Attachment 2 - Maps.pdf
PDF 3 MB Posted
- Attached to
- China Wall Staging Area Trailhead Expansion
- Solicitation number
- 127EAX25R0011
- Issued by
-
Department of Agriculture Forest Service
About this file
These are engineering design and construction drawings for the China Wall Parking Expansion project in the Tahoe National Forest, American River Ranger District, located in Placer County, California. The comprehensive set of technical drawings (9 sheets total) details a parking area expansion with multiple implementation options, including:
Key project specifications include constructing 4,650 square feet of new parking area, performing site clearing and grubbing, excavation and embankment, installing drainage features (catch basins, culverts), adding rock barriers, and implementing erosion control measures. The project offers multiple construction options (Options 1-6), which include variations like slurry sealing existing parking areas, installing new double vault toilets, adding pavement markings and signage, and performing site grading. The drawings provide detailed technical specifications for site preparation, cross-sections, alignment and elevation details, rock barrier and sign installation, culvert details, and erosion control measures, with specific attention to maintaining the natural forest environment during construction.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment 3 - Specifications.docx | DOCX document | |
| Attachment 4 - Wage Determination.pdf | ||
| China Wall SOI.xlsx | XLSX spreadsheet | |
| Attachment 1 - Statement of Work.docx | DOCX document |
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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
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
GENERAL NOTES
03/2024
JC
JC
G-02
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AutoCAD SHX Text GENERAL NOTES: : 1. PUBLIC SAFETY, TRAFFIC CONTROL, AND DUST CONTROL SHALL BE PROVIDED BY THE PUBLIC SAFETY, TRAFFIC CONTROL, AND DUST CONTROL SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND COUNTY REQUIREMENTS. 2. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O. OF ANY DISCREPANCIES THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE C.O. OF ANY DISCREPANCIES ENCOUNTERED IN THE FIELD OR ERRORS IDENTIFIED IN THE CONTRACT. 3. THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL MODIFICATIONS MADE TO THESE PLANS. THESE RECORDS AND AS-BUILTS SHALL BE PROVIDED TO THE C.O. UPON PROJECT COMPLETION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. STAKING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING. STAKING SHALL ADHERE TO SECTION 152 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14). 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 6. STAGING AREAS FOR EQUIPMENT AND/OR MATERIAL STORAGE WILL BE ALLOWED ONLY STAGING AREAS FOR EQUIPMENT AND/OR MATERIAL STORAGE WILL BE ALLOWED ONLY WITHIN THE LIMITS OF DISTURBANCE AND IN AREAS APPROVED BY THE C.O. 7. ALL VEGETATION OUTSIDE OF THE AREA TO BE CLEARED FOR CONSTRUCTION SHALL BE ALL VEGETATION OUTSIDE OF THE AREA TO BE CLEARED FOR CONSTRUCTION SHALL BE PROTECTED. TREES WOUNDED BY CONTRACTOR ACTIVITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 8. THE CONTRACTOR IS RESPONSIBLE FOR RESTROOMS, WATER, AND ELECTRICITY. THE CONTRACTOR IS RESPONSIBLE FOR RESTROOMS, WATER, AND ELECTRICITY. 9. ALL IMPORTED MATERIAL MUST BE CERTIFIED WEED FREE AND COME FROM A LOCATION ALL IMPORTED MATERIAL MUST BE CERTIFIED WEED FREE AND COME FROM A LOCATION APPROVED BY THE C.O. 10. ALL EQUIPMENT SHALL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, ALL EQUIPMENT SHALL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, AND ORGANIC MATTER. ALL EQUIPMENT WILL BE INSPECTED AND APPROVED BY THE C.O. PRIOR TO UNLOADING ON THE PROJECT SITE. 11. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE LOCATION OF THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE LOCATION OF ANY AND ALL UTILITIES. CONSTRUCTION NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING ASPHALT, THE THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING ASPHALT, THE SURROUNDING LANDSCAPE, AND OTHER IMPROVEMENTS WITH SMOOTH TRANSITIONS AND FOR AVOIDING ANY ABRUPT OR APPARENT CHANGES IN GRADE OR CROSS-SLOPE TO THE SATISFACTION OF THE C.O. 2. GRADING ACTIVITIES SHALL BE SCHEDULED TO ENSURE THAT REPEATED GRADING WILL GRADING ACTIVITIES SHALL BE SCHEDULED TO ENSURE THAT REPEATED GRADING WILL NOT BE REQUIRED AND THAT IMPLEMENTATION OF THE DESIRED LAND USE (E.G. PAVING) WILL OCCUR AS SOON AS POSSIBLE AFTER GRADING. 3. ASPHALT CONCRETE (AC) SHALL BE SAWCUT WHEN MATCHING NEW AND EXISTING AC ASPHALT CONCRETE (AC) SHALL BE SAWCUT WHEN MATCHING NEW AND EXISTING AC OR WHEN REMOVING EXISTING ASPHALT ROADWAYS. 4. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN APPROVED SITE AND MATERIAL ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN APPROVED SITE AND MATERIAL MEETING THE SPECIFICATIONS MAY BE USED AS BACKFILL. IT IS ANTICIPATED THAT ALL EXCAVATED MATERIAL FREE OF DEBRIS AND ORGANICS WILL BE USED ON THE PROJECT SITE. ALL EXCAVATED MATERIAL NOT USED AS SUBGRADE OR NOT SUITABLE AS BACKFILL WILL BE PLACED ONSITE IN LOCATIONS APPROVED BY THE C.O. AT THE CONTRACTOR'S EXPENSE. NO MATERIAL WILL BE HAULED OFF SITE. 5. A PRE-PAVEMENT INSPECTION SHALL BE CONDUCTED BY THE C.O. A MINIMUM OF 2 A PRE-PAVEMENT INSPECTION SHALL BE CONDUCTED BY THE C.O. A MINIMUM OF 2 DAYS PRIOR TO PLACING PAVEMENT. GRADES AND ELEVATIONS WILL BE CHECKED FOR COMPLIANCE WITH THE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE ELEVATIONS AND GRADES MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FP-14 SECTION 634 AND THE MOST ALL PAVEMENT MARKINGS SHALL CONFORM TO FP-14 SECTION 634 AND THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
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SUMMARY OF ESTIMATED QUANTITIES
AutoCAD SHX Text BASE BID: CONSTRUCT 46580 SF PAVED PARKING AREA : CONSTRUCT 46580 SF PAVED PARKING AREA PAVED PARKING AREA ADDITION AND DRAINAGE FEATURES. REPAIR EXISTING 2208 SF FAILED PAVEMENT AREA. ALL NEW PAVED AREAS ALL NEW PAVED AREAS PROVIDE NEW ASPHALT (TYP.) CALTRANS 1/2" 'B' TYPE PG64-16 OPTION ITEM 1: CONSTRUCT 1310 SF PAVED PARKING AREA ADDITION AND 300 SF PAVED CURVE WIDENING ADDITION. : CONSTRUCT 1310 SF PAVED PARKING AREA ADDITION AND 300 SF PAVED CURVE WIDENING ADDITION. AND 300 SF PAVED CURVE WIDENING ADDITION. 300 SF PAVED CURVE WIDENING ADDITION. OPTION ITEM 2: SLURRY SEAL EXISTING PARKING AREAS. SLURRY SEAL EXISTING PARKING AREAS. OPTION ITEM 3: PULVERIZE 2092 SY OF THE EXISTING PARKING AREA AND ACCESS ROAD TO 6 INCH DEPTH. : PULVERIZE 2092 SY OF THE EXISTING PARKING AREA AND ACCESS ROAD TO 6 INCH DEPTH. COMPACT AND PAVE. OPTION ITEMS 4 & 5: OPTION 4- INSTALL NEW DOUBLE VAULT TOILET. OPTION 5- REMOVE AND REPLACE EXISTING DOUBLE VAULT TOILET. OPTION 6: PERMANENT PAVEMENT MARKINGS. PAINT PARKING AREA PER PLANS, SHEET 6. PROVIDE : PERMANENT PAVEMENT MARKINGS. PAINT PARKING AREA PER PLANS, SHEET 6. PROVIDE ERMANENT PAVEMENT MARKINGS. PAINT PARKING AREA PER PLANS, SHEET 6. PROVIDE AND INSTALL ACCESSIBLE PARKING SIGNS. ALL WORK IN ACCORDANCE WITH MUTCD. EITHER OPTION 2 OR 3 MAY BE AWARDED BUT NOT BOTH.
