J-5_Drawings.pdf

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CEDAR CITY CONCRETE HELIPAD
Solicitation number
1284N819Q0048
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PROJECT LOCATION

AutoCAD SHX Text THE PROJECT IS LOCATED ON THE CEDAR CITY AIRPORT IN IRON COUNTY, UTAH, IN T36S SEC4 R11W. IT IS LOCATED APPROXIMATELY 3.7 MILES NORTH WEST FROM THE CORNER OF MAIN ST. AND CENTER ST.. THE PROJECT MAY BE ACCESSED FROM AIRPORT ROAD. THE PROJECT LOCATION IS APPROXIMATELY AT 5,622 FEET IN ELEVATION. THE PROJECT SITE MAY BE ACCESSIBLE BETWEEN THE MONTHS OF APRIL AND NOVEMBER.

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PROJECT DESCRIPTION

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THE PROJECT WILL CONSIST OF THE CONSTRUCTING OF A TYPE ONE HELIPAD.

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CEDAR CITY, UT

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NO SCALE

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HELIPAD LOCATION

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PROPOSED LOCATION

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FIXED WING PARKING

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FUEL FARM

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AutoCAD SHX Text U. S. Department of Agriculture

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FOREST SERVICE

AutoCAD SHX Text Intermountain Region 4 Engineering

AutoCAD SHX Text Y:\IIC Interns\Kolby Lloyd\Cedar City Helipad\AUTOCAD CORRECT\CEDARCITYHELIPADdwg.dwg

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DIRECTOR, ENGINEERING

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S. O'NEIL

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KOLBY LLOYD

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S. O'NEIL

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KOLBY LLOYD

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DIXIE NATIONAL FOREST

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VICINITY MAP

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TYPE ONE HELIPAD

CEDAR CITY AIRPORT

NOTES:

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1. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND. NOTIFY THE CONTRACTING OFFICER. 2. WORK TO BE COMPLETED BY THE CONTRACTOR SHALL WORK TO BE COMPLETED BY THE CONTRACTOR SHALL CONSIST OF CONSTRUCTING A TYPE ONE HELIPAD. 3. CONTROL POINT WILL BE MARKED OUT BY CONTRACTING CONTROL POINT WILL BE MARKED OUT BY CONTRACTING OFFICER.

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EARTH AGGREGATE ASPHALT CONCRETE

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LEDGEND:

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SCALE IN FEET

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SAFETY AREA

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FINAL APPROACH AND TAKEOFF (FATO)

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TOUCHDOWN AND LIFTOFF AREA (TLOF)

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TLOF FINISH ELEVATION TO BE 5542.78 ±.5'

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TLOF FINISH ELEVATION TO BE 5542.06 ±.5'

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ACCESS ROAD

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ACCESS ROAD

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EXISTING ROAD

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EXISTING FIXED WING PARKING

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SHOULDER

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FOREST SERVICE

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DIRECTOR, ENGINEERING

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S. O'NEIL

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KOLBY LLOYD

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S. O'NEIL

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KOLBY LLOYD

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DIXIE NATIONAL FOREST

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SITE PLAN OVERVIEW

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TYPE ONE HELIPAD

CEDAR CITY AIRPORT

8" CONCRETE PAD.

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TLOF DETAIL

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NOT TO SCALE

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COMPACTED EXISTING GROUND

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9" COMPACTED CRUSHED AGGREGATE

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-1% GRADE

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-3% GRADE

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-1.5% GRADE

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2:1 GRADE MAX

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NOTES:

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SAFETY AREA

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FATO

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TLOF

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HELIPAD SECTION VIEW

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NOT TO SCALE

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HELIPAD PLAN VIEW VIEW

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REINFORCED CONCRETE PAD SEE TLOF DETAIL

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FOREST SERVICE

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DIRECTOR, ENGINEERING

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S. O'NEIL

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KOLBY LLOYD

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S. O'NEIL

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KOLBY LLOYD

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DIXIE NATIONAL FOREST

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HELIPAD AREA DETAIL

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TYPE ONE HELIPAD

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CEDAR CITY AIRPORT

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REINFORCED CONCRETE PAD.

AutoCAD SHX Text CONCRETE JOINTS 1. MAXIMUM SPACING OF CONTRACTION JOINTS SHALL BE 10 FEET ON CENTER. MAXIMUM SPACING OF CONTRACTION JOINTS SHALL BE 10 FEET ON CENTER. SEE SPECIFICATIONS FOR ADDITIONAL JOINT REQUIREMENTS.

