1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP
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1 5 INDEX TO SHEETS. NOTES AND TYPICAL SECTIONS. H. R. SMITH RD.CULVERT.3 0/5 END BARRIER ACCESS ROAD REPAIR. KISSIMMEE RD. AT MORGAN HOLE CR. ROAD REPAIR.5 RANGE INFRASTRUCTURE REPAIR N 0 000' 3 0,000' 000',000' 3 5 PROVIDE AND INSTALL mi OS SHELL ROAD CAP MATERIAL, 6' WIDE " DEEP INCLUDING COMPACTION. REPLACE 30 LF OF 59X33 CORRUFATED METAL ARCH CULVERT AND CONCRETE HEADWALLS. PROVIDE RIP RAP ENERGY DISSIPATER. MILL AND OVERLAY BARRIER ACCESS ROAD..0 LOCATION MAP RESTORE ROAD SHOULDERS AND RESURFACE EACH. FIELD VERIFY SIZE AND LENGTH..0
2 PAVING 0'-0" EXISTING: MATCH EXISTING GRADE A B IN-PLACE ASPHALT PAVEMENT (RETAIN) IN-PLACE ROAD BED (RETAIN) COMPACT WASHED AREA CONCRETE END SECTION (RETAIN) C IN-PLACE ASPHALT PAVEMENT (REMOVE/MILL, DEPTH AS REQ'D, " MINIMUM) REQUIRED: A 3 C B 05 END BARRIER SHED ACCESS ROAD STA. +00 TO STA. +80 EXISTING CORRUGATE METAL ARCH PIPE (RETAIN) A B " SHELL ROAD CAP, SPREAD AND " SP.5 ASPHALT FRICTION COURSE LAYER RESTORE ROADWAY/FILL POTHOLES; PROVIDE ROAD MATERIAL AS REQUIRED; REGRADE AND COMPACT -/" ASPHALT LEVELING COURSE LAYER, TO " THICK 3 ASPHALTIC TACK COAT REPAIR BASE LAYER ALONG EDGE OF ROADWAY AS REQUIRED. '-0" () APPROX. 3' ().0%.0% EXISTING GRADE A 3 B KISSIMMEE RD. AT MORGAN HOLE STA TO STA. 5+55± EXISTING VARIES '-0" THRU 6'-0" ± B B C ANDREA LEA ROAD BILLIG ROAD NORTH FENCE ROAD PARISH ROAD DURDEN ROAD EAST FENCE ROAD OLIVER ROAD BLOOD ROAD SOUTH FENCE ROAD RAMSEY ROAD ALEXANDER ROAD FROSTPROOF ROAD EXISTING GRADE VARIES NOTES:. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND SUPERVISION NECESSARY TO REPAIR THE ROADWAYS AS SHOWN IN THE TYPICAL SECTIONS.. THE CONTRACTOR SHALL PROMPTLY SUBMIT PRODUCT DATA TO INCLUDE BUT NOT LIMITED TO ASPHALT MIX MATERIALS. 3. DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR AT LAWFUL CONTRACTOR PROVIDED SITES OFF GOVERNMENT LANDS. DISPOSAL SHALL BE AT A LICENSED CONSTRUCTION AND DEMOLITION DEBRIS LANDFILL. THE CONTRACTOR SHALL PROVIDE THE LANDFILL LICENSE WITH ITS SUBMITTALS IN PHASE I. ADDITIONALLY, THE MANIFEST ASSOCIATED WITH DISPOSAL AT THE LANDFILL MUST BE SUBMITTED AT THE COMPLETION OF THE PROJECT BEFORE CLOSE-OUT.. ACCEPTABLE ASPHALT RESIDUE GENERATED DURING MILLING OPERATIONS MAY BE STORED ONSITE IN PREDETERMINED STORAGE AREAS AT APAFR. MATERIAL WILL BE REVIEWED BY BCE PRIOR TO BEING ACCEPTED FOR STORAGE. ACCEPTABLE MATERIAL SHALL BE APPROXIMATELY -/" OR LESS IN SIZE. NO LARGE CHUNKS WILL BE ACCEPTED. 5. BASE INFORMATION WAS PREPARED FROM AERIAL PHOTOGRAPHY IN CONJUNCTION WITH FIELD MEASUREMENTS. THE DRAWINGS REPRESENT THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS. 6. THE UTILITIES SHOWN IN THE PLAN ARE SCHEMATIC BY NATURE BASED ON FIELD OBSERVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UTILITIES WITH IN THE PROJECT LIMITS. 7. THE CONTRACTOR SHALL SAW CUT AND REMOVE ASPHALT AT TIE-IN LOCATIONS. MAINTAIN A CLEAN AND SMOOTH EDGE FOR TIE-IN TO EXISTING PAVEMENT EDGE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING ALL NEW WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL NEWLY PAVED AREAS SHALL BE CONSTRUCTED SO AS TO DRAIN IN A POSITIVE MANNER AND BE FREE FROM PONDING. 9. THE CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE, LOCAL, AND AIR FORCE REQUIREMENTS AS WELL AS MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS FOR INSTALLATION OF ALL MATERIALS AND CONSTRUCTION, WHICH EVER IS MORE STRINGENT. 0. THE CONTRACTOR SHALL PROVIDE EFFECTIVE BMPS AT ALL TIMES.. THE CONTRACTOR SHALL PROVIDE TYPICAL PLANS AND DETAILS FOR THE INSTALLATION OF CULVERTS, RIP RAP AND GRADING OF DRAINAGE SWALES. NOTES/TYPICAL SECTIONS NOTES AND TYPICAL SECTIONS NOTES AND TYPICAL SECTIONS.