DESIGNER
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ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
SITE PLAN
02/2025
JC
JC
C-01
N
S E
W
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AutoCAD SHX Text BASE BID CONSTRUCT 46580 SF PAVED PARKING AREA ADDITION. SAW CUT EXISTING PAVEMENT. ENSURE SMOOTH TRANSITIONS WITH EXISTING INFRASTRUCTURE.
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EDGE OF EXISTING ASPHALT SAWCUT EXISTING PAVEMENT (TYP.)
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FORESTHILL ROAD, PLACER COUNTY, CA
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OPTION ITEM 4 PROVIDE AND INSTALL DOUBLE VAULT TOILET
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PARKING AREA ADDITIONS ROCK BARRIERS TREES TO REMAIN CONCRETE TOILET
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LEGEND
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OPTION ITEM 1 CONSTRUCT PAVED PARKING AREA SEE NOTES
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OPTION ITEM 1 CONSTRUCT PAVED CURVE WIDENING AREA SEE NOTES
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BEGIN PROJECT
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BASE BID RELOCATE AND REUSE EXISTING ROCK BARRIERS
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CONSTRUCT CATCH BASIN INCIDENTAL TO CULVERT INSTALLATION
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BASE BID INSTALL 24" SQUASHED CSP
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BASE BID FURNISH AND INSTALL 20 TONS OF 3"X6" RIPRAP.
AutoCAD SHX Text NOTES: : BASE BID: CONSTRUCT 46580 SF PAVED PARKING AREA : CONSTRUCT 46580 SF PAVED PARKING AREA PAVED PARKING AREA ADDITION AND DRAINAGE FEATURES. REPAIR EXISTING 2208 SF FAILED PAVEMENT AREA. ALL NEW PAVED AREAS ALL NEW PAVED AREAS PROVIDE NEW ASPHALT (TYP.) CALTRANS 1/2" 'B' TYPE PG64-16 OPTION ITEM 1: CONSTRUCT 1310 SF PAVED PARKING : CONSTRUCT 1310 SF PAVED PARKING AREA ADDITION AND 300 SF PAVED CURVE WIDENING AND 300 SF PAVED CURVE WIDENING 300 SF PAVED CURVE WIDENING ADDITION. OPTION ITEM 2: SLURRY SEAL EXISTING PARKING AREAS. SLURRY SEAL EXISTING PARKING AREAS. OPTION ITEM 3: PULVERIZE 2092 SY OF THE EXISTING : PULVERIZE 2092 SY OF THE EXISTING PARKING AREA AND ACCESS ROAD TO 6 INCH DEPTH. COMPACT AND PAVE. OPTION ITEMS 4 & 5: OPTION 4- INSTALL NEW DOUBLE VAULT TOILET. OPTION 5- REMOVE AND REPLACE EXISTING DOUBLE VAULT TOILET. OPTION 6: PERMANENT PAVEMENT MARKINGS. : PERMANENT PAVEMENT MARKINGS. ERMANENT PAVEMENT MARKINGS. PAINT PARKING AREA PER PLANS, SHEET 6. PROVIDE AND INSTALL ACCESSIBLE PARKING SIGNS. ALL WORK IN ACCORDANCE WITH MUTCD.
