HomeMy WebLinkAbout06070029.192' RO
SIDE
PLACE EXPANSION JOINT
RAMP, AT BACK OF CURB LINE
B B OR AT SIDEWALK LINE
C L C
2' ROLL CURB J
MAX. RAMP SLOPE 1 " /FT. A-J CLASS "A"
CONC.
ISIDEWALK PLAN VIEW
RAMP
PAVEMENT
I
4"
SECTION A -A
CONTRACTION
JOINT (TYP.)
1.
SECTION C -C
VAR. VAR.
WIDTH OF RAMP
SIDEWA K I 4" MIN I
SECTION B -B
TYPICAL SIDEWALK RAMP DETAIL FOR HANDICAPPED
NOTE: WHERE STORM DRAINS CONFLICT WITH
RAMP, RAMPS SHALL BE MOVED TO SIDE OF DRAIN,
6' -0" & 10'-
SLOPE ASPHALT PATH TO 1,0AD
OR TOWARD TOP OF BANK OF DITCH
1 /4 " /FT. MIN.
TYPICAL ASPHALT
PEDESTRIAN PATH X— SECTION
ASPHALT PATH
110# SYD. BITUM SURFACE NO. 11. LV ON
220# SYD. BITUM BINDER NO. 8, LV ON
5" COMPACTED AGGREGATE BASE, SIZE NO. 53 COMPACTED BACKFILL
RESIDENTIAL STREETS ONLY
LIMITS OF FULL DEPTH GRANULAR BACKFILL
SHOULDER, TOPSOIL, SEED w SIDEWALK, TOPSOIL, SEED
OR SOD, AS REQUIRED TO z OR SOD, AS REQUIRED TO
MATCH EXISTING GRANULAR PAVEMENT W TH VARIABLE I GRANULAR 3 MATCH EXISTING
z BACKFILL BACKFILL
SHOULDER SECTION CURB SECTION
PAVEMENT SURFACE
ALL CUTS MADE IN OR UNDER ANY ROAD SURFACE SHALL BE BACKFILLED
WITH B. BORROW WHERE A CUT EITHER TRANSVERSES OR PARALLELS
THE ROAD SURFACE. GRANULAR BACKFILL SHALL BE PLACED IN THAT PORTION
OF THE CUT. THE ENTIRE EXCAVATED AREA WITHIN THE RIGHT -OF WAY.
3" TOPSOIL, SEED OR SOD AS REQUIRED
z TOO MATCH EXISTING
r
(EXISTING GRADE
i
STANDARD FULL DEPTH GRANULAR
BACKFILL DETAILS
NOT -TO -SCALE
24' -0"
,)' Ani I nl iDQ
TOPSOIL
T_
10"
7„ iI,
COMPACTED BACKFILL
4)1 �),! 4"!`
TYPICAL DRIVEWAY CROSS— SEC11ON
1" H.A.C. SURFACE #11
5" H.A.C. BINDER #5D
7" COMPACTED STONE #53
COMPACTED SUBGRADE
PAVEMENT COMPOSITIONS
NOT -TO -SCALE
+�
18"
NO GUTTER IN CURB
SLOPE AWAY FROM CURB
if
COMPACTED SUBGRADE
CONCRETE ROLL CURB NO GUTTER
(TYPE I)
100'
TOP OF CURB
1. .II - T= I' b t : Ih a: I I I ."Al l I ,I 1 II 1 1 1 1 II 1
PAVEMENT -/ BOTTOM BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS \�L/ TRANSVERSE CONTRACTION JOINTS
* * * ** WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION
AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME
LOCATIONS AS IN THE PAVEMENT SLABS. THE CURB AND GUTTER
SHOULD 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
SHOULD BE PLACED AT THE ENDS OF ALL RETURNS AND AT
INTERVALS NOT TO EXCEED 100 FEET. CONTRACTION JOINTS SHOULD
BE INSTALLED AT 20 FOOT SPACING.
CURB JOINT DETAIL
.
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BACK OF CURB
5• -0" MIN. 5' -0" MIN.
GRADED LAWNS
TOP SOIL
III = III =III —I MIN. 4" MIN. 3"
• * BACKFILL I PREPARED SUBGRADE
PROPERTY LINE —
TYPICAL SIDEWALK SECTION
NOT -TO -SCALE
TOP SOIL
* THE SPACE BEHIND THE CURB ';HALL BE FILLED WITH SUITABLE MATERIAL TO THE
REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB , SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
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6' -0" BETWEEN TRANSVERSE
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JOINTS
X
48' -0" BETWEEN EXPANSION JOINTS (MAX.)
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CONCRETE SIDEWALK
NOT -TO -SCALE
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SHEET NO.
C802
JOB NO.4660OS1