3 ROAD H. R. SMITH EXISTING CORRUGATED METAL ARCH PIPE, 30'-6" OF 59" x 33", FIELD VERIFY DIMENSIONS (REMOVE) EXISTING CONCRETE RETAINING WALL (REMOVE) EXISTING RIP RAP/ CONCRETE RUBBLE (REMOVE & RETAIN FOR REUSE OR TURN OVER TO GOVERNMENT) H. R. SMITH ROAD REQ'D, 3 LF OF 57"x38" MIN. PROVIDE CONCRETE HEADWALL () REFER TO FDOT STANDARD DRAWING # 50, & FOR HEADWALL DETAILS SPECS RIP RAP ENERGY DISSIPATOR () SCHEMATIC ONLY, FIELD VERIFY EXISTING CONDITION PROPOSED CONDITION 6" SHELL CAP FINISH GRADE C L 6" SHELL CAP SUITABLE BACKFILL, REQ'D PIPE GRANULAR BACKFILL, 6" SHELL CAP FINISH GRADE SUITABLE BACKFILL, H. R. SMITH ROAD REQ'D, 3 LF OF 57"x38" MIN. SUITABLE BACKFILL, PROVIDE CONCRETE HEADWALL () REFER TO FDOT STANDARD DRAWING # 50, & FOR HEADWALL DETAILS SPECS H. R. SMITH RD. CULVERT REQ'D ARCH PIPE RIP RAP ENERGY DISSIPATOR () DRAINAGE PLAN " OF STRUCTURAL BACKFILL, " OF STRUCTURAL BACKFILL,. TRENCH CUT DETAILS DRAINAGE SECTION
4 C.L. OF PIPE AT CENTER OF ROAD Bldg.77 EXISTING STORM DRAIN AND CONCRETE HEADWALLS (RETAIN) SITE LOCATION SAWCUT SAWCUT EXISTING ASPHALT WEARING SURFACE (SAWCUT AND REMOVE TO LIMITS SHOWN) REQUIRED ASPHALT WEARING SURFACE APPROXIMATE LIMITS OF ROADWAY SURFACE DAMAGE. ASPHALT SURFACE MATERIAL WASHED OUT. TEMPORARY PATCHED WITH ASPHALT MILLINGS, NO COMPACTION. RESTORE SUB-BASE PRIOR TO APPLYING WEARING SURFACE (SEE SHEET., NOTE 5) LIMITS OF ASPHALT REMOVAL LIMITS OF ASPHALT SURFACE DAMAGE AIRFIELD ACCESS ROAD WOODS RD. 30 LF OF 30" 7 38'.0"N 8 3'0.97"W REPAIR AIRFIELD ACCESS ROAD WOOD ROAD CULVERT 30 LF OF " 7 38'.0"N 8 3'."W 30 LF OF 30" 7 38'0.96"N 8 3'9.8"W 30 LF OF " 7 38'0.7"N 8 '9.5"W WOODS RD. ACCESS ROAD REPAIR, CULVERT.3 WOODS ROAD CULVERT
5 MATCH LINE STA (SEE ABOVE) KISSIMMEE ROAD (ASPHALT) MILL AND OVERLAY ROADWAY PP PRIOR TO RESURFACING, REPAIR BASE LAYER ALONG EDGE OF ROADWAY DAMAGED BY WASHOUT (RETAIN) RIPRAP MORGAN HOLE CREEK PP MORGAN HOLE GAMPGROUND EXISTING 30" RCP W/ CONCRETE HEADWALLS GUY BRIDGE M/H M/H 0+00 EX. POWER POLE RT. BEGIN ASPHALT MILL AND OVERLAY 0+ BEGIN TURN-OUT FOR CAMP GROUND MILL AND OVERLAY ROADWAY PRIOR TO RESURFACING, REPAIR BASE LAYER ALONG EDGE OF ROADWAY AND TURNOUT DAMAGED BY WASHOUT RESURFACE TURNOUT +70 END TURN-OUT FOR CAMP GROUND /.33' RT, BACK OF TURNOUT / 8.83' RT, BACK OF TURNOUT 5+55 ± EX. BRIDGE ABUTMENT END ASPHALT MILL AND OVERLAY RIPRAP EXISTING 30" RCP W/ CONCRETE HEADWALLS OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP ASPHALT PATCH OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP PP MILL AND OVERLAY ROADWAY PRIOR TO RESURFACING, REPAIR BASE LAYER ALONG EDGE OF ROADWAY DAMAGED BY WASHOUT ROAD REPAIR. KISSIMMEE ROAD KISSIMMEE ROAD AT MORGAN HOLE CREEK, ROAD REPAIR MATCH LINE STA (SEE BELOW)
6 C 8 7 B APAFR STORAGE YARDS A KISSIMMEE ROAD STORAGE YARD (50 CY) B SMITH ROAD STORAGE YARD (300 CY) C SMITH ROAD & BRAVO ROAD STORAGE YARD (750 CY) STORM DAMAGE LOCATIONS THRU 53 REFER TO APPENDIX E, RANGE INFRASTRUCTURE REPAIR SCHEDULE N 0 000' 000' 3 LOCATION MAP 6 0,000',000' A 5.5
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