A1_Drawings_ERFO_ALL_CAD_26_pages.pdf
PDF 3 MB Posted
- Attached to
- August Roads (CA2023-1) 27N02/29N30
- Solicitation number
- 12970224R0022
- Issued by
-
Department of Agriculture Forest Service
About this file
This document appears to be a set of construction drawings and details for a federal contract opportunity related to road repair and restoration work on the Six Rivers National Forest in California. The drawings cover typical road sections, culvert installation and repair, reinforced slope stabilization, and site-specific layout and cross-sections for work on roads 27N02 and 29N30. Key details include:
The project, titled "2024 Mad River ERFO Project", involves emergency road and flood damage repair to approximately 5 miles of the 27N02 and 29N30 roads within the Six Rivers National Forest's Mad River Ranger District. The work includes installing new culverts, repairing damaged road sections through reinforced slope stabilization, and associated grading, drainage, and surfacing repairs. The drawings provide construction details and plans for the specific repair sites along the two roads. This appears to be supporting documentation for a forthcoming federal solicitation related to this road repair project.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sol_12970224R0022_Amd_0001.pdf | ||
| A11_Q_and_A_0001.docx | DOCX document | |
| A1_PAL_Fire_Plan__6_pages.docx | DOCX document | |
| A1_FS_Supplemental_Specfications_to_FP14_31_pages.docx | DOCX document | |
| A1_Photo_Gallery_2024_MAD_RIVER_ERFO_PROJECT_7_pages.pdf | ||
| A1_Maps_ALL_2_pages.pdf | ||
| A10_Davis_Bacon_Act_WD_CA20240007_44_pages.pdf | ||
| A1_Scope_of_Work_6_pages.docx | DOCX document | |
| Sol_12970224R0022.pdf |
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Text version
VICTOR DUMLAO
SIGNATURE-
SIGNATURE
SIGNATURE
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/5 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
TITLE SHEET
08/30/2023
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UNITED STATES DEPARTMENT OF AGRICULTURE
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FOREST SERVICE
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PACIFIC SOUTHWEST REGION FIVE
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SIX RIVERS NATIONAL FOREST
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MAD RIVER RANGER DISTRICT
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TITLE_SHEET
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SIGNS_TYPICALS
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TYPICAL_ROAD_SECTION
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CULVERT_INSTALLATION
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CULVERT_BEDDING/BACKFILL
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CULVERT_PLAN_VIEW
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RSS_TYPICAL
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RSS_TYPICAL_CROSS_SECTION
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RSS_ON_CURVE_DETAIL
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GEOCOMPOSITE_UNDERDRAIN
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27N02_SITE_LAYOUT
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27N02_SITE1_PLAN_VIEW
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27N02_SITE2_PLAN_VIEW
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27N02_SITE3_PLAN_VIEW
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27N02_MP0.7_CROSS_SECTION
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27N02_MP1.1_CROSS_SECTION
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27N02_MP1.2_CROSS_SECTION
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29N30_SITE_LAYOUT
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29N30_SITE1_PLANVIEW
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29N30_SITE2_PLANVIEW
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INDEX TO SHEETS
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SIGNATURE1
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SIGTITLE1
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SIGNATURE2
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SIGTITLE2
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EUREKA, CALIFORNIA
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SIX RIVERS NATIONAL FOREST
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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DATE:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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DATE:
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SHEET %%U
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REVISION
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DATE
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BY
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TITLE
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INI_1
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REVISION_1
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DTREV1
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SHEET
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V.DUMLAO
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B.GOMEZ
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B.GOMEZ
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SHEET
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TITLE
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PROJECT
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2024_MR_ERFO
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2024 MAD RIVER ERFO PROJECT
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SAN DIEGO
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LOS ANGELES
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SAN
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FRANCISCO
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EUREKA
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KEY MAP
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LOCATION MAP
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CALIFORNIA
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OREGON
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SMITH RIVER
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NATIONAL
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RECREATION AREA
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ORLEANS
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RANGER
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DISTRICT
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HOOPA VALLEY
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INDIAN
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LOWER TRINITY
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RANGER DISTRICT
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MAD RIVER
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RANGER DISTRICT
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EUREKA
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CRESCENT CITY
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PACIFIC
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OCEAN
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RESERVATION
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PROJECT AREA
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29N30_SITE3_PLANVIEW
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29N30_SITE4_PLANVIEW
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29N30_MP3.2_CROSS_SECTION
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DETOUR
M4-8
ROAD
ROAD
CLOSED
R11-2
DETOUR
W1-6
M4-10L
STOP
AHEAD
W3-1
W8-1
MIN. 30"X30"
BUMP
SEE TABLE
6' TO 12'
5' MIN
TYPE OF SUPPORT VARIES
3' TO 3 1/2'
20"
20"
5' MIN.
