Amendment_4_Civil_-_C300_Site_Plan.pdf

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REGISTRATION

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KEY PLAN

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SHEET TITLE

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100% DESIGN SET

Ohio Air National Guard

7370 Minuteman Way

Columbus, Ohio 43217

614.492.4459 tel www.goang.com

AECOM

277 W. Nationwide Blvd.

Columbus, Ohio 43215

614.464.4500 tel www.aecom.com

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Rickenbacker ANG Base, Hangar 885

P#60443615

P#NLZG102008

C h e c k e r D e s i g n e r A p p r o v e r

12.19.2017

I/R DATE DESCRIPTION

PLANSITE

1 ENLARGEMENT 1

1"=10'-0"

C300

0 1 2 40 5 10 20

2 ENLARGEMENT 2

1"=10'-0"

0 1 2 40 5 10 20

C300

C300

4 CHAIN LINK FENCE DETAIL

C300

NOT TO SCALE

AMENDMENT 417 JULY 20181

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AutoCAD SHX Text NOTE: DIMENSIONS OF MECHANICAL UNITS ARE APPROXIMATE. CONTRACTOR TO COORDINATE FINAL SIZE OF MECHANICAL UNIT PADS WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS.

AutoCAD SHX Text NOTE: DIMENSIONS OF MECHANICAL UNITS ARE APPROXIMATE. CONTRACTOR TO COORDINATE FINAL SIZE OF MECHANICAL UNIT PADS WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS.

AutoCAD SHX Text SLOPE PAVEMENT DOWN FROM FINISHED FLOOR ELEVATION TO GRADE AT NO MORE THAN A 2% SLOPE.

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COLUMN LINE J-1

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4.0" O.D. TERMINAL POST

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TENSION BAR

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POST CAP (TYP. ALL POSTS)

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APPROX. GRADE

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3/8" TRUSSROD W/TURNBUCKLE

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FABRIC NO. 9 WIRE 2" MESH

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2.875" LINE POST

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2.875" LINE POST

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1.66" BRACE RAIL AT MID HEIGHT

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TENSION WIRE

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TYP. END PANEL

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NOTE:

AutoCAD SHX Text USE TERMINAL POSTS, TENSION BARS, BRACE RAIL AND TRUSS ROD AT ALL ENDS, CORNERS AND GATES.

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TWISTED SELVAGE TOP AND KNUCKLED BOTTOM

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POSTS ARE TO BE SET IN 3,000 PSI CONCRETE TYPE C. ODOT ITEM 511.

AutoCAD SHX Text NOTES: 1. SLOPE PAVEMENT AT 1% AWAY FORM BUILDING SLOPE PAVEMENT AT 1% AWAY FORM BUILDING 2. SLOPE AT 2% UNTIL MEETING EXISTING GRADE SLOPE AT 2% UNTIL MEETING EXISTING GRADE 3. SLOPE AT 1% UNTIL MEETING EXISTING GRADE SLOPE AT 1% UNTIL MEETING EXISTING GRADE 4. MATCH EXISTING PAVEMENT ELEVATIONS AT LIMIT OF ASPHALT PAVEMENT. MATCH EXISTING PAVEMENT ELEVATIONS AT LIMIT OF ASPHALT PAVEMENT. 5. SLOPE DOWN FROM PROPOSED ELEVATIONS TO EXISTING ELEVATIONS SLOPE DOWN FROM PROPOSED ELEVATIONS TO EXISTING ELEVATIONS 6. MODIFY TRENCH DRAIN AS SHOWN IN DETAIL THIS SHEET MODIFY TRENCH DRAIN AS SHOWN IN DETAIL THIS SHEET 7. PROPOSED MECHANICAL UNIT PADS. SEE STRUCTURAL FOR DETAILS. PROPOSED MECHANICAL UNIT PADS. SEE STRUCTURAL FOR DETAILS. 8. PROPOSED TRANSFORMER AND SWITCHGEAR PADS. SEE STRUCTURAL FOR DETAILS. PROPOSED TRANSFORMER AND SWITCHGEAR PADS. SEE STRUCTURAL FOR DETAILS. 9. PROPOSED CANOPY FOUNDATIONS. SEE STRUCTURAL DRAWINGS. PROPOSED CANOPY FOUNDATIONS. SEE STRUCTURAL DRAWINGS. 10. PROPOSED ASPHALT PAVEMENT. SEE DETAIL THIS SHEET. PROPOSED ASPHALT PAVEMENT. SEE DETAIL THIS SHEET. 11. (3) CONCRETE FILLED STEEL BOLLARDS. SEE DETAIL THIS SHEET. (3) CONCRETE FILLED STEEL BOLLARDS. SEE DETAIL THIS SHEET. 12. 6" PVC PIPE EXTENSION LIMITS 6" PVC PIPE EXTENSION LIMITS 13. 6" PVC PIPE EXTENSION 6" PVC PIPE EXTENSION 14. EXISTING YARD INLET EXISTING YARD INLET 15. CONTRACTOR TO TAKE CARE NOT TO DAMAGE EXISTING SANITARY SEWER MANHOLE. ANY DAMAGE CONTRACTOR TO TAKE CARE NOT TO DAMAGE EXISTING SANITARY SEWER MANHOLE. ANY DAMAGE TO THE MANHOLE IS THE RESPONSIBILITY OF THE CONTRACTOR. 16. EXISTING EDGE OF PERIMETER ROAD. EXISTING EDGE OF PERIMETER ROAD. 17. ASPHALT TO BE " BELOW FINISHED FLOOR ELEVATION AT DOOR. ASPHALT TO BE " BELOW FINISHED FLOOR ELEVATION AT DOOR. 12" BELOW FINISHED FLOOR ELEVATION AT DOOR. 18. 6' HEIGHT CHAIN LINK FENCE WITH TWO 5'-0" GATES ADJACENT TO THE MECHANICAL UNITS. SEE 6' HEIGHT CHAIN LINK FENCE WITH TWO 5'-0" GATES ADJACENT TO THE MECHANICAL UNITS. SEE DETAIL 4 THIS SHEET. 19. TEMPORARY GENERATOR PARKING. SEE SHEET EP101-E KEYNOTE 2 FOR GENERATOR CONNECTION TEMPORARY GENERATOR PARKING. SEE SHEET EP101-E KEYNOTE 2 FOR GENERATOR CONNECTION LOCATION.

