CalTrans Std A87B - HOT MIX ASPHALT DIKES - USE FOR ALL PAVING IDIQS.pdf
PDF 170 KB Posted
- Attached to
- Naval Facilities Engineering Command Southwest Metro San Diego HubZone Set Aside NAICS 237310 Road Paving
- Solicitation number
- N62473-20-R-0029
About this file
This document contains a standard plan and revised standard plan from the California Department of Transportation for hot mix asphalt dikes of various types and dimensions, along with construction notes. It also includes details for a solicitation from the Naval Facilities Engineering Command Southwest for an indefinite quantity contract to provide road paving repair and replacement services at facilities in the San Diego area. The contract will utilize pre-negotiated labor, material, equipment, overhead, and profit rates for categorized task order line items. Task orders will include any necessary incidental items and overheads for travel, temporary facilities, tools, and other supporting equipment.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| N6247320R0029 Paving IDIQ RFI Answers 033120.pdf | ||
| N62473-20-R-0029 Road Paving Amendment 0001.pdf | ||
| Exhibit F Surety Form.docx | DOCX document | |
| N62473-20-R-0029 RFP.pdf | ||
| Exhibit A - Offeror Team Composition and Management.docx | DOCX document | |
| Exhibit J JOC IDIQ SAMPLE SUBMITTAL REGISTER.docx | DOCX document | |
| Exhibit C - PPQ.docx | DOCX document | |
| CalTrans Std A87A - CURB AND DRIVEWAYS - USE FOR ALL PAVING IDIQS.pdf | ||
| Exhibit H GENERIC UFGS Guides for projects.docx | DOCX document | |
| Exhibit B - Experience - Offeror.docx | DOCX document | |
| SAN DIEGO COUNTY WD 122719.pdf | ||
| Exhibit D Safety Data 123019.docx | DOCX document | |
| FINAL REVISED PAVING ELINS FOR RFP.xlsx | XLSX spreadsheet | |
| Exhibit E Financial Questionnaire.docx | DOCX document | |
| Exhibit G Revised RFI Form.docx | DOCX document | |
| Exhibit X Post-Award-Limitations-on-Subcontracting-Report.docx | DOCX document |
Show all 16
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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
REVISED STANDARD PLAN RSP A87B
TO ACCOMPANY PLANS DATED
cross slope.
Quantities based on 5%
5.
4.
3.
2.
1.
R
V I S
D
S T
A N
D A
D
P L
A N
S
P
B
4"
ES
LINE
LEVEL
:1
:1
5’-0" FOR TYPE D
3’-0" FOR TYPE E
F
E
D
C
TYPE
QUANTITIES
DIKE
0.0066
0.0130
0.0293
0.0038
0.0135
PER LINEAR FOOT
CUBIC YARDS
STANDARD PLAN A87B DATED MAY 20, 2011 - PAGE 120 OF THE STANDARD PLANS BOOK DATED 2010.
RSP A87B DATED JANUARY 15, 2016 SUPERSEDES RSP A87B DATED JULY 19, 2013 AND
11-17-15
See Notes 3 and 5
Standard Plan RSP A77N3 for hinge point offsets with guardrail.
See Revised Standard Plan RSP A77N4 for dike positioning details. See Revised
Use Type A or F dike, where dike is required with guardrail installations.
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
3-31-16
January 15, 2016
All Rights Reserved c 2016 California Department of Transportation
File details come from the government source that posted it. Updated .