WEEKLY USING THE OHIO ARMY NATIONAL GUARD

WEEKLY NON-HAZARDOUS AND HAZARDOUS WASTE INSPECTION/INVENTORY SHEET.

4. ALL CONTRACTORS ARE RESPONSIBLE FOR PROPERLY COMPLETING ALL WASTE PROFILES, WASTE MANIFESTS, AND SHIPPING

DOCUMENTS (HAZARDOUS AND NON-HAZARDOUS WASTE). SUCH DOCUMENTS WILL BE REVIEWED, APPROVED, AND SIGNED BY THE

OHARNG. NO WASTE MAY LEAVE THE SITE UNTIL THE SHIPPING DOCUMENTS ARE REVIEWED, APPROVED AND SIGNED BY THE OHARNG.

THE CONTRACTOR IS RESPONSIBLE FOR WEIGHING AND DOCUMENTING ALL WASTE MATERIAL (REGULATED, DIVERTED, LANDFILLED)

LEAVING THE SITE. THE CONTRACTOR WILL COMPLETE A CONSTRUCTION/DEMOLITION DIVERSION AND WASTE DISPOSAL FORM AND

PROVIDE SUPPORTING DOCUMENTATION (WEIGHT TICKETS, MANIFESTS ETC.) PRIOR TO FINAL PAYMENT.

5. ALL CONTRACTORS MUST MANAGE USED LAMPS (INCANDESCENT, FLUORESCENT, MERCURY VAPOR, NEON, HIGH PRESSURE SODIUM AND

METAL HALIDE) AND OTHER APPLICABLE WASTES AS UNIVERSAL WASTE IN ACCORDANCE WITH OHIO ADMINISTRATIVE CODE 3745-273-13(D)

AND THE OHIO ENVIRONMENTAL PROTECTION AGENCY'S AUGUST 2011 UNIVERSAL WASTE GUIDELINES. FLUORESCENT LIGHT BALLASTS

CONTAINING PCBS ONLY IN AN INTACT AND NON-LEAKING CAPACITOR MUST BE DISPOSED OF IN ACCORDANCE WITH 40 CFR PART

761.60(B)(2)(II). FLUORESCENT LIGHT BALLASTS CONTAINING PCBS IN THE POTTING MATERIAL MUST BE DISPOSED OF IN ACCORDANCE

WITH 40 CFR PART 761.62. FLUORESCENT LIGHT BALLASTS THAT ARE NOT MARKED SPECIFICALLY AS “NON PCB CONTAINING” MUST BE

TREATED AS PCB CONTAINING BALLASTS. DISPOSITION OF USED LAMPS AND BALLASTS MUST BE NOTED ON THE

CONSTRUCTION/DEMOLITION DIVERSION AND WASTE DISPOSAL FORM AS NOTED IN PARAGRAPH 4 ABOVE.

6. ALL CONTRACTORS ARE REQUIRED TO RECYCLE MATERIALS WHEN POSSIBLE AND PRACTICABLE. RECYCLED MATERIALS MUST BE

TRACKED USING THE CONSTRUCTION/DEMOLITION DIVERSION AND WASTE DISPOSAL FORM. MATERIALS THAT CANNOT BE RECYCLED OR

RE-PURPOSED MUST BE PROPERLY DISPOSED OF AS SOLID WASTE AT AN APPROPRIATE WASTE HANDLING FACILITY. SOLID WASTE MUST

ALSO BE TRACKED USING THE CONSTRUCTION/DEMOLITION DIVERSION AND WASTE DISPOSAL FORM.

