(2) 1/2"x12" DOWELS, OR (3) NO. 4 REINFORCING STEEL SHALL BE DRILLED IN WITH A 5/8" BIT ON EITHER END OF
THE DRIVEWAY AS DIRECTED BY THE ENGINEER.
NOTE NO. 2
CENTER JOINT TO BE USED ON ALL DRIVEWAYS 23' IN WIDTH OR LESS. JOINT SHALL BE A KEYED CONSTRUCTION
JOINT OR CONTRACTION JOINT SCORED, 1/3 THE DEPTH OF THE CONCRETE. JOINT SHALL BE SEALED.
DRIVEWAYS 24' TO 33' IN TOP WIDTH SHALL BE DIVIDED INTO 3 PARTS, DRIVEWAYS 34' AND LARGER SHALL BE
DIVIDED INTO 4 PARTS. WHEN THE DISTANCE IS 9.5' OR OVER, A HORIZONTAL CONTRACTION JOINT SHALL BE
SCORED OR SAWED. JOINT SHALL BE SEALED.
NOTE NO. 3
WHEN THE DISTANCE IS 4' OR OVER USE CONTRACTION JOINT DESCRIBED IN NOTE NO. 2.
NOTE NO. 4
DOWELS SHALL BE SUPPORTED BY AN APPROVED SUPPORT MADE OF NO. 7 AWG WIRE.
NOTE NO. 5
JOINT SHALL BE A CONTRACTION JOINT WITH CURB CUT FULL DEPTH AND THE REMAINER OF THE JOINT CUT 1/3
THE DEPTH OF THE CONCRETE. JOINT SHALL BE SEALED.
A
CROSSWALK TO BE MEASURED
AND PAID FOR AS CONC. DRIVWAY
CONTRACTION JOINTS
KEYWAY
STD. CB. & GT.
PAY DIST. VAR.
SEALED JOINTS
18"
NO JOINT SHOWN
FOR PAY BASIS ONLY
VARIABLE
NOTE NO. 3
6"
10' MIN.
CB
6'
S
NOTE NO. 2
R
U
AS
ME
NOTE NO. 5
NOTE NO. 5
PLAN VIEW
SEE KEYWAY DETAIL
TOP OF CURB VARIABLE SLOPE
6" OR 8"
AD
NOTE NO. 1
A
SLOPE
1/4" PER FT.
6" OR 8"
VARIABLE
NOTE NO. 3
M.C. CUT
&
9. GT
4 R.
LF
AREA
12.07 S.F.
E
NOTE NO. 1
R
M.C. CUT
IU
.&
GTR
.
NOTE NO. 3
.
CB T.
D. IS
ST Y D
PA
File: L:\Municipal Projects\Watford City\Miscellaneous Projects\Standard Details\600-9 Radius Driveway.dwg
NOTE NO. 1
VARIABLE
1"
SECTION A-A
6" CONCRETE WALK
1/2D
1 1/2"
FOR 8" SLAB USE 2"
KEYWAY W/ 1" INSET
3/4"
CITY OF WATFORD CITY, NORTH DAKOTA
PUBLIC WORKS DEPARTMENT
RADIUS DRIVEWAY
KEYWAY DETAIL
APPROVED FOR PUBLICATION
DWG. NO.
600-9
City Engineer
Date