Pine Creek Road RESURFACING.pdf
PDF 2 MB Posted
- Solicitation number
- 12970224R0059
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of drawings and notes related to the Pine Creek Road Resurfacing project to be conducted on the Cleveland National Forest. The project involves pulverization and reconditioning of the existing road surface, placement of new hot mix asphalt (HMA) pavement, installation of rolling dips, and other safety and access improvements. The work is to be performed in compliance with Forest Service Supplemental Specifications (FSSS) and Standard Specifications for Roads and Bridges on Federal Highway Projects FP-14. The period of performance is 45 days from the notice to proceed. The related federal contract opportunity is for the Pine Creek Road Comprehensive Resurfacing And Safety Improvements project, with a Solicitation Number of 12970224R0059. The purpose is to replace the aged and broken HMA on Pine Creek Road to improve public traffic safety, fire management access, and recreational use.
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Other files
| File | Type | Posted |
|---|---|---|
| Pine Creek Road Resurfacing Presolicitation Notice.docx | DOCX document |
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Text version
PROJECT SITE
San Diego
CLEVELAND NATIONAL FOREST
PROJECT LOCATION
SHEET OF
United States Department of Agriculture Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 TITLE SHEET 6/10/2024
G-02 SITE MAP 6/10/2024
G-03 NOTES 6/10/2024
C-01 CROSS SECTIONS TYPICAL 6/10/2024
C-02 ROLLING DIP TYPICAL 6/10/2024
DRIVING DIRECTION (TOTAL 28.5 MI.): FROM DESCANSO RANGER STATION AT 3348 ALPINE BLVD, ALPINE, CA 91901, HEAD EAST ON ALPINE BLVD ROAD FOR 0.5 MI., MERGE ONTO AND FOLLOW I-8 FOR 13 MI., TAKE EXIT 47, TURN LEFT ONTO OLD HWY 80 0.2 MI.AND
CONTINUE ON SUNRISE HWY FOR 14.2 MI. , DESTINATION WILL BE ON THE LEFT.
RECOMMENDED BY:
APPROVED:
DESIGNER DATE
FOREST SUPERVISOR DATE
FOREST ENGINEER DATE
DISTRICT RANGER DATE
6/1 6/2
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R05 PACIFIC SOUTHWEST REGION
CLEVELAND NATIONAL FOREST
SAN DIEGO COUNTY
CALIFORNIA
PINE CREEK ROAD (14S05) RESURFACING
0 1 mi.0.5N
MT LAGUNA
PINE VALLEY
INTERSTATE HIGHWAYS
U.S. HIGHWAYS
OREGON
NEVADA
AR
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N A
MEXICO
C A L I F O
R N I A
P A C I F I C
O C E A
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DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
6/1 6/2
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PACIFIC SOUTHWEST REGION
PINE CREEK ROAD
RESURFACING
CLEVELAND
NATIONAL FOREST
DESCANSO DISTRICT
SITE MAP
6/8/2024
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NOTES:
CONSTRUCTION AND ALL ASSOCIATED ACTIVITIES ARE
STRICTLY LIMITED WITHIN EXISTING ROAD PRISM, THE
CONTRACTOR CAN ONLY USE STAGING/AREAS OR PARKING
APPROVED BY THE CO.
CONSTRUCTION BEST MANAGEMENT PRACTICES APPLY AT ALL
TIME.
0 1 mi.0.5
Brad Aughinbaugh
N
BEGIN
PROJECT
END OF
BASE ITEMS
- BEGIN
OPTION
END OF
OPTION
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E
NOTES:
1. UNLESS SPECIFIED OTHERWISE, FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS
(attached in contract document) AND STANDARD SPECIFICATIONS FOR ROADS AND
BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 APPLY; FP-14 ELECTRONIC VERSION
IS AVAILABLE ON-LINE AT
https://flh.fhwa.dot.gov/resources/specs/fp-14/fp14.pdf
2. WHERE STATE OF CALIFORNIA SPECIFICATIONS ARE REFERRED TO, DOWNLOAD IS
AVAILABLE AT
https://dot.ca.gov/programs/design/2018-ccs-standard-plans-and-standard-specifications
3. THE CONTRACTOR IS RESPONSIBLE FOR WATER.
4. ALL PROJECT GENERATED DEBRIS AND WASTE MATERIAL SHALL BE REMOVED FROM
THE FOREST LAND AND DISPOSED OF LEGALLY BY THE CONTRACTOR.
5. ONLY JMF VERIFIED WITH TEST REPORTS FROM APPROVED LAB TO MEET CALTRANS
TYPE A PG 64 - 16 SHALL BE USED. SEE FP-14 SECTION 403.02 REQUIREMENTS.
6. PROVIDE COPIES OF WEIGHT TICKETS FOR MATERIAL DELIVERED TO THE SITE FROM
COMMERCIAL SOURCES, ONLY USE MATERIAL APPROVED PER SUBMITTAL AND
TRUCK TICKETS SHALL INDICATE APPROVED PRODUCT ID.THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING COUNTY ENCROACHMENT PERMIT FOR WORK AT
INTERSECTION TO SUNRISE HWY S-1.
7. BMPs, FIBER ROLLS SOIL AND SEDIMENT CONTROL INFORMATION:
https://dot.ca.gov/-/media/dot-media/programs/construction/documents/ environmental-compliance/csbmp-may-2017-final.pdf
8. TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2009 VERSION, ELECTRONIC COPY IS
AVAILABLE AT
http://mutcd.fhwa.dot.gov/pdfs/2009r1r2/mutcd2009r1r2edition.pdf13.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE C.O. FOR
APPROVAL PRIOR TO ANY WORK.