7. ALL CONTRACTORS ARE REQUIRED TO UTILIZE QUALIFIED DEFENSE LOGISTICS AGENCY (DLA) WASTE HAULERS AND TREATMENT, STORAGE, AND DISPOSAL FACILITIES (TSDFS) FOR HAZARDOUS WASTE. THE CURRENT QUALIFIED WASTE HAULER AND TSDF LIST CAN BE

VIEWED BY FOLLOWING THE “QUALIFIED FACILITIES” AND “QUALIFIED TRANSPORTERS” LINKS FOUND ON THE DLA DISPOSITION SERVICES'

HAZARDOUS WASTE DISPOSAL HOMEPAGE:

HTTP://WWW.DLA.MIL/DISPOSITIONSERVICES/OFFERS/DISPOSAL/HAZARDOUSWASTE/HAZWASTEDISPOSAL.ASPX

8. GRAY WATER AND OTHER LIQUID WASTES (TO INCLUDE EXTRACTED GROUNDWATER AND WATER FROM DEWATERING) GENERATED BY THE

CONTRACTOR SHALL BE MANAGED IN ACCORDANCE WITH THE WASTE MANAGEMENT GUIDANCE IN THIS SECTION AND APPLICABLE

FEDERAL, STATE, AND LOCAL REGULATIONS. LIQUID WASTE MAY NOT BE DISCHARGED TO THE LAND SURFACE, SURFACE WATER, STORM

DRAIN/DITCH, OR A SANITARY SEWER UNLESS PROPERLY CHARACTERIZED AND DONE IN ACCORDANCE WITH APPLICABLE LAWS AND

APPLICABLE PERMIT CONDITIONS. LIQUID WASTE WILL BE CHARACTERIZED AND PROPER MANAGEMENT AND DISPOSAL METHODS

IDENTIFIED AND IMPLEMENTED. GUIDANCE ON CONSTRUCTION SITE DEWATERING IS PROVIDED IN THE SECTION ON EROSION CONTROL, STORM WATER AND OTHER SURFACE WATER MANAGEMENT.

PESTICIDE USE

1. THE GENERAL CONTRACTOR MUST POSSESS A CURRENT OHIO APPLICATOR LICENSE AS A COMMERCIAL PESTICIDE APPLICATOR CERTIFIED

IN THE APPLICABLE CATEGORIES FOR THE TASKS TO BE PERFORMED. ALL INDIVIDUALS WHO APPLY HERBICIDES AT OHARNG FACILITIES

MUST BE CERTIFIED BY THE STATE OF OHIO IN THE APPROPRIATE CATEGORIES. NON-CERTIFIED INDIVIDUALS MAY NOT MIX OR APPLY

HERBICIDES, TO INCLUDE OPERATING VEHICLE MOUNTED EQUIPMENT, REGARDLESS IF THEY ARE SUPERVISED BY A CERTIFIED INDIVIDUAL

OR NOT.

2. THE CONTRACTOR SHALL COMPLY WITH ALL U.S. ARMY, FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS AND REQUIREMENTS

INCLUDING FOLLOWING ALL LABEL INSTRUCTIONS OF CHEMICALS USED ON SITE. THE CONTRACTOR SHALL SUPPLY HIS PERSONNEL WITH

PERSONAL PROTECTIVE EQUIPMENT AS REQUIRED BY TITLE 10 CFR, OSHA REGULATIONS, AND THE HERBICIDE LABEL(S).

3. THE CONTRACTOR IS RESPONSIBLE FOR SELECTING AND PROVIDING AN APPROPRIATELY LABELED PESTICIDE(S) FOR COMPLETION OF THIS

SOW. PESTICIDES LISTED ON THE OHARNG APPROVED LIST OF PESTICIDES WILL BE USED IF AT ALL POSSIBLE. HERBICIDES CONTAINING

PICLORAM ARE NOT APPROVED FOR USE. THE CONTRACTOR WILL PROVIDE COPIES OF PRODUCT LABELS AND SDSS FOR HERBICIDES

PRIOR TO USE. THE OHARNG WILL APPROVE ALL PESTICIDES BEFORE THEY ARE USED.

4. THE CONTRACTOR IS RESPONSIBLE TO ENSURE HIS/HER APPLICATION EQUIPMENT IS CLEAN, WELL MAINTAINED, CALIBRATED AND IN

PROPER WORKING ORDER WHEN IN USE.