TYPE I BARRICADE
4' MIN.
ONE
LANE
BRIDGE
W5-3
W8-8
W8-7
W21-1
TYPE II BARRICADE
W8-6
TYPE III BARRICADE
W20-1
W20-2
W20-2
W21-3
CONSTRUCTION
AHEAD
DETOUR
AHEAD
DETOUR
500 FT
ROAD
MACHINERY
AHEAD
ROUGH
ROAD
LOOSE
GRAVEL
WORKERS
TRUCK
CROSSING
FRESH
OIL
W21-2
TYPE*
NOTE: SIGN CONSTRUCTION, MATERIALS AND PLACEMENT SHALL MEET
THE STANDARDS FOUND IN THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS" CURRENT EDITION.
ANY CHANGES SHALL BE APPROVED BY THE CONTRACTING OFFICER.
THE SIGNS SHOWN ON THIS DRAWING ARE TYPICAL OF SIGNS THAT
MAY BE USED. HOWEVER, SITUATIONS MAY REQUIRE THE USE OF
SIGNS NOT SHOWN.
PRIOR TO STARTING WORK, THE CONTRACTOR SHALL SUBMIT A SIGN
PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.
WIDTH OF RAIL***
LENGTH OF RAIL***
WIDTH OF STRIPES**
HEIGHT
NUMBER OF
REFLECTORIZED
RAIL FACES
BARRICADE CHARACTERISTICS
II
I
8" MIN - 12" MAX
2 FT. MIN
6 IN.
3 FT. MIN
2 (ONE EACH
DIRECTION)
8" MIN - 12" MAX
2 FT. MIN
6 IN.
3 FT. MIN
4 (TWO EACH
DIRECTION)
III
8" MIN - 12" MAX
2 FT. MIN
6 IN.
5 FT. MIN
3 IF FACING TRAFFIC
IN ONE DIRECTION.
6 IF FACING TRAFFIC
IN TWO DIRECTIONS.
*FOR WOODEN BARRICADES, NOMINAL LUMBER DIMENSIONS WILL BE SATISFACTORY.
**FOR RAILS LESS THAN THREE FEET LONG, 4 INCH WIDE STRIPES SHALL BE USED.
***BARRICADES INTENDED FOR USE ON EXPRESSWAYS, FREEWAYS AND OTHER HIGH
SPEED ROADWAYS SHALL HAVE A MINIMUM OF 270 SQUARE INCHES OF REFLECTIVE
AREA FACING TRAFFIC.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/5 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
SIGNS TYPICALS
08/30/2023
B.GOMEZ
B.GOMEZ
V.DUMLAO
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/5 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
TYPICAL ROAD SECTION
08/30/2023
B.GOMEZ
B.GOMEZ
V.DUMLAO
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SECTION A
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TYPICAL OUTSLOPE
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SECTION B
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TYPICAL INSLOPE
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NOTES:
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1. SUBGRADE AND PROFILE GRADE SHALL BE OUTSLOPED
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4% TO 6% UNLESS OTHERWISE SHOWN ON THE DRAWINGS
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OR STAKED ON THE GROUND AND SHALL ROTATE ABOUT
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CENTERLINE.
