WWYK143004_CU506.pdf

12"VARIES

(6.80' MAX)

12"

VARIES (8.80' MAX)

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ADD BARS 3 -

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AIRCRAFT TRAFFIC RATED

CAST IRON STORM GRATE

OR SOLID MANHOLE LID AND

FRAME. SEE UTILITY

STRUCTURES TABLES ON

CU600 AND CU601

GRADE GRADE

JET FUEL

RESISTANT

WATERSTOP

TYP ALL SIDES,

CONT

SEE BASE SLAB PLAN FOR REINF

COMPACTED GRANULAR FILL

CONCRETE FILL

#5 @ 12" TOP

#6 @ 12" BOT

#5

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T O

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24" 12" 14.00' MAX - VARIES (SEE UTILITY

STRUCTURE TABLES ON CU600 AND CU601)

12" 24"

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20" MIN12 - #5 V

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TIES @ 5"

SEE SECTION 1 FOR

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12"VARIES (14.00' MAX)12"

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FACE BARS

#6 @ 6" DOWELS EF

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#6 @ 12" V OUTSIDE

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#5 DOWEL @

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#6 @ 12" H-EF

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SEE BASE SLAB

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COMPACTED GRANULAR MATERIAL

PIPE DIA

48" MAX

#6 @ 10"

EW BOT

AIRCRAFT TRAFFIC RATED

CAST IRON STORM GRATE

OR SOLID MANHOLE LID AND

FRAME. SEE UTILITY

STRUCTURES TABLES ON

CU600 AND CU601

Ø m m m m T

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Ø m m m m B

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14.00' MAX - VARIES

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LOCATION POINT

DOUBLE OR SINGLE GRATE

AIRCRAFT RATED CAST IRON

STORM GRATE OR SOLID

MANHOLE LID AND FRAME. SEE

UTILITY STRUCTURES TABLES

ON CU600 AND CU601

BASE SLAB PLAN TOP SLAB PLAN

SECTION 1 SECTION 2

DETAIL G DETAIL F

DETAIL A4

DETAIL F

DETAIL G (MINIMUM

BETWEEN PIPES)

#5 @ 10" TOP

#5 @ 10" BOT

BROOMED FINISH

2 #6 ADD BARS T&B

#6 @ 9"

#6 @ 12"

EW TOP (TYPICAL)

#6 @ 12" EW BOTTOM (TYPICAL)

4"X2" SHEAR KEY

SEE SECTION 1 AND 2 FOR

TYPICAL WALL REINFORCING

AND BASE SLAB PLAN FOR

WALL CORNER ADD BARS

1'-0" 1'-0" 15"

RADIUS

1'-4 3/4"

RADIUS

1' -1

0"

3'-0" cL

1' -0

"1' -6

30" DIAMETER AIRCRAFT

RATED COVER AND FRAME

SCALE: NTS

AIRFIELD MANHOLE FRAME DETAILA4SCALE: NTS

APRON STORM DRAIN STRUCTURE LARGE/MULTIPLE PIPESA1

GENERAL NOTES:

1. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTS AND COMPLY WITH ALL APPLICABLE OSHA REGULATIONS

REINFORCED CONCRETE: PER SPECIFICATIONS.

A. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH 4000 PSI, NORMAL WEIGHT.

3. FORMWORK

A. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE

FORMWORK IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

B. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS, FLOOR DRAINS, AND OTHER EMBEDDED ITEMS

INDICATED ON THE CONTRACT DRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

C. PROVIDE 3/4 INCH CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESS NOTED OTHERWISE.

4. REINFORCING STEEL

A. BARS: ASTM A615M GRADE 420 (ASTM A615, GRADE 60).

B. WELDED WIRE FABRIC: ASTM A185.

C. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT REINFORCED" OR "UNREINFORCED".

D. SUBCONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL

OF STANDARD PRACTICE.

5. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES.

B. CONCRETE EXPOSED TO EARTH OR WEATHER: Ø19 THROUGH Ø36 BARS (#6 THROUGH #11 BARS) - 2 INCHES; Ø16 AND SMALLER BARS

(#5 AND SMALLER BARS), WELDED WIRE FABRIC - 1.5 INCHES.

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: SLABS AND WALLS - 3/4 INCHES; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS - 1.5 INCHES.

6. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALL CONFORM TO THE FOLLOWING PROVISIONS, UNLESS

NOTED OTHERWISE.

A. MINIMUM STRAIGHT EMBEDMENT LENGTHS:

#3 - 11" #6 - 22" #9 - 41" #4 - 15" #7 - 32" #10 - 46" #5 - 18" #8 - 36" #11 - 51" B. MINIMUM LAP SPLICE LENGTHS (mm):

#3 - 14" #6 - 28" #9 - 53" #4 - 19" #7 - 41" #10 - 59" #5 - 24" #8 - 47" #11 - 66"

C. MINIMUM HOOK EMBEDMENT LENGTHS:

#3 - 8" #6 - 15" #9 - 22" #4 - 10" #7 - 17" #10 - 25" #5 - 12" #8 - 19" #11 - 27" D. HORIZONTAL BARS HAVING MORE THAN 12 INCHES OF CONCRETE PLACED BELOW THEM SHALL BE CONSIDERED TOP REINFORCEMENT

AND SHALL HAVE MINIMUM STRAIGHT EMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY NOT LESS THAN 30% OVER THOSE GIVEN

ABOVE.

7. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT ALL INTERSECTING GRADE BEAMS, WALLS, AND CURBS IN

ACCORDANCE WITH THE STANDARD DETAILS ON THE DRAWINGS, UNLESS NOTED OTHERWISE.

8. AIRCRAFT DESIGN LOADS: STRUCTURES NOTED AS AIRCRAFT RATED ARE DESIGNED IN ACCORDANCE WITH AIR FORCE ETL 02-1. ALL PRECAST STRUCTURES SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF OKLAHOMA. CONTRACTOR SHALL SUBMIT STAMPED AND SEALED STRUCTURAL DRAWINGS, DESIGN CALCULATIONS AND WATER PROOFING METHOD FOR APPROVAL PRIOR TO FABRICATION. SEE UTILITY STRUCTURE NOTES ON CU100 FOR AIRCRAFT LOADING, SEE UTILITY STRUCTURES TABLE ON CU600 FOR SIZES, SEE UTILITY PROFILES FOR RIM AND INVERTS.

9. AIRCRAFT RATED FRAME AND COVER 30" MINIMUM DIAMETER, OR AS SHOWN ON PLANS, OPENING SOLID COVER FOR MANHOLES AND

GRATED COVER FOR STORM DRAIN INLETS.

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