5. THE CONTRACTOR IS REQUIRED TO ENSURE THAT THE LEAST AMOUNT OF CHEMICAL CONSISTENT WITH THE LABEL AND MANUFACTURE

RECOMMENDATIONS NECESSARY TO CONTROL THE TARGET PEST IS USED.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY HANDLE, STORE, AND MIX ALL PESTICIDES BROUGHT ONTO OHARNG

PROPERTY. THE CONTRACTOR IS REQUIRED TO HAVE A SPILL KIT SUITABLE FOR THE TYPES AND AMOUNTS OF PESTICIDES BEING USED.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SAFE AND SECURE STORAGE AND TRANSPORT OF PESTICIDES AND CARRIERS ON/IN

HIS VEHICLE. PESTICIDES AND CARRIES MAY NOT BE STORED ON OHARNG PROPERTY. THEY MUST BE REMOVED AT THE END OF EACH

WORKDAY. ALL EMPTY PESTICIDE CONTAINERS MUST BE DISPOSED OF OFF THE INSTALLATION IN AN APPROVED MANNER.

7. THERE ARE NO PESTICIDE MIXING OR STORAGE FACILITIES AVAILABLE ON OHARNG PROPERTY FOR CONTRACTOR USE. PESTICIDE MIXING

MAY BE DONE AT THE WORK SITE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE REQUIRED WATER OR OTHER CARRIER FOR

MIXING THE PESTICIDES.

8. AS APPLICABLE IN ACCORDANCE WITH THE TYPE OF APPLICATION BEING CONDUCTED, THE CONTRACTOR SHALL COMPLY WITH, AND WILL

CAUSE THE OHARNG TO BE IN COMPLIANCE WITH, ALL APPLICABLE CONDITIONS OF THE CURRENT OHIO ENVIRONMENTAL PROTECTION

AGENCY GENERAL PERMIT AUTHORIZATION TO DISCHARGE PESTICIDES IN, OVER, OR NEAR WATER OF THE STATE UNDER THE NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM. THE CONTRACTOR WILL COMPLETE ALL APPLICATION, MONITORING, REPORTING, AND ANY

OTHER REQUIREMENTS IN THE PERMIT AND WILL CAUSE THE OHARNG TO BE IN COMPLIANCE WITH ALL APPLICABLE PERMIT CONDITIONS.

8.1. THE CONTRACTOR WILL CONDUCT VISUAL MONITORING DURING TREATMENTS TO CONSIST OF SPOT CHECKS IN THE AREA AND

AROUND WHERE PESTICIDES ARE APPLIED LOOKING FOR POSSIBLE ADVERSE INCIDENTS AS DEFINED IN THE CURRENT OHIO EPA

GENERAL PERMIT, CAUSED BY APPLICATION OF PESTICIDES, INCLUDING BUT NOT LIMITED TO THE UNANTICIPATED DEATH OR DISTRESS

OF NON-TARGET ORGANISMS AND DISRUPTION OF WILDLIFE HABITAT, RECREATIONAL OR MUNICIPAL WATER.

8.2. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATELY REPORTING ANY ADVERSE INCIDENTS OR SPILLS TO THE OHARNG AND THE

OHIO EPA. OHIO EPA REPORTING TIME FRAMES AND FORMATS SHALL BE AS SPECIFIED IN OHIO EPA PERMIT. ANY AND ALL REPORTS TO

THE OHIO EPA SHALL BE REVIEWED AND APPROVED AND WILL GO TO THE OHIO EPA THROUGH THE OHARNG. THE ONLY EXCEPTION

WOULD BE THE REQUIREMENT TO REPORT TO THE OHIO EPA A SPILL OR DISCHARGE WHICH MAY ENDANGER HUMAN HEALTH OR THE

ENVIRONMENT BY TELEPHONE (800-282-9378) WITHIN 30 MINUTES OF DISCOVERY.

