C5.4 - CIVIL DETAILS-revised 2012-11-15ft" a k,
5.0' I1
2% MAX. SLOPE TO CURB
6" x 6" W 2.9 x W 2.9 WELDED WIRE
2" GRAVEL, CRUSHED FLAT SHEETS OR #3 BARS @ 1811
ROCK, OR FLEX. BASE O.C.E.W. CENTERED IN SLAB
CONCRETE INTERIOR SIDEWALK SECTION
(NOT TO SCALE)
TABLE I
3/4" CHAMFER
GROUND OR
SIDEWALK
PAVEMENT
DOWEL SIZES AND SPACINGS
THICKNESS=,'�
DIAMETER
LENGTH
SPACING
(IN)
(IN)
(IN
(IN)
AND SCORED METAL PLATE WHERE
METAL PLATE SHALL
SHOWN ON PLANS. SUBMIT SHOP
F
BE BOLTED DOWN —\—
TO SPECIFICATION ITEM 02320
1,
DRAWING FOR APPROVAL
(REMOVABLE BOLTS)
ALONG INITIAL BACKFILL
10'MAXIMUM
10' MAXIMUM
STEEL BRACE 1 3 / 8" O.D.
EQUAL)
A
(NOT TO SCALE)
4 �n
(NOT TO SCALE)
USUAL STREET CONSTRUCTION '16
SEE TYPICAL SECTION.
SECONDARY BACKFILL CONFORMING <
TO SPECIFICATION ITEM 02320
m
CORnER OR F'ILL POST (STEEL)
O.D.
OR EQUAL
FLEX BASE
SUBGRADE
(NOT TO SCALE)
CONTRACTOR SHALL INSTALL 1/4"
JOINT
THICK X WIDTH OF SIDEWALK, PAINTED
SEALANT 114" WIDE (MIN)
AND SCORED METAL PLATE WHERE
METAL PLATE SHALL
SHOWN ON PLANS. SUBMIT SHOP
F
BE BOLTED DOWN —\—
TO SPECIFICATION ITEM 02320
1,
DRAWING FOR APPROVAL
(REMOVABLE BOLTS)
ALONG INITIAL BACKFILL
61
*Bbl-
-------
611
5' MIN.
----------- 61q
EXPANSION JOINT
MIN. 12"
DEPTH OF 114 THE SLAB THICKNESS AT A MINIMUM.
MATERIAL
2.
SAWING OF CONTROL JOINTS SHALL BEGIN AS SOON AS CONCRETE WILL
All%
m ILI
MIN. 6"
NOT RAVEL.
RATIO OF SLAB LENGTH TO WIDTH NOT TO EXCEED 1.25.
6;1
MAX. 2411
REINFORCED
4,
1/10 O.D.
/6'
DOWELLED TO PROMOTE LOAD TRANSFER.
CONCRETE
5.
EXPANSION JOINT MATERIAL TO BE A MINIMUM OF 112" WIDE, FULL SLAB
COMPACTED PAVEMENT
DEPTH, BITUMINOUS FIBER BOARD.
4"
MIN.
ALL EXPANSION JOINTS, CONSTRUCTION JOINTS AND CONTROL JOINTS
4.
&SIDEWALK
CONTROL JOINT DETAIL
APPLIED, ALL JOINTS SHALL BE CLEANED AS RECOMMENDED BY
,y,ARIES
SEALANT MANUFACTURER.
(NOT TO SCALE)
7.
CONSTRUCTION, EXPANSION, AND CONTROL JOINTS SHALL BE LAID OUT
411
ID EWALK
#3 BARS DOWELED
...
•
77-7,7. 7
6" INTO SIDEWALK
A.C.I. 302.69 CODE RECOMMENDATIONS.
AND GRADATION OF CLEAN GRAVEL
8.
@ 12" O.C.
CONTROL JOINT MAY BE SAWED, HAND FORMED OR CREATED BY USE
SUB GRADE FILLER, COST THEREOF TO BE
8.2. CONCRETE PAVEMENT CONTROL JOINTS @ 15--0"
2" SAND CUSHION
INCLUDED IN UNIT BID PRICE FOR "STORM
NO EXPANSION OR CONSTRUCTION JOINT SHOULD BE LOCATED IN
INSURE THAT CONCRETE PAVEMENT MEETS ALL FINISHING
DRAINAGE PIPE".