AutoCAD SHX Text 8" DEPTH CONCRETE SLAB W/ #4 REBAR REINFORCING 18" O.C. BOTH WAYS MAINTAIN REBAR SO THAT IT IS SUSPENDED IN CENTER OF CONCRETE PAD

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3" ASPHALT PAD

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8" COMPACTED CRUSHED AGGREGATE

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8" COMPACTED CRUSHED AGGREGATE

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3" ASPHALT PAD

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SHOULDER

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AGGREGATE SHOULDER

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ACCESS ROAD

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NOT TO SCALE

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6" AGGREGATE SHOULDER

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8" COMPACTED CRUSHED AGGREGATE

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3" ASPHALT

-2%

-2%

FATO AREA BOARDER NO MARKING

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TDPC MARKING SEE NOTE 1&4

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APPROACH/DEPARTURE SURFACE

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NOTES:

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PAINT INTERIOR OF "H" WHITE

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IDENTIFICATION SYMBOL SEE DETAIL C.

AutoCAD SHX Text GENERAL: 1. ORIENT THE "H" ON THE AXIS OF PREFERRED APPROACH/DEPARTURE ORIENT THE "H" ON THE AXIS OF PREFERRED APPROACH/DEPARTURE SURFACE AS DIRECTED BY THE CONTRACTING OFFICER. 2. TOUCHDOWN POSITION CIRCLE (TDPC) INNER DIAMETER- 44'. DENOTE WITH A TOUCHDOWN POSITION CIRCLE (TDPC) INNER DIAMETER- 44'. DENOTE WITH A 18" WIDE YELLOW LINE. 3. DEFINE THE PERIMETER OF PAVED TLOF WITH A CONTINUOUS, 12-INCH-WIDE, DEFINE THE PERIMETER OF PAVED TLOF WITH A CONTINUOUS, 12-INCH-WIDE, WHITE LINE AS PER DETAIL B. 4. HELIPAD IDENTIFICATION SYMBOL TO BE CENTERED WITHIN TLOF. HELIPAD IDENTIFICATION SYMBOL TO BE CENTERED WITHIN TLOF. LIMITATION "BOX" (SEE DETAIL A.) 5. "54" IN THE UPPER CELL OF LIMITATION 'BOX' INDICATES THE MAXIMUM "54" IN THE UPPER CELL OF LIMITATION 'BOX' INDICATES THE MAXIMUM TAKEOFF WEIGHT (54,000 LBS) OF THE TLOF DESIGN, IN UNITS OF THOUSANDS OF POUNDS. 6. "D99" IN THE LOWER CELL OF LIMITATION 'BOX' INDICATES THE OVERALL "D99" IN THE LOWER CELL OF LIMITATION 'BOX' INDICATES THE OVERALL LENGTH OF THE LARGEST HELICOPTER (99FT) FOR WHICH THE TLOF IS DESIGNED. 7. SEE DETAIL D. FOR FORM AND PROPORTION OF CHARACTERS. SEE DETAIL D. FOR FORM AND PROPORTION OF CHARACTERS. HELIPAD IDENTIFICATION SYMBOL (SEE DETAIL C.) 8. REFERRING TO DETAIL C., ALL DIMENSIONS FOR "H" SYMBOL WILL GO AS FOLLOWS: A. 26.52' 26.52' B. 17.5' 17.5' C. 2.7' 2.7' D. 0.53' 0.53' E. 5.3'

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PAINT BORDER OF "H" YELLOW

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SAFETY AREA BORDER NO MARKING

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* ALL CHARACTERS ARE 36IN TALL AND 18IN WIDE UNLESS OTHERWISE NOTED.

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DIRECTOR, ENGINEERING

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S. O'NEIL

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KOLBY LLOYD

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S. O'NEIL

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KOLBY LLOYD

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DIXIE NATIONAL FOREST

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HELIPAD MARKINGS DETAIL

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TYPE ONE HELIPAD

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CEDAR CITY AIRPORT

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DETAIL D. FORM AND PROPORTION OF CHARACTERS

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DETAIL C. HELIPAD IDENTIFICATION SYMBOL

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DETAIL A. TLOF SIZE/WEIGHT LIMITATION 'BOX'

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DETAIL B. TLOF MARKING

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PAINT BORDER YELLOW

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PAINT CHARACTERS YELLOW

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PAINT BORDER WHITE

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TLOF BOARDER MARKING SEE NOTE 3