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ASPHALT PAVEMENT SEE DETAIL THIS SHEET

AutoCAD SHX Text FILL EXISTING TRENCH DRAIN WITH 4,000 PSI CAST-IN-PACE CONCRETE AROUND PROPOSED PIPE. FINISH LEVEL WITH TOP OF EXISTING TRENCH DRAIN.

AutoCAD SHX Text ADD PVC PIPE MATERIAL ODOT ITEM 611.02 OF EQUAL DIAMETER TO THE EXISTING PIPE TO THE LIMITS SHOWN IN PLAN VIEW

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EXISTING TRENCH DRAIN

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(2) 2" COURSES ODOT ITEM 441 2" COURSES ODOT ITEM 441 SURFACE COURSE(4" TOTAL)

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6" COMPACTED AGGREGATE ODOT ITEM 304

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SCALE:

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TRENCH DRAIN DETAIL

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SCALE:

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ASPHALT PAVEMENT DETAIL

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GROUT FILL PIPE

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GRADE

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6" SCH. 40 STEELSTANDARD WT. CONCRETE FILLED PIPE

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SLOPE FOR DRAINAGE

AutoCAD SHX Text 1,000lb CAPACITY

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(4) #5 VERTICAL WITH (3) #3 TIES 1'-0" DIAMETER

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1" EXPANSION JOINT AROUND BOLLARD

AutoCAD SHX Text YELLOW 7"x60" BOLLARD COVER (GLASS CITY PLASTICS INC. PART NUMBER YGCP760)

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SCALE:

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CONCRETE FILLE STEEL BOLLARD

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4,000 PSI CAST-IN-PLACE CONCRETE

AutoCAD SHX Text GENERAL NOTES: PROVIDE 6" OF TOPSOIL IN ALL DISTURBED AREAS NOT TO BE PAVED. ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED SHALL BE SEEDED AND MULCHED ACCORDING TO ODOT ITEM 659. ASPHALT PAVEMENT SHALL SLOPE AWAY FROM THE BUILDING AT 1% FOR THE FIRST 13'-0". CONTRACTOR TO ENSURE PROPER DRAINAGE OF SURFACE WATER OFF OF PAVEMENT AND INTO EXISTING YARD INLET.

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SURFACE WATER FLOW ARROW

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2" COURSE ODOT ITEM 441 SURFACE COURSE

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ODOT SPECIFICATION ITEMS

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ITEM 304

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AGGREGATE BASE

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ITEM 441

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ASPHALT CONCRETE

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ITEM 611

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PIPE CULVERTS, SEWERS, DRAINS AND DRAINAGE STRUCTURES

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ITEM 659

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SEEDING AND MULCHING

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NORTH

AutoCAD SHX Text CODED NOTES: 1. FULL DEPTH ASPHALT PAVEMENT REMOVAL. FULL DEPTH ASPHALT PAVEMENT REMOVAL. 2. SAWCUT EXISTING ASPHALT PAVEMENT.SAWCUT EXISTING ASPHALT PAVEMENT.

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