4" CON CRETE RIP —RAP W/
10.
OPTIONAL DETAIL
SECTION A-A
6 X 6 #10 WELDED WIRE MESH
NO STEEL REINFORCEMENT SHALL EXTEND ACROSS EXPANSION JOINTS.
(NOT TO SCALE)
(NOT TO SCALE)
OR #3 BARS @ 18" O.C•E.W.
FLEX BASE
SUBGRADE
Or V110,40 vill ol oll NUNN
in
0
I
SECTION B-B
SIDEWALK BOX DRAIN DETAIL
m
95
om
I I
CONSTRUCTION JOINT DETAIL
(NOT TO SCALE)
Z�
JOINT
SEALANT 114" WIDE (MIN)
114 SLAB DEPTH (MIN)
INITIAL BACKFILL CONFORMING
2" COVER
VERTICAL TRENCH WALL
TO SPECIFICATION ITEM 02320
1,
DESIGN AND CONSTRUCT CONCRETE PAVING WITH EXPANSION JOINTS,
<7
ALONG INITIAL BACKFILL
4
61
42" PIPE OR
GREATER
'
MIN. 12"
DEPTH OF 114 THE SLAB THICKNESS AT A MINIMUM.
2.
SAWING OF CONTROL JOINTS SHALL BEGIN AS SOON AS CONCRETE WILL
All%
MIN. 6"
NOT RAVEL.
RATIO OF SLAB LENGTH TO WIDTH NOT TO EXCEED 1.25.
1110 O.D.
MAX. 2411
REINFORCED
4,
1/10 O.D.
/6'
DOWELLED TO PROMOTE LOAD TRANSFER.
CONCRETE
5.
EXPANSION JOINT MATERIAL TO BE A MINIMUM OF 112" WIDE, FULL SLAB
COMPACTED PAVEMENT
DEPTH, BITUMINOUS FIBER BOARD.
4"
MIN.
ALL EXPANSION JOINTS, CONSTRUCTION JOINTS AND CONTROL JOINTS
SUBGRADE
TO HAVE BACKER ROD AND ELASTOMERIC JOINT SEALANT MATERIAL
CONTROL JOINT DETAIL
APPLIED, ALL JOINTS SHALL BE CLEANED AS RECOMMENDED BY
,y,ARIES
SEALANT MANUFACTURER.
(NOT TO SCALE)
7.
CONSTRUCTION, EXPANSION, AND CONTROL JOINTS SHALL BE LAID OUT
GRAVEL BEDDING (CONFORMING TO SPEC,
A.C.I. 302.69 CODE RECOMMENDATIONS.
AND GRADATION OF CLEAN GRAVEL
8.
JOINT SPACINGS:
CONTROL JOINT MAY BE SAWED, HAND FORMED OR CREATED BY USE
SUB GRADE FILLER, COST THEREOF TO BE
8.2. CONCRETE PAVEMENT CONTROL JOINTS @ 15--0"
OF PREMO LIE ED FILLER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
INCLUDED IN UNIT BID PRICE FOR "STORM
NO EXPANSION OR CONSTRUCTION JOINT SHOULD BE LOCATED IN
INSURE THAT CONCRETE PAVEMENT MEETS ALL FINISHING
DRAINAGE PIPE".
STORM PIPE BEDDING &
10.
OPTIONAL DETAIL
BACKFILL DETAILS
NO STEEL REINFORCEMENT SHALL EXTEND ACROSS EXPANSION JOINTS.
(NOT TO SCALE)
(NOT TO SCALE)
CEMENT CONCRETE Wl #3 BARS SPACED
18" O.C.E.W. OR 6"x6", W4.OxW4.0 WELDED WIRE MAT
Or V110,40 vill ol oll NUNN
in
0
I
SECTION B-B
SIDEWALK BOX DRAIN DETAIL
m
95
om
I I
CONSTRUCTION JOINT DETAIL
\ x,
SUBGRADE COMPACTED TO 95% MAX 8" FLEXIBLE BASE TYPE A- GRADE 1,
DRY DENSITY, TxDOT TEX-1 14-E) COMPACTED TO 95% MAX DRY DENSITY,
TxDOT TEX-1 13-E (1 LIFT)
GEOGRID (TENSAR TRIAX TX-5 OR APPROVED EQUAL)
PROPOSED LIGHT-DUTY TRAFFIC
PROP 5'SIDEWALK
(LOCATION VARIES,
SEE PLAN)
—ffrtt� -- -- -- --
TYPICAL PARKING SECTION
p/s V14 mm as V0,00 F, t % woo ps voo w,
I GRAPHIC SCALES
3
(NOT TO SCALE)
JOINT
SEALANT 114" WIDE (MIN)
114 SLAB DEPTH (MIN)
NOTES:
2" COVER
1,
DESIGN AND CONSTRUCT CONCRETE PAVING WITH EXPANSION JOINTS,
CONTROL JOINTS AND CONSTRUCTION JOINTS WITH AN AREA NO
61
LARGER THAN 16xl 5'. CONTROL JOINTS TO BE CUT OR FORMED TO A
DEPTH OF 114 THE SLAB THICKNESS AT A MINIMUM.