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2. SUBGRADE AND PROFILE GRADE SHALL BE INSLOPED
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AT 4% TO 6% WHEN SHOWN ON THE DRAWINGS AND
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SHALL ROTATE ABOUT CENTERLINE.
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3. DEPTH, TYPE AND COMPACTION METHOD FOR AGGREGATE
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SURFACING MATERIAL WILL BE SPECIFIED IN SECTION 308 -
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MINOR CRUSHED AGGREGATE.
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4. ON SECTIONS REQUIRING CONTROLLED COMPACTION,
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CLEARING OF VEGETATION SHALL BE AT THE FILL
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CATCH POINT.
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FILL SLOPE
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CUT SLOPE
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ROADWAY
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TRAVELED WAY
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CRUSHED
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AGGREGATE
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SURFACING
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FILL SLOPE
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ROADBED WIDTH VARIES
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SUBGRADE
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PROPOSED CUT SLOPE
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ROADWAY
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TRAVELED WAY
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EXISTING SLOPE
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CRUSHED
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AGGREGATE
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SURFACING
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SUBGRADE
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ROADBED WIDTH VARIES
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VARIES
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TRAVELED WAY
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TYPICAL ROAD SECTION
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DRAWING NOT TO SCALE
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TYPICAL
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ROAD DITCH
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SUBGRADE
CUL VERT INST ALLA TI□N DETAIL
DRAWINGS ARE NDT TD SCALE
12 IN. MINIMUM ""\
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HAND KEYED PLACEMENT
IF RIJCK DISSIPATDR
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PIPE SECTION VITH DOVNPIPE
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ANCHOR ASSEMBLY
CULV£RT INSrALLATION DcTAIL
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CULVERT INSTALLATION DETAIL
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DRAWINGS ARE NOT TO SCALE
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PIPE SECTION
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PIPE SECTION WITH DOWNPIPE
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WATERTIGHT COUPLING BANDS
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ANCHOR ASSEMBLY
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CORRUGATED METAL PIPE
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6% MINIMUM GRADE ON PIPE
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SUBGRADE
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12 IN. MINIMUM
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COVER OVER PIPE
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HAND KEYED PLACEMENT
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OF ROCK DISSIPATOR
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(WHEN SPECIFIED)
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INLET BASIN
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OR DITCH
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(WHEN SPECIFIED)
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CORRUGATED METAL PIPE
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6% MINIMUM GRADE ON PIPE
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SUBGRADE
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12 IN. MINIMUM
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INLET BASIN
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OR DITCH
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(WHEN SPECIFIED)
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TYPICAL ELBOW DETAIL
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1 FT MIN.
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DOWNPIPE
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WATERTIGHT BAND
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COUPLERS
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ANCHOR
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ASSEMBLIES
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5 FT.
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20 FT. MAX.
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ELBOW
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3/8 IN. THICK
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NEOPRENE GASKET
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24" MIN.
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STANDARD METAL COUPLING
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BAND WITH NEOPRENE GASKET
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HUGGER TYPE JOINT
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WITH O-RING GASKET
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10 1/2 INCHES
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HINGED DOWNPIPE CONNECTOR
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SIDE VIEW
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1 IN. OVERLAP
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AS INDICATED IN DRAWINGS
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LENGTH OF DOWNPIPE
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1/3 DIA.
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1/6 DIA.
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1/2 DIA.
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1/3 DIA.
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1/3 DIA.
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1/2 DIA.
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12" MIN.
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SECTION
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DETAIL
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GALVANIZED
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GALVANIZED
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BOLT
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GALVANIZED
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WASHERS
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PIPE
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1 FT MIN.
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ROLLED
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END PIPE
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O-RING
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GASKET
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GENERAL NOTES
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STAKES AND NECESSARY HARDWARE. A MINIMUM OF TWO
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ANCHOR ASSEMBLIES WILL BE INSTALLED ON A DOWNDRAIN
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ALLOW FOR SETTLEMENT.
