FJRP159073-C-510-Amd03.pdf

FLOW

CONCRETE MANHOLE

ADAPTER

12" LONG STUB (MIN.)

FLOW

NEW PIPE

S E

E

P

R O

F I L

E

F O

R

I N

V E

R T

E

L E

V

D/2 (6" MIN.)

CORE DRILL NEW

PIPE OPENING

THEORETICAL

TOP OF PIPE

FILL CONCRETE

INV.

ELEV.

EXISTING

MANHOLE

EXISTING

PIPE

NON-SHRINK GROUT

AROUND PIPE

NOTES:

1. CORE CUT SHALL BE MADE WITHOUT SPALLING OR DAMAGE TO THE

EXISTING STRUCTURE.

2. PIPE CONNECTION THROUGH MANHOLE WALL SHALL BE MADE WITH

GROUTING RING GASKET AND NON-SHRINK GROUT.

3. EXISTING INVERT CHANNEL SHALL BE RE-SHAPED TO

ACCOMMODATE NEW INVERT.

SCALE: NTS

PIPE CONNECTION TO EXISTING MANHOLE

C1

M I N

12"

MIN

M I N

STRUCTURAL CONCRETE PLACED

AGAINST UNDISTURBED EARTH

P I P

E

O

D

12"

MIN

SUPPORT PIPE ON SOLID

CONCRETE BLOCKS MIN 12"X12"

PLACE CONCRETE TO

NEAREST JOINT EACH

END OF ENCASEMENT

AS SHOWN ON PROFILE

EXISTING

CONCRETE PAVEMENT

ASPHALT PAVEMENT

REPLACEMENT

CONCRETE PAVEMENT

REPLACEMENT

12"

(TYP)

12"

(TYP)

24"

DOWELS SHALL BE

GROUTED INTO EXISTING

PAVEMENT (12" MIN)

6 X 6 - W4.0 X W4.0 WWF

EXCAVATION LIMITS

BASE

COURSE (6" MIN)

SEE NOTE 3

6" COMPACTED

SUBGRADE

ASPHALTIC

CONCRETE

(2" MIN)

CONCRETE BASE

COURSE (6" MIN)

6" COMPACTED

SUBGRADE

SAW CUT (TYP)

CONCRETE

(6" MIN)

M I N

M I N

V A

R I E

S

FINAL BACKFILL

AS SPECIFIED

SURFACE

TREATMENT

AS SPECIFIED

INITIAL BACKFILL HAND-TAMPED

COMPACTION ABOVE TOP OF PIPE

PIPE EMBEDMENT

MATERIAL AS SPECIFIED

P I P

E

O

D

FINISH GRADE

TRENCH WIDTH

AS SPECIFIED

GRADE CRUSHED AGGREGATE

BASE COURSE (6" MIN)

WARNING

IDENTIFICATION

TAPE (SEE NOTE 3)

NOTES:

1. BOTTOM OF TRENCH AND BEDDING MATERIAL SHALL PROVIDE UNIFORM

LONGITUDINAL SUPPORT FOR BOTTOM SECTION OF PIPE.

2. FINAL BACKFILL UNDER PAVEMENTS MAYBE SUBJECT TO ADDITIONAL

COMPACTION REQUIREMENTS AND TESTING.

3. BURIED WARNING AND IDENTIFICATION TAPE SHALL BE PROVIDED IN

ACCORDANCE WITH SPECIFICATIONS.

4. TRENCH DETAIL IS NOT APPLICABLE TO JET FUEL PIPING. SEE DETAIL C1

ON SHEET C511 FOR FUEL PIPE TRENCH

NOTES:

1. WIDTH OF PAVEMENT REMOVAL SHALL BE MINIMUM 3-FEET EITHER SIDE OF UTILITY CENTERLINE AND TO THE

NEXT PAVEMENT PANEL OR JOINT LIMIT WHENEVER FEASIBLE.

2. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO EXISTING BUT SHALL NOT BE LESS THAN

INDICATED.

3. BASE COURSE SHALL BE PORTLAND CEMENT CONCRETE TO REPLACE EXISTING CONCRETE BASE, AND SHALL

BE ASPHALTIC CONCRETE BASE TO REPLACE ALL OTHER BASE MATERIALS.

4. FULL DEPTH SAWCUTS SHALL BE MADE AROUND THE PERIMETER OF THE AREA TO BE PATCHED AND SHALL BE

MADE AT EXISTING JOINTS AND PERPENDICULAR TO THE PAVEMENT EDGE AND CENTERLINE WHENEVER

FEASIBLE. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT SHALL BE FILLED

WITH AN EPOXY-BASED GROUT MEETING THE REQUIREMENTS OF ASTM C881 TYPE III.

5. EXISTING CONCRETE PAVEMENT SHALL BE SAWCUT AND REMOVED TO NEAREST JOINT TO PREVENT PARTIAL

PANEL REMOVAL.

6. CONCRETE REPLACEMENT PANELS SHALL BE SIZED TO MATCH THE EXISTING CONCRETE PANEL SIZES

WHENEVER FEASIBLE AND SHALL HAVE A MAXIMUM LENGTH/WIDTH RATIO OF 1.25.

NOTE:

1. PIPE SHALL BE SECURELY BRACED VERTICALLY AND HORIZONTALLY

TO PREVENT FLOATATION DURING CONCRETE PLACEMENT

SCALE: NTS

CONCRETE ENCASEMENT

C3

SCALE: NTS

PAVEMENT REMOVAL AND REPLACEMENT

FOR UTILITY TRENCH

A5

SCALE: NTS

UTILITY TRENCH

A1

6" COMPACTED SUBGRADE

(EXISTING MATERIAL)

TACK COAT

V A

R I E

S

M

A X

PIPE EMBEDMENT

MATERIAL BASE SHALL BE INSTALLED ON

COMPACTED BACKFILL AT A MIN. OF

4" ABOVE VALVE FLANGE OR

OPERATOR BODY

SOCKET

1" DIA. COLD ROLLED STEEL OR

1.5" DIA. HEAVY STEEL PIPE

1/4" STEEL GRAVEL SHIELD DIA.

3/4" LESS THAN SHAFT I.D.

SHAFT

OPERATING NUT

WATER PRINTED ON LID

2'

CROWN PAVEMENT

8" THICK CONCRETE

COLLAR

SCALE: NTS

TYPICAL VALVE BOX ASSEMBLY

C4

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

NORTH CAROLINA AIR NATIONAL GUARD

DOUGLAS INTERNATIONAL AIRPORT

CHARLOTTE, NORTH CAROLINA

KANSAS CITY, MISSOURI

ENGINEERS ARCHITECTS & CONSULTANTS

Project No. - FJRP159073

C-17 TYPE III HYDRANT

REFUELING SYSTEM/

RAMP EXPANSION

94893

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11/02/16 D.MUETING

A.DORMAN R.BARUTH

UTILITY DETAILS 2

C-510 0

FJRP159073-CU501.dwg

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