9. THE CONTRACTOR IS REQUIRED TO PROPERLY COMPLETE THE OHARNG DAILY PEST CONTROL SUMMARY AND ASSOCIATED DD FORM

1532-1 OR EQUIVALENT, IF IN USE. THE OHARNG DAILY PEST CONTROL SUMMARY SHEET CONTAINS INFORMATION REQUIRED BY THE OHIO

PESTICIDE LAW. THIS REPORT MUST BE KEPT ON A DAILY BASIS AND TURNED INTO THE OHARNG WEEKLY WITH ALL REPORTS FOR THE

YEAR DUE NOT LATER THAN 10 SEPTEMBER. THE REPORT MUST BE PROPERLY COMPLETED AS DIRECTED BY THE OHARNG.

10. AS APPLICABLE, THE CONTRACTOR IS REQUIRED TO PROPERLY COMPLETE AND TURN IN TO THE OHARNG THE SUPPLEMENTAL PESTICIDE

APPLICATION REPORT FOR OHIO ENVIRONMENTAL PROTECTION AGENCY GENERAL PERMIT AUTHORIZATION TO DISCHARGE PESTICIDES IN, OVER OR NEAR WATER OF THE STATE. THESE REPORTS WILL BE COMPLETED AND TURNED IN WITH THE DAILY PEST CONTROL SUMMARY

REPORTS.

11. AS APPLICABLE, THE CONTRACTOR WILL SUBMIT COPIES OF ANY/ALL ADVERSE INCIDENT REPORTS; CORRECTIVE ACTION DOCUMENTATION;

AND SPILL, LEAK AND UNPERMITTED DISCHARGE DOCUMENTATION TO THE OHARNG.

ABBREVIATIONS

CMS CONSTRUCTION AND MATERIAL SPECIFICATIONS

DLA DEFENSE LOGISTICS AGENCY

NLEB NORTHERN LONG EARED BAT

NOI NOTICE OF INTENT

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

ODOT OHIO DEPARTMENT OF TRANSPORTATION

OHARNG OHIO ARMY NATIONAL GUARD

RCD ROCK CHECK DAM

SWCD SOIL & WATER CONSERVATION DISTRICT

SWP3 STORMWATER POLLUTION PREVENTION PLAN

TVMA TACTICAL VEHICLE MANEUVER AREA

TVML TACTICAL VEHICLE MANEUVER LANE

DWN BY:

SIZE: ANSI D

GOV. CONTRACT NUMBER

SHEET NO:

M

O O

N P

A C

L b k r m b a k e r c o r p c o m v o l p r o j e c t s O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s V

O

V E

R A

L L

E

X I S

T I N

G

C

O N

D I T

I O

N S d n o t t e d

B y

W

N e i d e r

156220

#W91364-12-D-0003

FILE: V-101-OVERALL EXISTING CONDITIONS.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

X

OVERALL EXISTING CONDITIONS

N

V-101

AutoCAD SHX Text

TASK 5 EXTENTS

AutoCAD SHX Text

TASK 3 & 4 EXTENTS

AutoCAD SHX Text

TASK 1 & 2 EXTENTS

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SIZE: ANSI D

SHEET NO:

I O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s C

T

M

A N

L A

N E

P

L A

N

A

D

R O

F I L E d n o t t e d

B y s t e v e n t a y l o r

156220

#W91364-12-D-0003

FILE: C-123-130_T3_4_MAN.LANE_PLAN AND PROFILE.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

C-126

TASK 3 & 4 TVMA / TVML PLAN AND PROFILE

M A

TC

H

LI

N

E S

TA

.0

TO

8+

.0

M

A

TC

H

LIN

E S

TA

64+

00.0 TO

80+ 00.00

SIZE: ANSI D

SHEET NO:

I O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s C

T

M

A N

L A

N E

P

L A

N

A

D

R O

F I L E d n o t t e d

B y s t e v e n t a y l o r

156220

#W91364-12-D-0003

FILE: C-123-130_T3_4_MAN.LANE_PLAN AND PROFILE.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

C-127

TASK 3 & 4 TVMA / TVML PLAN AND PROFILE

M A

TC

H

LI

N

E S

TA

.0

TO

4+

.0

M

A

TC

H

LIN

E S

TA

80+

00.00 TO

96+ 00.00

CHK BY:

