C-502_-_Amendment_0001.pdf

'J' DOWEL @ 2 PER

SEAT, FIELD DRILL

FILL WITH EPOXY

ALTERNATE SIDES

1/2" CHAMPHER

2'

1'

40"

(4) #4 CONTINUOUS

3000 PSI CONCRETE

FOOTING

CONCRETE STAIRS (SEE DETAIL 3/C-502)

22"

2"

#4 @ 16" O.C.

40" X 22" X 3" STONE COPING; PROVIDE +/- 1"

OVERHANG WITH DRIP EDGE FOR EACH

SIDE OF WALL. PROVIDE THRU-WALL

FLASHING BETWEEN CAP AND WALL BELOW

- MATCH BUILDING TAN ACCENT COLOR

GENERAL SHALE SENECA BLEND

BRICK TO MATCH BUILDING.

RUNNING BOND

4" WEEP; 10' O.C. USE GRAY PVC PIPE

DO NOT LOCATE WEEPS ON STAIRS

AGGREGATE

FILTER FABRIC

FILTER FABRIC

#5 @ 16" O.C.

+/- 6"PROPOSED

GRADE

20"

4" BRICK LEDGE -

LOCATE 4" MIN.

BELOW FINISHED

GRADE (BOTH

SIDES OF WALL).

#5 @ 12" O.C.10" 10"

18"

CONCRETE CURB AND GUTTER DETAIL

ADA ACCESSIBLE CURB RAMP DETAIL

EXISTING SURFACE

COURSE TO BE MILLED

1.5" AND OVERLAY NEW

SURFACE COURSE

CONTRACTOR SHALL

SAW-CUT EDGE AND

MAKE SURE NO WATER

IS TRAPPED

EXISTING SURFACE

COURSE

EXISTING PAVEMENT

12" MIN.

PROP. BIT. SURFACE

COURSE

PROP. BASE COURSE

EXISTING INTERMEDIATE

ASPHALT CONCRETE

EXISTING BASE - ASPHALT

CONCRETE

MATCH EXISTING CROSS SLOPE

PAVEMENT OVERLAY DETAIL

C-502

CIVIL

CONSTRUCTION DETAILS

A. WILLIAMSON

A. WILLIAMSON

D. DEIBLE

NTS

1. REMOVE A SPADE FULL OF SOIL (APPROXIMATELY 2" DEEP) FROM WHERE THE BASE POST WILL BE LOCATED.

2. DRIVE THE BASE POST IN THE CENTER OF THE HOLE JUST CREATED, TO WITHIN 4" OF GRADE LEVEL.

3. PLACE ONE BOLT AND FLAT WASHER IN THE TOP HOLE OF THE BASE POST. (IF THE TOP HOLE ON THE BASE POST, OR

THE BOLT TO 20 FT. LBS. OF TORQUE. REPEAT THIS PROCESS FOR THE LOWER BOLT.

4. NEST THE TOP POST OVER THE PROTRUDING BOLTS ON THE BASE POST. PLACE A SELF-LOCKING FLANGE NUT ON EACH

BOLT AND TIGHTEN SECURELY TO 20 FT. LBS. OF TORQUE.

5. REPLACE SOIL REMOVED IN STEP 1.

THE BOTTOM HOLE ON THE TOP POST IS LESS THAN 3/4" FROM END OF THE POST USE THE SECOND AND SIXTH HOLES.)

6. IN TRIPLE POST INSTALLATIONS USING 4 LB./FT. POSTS IN WEAK SOIL, A 1'-0"W x 6"H SOIL PLATE IS REQUIRED.

2. THE SILVER ANODIZED BAR SPACER IS FOR USE WITH 2, 2.5 AND 2.75 LB./FT. RIB-BAK POST GRADE SP-80 ONLY.

4. INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

3. THE GOLD ANODIZED BAR SPACER IS FOR USE WITH 3 AND 4 LB./FT. RIB-BAK POST GRADE SP-80 ONLY.

TOP VIEW

STUB

DIRECTION

RECOMMENDED TORQUE VALUES:

BOLTS TO THREADED BAR SPACER

SELF-LOCKING FLANGE NUT TO BOLTS

20 FT. LBS.

20 FT. LBS.

HEIGHT

OF TRAFFIC

3/8" 1"

WITH THE THREADED BAR SPACER ALIGNED WITH TOP HOLE ON THE BACK SIDE OF THE BASE POST, SECURELY TIGHTEN

MAX.

Ø HOLE

O.C.