2.
SAWING OF CONTROL JOINTS SHALL BEGIN AS SOON AS CONCRETE WILL
3.
NOT RAVEL.
RATIO OF SLAB LENGTH TO WIDTH NOT TO EXCEED 1.25.
REINFORCED
4,
ALL LONGITUDINAL AN TRANSVERSE CONSTRUCTION JOINTS SHALL BE
DOWELLED TO PROMOTE LOAD TRANSFER.
CONCRETE
5.
EXPANSION JOINT MATERIAL TO BE A MINIMUM OF 112" WIDE, FULL SLAB
COMPACTED PAVEMENT
DEPTH, BITUMINOUS FIBER BOARD.
6.
ALL EXPANSION JOINTS, CONSTRUCTION JOINTS AND CONTROL JOINTS
SUBGRADE
TO HAVE BACKER ROD AND ELASTOMERIC JOINT SEALANT MATERIAL
CONTROL JOINT DETAIL
APPLIED, ALL JOINTS SHALL BE CLEANED AS RECOMMENDED BY
SEALANT MANUFACTURER.
(NOT TO SCALE)
7.
CONSTRUCTION, EXPANSION, AND CONTROL JOINTS SHALL BE LAID OUT
TO FORM SQUARE PANELS WHERE PRACTICAL BUT NOT TO EXCEED
A.C.I. 302.69 CODE RECOMMENDATIONS.
NOTE:
8.
JOINT SPACINGS:
CONTROL JOINT MAY BE SAWED, HAND FORMED OR CREATED BY USE
8.1. CONCRETE PAVEMENT EXPANSION JOINTS @ 16-0" (75- MAXIMUM)
8.2. CONCRETE PAVEMENT CONTROL JOINTS @ 15--0"
OF PREMO LIE ED FILLER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
9-
NO EXPANSION OR CONSTRUCTION JOINT SHOULD BE LOCATED IN
INSURE THAT CONCRETE PAVEMENT MEETS ALL FINISHING
SEE ES OR DRAINAGE COLLECTION LOCATIONS.
REQUIREMENTS AFTER INSTALLATION OF CONTROL JOINT.
10.
SEE GEOTECHNICAL REPORT FOR FURTHER DETAILS
11.
NO STEEL REINFORCEMENT SHALL EXTEND ACROSS EXPANSION JOINTS.
6" PORTLAND
CEMENT CONCRETE Wl #3 BARS SPACED
18" O.C.E.W. OR 6"x6", W4.OxW4.0 WELDED WIRE MAT
("Dol=DEPTH
OF STEEL - 113 THICKNESS, 2" MIN.)
24
VARIES (0.5% MIN)
6 r1 C C1 —"DIP
VARIES (0.5% MIN)
It if 11111141 1111
zl <
4
<7
\ x,
SUBGRADE COMPACTED TO 95% MAX 8" FLEXIBLE BASE TYPE A- GRADE 1,
DRY DENSITY, TxDOT TEX-1 14-E) COMPACTED TO 95% MAX DRY DENSITY,
TxDOT TEX-1 13-E (1 LIFT)
GEOGRID (TENSAR TRIAX TX-5 OR APPROVED EQUAL)
PROPOSED LIGHT-DUTY TRAFFIC
PROP 5'SIDEWALK
(LOCATION VARIES,
SEE PLAN)
—ffrtt� -- -- -- --
TYPICAL PARKING SECTION
p/s V14 mm as V0,00 F, t % woo ps voo w,
I GRAPHIC SCALES
3