AutoCAD SHX Text ALL WORK: ENSURE POSITIVE DRAINAGE AS WELL ENSURE POSITIVE DRAINAGE AS WELL AS SMOOTH TRANSITIONS WITH EXISTING INFRASTRUCTURE. SAW CUT EXISTING PAVEMENT.
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OPTION ITEM 5 REMOVE AND REPLACE EXISTING DOUBLE VAULT TOILET IN SAME LOCATION
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BASE BID ASPHALT REPAIR AREA. SEE NOTES.
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EXISTING PARKING AREA
PARKING AREA TO BE CONSTRUCTED
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CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
ALIGNMENTS
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03/2024
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FORESTHILL ROAD, PLACER COUNTY, CA
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R 50' (TYP.)
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ALIGNMENT #1
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STA: 0+00 N:1011.9353 E:913.722
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CP 1 N:1000.000 E:1000.000 Z:1000.000
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1:2 MAX. CUT SLOPE (TYP.)
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CP 2 N:1121.49 E:902.528 Z:996.016
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R 50' (TYP.)
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EXISTING PARKING AREA
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EXISTING PARKING AREA
NOTES: : SEE PROFILE AND POINTS SHEET C-03 FOR DETAILS
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DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
PROFILE AND
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03/2024
JC
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C-03
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COMPACTED NATIVE FILL OR SELECT BORROW
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NATURAL GROUND
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2H:1V (TYP.)
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VARIES
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1% SLOPE
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STATION
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PARKING AREA POINTS
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PARKING AREA PROFILE
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PARKING AREA CROSS SECTION DETAIL
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PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
PAVEMENT
MARKINGS & SIGNS
(OPTION ITEM 6)
03/2024
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C-04
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OPTION ITEM 6 PAINT ARROW, WHITE (TYP.)
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OPTION ITEM 6 PAINT 4" SOLID WHITE LINE, TYPE B (TYP.)
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FORESTHILL ROAD, PLACER COUNTY, CA
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OPTION ITEM 2 PROVIDE AND INSTALL ACCESSIBLE PARKING SIGN
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OPTION ITEM 6 PAINT MUTCD ACCESSIBLE PARKING SYMBOL, WHITE ON BLUE (TYP.)
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OPTION ITEM 6 PAINT HATCH 4" SOLID WHITE, TYPE B (TYP.)
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OPTION ITEM 2 PROVIDE AND INSTALL ACCESSIBLE PARKING SIGN (TYP)
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DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
ROCK BARRIER
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03/2024
MSK
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D-01
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ROADWAY SHOULDER OR EDGE OF PARKING SPUR
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EXISTING TREES AND SHRUBS
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18" MIN. OR AS DIRECTED BY CO
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30" (MIN SPACING) 48" (MAX SPACING)
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48" (MIN SPACING) 57" (MAX SPACING)
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AutoCAD SHX Text NOTES: 1. ATTACH ALL SIGN PANELS TO SIGN POSTS WITH BOLTS AT TOP AND BOTTOM. ATTACH ALL SIGN PANELS TO SIGN POSTS WITH BOLTS AT TOP AND BOTTOM. 2. ALL SIGNS SHALL BE 0.060" THICK ALUMINUM PANELS WITH HIGH INTENSITY ALL SIGNS SHALL BE 0.060" THICK ALUMINUM PANELS WITH HIGH INTENSITY RETROREFLECTIVE SHEETING WHICH MEETS MUTCD STANDARDS UNDER SECTION 2A.08 (MAINTAINING MINIMUM RETROREFLECTIVITY). 3. FINAL PLACEMENT OF ALL SIGNS SHALL BE APPROVED BY THE C.O.R. PRIOR TO FINAL PLACEMENT OF ALL SIGNS SHALL BE APPROVED BY THE C.O.R. PRIOR TO INSTALLATION. 4. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS. 5. SEE FP-14 SECTION 633 FOR ADDITIONAL REQUIREMENTS. SEE FP-14 SECTION 633 FOR ADDITIONAL REQUIREMENTS. 6. THE BACKS OF ALL SIGNS NOT MOUNTED BACK-TO-BACK SHALL BE PAINTED A THE BACKS OF ALL SIGNS NOT MOUNTED BACK-TO-BACK SHALL BE PAINTED A SHADE OF BROWN APPROVED BY THE C.O.