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OR FIELD CUTTING WITH MATERIALS SPECIFIED IN AASHTO M36.
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4. ALL PIPE STAKES AND HARDWARE SHALL BE GALVANIZED
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AFTER FABRICATION.
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5. THE ANCHOR STAKES SHALL BE DRIVEN DOWN TO WHERE
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THE COLLAR IS FIRM AGAINST THE EYE OF THE IRON RING.
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IF THE ENGINEER DECIDES THE STAKE HAS REACHED A POINT
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OF REFUSAL BEFORE IT HAS REACHED THE PROPER DEPTH,
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THE STAKE SHALL BE CUT OFF A MAXIMUM OF 4" ABOVE THE
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NOT PASS THRU THE EYE.
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EYE AND THE TOP OF THE STAKE FLATTENED SO IT WILL
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1. SUFFICIENT CAMBER SHALL BE PUT INTO PIPE TO
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2. COAT ALL UNGALVANIZED SURFACES DUE TO FACTORY
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3. AN ANCHOR ASSEMBLY SHALL CONSIST OF TWO PIPE
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UNLESS ARMCO STEEL HUGGER JOINTS ARE USED. BOTH
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SYSTEMS SHALL BE WATERTIGHT.
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MINIMUM STRAIGHT PIPE SECTION TO ACCOMMODATE BAND
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COUPLERS UNLESS ARMCO STEEL HUGGER JOINTS ARE USED
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6. WHEN STEEL ANCHOR ASSEMBLIES ARE USED ON AN
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ALUMINUM DOWNDRAIN, A NEOPRENE GASKET IS REQUIRED
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TO INSULATE THE PIPE FROM THE ANCHOR.
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7. ALL ELBOWS, TEES AND REDUCERS SHALL HAVE A 12"
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9. THE USE OF COUPLING BANDS WITH "DIMPLE PROJECTIONS"
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IS STRICTLY PROHIBITED ON ANY C.M.P. OR DOWNPIPE INSTALLATIONS.
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PIPE
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DIAMETER
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WELD
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WELD
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1 IN.
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COLLAR OF
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2 IN. PIPE
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1 1/4 IN.
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1/2" U-BOLT
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1/2" ROUND IRON
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FOR 8 IN. PIPE
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3/4" ROUND IRON
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FOR OVER 8 IN. PIPE
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2 IN. DIA.
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1 1/2 IN. PIPE STAKES EACH
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SIDE OF PIPE
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FOR PIPE DIAMETER 24 IN.
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OR LESS, USE 6 FT. STAKES
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FOR PIPE DIAMETER OVER 24 IN.,
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USE 7 FT. STAKES
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NOTE
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HINGE
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8. ALL BAND COUPLERS ON DOWNPIPES SHALL BE 24" WIDE
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POINT
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WELD
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4' MIN
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4' MIN
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EUREKA, CALIFORNIA
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SIX RIVERS NATIONAL FOREST
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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DATE:
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DESIGNED:
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DRAWN:
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CHECKED:
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DATE:
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DATE:
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SHEET %%U
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REVISION
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DATE
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BY
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DRAWING NAME
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AutoCAD SHX Text 09/13
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V. DUMLAO
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P. MEINGAST
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P. MEINGAST
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CULVERT INSTALLATION DETAIL
29N30 ERFO PROJECT
NOTES:
1. CLEAR AND GRUB IN ACCORDANCE WITH SECTION 201. SEE PAY ITEM 20102 FOR DISPOSAL
METHODS.
2. INSTALL NEW CULVERT ACCORDING TO SECTION 602. EXCAVATION, BEDDING, AND
BACKFILL ARE INCIDENTAL TO ITEM 602 AND IN ACCORDANCE WITH SECTION 209. USE
COMPACTION METHOD B FOR BACKFILL.
3. PLACE CRUSHED AGGREGATE AT 6" DEPTH OVER CULVERT INSTALLATION FOR ROAD
SURFACING. SALVAGE EXISTING ROAD AGGREGATE AND UTILIZE AS BASE ROCK.