LIMITATION 'BOX' SEE DETAIL A AND D

STATIC GROUND

ONLY

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NOTES:

AutoCAD SHX Text MOORING POINTS MOORING POINTS WILL BE CREATED BY EMBEDDING THE MOORING DEVICES IN FRESH PORTLAND CEMENT CONCRETE. THE LAYOUT OF POINTS IS SHOWN IN FIGURE 1.1. THE PREFERRED MOORING POINT SPACING IS L1=L2=W=20'. THE CONSTRUCTION TOLERANCE ON MOORING POINT LOCATION is +/- 2" MOORING POINTS SHOULD BE LOCATED A MINIMUM OF 2FT FROM ANY PAVEMENT EDGE OR JOINT AND SHOULD PROVIDE PROPER COVER FOR THE REINFORCING STEEL. REINFORCING BARS SHOULD BE PLACED AROUND THE MOORING POINTS AS SHOWN IN FIGURE 3.1. THESE #6 REINFORCING BARS SHOULD BE PLACED 3" FROM MOORING DEVICE AND 3" BELOW PAVEMENT SURFACE. THE ENDS OF REINFORCING BARS SHOULD BE PLACED 3" FROM PAVING JOINTS OR EDGES TO PROVIDE COVER. STATIC GROUNDING POINT THE STATIC GROUNDING POINTS WILL BE INSTALLED USING A MINIMUM 10' ROD WITH A CLOSED EYE. THE ROD WILL HAVE A DIAMETER OF NOT LESS THAN " AND THE TOP WILL BE CLOSED FORGED EYE OR A SHEPHERD'S HOOK BEND WITH 34" AND THE TOP WILL BE CLOSED FORGED EYE OR A SHEPHERD'S HOOK BEND WITH CLAMPED SLEEVE, HAVING AN INSIDE DIAMETER OF NOT LESS THAN 1 ". THE ROD MAY BE COPPER, COPPER-CLAD STEEL, 12". THE ROD MAY BE COPPER, COPPER-CLAD STEEL, GALVANIZED STEEL, OR COPPER-ZINC-SILICONE ALLOY. THE STATIC GROUND IS USED ONLY AS A STATIC GROUND, NOT AN ELECTRICAL GROUND. IT IS REQUIRED TO STENCIL THE PAVEMENT NEAR THE STATIC GROUND WITH THE LEGEND "STATIC GROUND ONLY" IN 4" BLOCK LETTERS. (REFER TO FIGURE 4.1) COR WILL DECIDE PLACEMENT AND ORIENTATION OF TEXT.

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MOORING DEVICE (TYPICAL)

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STATIC GROUND POINT

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#6 BARS 4' LONG

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#6 BARS 3' LONG

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MOORING DEVICE

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PAINT CHARACTERS BLACK

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PAINT BACKGROUND YELLOW

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THE BACKGROUND WILL EXTEND 2" BEYOND THE OUTERMOST EDGES OF THE LETTERS

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8" ASPALT

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EXISTING GROUND

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MAKE TOP OF GROUNDING POINT FLUSH WITH TLOF

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* DIMENSIONS: 7 "L 4 "W 6"T 34"L 4 "W 6"T 34"W 6"T * CAST IN DUCTILE IRON 80-55-06 OR EQUAL.

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DIRECTOR, ENGINEERING

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S. O'NEIL

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KOLBY LLOYD

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S. O'NEIL

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KOLBY LLOYD

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DIXIE NATIONAL FOREST

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HELIPAD TIE DOWN DETAIL

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TYPE ONE HELIPAD

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CEDAR CITY AIRPOR

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FIGURE 1.1 MOORING POINT SPACING

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PLAN VIEW

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SECTION VIEW FIGURE 2.1 MOORING DEVICE

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FIGURE 3.1 SLAB REINFORCEMENT FOR MOORING POINT

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FIGURE 4.2 GROUNDING POINT

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FIGURE 4.1 STATIC GROUND MARKING

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CEDARCITYHELIPADdwg
Sheets and Views
CEDARCITYHELIPADdwg-COVER
CEDARCITYHELIPADdwg-VICINITY MAP
CEDARCITYHELIPADdwg-HELIPAD SITE PLAN
CEDARCITYHELIPADdwg-HELIPAD MARKINGS DETAIL
CEDARCITYHELIPADdwg-HELIPAD TIE DOWN DETAIL

COVER - SIGNATURES

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