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4" X 4" TREATED POST
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EDGE OF ASPHALT
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ACQ. 0.40 PCF. BROWNTONE (1 REQ.) (1 REQ.) (1 REQ.)
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ROCK BARRIER DETAIL
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NTS
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SIGN INSTALLATION DETAIL (OPTION ITEM 6)
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
CULVERT
DETAILS
03/2024
MSK
MSK
D-02
OUTLET DITCH
4'
METHOD OF BACKFILLING PIPE
22'
CATCH BASIN
INLET BASIN
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PROJECT NAME
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DO NOT RAISE OUTLET
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ABOVE ORIGINAL GROUND
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OR STREAM BED
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BED
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OR STREAM
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ORIGINAL GROUND
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NOTE: MINIMUM COVER OVER CULVERT AT SHOULDER
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SHALL BE 12 INCHES BELOW SUBGRADE FOR SURFACED ROADS
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MATERIAL TO BE
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DEPOSITED IN BOTH
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SIDES OF DITCH
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CULVERT
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DIAMETER
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DITCH GRADE
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SECTION A-A
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BOTTOM WIDTH MAY VARY WHEN
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CATCH BASIN IS CONSTRUCTED
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IN NATURAL DRAINAGE.
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AND 18 INCHES BELOW SUBGRADE FOR UNSURFACED ROADS
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BEDDING MATERIAL
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BACKFILL
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CMP
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EXISTING GROUND
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PROFILE GRADE
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MATERIAL
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12"MIN
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"D" OR
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12"MIN
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"D" OR
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COMPACTED
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BOTTOM OF DITCH
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TOP
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OF
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CUT
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EDGE OF ROAD
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CATCH
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BASIN
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SLOPE
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TOP OF CUT
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TOP OF CUT
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EDGE OF ROAD
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TOP
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OF
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INLET
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BASIN
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CUT
SLOPE
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
EROSION
CONTROL
DETAILS
03/2024
MSK
MSK
D-02
TREE PROTECTION FENCING7 TREE PROTECTION8 CONSTRUCTION FENCING6
FIBER ROLL INSTALLATION5
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FINISHED GRADE
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WOOD STAKES, BOUND AT TOP
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12" FIBER ROLL
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4" TRENCH
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NOTE: ALIGN FILTER ROLL ALONG CONTOURS
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SYNTHETIC CONSTRUCTION FENCING 48" TALL
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48" TALL METAL FENCE POSTS AT 10' O.C..
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DRIP LINE
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12" MAX
AutoCAD SHX Text 2"x4"x6' LUMBER TIED TIGHTLY TO TREE WITH POLY ROPE. 6" GAPS MAXIMUM. PROTECT 50% OF CIRCUMFERENCE ON SIDE FACING CONSTRUCTION ACTIVITY. DO NOT DRILL OR ATTACH DIRECTLY TO TREE.