4. PROVIDE FOR A 25' TRANSITION GRADE INTO INLET OF CULVERT.
5. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OSHA
REQUIREMENTS.
6. DO NOT OPERATE ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN
PROPERLY BACK FILLED WITH A MINIMUM OF 1-FOOT COVER.
7. CULVERTS SHALL BE INSTALLED AS STAKED, WITH A MINIMUM OF 8% SLOPE WHERE
POSSIBLE.
8. THE MINIMUM LENGTH OF A SINGLE PIPE SECTION FOR ANY INSTALLATION SHALL NOT BE
LESS THAN 10 L.F.
9. FIELD CUTTING OF CULVERT IS NOT PERMITTED UNLESS APPROVED BY THE CONTRACTING
OFFICER.
10. REMOVE AND DISPOSE OF EXISTING CULVERT ACCORDING TO SECTION 203.
11. MATCH EXISTING ROAD WIDTH AND ROAD GRADE. IMPORT BORROW, AS NEEDED,
INCIDENTAL TO ITEM 602.
TYPE 1 - CULVERT
FILL SECTION INSTALLATION
TYPE 3 - CULVERT
SIDEHILL SECTION INSTALLATION
M
I N
TYPE 4 - CULVERT
CAMBER TYPICAL FILLS GREATER THAN 10'
M
I N
4' MIN
TYPE 2 - CULVERT
ABANDON EXISTING IN SLOPE
M
I N
TYPICAL CMP
ROUND CULVERT SECTION
D
M
I N
D
(1.25*D) + 12"
DRAWINGS NOT TO SCALE
12" MIN. COVER
BACKFILL, FSSS 209
COMPACTION METHOD B,
6" LIFTS TO 12" ABOVE PIPE,
THEN 12" LIFTS
BEDDING, FSSS 209
V
H
6" AGGREGATE
SURFACING
SLOPE VARIABLE, MATCH EXISTING
OR CONSTRUCT AS STAKED
OUTLET PROTECTION
INVERT
V
H
6" AGGREGATE
SURFACING
SLOPE VARIABLE, MATCH EXISTING
OR CONSTRUCT AS STAKED
REMOVE PORTION OF EXISTING CULVERT
THAT IS WITHIN 1' OF NEW CULVERT.
NEW CULVERT AND DOWN DRAIN
LEAVE REMAINING DOWNSTREAM CULVERT IN PLACE
AND PLUG ENDS IN ACCORDANCE WITH SECTION 203
OUTLET PROTECTION
6" AGGREGATE
SURFACING
OUTLET PROTECTION
SLOPE VARIES
CATCH BASIN SEE
"DITCH RELIEF
CULVERT TYPICAL"
V
H
V
H
6" AGGREGATE
SURFACING
OUTLET PROTECTION
CAMBER SHALL BE ON A CURVE WITH NO POINT ALONG THE
CULVERT INVERT BEING HIGHER THAN THE INVERT AT THE INLET
MINIMUM CAMBER 1% OF PIPE LENGTH
CULVERT AFTER INSTALLATION
CULVERT AFTER SETTLEMENT
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
8/3 0/2
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United States Department of Agriculture Forest Service
PACIFIC SOUTHWEST
Region 5
STAMPS, LOGOS, AND SEALS
2024 MAD
RIVER ERFO
PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
CULVERT BEDDING AND
BACKFILL
08/30/23
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-05 5 1126
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M
I N
M
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CROSS DRAIN CULVERT
PLAN VIEW
R E
C O
N D
I T
I O
N
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C H
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T
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DRAINAGE
4'
M
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F
R
O
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D
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CLEARING:
1. NO GRUBBING OR ROOT DISTURBANCE
2. REMOVE VEGETATION BY CUTTING OR
MOWING
3. RECONDITION CULVERT CATCH BASIN A
MINIMUM OF 4' FROM CULVERT INLET
CLEARING:
1. NO GRUBBING OR ROOT DISTURBANCE
2. REMOVE VEGETATION BY CUTTING OR MOWING
3. RECONDITION INLET CHANNEL, REMOVE ALL
DEBRIS AND OBSTRUCTION A MINIMUM OF 4' WIDE
AND 10 FEET LONG
CLEARING LIMITS
TOP OF CUT
T Y
P I C
A L
C
U L V
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T
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B
A S
I N
SHOULDER OF ROAD
