C800 Construction Details-C802DA
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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.
STONE BASE TOEXTEND UNDER CURB
SLOPE: 1/4" / FT.SLOPE: 1/4" / FT.
COMPACTED
SUBGRADE
ROLL CURB & GUTTER
TYPE ISTONE BASE TOEXTEND UNDER CURB
30'-0"
2'-0"13'-0"13'-0"2'-0"
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
DOUBLE WALL, HANCOR HI Q
**
STONE BASE TOEXTEND UNDER CURB
SLOPE: 1/4" / FT.
SLOPE: 1/4" / FT.
COMPACTED
SUBGRADE
ROLL CURB & GUTTERREVERSE LIP
STONE BASE TOEXTEND UNDER CURB
28'-0"
2'-0"
12'-0"12'-0"
2'-0"
*
PER LEGACY PUD
10
"
24"
CLASS A CONCRETE 6-
3
/
4
"
18" RADIUS3" TOP SOIL
COMPACTED
BACKFILL
NOTES:
INTEGEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURVE ALL EXPOSED SURFACES
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION
JOINT EVERY 50' MAXIMUM.
NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE
PASSED AFTER PLACING CONCRETE
SHALL CONFORM TO CITY'S CONCRETE CURB POLICY IN ALL RESPECTS
CONCRETE ROLL CURB & GUTTER
NOT-TO-SCALE
(REVERSE LIP)
GUTTER TO FORMED TO
ENSURE DRAINAGE AWAY
FROM CURB
FLOW
NOT-TO-SCALE
(PRIVATE)
50'-0" I.E.E.
WALK
NOT-TO-SCALE
BROADACRE COURT
ANTIQUITY DRIVE CROSS-SECTION
(PRIVATE)
5'-0"VARIES
44'-0" I.E.E.
WALK
5'-0"VARIES
STONE BASE TOEXTEND UNDER CURB
SLOPE: 1/4" / FT.SLOPE: 1/4" / FT.
COMPACTED
SUBGRADE
ROLL CURB & GUTTERTYPE ISTONE BASE TOEXTEND UNDER CURB
30'-0"
2'-0"13'-0"13'-0"2'-0"
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
DOUBLE WALL, HANCOR HI Q
**
50'-0" I.E.E.
WALK
5'-0"10'
WALK
5'-0"
NOT-TO-SCALE
ALLEY
(PRIVATE)
10'
10'
NOT-TO-SCALE
HALF MOON DRIVE
(PRIVATE)
STONE BASE TOEXTEND UNDER CURB
SLOPE: 0%
COMPACTED
SUBGRADE
ROLL CURB & GUTTERTYPE ISTONE BASE TOEXTEND UNDER CURB
24'-0"
2'-0"10'-0"10'-0"2'-0"
S.S.D. TO BE INSTALLED
UNDER CURB BOTH SIDES
OF STREET
DOUBLE WALL, HANCOR HI Q
**
WALK
5'-0"
SLOPE: 0%
TYPICAL PAVEMENT CROSS-SECTION
BITUMINOUS PAVEMENT
1.5"-165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON
2"-220#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON
3"-330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON
7" COMPACTED AGGREGATE #53 BASE ON
COMPACTED SUBGRADE OR TREATED SUBGRADE
K
SLOPE: 1/4" / FT.SLOPE: 1/4" / FT.
10'
CURBCURB
(ALLEY) OFF STREET PARKING
SSD
DEPRESSED CURB & GUTTER
SECTION S1-S1
NOT-TO-SCALE
SLOPE: 1/4" / FT.SLOPE: 1/4" / FT.
10'
CURBCURB
(ANTIQUITY DRIVE) OFF STREET PARKING
SSD
DEPRESSED CURB & GUTTER
SECTION S2-S2
NOT-TO-SCALE
INCLUDING ALLEY