HomeMy WebLinkAboutC800 - Construction Details-C803 - Construction Details.pdfDA
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TRANSVERSE CONTRACTION JOINTS
TOP OF CURB
CURB JOINT DETAIL
MAX. 50'
TRANSVERSE EXPANSION JOINTS
PAVEMENT
*****
*****
BOTTOM OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BY
1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION
JOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE
INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE
INSTALLED AT 5 FOOT MAX. SPACING.
MAX. 50'*****
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE
TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS
(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE
BE LESS THAN 2.5 FEET.
NOTE:
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY
SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF
ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF
ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW
THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF
NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN
STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE
DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND
PROPOSED CITY RIGHT-OF-WAY.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
The Contractor shall be responsible for verifying that all
state highways, city, and county permits have been obtained
by the developer prior to start of construction.
COMPACTED SUBGRADE
1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON
7" COMPACTED #53 BASE ON
3" - 330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON
2" - 220#/SYD. HMA BITUMINOUS INTERMDEDIATE 19.0 mm ON
ASPHALT ALTERNATIVE
FOR COMMERCIAL DRIVE
PER CITY STANDARDS
MONOLETHIC CURB AND WALK
CURB & WALK DETAIL
NO SCALE
SEE PLANS
OF TOTAL THICKNESS OF SLAB @ 6-0" MAX.
REBAR AND WELDED WIRE FABRIC SHOULD BE
STOPPED 2" SHORT OF AN EXPANSION JOINT.
@ 48'-0" MAX. AND @ ENDS OF RADII.
SHALL HAVE 1/2" EXPANSION JOINTS
CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH
18
"
REBAR
3"
2 - #4
NOTES:
6"1.
2.
3.
3"
6"
2" RAD.
3"
6"
CL
R
.
CONTROL JOINT
6"
AGGREGATE SIZE #53
4" OF COMPACTED
6x6 W1.4xW1.4xW.W.F.
1 1/2"
4"
AS INDICATED ON THE DRAWINGS.
PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,
5.
STORM STRUCTURES, AND AT SUCH OTHER POINTS
EACH FINISHING OPERATON.
4.
OF SIDEWALKS SHOULD BE HAND-TOOLED AFTER
CONTROL JOINTS, EXPANSION JOINTS AND EDGES4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE