Project_Plans.pdf
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- Attached to
- Scotts John Quarry Federal contract opportunity
- Solicitation number
- 129AC718B0001
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| General_Decision_Number_CA180009,_Modification_9.pdf | ||
| 129AC718B0001.pdf | ||
| Project_Specifications.docx | DOCX document |
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PROJECT LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 TITLE SHEET
G-1 SITE PLAN AND GENERAL NOTES
G-2 CROSS SECTION
G-3 ROADBED RECONDITIONING
G-4 TEMPORARY CLOSURE DEVICE
G-5 EXAMPLE CROSS SECTION
FROM REDDING CALIFORNIA - TAKE I-5 SOUTH TOWARDS RED
BLUFF/ SACRAMENTO FOR 29 MILES. TAKE CA-36 TOWARDS
CENTRAL RED BLUFF FOR 2.8 MILES TO CA-99 SOUTH. TAKE CA-99
FOR 37.5 MILES. TAKE EXIT 385 FOR CA-32 TOWARDS CHESTER FOR
42 MILES. TAKE CA-32E FOR 26.8 MILES AND TAKE A RIGHT ONTO
HUMBOLDT RD FOR 11.7 MILES WHERE YOU WILL KEEP RIGHT ON TO
JONESVILLE RD (FSR 26N27) FOR 3.5 MILES. TURN RIGHT ONTO FSR
26N27B. THE PIT IS LOCATED APPROXIMATE 0.4 MILES FROM THIS
INTERSECTION.
RECOMMENDED BY:
APPROVED:
DESIGN ENGINEER
PROJECT ENGINEER DATE
DATE
DISTRICT RANGER DATE
FOREST ENGINEER DATE
SCOTT'S JOHN PIT DEVELOPMENT,
BLASTING AND CRUSHING
California Butte County
LASSEN NATIONAL FOREST
(R5) PACIFIC SOUTHWEST REGION
JONATHAN BERRY Digitally signed by JONATHAN BERRY Date: 2018.04.13 13:58:28 -07'00'
TODD ORANGE Digitally signed by TODD ORANGE Date: 2018.04.13 14:31:10 -07'00'
DANIEL STONE Digitally signed by DANIEL STONE Date: 2018.04.19 14:36:43 -07'00'
BENJAMIN GOODIN
Digitally signed by BENJAMIN
GOODIN
Date: 2018.04.20 09:58:34 -07'00'
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 7/1
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(R5)
PACIFIC SOUTHWEST REGION
SCOTT'S JOHN
GRAVEL PIT
DEVELOPMENT,
BLASTING AND
CRUSHING
LASSEN NATIONAL
FOREST
ALMANOR RANGER DISTRICT
SITE PLAN
03/27/2018
C. JONES
C. JONES
J BERRY
G-1
006002
PIT LOCATION MAP SITE DEVELOPMENT PLAN
REDDING CA - APPROXIMATELY
114 MILES
FUTURE EXCAVATION
3.6 ACRES
INITIAL ENTRY AREA
3.4 ACRES
STOCKPILE
AREA 2.7 ACRES
TOPSOIL STOCKPILE
AGGREGATE STOCKPILE
LOCATION 100' DIAMETER
BASE 80' DIAMETER TOP
TEMPORARY
TRAFFIC CONTROL
LOCATION
GENERAL NOTES
SUMMARY OF WORK
THE WORK CONSIST OF INITIAL PIT ENTRY DEVELOPMENT, BLASTING, AND CRUSHING APPROXIMATELY 25,000 TONS OF SURFACE COURSE AGGREGATE. AGGREGATES WILL BE STOCKPILED FOR
FUTURE USE.
NOTES
1. ALL SPECIFICATIONS REFER TO APPLICABLE SECTIONS OF THE "STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS" (FP-14) AND ATTACHED FOREST SERVICE
SUPPLEMENTAL SPECIFICATIONS (FSSS) FOR CONTRACT SPECIFICATIONS.
2. A FIRE PREVENTION PLAN SHALL BE SUBMITTED AND APPROVED BY THE CO.
3. HOURS OF OPERATIONS WILL BE RESTRICTED TO 0700- 1900.
4. SECTION 105 - A PIT DEVELOPMENT PLAN WILL BE REQUIRED AS PER FP-14 AND FSSS SECTION 105.
5. SECTION 157 - IMPLEMENT EROSION CONTROL MEASURES AT THIS PROJECT SITE
6. SECTION 201 - CLEARING AND GRUBBING WILL BE COMPLETED ON THE INITIAL ENTRY AND STOCK PILE AREAS, THE FUTURE DEVELOPMENT AREA WILL ONLY BE CLEARED OF TIMBER.
