DIKE PROFILES.2.pdf
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- Attached to
- CA FLAP ED CR 147(2) Ice House Road
- Solicitation number
- 6982AF22B000032
About this file
This document contains engineering plans for dike profiles and details for a highway project in California. The plans specify five different dike types ranging from 0.0066 to 0.0293 cubic yards per linear foot, include construction details for cut slopes, backfill, and positioning relative to guardrails. Notes provide guidance on using particular dike types based on slope conditions and pavement types. The related federal contract opportunity is a solicitation from the Federal Highway Administration and Department of Transportation for the CA FLAP ED CR 147(2) Ice House Road project.
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Text version
Var 4:1
ES ES
Var
ES
Var Var
R=1"
R=1" R=1"
R=1"
3"
2"
Var
2" 2"
ES
5%
5%
ES
FL
FL
FLFL FL
ES
3"
ES
TYPE A
ES
TYPE C TYPE D TYPE E TYPE F
See Note 5
CASE C-1 CASE C-2
Cut Slope Cut Slope
CASE R
See Note 2
DIKES
TYPE D AND E BACKFILL DETAILS
CASE F
3’-0"
5"
6"
4"
3’-0"
1’-8"
6"
2’-2"
1’-0"
1’-4"
4"
4"
4:1
SEE NOTE 1
LEVEL LINE
SEE NOTE 1
LEVEL LINE
SEE NOTE 1
LEVEL LINE
SEE NOTE 1
Var CUT SLOPE
SEE NOTE 1
SEE NOTE 4
LEVEL LINE
LEVEL LINE
SEE NOTE 4
SLOPE T
O DRAIN
NO SCALE
NOTES:
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
HOT MIX ASPHALT DIKES
COUNTY ROUTE
POST MILES
TOTAL PROJECT
SHEET TOTAL
SHEETS
PLANS APPROVAL DATE
No.
Exp.
R E
G I
S T
E R
E
D
P
ROFESSIONA
L
E
N G I
N E
E R
S
T A
TE OF CALIF
ORN
IA
REGISTERED CIVIL ENGINEER
Michael Janzen
44788
CIVIL
Dist No.
THE STATE OF CALIFORNIA OR ITS OFFICERS
OR AGENTS SHALL NOT BE RESPONSIBLE FOR
COPIES OF THIS PLAN SHEET.
THE ACCURACY OR COMPLETENESS OF SCANNED
cross slope.
Quantities based on 5%
5.
4.
3.
2.
1.
4"
ES
LINE
LEVEL
:1
:1
5’-0" FOR TYPE D
3’-0" FOR TYPE E
F
E
D
C
A
TYPE
QUANTITIES
DIKE
0.0066
0.0130
0.0293
0.0038
0.0135
PER LINEAR FOOT
CUBIC YARDS
3-31-16
11-17-15
January 15, 2016
See Notes 3 and 5 for hinge point offsets with guardrail.
Standard Plan A77N4 for dike positioning details. See Standard Plan A77N3
Use Type A or F dike, where dike is required with guardrail installations. See
Fill and compact with excavated material to top of dike.
enough width to use Type D or Type E dike.
Type A dike only to be used where restrictive slope conditions do not provide provide enough width for Case F backfill.
Case R applies to retrofit only projects where restrictive conditions do not
OGFC under dike. See project plans for modified dike detail.
dike with no joint at the ES. For projects with OGFC shoulders, do not extend
For HMA shoulders only, extend top layer of HMA placed on the shoulder under
R
V I S
D
S T
A N
D A
D
P L
N
S
P
B
REVISED STANDARD PLAN RSP A87B
DATED OCTOBER 30, 2015 - PAGE 126 OF THE STANDARD PLANS BOOK DATED 2015.
RSP A87B DATED JANUARY 15, 2016 SUPERSEDES STANDARD PLAN A87B
TO ACCOMPANY PLANS DATED
All Rights Reserved c 2016 California Department of Transportation rspa87b
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