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1. THE COST OF ALL BMPS ARE INCIDENTAL TO OTHER ITEMS. THE COST OF ALL BMPS ARE INCIDENTAL TO OTHER ITEMS. 2. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION. 3. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED DAILY AND ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED DAILY AND PRIOR TO INCLEMENT WEATHER; CORRECTIVE ACTION WILL BE TAKEN AS NECESSARY TO INSURE PROPER FUNCTION. 4. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES. EXCEPT WHERE REQUIRED FOR ACCESS, THERE SHALL BE NO DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO AREAS TO BECOME PERMANENT CIRCULATION (E.G., ROADWAYS AND PARKING AREAS, ETC.) OR OTHER DESIGNATED ROUTES APPROVED BY THE C.O. 5. FIBER ROLLS SHALL BE PLACED ALONG THE DOWNSLOPE EDGE OF STAGING FIBER ROLLS SHALL BE PLACED ALONG THE DOWNSLOPE EDGE OF STAGING AREAS TO PREVENT CONTAMINATED RUNOFF. 6. STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND SHALL BE SURROUNDED WITH FIBER ROLLS. IF A STOCKPILE IS INACTIVE FOR 14 DAYS, IT SHALL BE STABILIZED WITH HYDRAULIC MULCH OR PLASTIC. 7. REMOVAL OF NATIVE VEGETATION SHALL BE AVOIDED. CONTRACTOR WILL PLACE REMOVAL OF NATIVE VEGETATION SHALL BE AVOIDED. CONTRACTOR WILL PLACE WOOD OR PINE NEEDLE MULCH 2"-4" THICK IN DISTURBED AREAS DESIGNATED BY THE C.O. ALL DISTURBED AREAS SHALL BE MULCHED. ALL MATERIAL TO BE CHIPPED WILL BE OBTAINED FROM SLASH ONSITE. 8. CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER STANDARD CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER STANDARD SPECIFICATIONS, LOCAL REQUIREMENTS, AND ATTACHED SWPPP. MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: A. CONSTRUCT MAJOR DUST-GENERATING ACTIVITIES WHEN WIND VELOCITIES CONSTRUCT MAJOR DUST-GENERATING ACTIVITIES WHEN WIND VELOCITIES ARE LOW. B. SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES, AND SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES, AND EQUIPMENT TO CONTROL DUST. C. RESTRICT ALL TRUCKS AND VEHICLES WITHIN CONSTRUCTION SITE TO A MAX. RESTRICT ALL TRUCKS AND VEHICLES WITHIN CONSTRUCTION SITE TO A MAX. SPEED OF 15 MPH. D. WATER APPLICATION RATES SHALL BE MINIMIZED AS NECESSARY TO PREVENT WATER APPLICATION RATES SHALL BE MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING. 10. SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE AT ALL TIMES IN PREPARATION OF EQUIPMENT LEAKS. ALL VEHICLE MAINTENANCE SHALL TAKE PLACE AT LEAST 100 FEET FROM SURFACE WATER AND ON A LEVEL AREA.
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CONSTRUCTION FENCING
N.T.S.
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R05
PACIFIC SOUTHWEST
CHINA WALL
PARKING
EXPANSION
TAHOE NATIONAL
FOREST
AMERICAN RIVER RANGER
DISTRICT
EROSION
CONTROL
DETAILS
03/2024
MSK
MSK
D-03
TREE PROTECTION FENCING7 TREE PROTECTION8 CONSTRUCTION FENCING6
FIBER ROLL INSTALLATION5
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FINISHED GRADE
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WOOD STAKES, BOUND AT TOP
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12" FIBER ROLL
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4" TRENCH
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NOTE: ALIGN FILTER ROLL ALONG CONTOURS
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SYNTHETIC CONSTRUCTION FENCING 48" TALL
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48" TALL METAL FENCE POSTS AT 10' O.C..
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DRIP LINE
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12" MAX
AutoCAD SHX Text 2"x4"x6' LUMBER TIED TIGHTLY TO TREE WITH POLY ROPE. 6" GAPS MAXIMUM. PROTECT 50% OF CIRCUMFERENCE ON SIDE FACING CONSTRUCTION ACTIVITY. DO NOT DRILL OR ATTACH DIRECTLY TO TREE.