7. SECTION 205 - ALL BLASTING SHALL BE PERFORMED BY A STATE CERTIFIED BLASTER AND A BLASTING PLAN SHALL BE SUBMITTED IN ACCORDANCE WITH WITH SECTION 205
AND APPROVED BY THE CO
8. SECTION 314 - CRUSHED AGGREGATE SHALL BE WEIGHED ON A STATE CERTIFIED BELT SCALE. ALL RESULTS SHALL BE FURNISHED TO THE COR AND APPROVED DURING OPERATION. ALL TESTING
AND MEASUREMENTS ARE INCIDENTAL TO PAY ITEM 314. CRUSHED AGGREGATE SHALL MEET GRADATION VALUES FOR GRADING SPECIFICATION G. THIS SITE WILL NOT YIELD PLASTICS AND
ADDITIONAL EFFORTS WILL BE REQUIRED TO PRODUCE FINES. THE CONTRACTOR SHALL IDENTIFY THE METHOD BY WHICH THE SPECIFICATIONS WILL BE MET. MINOR EXCAVATION TO GENERATE
FINES OF THE WORKING AND STOCKPILE AREA (UP TO 2 FT) WILL BE ALLOWED IF PROPER DRAINAGE IS MAINTAINED.
9. SECTION 314 - SITE PREPARATION INCLUDING ACCESS ROAD PREPARATION, SITE LEVELING AND DRAINAGE SHALL BE INCIDENTAL TO THIS PAY ITEM.
COMPLETE CLEARING
AND GRUBBING
CLEARING ONLY
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SURFACE WIDTH = MATCH EXISTING
2% CROWN AT CENTERLINE
DEPTH VARIES- MATCH EXISTING
TYPICAL ROADBED RECONDITIONING
DRAWING TITLE
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 7/1
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(R5)
PACIFIC SOUTHWEST REGION
SCOTT'S JOHN
GRAVEL PIT
DEVELOPMENT,
BLASTING AND
CRUSHING
LASSEN NATIONAL
FOREST
ALMANOR RANGER DISTRICT
ROAD
RECONDITIONING
03/19/2018
C. JONES
C.JONES
J. BERRY
G-3
006004
NOTES
ROADBED RECONDITIONING SHALL BE COMPLETED AS DESIGNATED IN THE FP-14 AND FSSS SECTION 303.
FINISHED SURFACE SHALL MATCH EXISTING ROAD WIDTH.
FINAL SLASH PILING FROM CLEARING AND GRUBBING ACTIVITIES SHALL BE PLACED IN PILES LOCATED AT LEAST TWICE THE PILE HEIGHT AWAY FROM FROM THE OUTER EDGE OF TREE
CROWNS, WITH A MAXIMUM HEIGHT OF 16 FT. BUCK ALL LOGS TO BE PLACED IN PILES IN LENGTHS NOT EXCEEDING 10 FT. ENSURE THAT ALL PILES ARE REASONABLY COMPACT AND FREE
OF OF SOIL TO FACILITATE BURNING. PILES WILL BE BURNED AT A LATER DATE BY FOREST SERVICE PERSONNEL.
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1'-8"
5'-0"
6'-6" MAX.
SANDBAGS FOR
ADDED STABILITY
1'-8"
AS REQUIRED
MIN.
(R11-2 INSTALLED ON A TYPE III BARRICADE.)
LOCATE TYPE III BARRICADES AS SHOWN OR AS DIRECTED BY THE CO.
RETROREFLECTIVE FACE
MUTCD PANEL
R11-2
THE CONTRACTOR SHALL ADJUST POST LENGTH AS REQUIRED TO OBTAIN
PROPER HEIGHT OF SIGN RELATIVE TO THE SURFACE OF THE ROAD.
TOP OF ROAD
M
I N
POST ROUGH SAWN
4"x4"x10'-0"
1'-0"
SEE NOTE 13.
2'-0"
BEGIN/END
STRUCTURE
TOP OF
STRUCTURE/GRND
EDGE OF ROAD
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CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 7/1
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(R5)
PACIFIC SOUTHWEST REGION
SCOTT'S JOHN
GRAVEL PIT
DEVELOPMENT,
BLASTING AND
CRUSHING
LASSEN NATIONAL
FOREST
ALMANOR RANGER DISTRICT
TEMPORARY ROAD
CLOSURE DEVICE
03/19/2018
FS090523_R102013_L1-002.dwg
C. JONES
C.JONES
J. BERRY
G-4
006005
NOTES :
NOT BE PAID UNTIL SIGNING IS APPROVED BY THE CO.
APPROVED PRIOR TO THE BEGINNING OF CONSTRUCTION, AND ITEM 15101 MOBILIZATION, SHALL
ALL CONSTRUCTION TRAFFIC CONTROL SIGNING AND BARRICADES SHALL BE COMPLETED AND
(MUTCD)", 2009 EDITION.
PROJECT (INCLUDING CONNECTING ROADS) WITH WELL-MAINTAINED SIGNS.
CONTRACTOR SHALL BE REQUIRED TO MARK ALL HAZARDS WITHIN THE LIMITS OF THE
WHERE TRAFFIC IS MAINTAINED THROUGH OR OVER ANY PART OF THE PROJECT, THE
PROJECT SIGNS AND BARRICADES.