CLEAN AREA TO PROVIDE
FREE DRAINAGE
L
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FREE
DRAINAGE
CLEAN AREA TO PROVIDE
FREE DRAINAGE
DRAINAGE CULVERT
PLAN VIEW
SHOULDER OF ROAD
DRAWN
DESIGNER
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
8/3 0/2
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United States Department of Agriculture Forest Service
PACIFIC SOUTHWEST
REGION 5
STAMPS, LOGOS, AND SEALS
2024 MAD
RIVER ERFO
PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
CULVERT PLAN VIEW
08/30/2023
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-06 6 1126
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4'X10' DEBRIS CLEAR ZONE
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4.0 ft
Place Rolled Erosion control product, type 4 seed reconstructed slope
Uniaxle geogrid
(Primary Reinforcement)
2 ft
Biaxle geogrid
(Secondary Rienforcement)
4.0 ft
L (Length of Reinforcement)
GEOGRID PLACEMENT DETAIL
Geocomposite Under Drain
REINFORCED STABILIZED SLOPE DETAIL
L (Length of Reinforcement)
Bench Width
Min. = 3 feet
Embankment
Construction
1.0 FT
Backfill and compact space between lifts
F a c e l o p
H
V m a x
R e i n f o r c d l o p e
H
S l o p e
H e i g h t
S e e
C r o s s
S e c t i o n s
Inslope Road
Standard
Underdrain
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/5 /24
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REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
RSS TYPICAL
08/30/2023
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V.DUMLAO
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
RSS TYPICAL
CROSS SECTION
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
RSS TYPICAL CROSS
SECTION
02/29/2024
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AutoCAD SHX Text PRIMARY GEOGRID REINFORCEMENT (TYP.) (SEE PROFILE FOR TYPE, ELEVATION, AND LENGTH)
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1 (MIN.)
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TOE OF SLOPE
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TOP OF SLOPE
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EXISTING GRADE (TYP.)
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EXISTING GRADE (TYP.)
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REINFORCED FILL
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RETAINED FILL
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RETAINED SOIL
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FOUNDATION SOIL
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PERMANENT VEGETATION (TYP.)
AutoCAD SHX Text PERMANENT EROSION BLANKET (TYP.) ANCHOR TOP AND BOTTOM. STAKE/PIN AS RECOMMENDED BY MANUFACTURER
AutoCAD SHX Text SUBSURFACE DRAINAGE SYSTEM AS REQUIRED BY DESIGN, SPECIFICATIONS OR SITE CONDITIONS. SYSTEM INCLUDES COLLECTOR AND OUTLET PIPES, GEOTEXTILE FILTER, DRAINAGE STONE, AND DRAINAGE COMPOSITE OR CHIMNEY DRAIN.
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SUBDRAIN (TYP.) (SEE SUBDRAIN DETAIL)
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REINFORCED FILL LIMIT (TYP.)
AutoCAD SHX Text GEOCOMPOSITE UNDER DRAIN (TYP.) (SEE SUBDRAIN DETAIL FOR PLACMENT AND COVERAGE REQUIREMENTS)
AutoCAD SHX Text LIMIT OF EXCAVATION (CUT SLOPE STABILITY IS THE RESPONSIBILITY OF THE CONTRACTOR OR AS REQUIRED BY LOCAL CODES.)
AutoCAD SHX Text SECONDARY GEOGRID REINFORCEMENT (TYP.) PLACED BETWEEN PRIMARY GEOGRID AT 1 FT. (300mm) VERTICAL SPACING (MAX.). SECONDARY REINFORCEMENT PLACED PARALLEL TO SLOPE FACE. EMBEDMENT LENGTH AS REQUIRED BY DESIGN.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
RSS GEOGRID ON CURVE
DETAILS
03/01/2024
X-09 9 26
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PRINCIPLE REINFORCEMENT DIRECTION
AutoCAD SHX Text PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELIMINATES GAPS LEFT BY THE PREVIOUS LAYER OF GEOSYNTHETIC AT THE SPECIFIED REINFORCEMENT ELEVATION.
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PRINCIPLE REINFORCEMENT DIRECTION
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SPECIFIED REINFORCEMENT ELEVATION
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PRINCIPLE REINFORCEMENT DIRECTION
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PRINCIPLE REINFORCEMENT DIRECTION
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SPECIFIED REINFORCEMENT ELEVATION
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CURVED CORNER
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3" OF SOIL FILL REQUIRED BETWEEEN OVERLAPPING REINFORCEMENT FOR PROPER ANCHORAGE
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/5 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
GEOCOMPOSITE
UNDERDRAIN TYPICAL
08/30/2023
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-10 10 26
AutoCAD SHX Text
OUTLET PIPE
AutoCAD SHX Text
OUTLET PIPE DETAIL
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MIN. GRADIENT = 2%
AutoCAD SHX Text 6"Diameter Non-Perforated Outlet
AutoCAD SHX Text Pipe Drain to fill side of road
AutoCAD SHX Text 2 - 45 Elbows
AutoCAD SHX Text 6" Diameter Perforated
AutoCAD SHX Text Collector Pipe
AutoCAD SHX Text Shorten and cap to allow
AutoCAD SHX Text abutment of sheet drains
AutoCAD SHX Text 300' (Max)
AutoCAD SHX Text See Note 6
AutoCAD SHX Text Flow
AutoCAD SHX Text Overlap 3" Min.
AutoCAD SHX Text Unless sewn or stapled
AutoCAD SHX Text 4' (Min.) 8' (Max.)
AutoCAD SHX Text Geocomposite Under Drain
AutoCAD SHX Text Backfill
AutoCAD SHX Text Perforated
AutoCAD SHX Text Collector Pipe
AutoCAD SHX Text
TYPICAL ELEVATION
AutoCAD SHX Text
GEOCOMPOSITE UNDER DRAIN
AutoCAD SHX Text Notes
AutoCAD SHX Text
1. Construct the flow line gradiant parallel to the roadway.
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2. Cover the end of the outlet pipe with screen according to Subsection 605.03.
AutoCAD SHX Text Hold the screen securely in place with standard coupling bands
AutoCAD SHX Text
3. Mark the outlet pipe with a delineator post or other suitable marker
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4. Furnish pipe and fittings meeting the requirements of subsection 708.04.
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5. For trench excavation refer to subsections 605.03 and 208.03.
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6. Furnish geocomposite under drain meeting requirements of subsection 714.02
AutoCAD SHX Text Minimum 1 Foot Below Surface
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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W G;
PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 SITE LAYOUT
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-11 11 26
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SRNF 27N02 MAD RIVER
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 0.7
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-12 12 26
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EXISTING ROAD DAMAGE
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SRNF 27N02 MAD RIVER MILE POST 0.7
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 1.1
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-13 13 26
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SRNF 27N02 MAD RIVER MILE POST 1.1
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 1.2
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-14 14 26
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SRNF 27N02 MAD RIVER MILE POST 1.2
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 0.7
CROSS SECTION
02/29/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-15 15 26
AutoCAD SHX Text
PERMANENT REPAIR
AutoCAD SHX Text SRNF 27N02 MAD RIVER Mile post: 0.7
AutoCAD SHX Text Cross Section:
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AutoCAD SHX Text Notes: 1. Embedded length of biaxial geogrid is 10 ft Embedded length of biaxial geogrid is 10 ft beyond the innermost distress point (crack). 2. Refer to Reinforced Slope System Typical. Refer to Reinforced Slope System Typical. 3. Refer to Geocomposite Under Drain Pipe Typical. Refer to Geocomposite Under Drain Pipe Typical.