MAX.7'-0"

7'-0" MIN. (RURAL AREAS)

MIN. (URBAN AREAS)5'-0"

3'-0"

(BRACE NO LONGER THAN

USE BRACING FOR SIGN WIDTH

CURB

ROADWAY

(1) 4 LB./FT.

BASE POST TO BE SAME

WEIGHT PER FOOT AS

TOP POST (4'-6" LENGTH)

RIB-BAK U-CHANNEL SIGN POST

4"

(SEE DETAIL "A")

1. SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE SPECIFICATIONS.

WIDTH OF SIGN)

INSTALLATION PROCEDURE:

FRONT VIEW

DETAIL "A"

RIGHT SIDE VIEW

SIGN MOUNTING DETAIL

CURB TRANSITION

XX XX XX XX

EXPANSION JOINT

1" DIA. X 1'-6" LONG SMOOTH

DOWEL @ 12" O.C. (3 MIN. @ MIDDEPTH)

BUILDING FOUNDATION

REFER TO STRUCTURAL

PLANS FOR DETAILS

COMPACTED SUBGRADE

CONCRETE

SIDEWALK

LEAN CONCRETE FILL

BELOW SIDEWALK AT

BUILDING DOOR LOCATIONS.

EXTEND 2'-0" BEYOND

ENDGE OF DOOR AT EACH

SIDE.

FLOOR SLAB

CONCRETE LANDING DETAIL

4'-0"

42" MIN.

8"

1'-0"

CONCRETE STAIR DETAIL

1'

6"

4"

1 1/2" OUTSIDE DIA SCHEDULE 40 ALUMINUM PIPE

HANDRAIL

#4 AT 12" O.C. DRILL AND EPOXY

GROUT 4" INTO WALL

EXPANSION JOINT

CONCRETE PAVEMENT

6 #5

6 #5

#4 AT 12" O.C. (TYP.)

EACH WAY

6" M

IN

6"

6" M

IN

R= 1/2"

BROOM FINISH

1/8"

2" M

IN

AGGREGATE BASE COURSE

COMPACTED SUBGRADE

6" 1'-6"

#3 TIES @ 12" O.C.

#3 TIES AT 12" O.C.

1'

2'

3'-6" M

IN

(TY

P

1'

2'-10"

18" HIGH WALL BEYOND - DO NOT LOCATE

WEEP HOLES ON STAIRS

STAIR LIGHT CANTERED

ON TREADS BOTH SIDES

OF STAIRS

N.T.S.

4"

R = 3"

1'

EXPANSION JOINT

XX XX XX XX

EXPANSION JOINT

1" DIA. X 1'-6" LONG SMOOTH

DOWEL @ 12" O.C. (3 MIN. @ MIDDEPTH)

BUILDING FOUNDATION

REFER TO STRUCTURAL

PLANS FOR DETAILS

COMPACTED SUBGRADE

CONCRETE SIDEWALK

LEAN CONCRETE FILL

BELOW SIDEWALK AT

BUILDING DOOR LOCATIONS.

EXTEND 2'-0" BEYOND

ENDGE OF DOOR AT EACH

SIDE.

FLOOR SLAB

7A

CONCRETE STOOP DETAIL

4'-0"

42" MIN.

8"

1'-0"

CONCRETE

APRON

14"

EXPANSION JOINT

2A

KNEE WALL DETAIL

N.T.S.

IAINNFCOQUEIAEENTSCI

GEO

GR APH I A E PENE TR AM

US

A I R

N A T I O N A L

GU AR

D

C I V I L

E N G I N E E R

I N G

FJRP

159062

145TH AIRLIFT WING

NORTH CAROLINA AIR NATIONAL GUARD

CHARLOTTE-DOUGLAS IAP, NORTH CAROLINA

SCALE

DESIGNED BY

REVIEWED BY

DATE

AE PROJ. NO.

DRAWN BY

SHEET

PROJECT NO.

NCANG CIVIL ENGINEERING

REVISIONS

INITIALDESCRIPTIONDATEREV

CHARLOTTE-DOUGLAS IAP CHARLOTTE, NORTH CAROLINA

F6W71900

C-17 FLIGHT SIMULATOR TRAINING FACILITY

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08/17/2018

NOTE:

1. PROVIDE A 6" THICK AGGREGATE BASE COURSE BENEATH THE CONCRETE CURB, EXTENDING

6" BEYOND THE EDGE OF THE CURB.

1 4/29/19 AMENDMENT 001 RAC