THE CONTRACTOR'S EQUIPMENT AND PARKING AREAS SHALL NOT INHIBIT THE VISIBILITY OF
BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND APPROVED BY THE CO.
LOCATION AND INSTALLATION OF ALL TRAFFIC SIGNS, TRAFFIC CONTROL, AND BARRICADES SHALL
BLACK LEGEND AND BORDER ON ORANGE FLEXIBLE RETROREFLECTIVE SHEETING, NON-EXPOSED
UNLESS OTHERWISE SPECIFIED ON THE PLANS. SIGNS SHALL HAVE A SCREEN PROCESSED
ALL SIGNS AND BARRICADES SHALL CONSIST OF A SMOOTH, RETROREFLECTIVE SURFACE
BE STABLE AND DURABLE ENOUGH TO MEET OTHER REQUIREMENTS OF THIS CONTRACT.
BE FABRICATED FROM PLYWOOD, ALUMINUM, STEEL OR OTHER SUITABLE MATERIAL, BUT SHALL
SIGN PANELS FURNISHED BY THE CONTRACTOR FOR USE ONLY DURING CONSTRUCTION SHALL
SHALL BE OF GOOD WORKMANSHIP. UNEVEN LETTERING SHALL NOT BE ACCEPTED.
ALL MATERIAL SHALL BE SOUND AND DURABLE. BARRICADES, SIGNS, SYMBOLS AND LETTERING
OR MATERIALS BY THE CO IN WRITING.
OTHER REFLECTING ELEMENTS SHALL BE PERMITTED ONLY AFTER APPROVAL OF SUCH METHODS
ALTERNATE METHODS OF PROCESSING SIGNS OR THE SUBSTITUTION OF MATERIALS, SYMBOLS OR
BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN ITEM 63501.
SIGNS AND BARRICADES USED AS TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION SHALL NOT
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
ALL SIGN AND BARRICADE INSTALLATION SHALL MEET THE STANDARDS ESTABLISHED IN THE
11.
10.
9.
8.
7.
6.
5.
4.
3.
2. LETTERS ON SIGNS SHALL HAVE A MINIMUM HEIGHT OF 4" AND MINIMUM WIDTH OF 2".
1.
SIGN PANELS SHALL BE ATTACHED TO POSTS WITH 3/8" Ø MACHINE BOLTS THROUGH 1/2" Ø
HOLES. FIBER WASHERS SHALL BE PLACED BETWEEN THE BOLT HEAD AND THE FACE OF THE
SIGN PANEL. 2" Ø GALVANIZED WASHERS SHALL BE PLACED UNDER THE NUT ON THE BACK
BY THE CO.
SEE SHEET 2 FOR APPROXIMATE SIGN LOCATIONS. FINAL LOCATIONS SHALL BE APPROVED13.
14. ALL TRAFFIC CONTROL DEVICES SHALL FOLLOW THE GUIDELINES ESTABLISHED IN THE REFERENCE
TITLED "QUALITY GUIDELINES FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLISHED BY THE
LENS BACKGROUND.
12.
BY THE CO.
OF THE TIMBER POSTS.
ROADWAY SAFETY TRAINING INSTITUTE AND THE AMERICAN TRAFFIC
SAFETY SERVICE ASSOCIATION AND BE IN ACCORDANCE WITH MUTCD.
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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
3/2 8/1
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(R5)
PACIFIC SOUTHWEST REGION
SCOTT'S JOHN
GRAVEL PIT
DEVELOPMENT,
BLASTING AND
CRUSHING
LASSEN NATIONAL
FOREST
ALMANOR RANGER DISTRICT
EXAMPLE FINAL
CROSS SECTION
03/27/2018
J. BERRY
J. BERRY
X.XXX
G-05
MAINTAIN SLOPES AT 1:1 OR FLATTER, WITH A MAXIMUM HEIGHT OF 15 FEET, OR AS
REQUIRED IN FP14, SECTION 314, WHICHEVER IS MORE STRINGENT
MAINTAIN BACKWALL SLOPE AT 1.5:1 (H:V) OR FLATTER
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| Sheets and Views |
| 17x11 EXPANDED |
| PG2_SitePlan_Scott JohnGravelPitDevelopmentBlastingandCrushing-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| PG 4 RoadReconstruction_ScottsJohnGravelPitDevelopmentBlastingandCrushing-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| PG 5TemporaryClosureDevice_ScottsJohnGravelPitDevelopmentBlastingandCrushing-17X11 EXPANDED.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| PG 6Proposed_CrossSection_ScottsJohnGravelPitDevelopmentBlastingandCrushing-New EXPANDED (2).pdf |
| Sheets and Views |
| New EXPANDED (2) |
| PG 6Proposed_CrossSection_ScottsJohnGravelPitDevelopmentBlastingandCrushing-New EXPANDED (2).pdf |
| Sheets and Views |
| New EXPANDED (2) |
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