DWN BY:

SIZE: ANSI D

GOV. CONTRACT NUMBER

SHEET NO:

M

O O

N P

A C

L b k r m b a k e r c o r p c o m v o l p r o j e c t s O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s C

T

M

A N

L A

N E

C

U L V

E R

T

P

R O

F I L E

S d n a o t t e d

B y

W

N e i d e r

156220

#W91364-12-D-0003

FILE: C-131-135_T3_4_MAN.LANE_CULVERT PROFILES.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

XC-131

TASK 3 & 4 TVMA / TVML

EXISTING CULVERT PROFILES

MJL

MJL

AutoCAD SHX Text EXISTING CULVERT 1a (24" RCP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2f (24" CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2e (24" CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2d (24" CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2c (24" CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2g (36 CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2h (60 CMP) TO BE REMOVED AND REPLACED

AutoCAD SHX Text EXISTING CULVERT 2b (36" CMP) TO BE REMOVED

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1"=20' HORZ. 1"=20' VERT.

CHK BY:

DWN BY:

SIZE: ANSI D

GOV. CONTRACT NUMBER

SHEET NO:

M

O O

N P

A C

L b k r m b a k e r c o r p c o m v o l p r o j e c t s O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s C

T

M

A N

L A

N E

C

U L V

E R

T

P

R O

F I L E

S d n o t t e d

B y

W

N e i d e r

156220

#W91364-12-D-0003

FILE: C-131-135_T3_4_MAN.LANE_CULVERT PROFILES.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

XC-132

MJL

MJL

TASK 3 & 4 TVMA / TVML

EXISTING CULVERT PROFILES

AutoCAD SHX Text EXISTING CULVERT 2i (36 CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2j (24 CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2k (36 CMP) TO BE REMOVED AND REPLACED

AutoCAD SHX Text EXISTING CULVERT 2l (36 CMP) TO BE REMOVED AND REPLACED

AutoCAD SHX Text EXISTING CULVERT 2m (24 CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2n (15 CMP) TO BE REMOVED

AutoCAD SHX Text EXISTING CULVERT 2o (36" CMP) TO BE REMOVED

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BAKER PROJECT NUMBER

CHK BY:

DWN BY:

SIZE: ANSI D

GOV. CONTRACT NUMBER

SHEET NO:

M

O O

N P

A C

L b k r m b a k e r c o r p c o m v o l p r o j e c t s O h i o

N

G

I D

I Q

T a n k

T r a i l s

C a m p

R a v e n n a D e l i v e r a b l e s D r a w i n g s

C

C i v i l S h e e t

F i l e s C

T

M

A N

L A

N E

C

U L V

E R

T

P

R O

F I L E

S d n o t t e d

B y

W

N e i d e r

156220

#W91364-12-D-0003

FILE: C-131-135_T3_4_MAN.LANE_CULVERT PROFILES.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

XC-133

MJL

MJL

TASK 3 & 4 TVMA / TVML

PROPOSED CULVERT PROFILES

AutoCAD SHX Text 4'x4' SUMP @ ELEV. 1012.0

AutoCAD SHX Text 4'x4' SUMP @ ELEV. 961.25

AutoCAD SHX Text

EXISTING ACCESS ROAD

AutoCAD SHX Text 4'x4' SUMP @ ELEV. 1036.50

AutoCAD SHX Text 4'x4' SUMP @ ELEV. 1046.25

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

EXISTING STREAM

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED CONCRETE TURNING PAD

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED FULL-HEIGHT HEADWALL TYPE A (HW-1.1)

AutoCAD SHX Text

COLLECTION CHANNEL

AutoCAD SHX Text

PROPOSED HALF-HEIGHT HEADWALL (HW-2.2)

AutoCAD SHX Text

15' WIDE TRAIL

AutoCAD SHX Text 1.6%

AutoCAD SHX Text 1.6%

AutoCAD…