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 1.1
CROSS SECTION
02/29/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-16 16 26
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PERMANENT REPAIR
AutoCAD SHX Text SRNF 27N02 MAD RIVER Mile post: 1.1
AutoCAD SHX Text Cross Section:
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AutoCAD SHX Text Notes: 1. Embedded length of biaxial geogrid is 10 ft Embedded length of biaxial geogrid is 10 ft beyond the innermost distress point (crack). 2. Refer to Reinforced Slope System Typical. Refer to Reinforced Slope System Typical. 3. Refer to Geocomposite Under Drain Pipe Typical. Refer to Geocomposite Under Drain Pipe Typical.
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OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
27N02 MP 1.2
CROSS SECTION
02/29/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-17 17 26
AutoCAD SHX Text
PERMANENT REPAIR
AutoCAD SHX Text SRNF 27N02 MAD RIVER Mile post: 1.2
AutoCAD SHX Text Cross Section:
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text Notes: 1. Embedded length of biaxial geogrid is 10 ft Embedded length of biaxial geogrid is 10 ft beyond the innermost distress point (crack). 2. Refer to Reinforced Slope System Typical. Refer to Reinforced Slope System Typical. 3. Refer to Geocomposite Under Drain Pipe Typical. Refer to Geocomposite Under Drain Pipe Typical.
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United States Department of Agriculture Forest Service
4/8 /24
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 SITE LAYOUT
09/12/2023
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-18 18 26
AutoCAD SHX Text N
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SRNF 29N30 WILDWOOD-MAD RIVER
AutoCAD SHX Text Site 1 MP 3.2
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United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
20204 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 MP3.2
PLAN VIEW
02/29/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-19 19 26
AutoCAD SHX Text N
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
2024 MAD RIVER
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SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 MP3.8
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-20 20 26
AutoCAD SHX Text N
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EXISTING ROAD DAMAGE
AutoCAD SHX Text
SRNF 29N30 WILDWOOD-MAD RIVER MILE POST 3.8
AutoCAD SHX Text PLAN VIEW: (Not to Scale)
AutoCAD SHX Text 160'
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
2024 MAD RIVER
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SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 MP3.95
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-21 21 26
AutoCAD SHX Text N
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EXISTING ROAD DAMAGE
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SRNF 29N30 WILDWOOD-MAD RIVER MILE POST 3.95
AutoCAD SHX Text PLAN VIEW: (Not to Scale)
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
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DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 MP 4.9
PLAN VIEW
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-22 22 26
AutoCAD SHX Text N
AutoCAD SHX Text
EXISTING ROAD DAMAGE
AutoCAD SHX Text
SRNF 29N30 WILDWOOD-MAD RIVER MILE POST 4.9
AutoCAD SHX Text PLAN VIEW: (Not to Scale)
AutoCAD SHX Text 150'
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
4/8 /24
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7 B
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PACIFIC SOUTHWEST
REGION 5
2024 MAD RIVER
ERFO PROJECT
SIX RIVERS NF
MAD RIVER RANGER DISTRICT
29N30 MP 3.2
CROSS SECTION
02/28/2024
B.GOMEZ
B.GOMEZ
V.DUMLAO
X-23 23 26
AutoCAD SHX Text
PERMANENT REPAIR
AutoCAD SHX Text SRNF 29N30 WILDWOOD-MAD RIVER Mile post: 3.2
AutoCAD SHX Text Cross Section:
AutoCAD SHX Text C
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AutoCAD SHX Text Existing Grade
AutoCAD SHX Text Notes: 1. Embedded length of biaxial geogrid is 10 ft Embedded length of biaxial geogrid is 10 ft beyond the innermost distress point (crack). 2. Refer to Reinforced Slope System Typical. Refer to Reinforced Slope System Typical. 3. Refer to Geocomposite Under Drain Pipe Typical. Refer to Geocomposite Under Drain Pipe Typical.
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AutoCAD…
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