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1. THE COST OF ALL BMPS ARE INCIDENTAL TO OTHER ITEMS. THE COST OF ALL BMPS ARE INCIDENTAL TO OTHER ITEMS. 2. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD CONDITIONS TO CONTROL EROSION AND SEDIMENTATION. 3. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED DAILY AND ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED DAILY AND PRIOR TO INCLEMENT WEATHER; CORRECTIVE ACTION WILL BE TAKEN AS NECESSARY TO INSURE PROPER FUNCTION. 4. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES. EXCEPT WHERE REQUIRED FOR ACCESS, THERE SHALL BE NO DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO AREAS TO BECOME PERMANENT CIRCULATION (E.G., ROADWAYS AND PARKING AREAS, ETC.) OR OTHER DESIGNATED ROUTES APPROVED BY THE C.O. 5. FIBER ROLLS SHALL BE PLACED ALONG THE DOWNSLOPE EDGE OF STAGING FIBER ROLLS SHALL BE PLACED ALONG THE DOWNSLOPE EDGE OF STAGING AREAS TO PREVENT CONTAMINATED RUNOFF. 6. STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT AREAS, AND SHALL BE SURROUNDED WITH FIBER ROLLS. IF A STOCKPILE IS INACTIVE FOR 14 DAYS, IT SHALL BE STABILIZED WITH HYDRAULIC MULCH OR PLASTIC. 7. REMOVAL OF NATIVE VEGETATION SHALL BE AVOIDED. CONTRACTOR WILL PLACE REMOVAL OF NATIVE VEGETATION SHALL BE AVOIDED. CONTRACTOR WILL PLACE WOOD OR PINE NEEDLE MULCH 2"-4" THICK IN DISTURBED AREAS DESIGNATED BY THE C.O. ALL DISTURBED AREAS SHALL BE MULCHED. ALL MATERIAL TO BE CHIPPED WILL BE OBTAINED FROM SLASH ONSITE. 8. CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER STANDARD CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL PER STANDARD SPECIFICATIONS, LOCAL REQUIREMENTS, AND ATTACHED SWPPP. MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: A. CONSTRUCT MAJOR DUST-GENERATING ACTIVITIES WHEN WIND VELOCITIES CONSTRUCT MAJOR DUST-GENERATING ACTIVITIES WHEN WIND VELOCITIES ARE LOW. B. SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES, AND SPRINKLE WORK AREAS, CONSTRUCTION EQUIPMENT TRAVEL ROUTES, AND EQUIPMENT TO CONTROL DUST. C. RESTRICT ALL TRUCKS AND VEHICLES WITHIN CONSTRUCTION SITE TO A MAX. RESTRICT ALL TRUCKS AND VEHICLES WITHIN CONSTRUCTION SITE TO A MAX. SPEED OF 15 MPH. D. WATER APPLICATION RATES SHALL BE MINIMIZED AS NECESSARY TO PREVENT WATER APPLICATION RATES SHALL BE MINIMIZED AS NECESSARY TO PREVENT RUNOFF AND PONDING. 10. SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE AT ALL TIMES IN PREPARATION OF EQUIPMENT LEAKS. ALL VEHICLE MAINTENANCE SHALL TAKE PLACE AT LEAST 100 FEET FROM SURFACE WATER AND ON A LEVEL AREA.
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CONSTRUCTION FENCING
N.T.S.
| 2-G2-GENERAL NOTES.pdf |
| Sheets and Views |
| 2-G2-Notes |
| 3-C1-SITE PLAN.pdf |
| Sheets and Views |
| 3-C1-SITE PLAN |
| 4-C2-ALIGNMENTS AND ELEVATIONS.pdf |
| Sheets and Views |
| 4-C2-ALIGNMENTS AND ELEVATIONS |
| 5-C3-PROFILE AND POINTS.pdf |
| Sheets and Views |
| 5-C3-PROFILE AND POINTS |
| 6-C4-PARKING AREA PAVEMENT MARKINGS AND SIGNS (OPTION 6)).pdf |
| Sheets and Views |
| 6-C4-Pavement Markings and Signs |
| 7-D1-ROCK BARRIERS AND SIGN DETAILS.pdf |
| Sheets and Views |
| 7-D1-DETAILS |
| 8-D2-CULVERT DETAILS.pdf |
| Sheets and Views |
| 8-D2-CULVERT |
| 8-D2-EROSION CONTROL DETAILS.pdf |
| Sheets and Views |
| D2-BMPS |
| 9-D3-EROSION CONTROL DETAILS.pdf |
| Sheets and Views |
| 9-D3-BMPS |
File details come from the government source that posted it. Updated .