9. CARE SHOULD BE TAKEN DURING SAW CUTTING OF EXISTING PAVEMENT TO AVOID
BREAKOUT.
10. QUALITY CONTROL AND TESTING AS REQUIRED BY SPECIFICATIONS ARE THE
CONTRACTOR RESPONSIBILITY, INSPECTIONS CONDUCTED BY FOREST SERVICE
EMPLOYEES ARE FOR THE GOVERNMENT REFERENCE PURPOSES ONLY.
11. THIS IS A PUBLIC WORKS CONTRACT, DAVIS BACON WAGES APPLY.
12. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE C.O. PRIOR
TO THE START OF WORK.
13. WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED
INCIDENTAL TO OTHER PAY ITEMS.
14. THE CONTRACTOR MUST PROVIDE 2 WEEK NOTICE AND SECURE CLEARANCE BEFORE
WORK STARTS AT RESOURCE SENSITIVE AREAS.
15. BEFORE ANY EXCAVATION ACTIVITIES BEGIN, THE CONTRACTOR SHALL CONTACT A
SERVICE TO LOCATE ANY BURIED UTILITIES. USA=1-800-227-2600 , THE NATIONAL
811 NUMBER, OR THE WEBSITE http:/www.call811.com
16. EROSION PREVENTION AND CONTROL DURING OPERATIONS- SET THE MINIMUM
CONSTRUCTION LIMITS NEEDED FOR THE PROJECT AND CONFINE DISTURBANCE
WITHIN THIS AREA. MONITOR & MAINTAIN EROSION CONTROLS (I.E. SILT FENCES,
STRAW WATTLES, ETC) AS NEEDED THROUGH CONSTRUCTION AND REMOVE THEM
ONCE SOURCES OF EROSION ARE ELIMINATED.
17. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF CHAPTERS 10, 11, & 12.2 IN
THEIR ENTIRETY OF "WATER QUALITY MANAGEMENT FOR NATIONAL FOREST
SYSTEM LANDS IN CALIFORNIA BEST MANAGEMENT PRACTICES" DATED SEPTEMBER
2000 http://www.fs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb5362512.pdf
18. EQUIPMENT, FOR THIS PROJECT, IF DRIVEN ON STATE OR COUNTY ROADS SHALL BE
CURRENTLY LICENSED.
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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PINE CREEK ROAD
RESURFACING
CLEVELAND
NATIONAL FOREST
DESCANSO DISTRICT
NOTES
6/8/2024
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Brad Aughinbaugh
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TYP.14'TRAVELED WAY
EXISTING PAVED SURFACE THICKNESS APPROX. 2", AB
APPROX 0 - 3"
VARIABLE
EXISTING FILL SLOPE
CONSTRUCTION LIMITS
TYPICAL EXISTING SECTION (N.T.S.)
VARIES
EXISTING CUT SLOPE WITH DITCH
EXISTING CUT SLOPE W/O DITCH
VARIABLE
EX
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IN
G CUT S
LO
PECONSTRUCTION LIMITS IF DITCH RECONSTRUCTION NOT REQUIRED
EXISTING FILL SLOPE
TYPICAL FINISHED SECTION (N.T.S.)
NOTE: ROADBED RECONDITIONING AND SURFACE PREPARATION SHALL BE APPROVED BY THE CO BEFORE HMA PLACEMENT STARTS.
NEW HMA
MAINTAIN EXISTING SLOPE
PULVERIZATION - ROADBED
RECONDITIONING
SHOULDER
BACKING AS
STAKED
SHOULDER
BACKING AS
STAKED
DRAWING TITLE
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
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PINE CREEK ROAD
RESURFACING
CLEVELAND
NATIONAL FOREST
DESCANSO DISTRICT
CROSS SECTIONS
TYPICAL
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TOP OF RISE
DRAINLINE
TOP OF CUT
TOE OF FILL
OUTSLOPE
DOWN GRADE
TYPICAL ROLLING DIP
ROLLING DIP SECTION TYPICAL
ORIGINAL GRADE LINE
DOWN GRADE
TYPICAL DIMENSIONS FOR REFERENCE, MAINTAIN EXISTING CONFIGURATION UNLESS DIRECTED OTHERWISE:
CROSS-SLOPE OF DRAINLINE: 4% - 6%
ENTIRE LENGTH OF DIP SHALL BE OUTSLOPED 2% TO 4%
SKEW OF DRAINLINE SHALL BE 5-15 DEGREES DOWN GRADE
WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.
INSTRUMENT SHALL BE USED TO DETERMINE LOW POINT
RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET GRADE, NOT SUBGRADE
TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS
FLOW DIRECTION
5' or as staked
2% - 3%
3' or as staked
1'
15' or match Existing
10' or match Existing
CONSTRUCT ARMORED OUTLET WHEN SPECIFIED
15' or match Existing
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
6/1 6/2
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PACIFIC SOUTHWEST REGION
PINE CREEK ROAD
RESURFACING
CLEVELAND
NATIONAL FOREST
DESCANSO DISTRICT
ROLLING DIP TYPICAL
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| Sheets and Views |
| Pine Creek Road RESURFACING-G-01 Title-17x11 EXPANDED |
| Pine Creek Road RESURFACING-G-02 Site Map_17X11 EXPANDED |
| Pine Creek Road RESURFACING-G-03 Notes_17X11 EXPANDED (3) |
| Pine Creek Road RESURFACING-C-01 Cross Section_17X11 EXPANDED |
| Pine Creek Road RESURFACING-C-02 DIP_17X11 EXPANDED |
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