2. Jerseydale Rehab Drawings.pdf
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- Attached to
- 129JGP20R0030 - Jerseydale Campground Rehab
- Solicitation number
- 129JGP20R0030
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Other files
| File | Type | Posted |
|---|---|---|
| 129JGP20R0030 - Jerseydale - RFI Official Responses - 2.pdf | ||
| A00001 - RFI Official Responses.pdf | ||
| 129JGP20R0030 - Jerseydale Campground Rehab.pdf | ||
| 4. Schedule of Items.xls | XLS spreadsheet | |
| 1. Supplemental Specifications.pdf | ||
| 06. Davis-Bacon Act WD # CA20200018.pdf | ||
| 3. Fire Plan.doc | DOC document | |
| 05. SOW.pdf |
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Text version
PROJECT LOCATION
PROJECT SITE
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
i COVER SHEET 3/16/2020
S-01 SITE PLAN 3/16/2020
S-02 SITE PLAN 3/16/2020
D-01 CAMPSITE DETAILS 3/16/2020
D-02 ORAR AND STEP DETAILS 3/16/2020
D-03 FIBER ROLL DETAILS 3/16/2020
JERSEYDALE CAMPGROUND REHABILITATION
PHASE 2
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
RO FACILITIES PROGRAM MANAGER DATE
3/1 7/2
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FROM THE BASS LAKE RANGER DISTRICT OFFICE, HEAD EAST TOWARDS RD 8017/GRIZZLY RD AND TURN
RIGHT ONTO RD 8017/GRIZZLY RD FOR .3 MILES. TURN LEFT ON RD 225/MINARETS RD FOR .3 MILES. TURN
LEFT ONTO RD 274/MALUM RIDGE RD FOR 10.8 MILES. CONTINUE ONTO RD 222/BASS LAKE RD FOR 3.4
MILES. TURN LEFT ONTO CA-41 S FOR 3.5 MILES. TURN RIGHT ONTO CA-49 N FOR 14.9 MILES. TURN RIGHT
ONTO TRIANGLE RD FOR 3.1 MILES. TURN LEFT TO STAY ON TRIANGLE RD FOR 1.9 MILES. TURN RIGHT
ONTO JERSEYDALE RD FOR 2.2 MILES TO REACH JERSEYDALE CAMPGROUND.
REGION 5
SIERRA NATIONAL FOREST
MARIPOSA COUNTY
CALIFORNIA
TRAVEL DIRECTIONS:
SITE
EXCAVATION MATERIAL 6" (CUBIC YARDS)
AGGREGATE BASE 4" (CUBIC YARDS)
HARDENED AGGREGATE SURFACE 2" (CUBIC YARDS)
TOTAL:
TABLE-1: CAMPSITE INFORMATION (ONLY FOR SHEET S-01)
SIZE (SQ.FT)
TOTAL:
TABLE-2: OUTDOOR RECREATION ACCESS ROUTE (ORAR) INFORMATION (ONLY FOR
SHEET S-01)
NOTE: ALL ORARS ARE 4FT WIDE. STEPS SHALL BE CONSTRUCTED WHEN RUNNING SLOPE OF AN ORAR EXCEEDS 10%.
NOTE: ALL CAMPSITES ARE 18'X25' EXCEPT SITE 1 26'X25'. ALL TENT PADS ARE 16'X16'. TENT PADS SHALL BE SCARIFIED 2"-3" TO REMOVE
ROCKS, LEVELED, AND COMPACTED TO STABILIZE.
SITE EXCAVATION MATERIAL 6" (CUBIC YARDS)
AGGREGATE BASE 4" (CUBIC YARDS)
HARDENED AGGREGATE SURFACE 2" (CUBIC YARDS)
SIZE (LF)
8.33 5.56 2.77450
8.33 5.56 2.77450
8.33 5.56 2.77450
78.68 52.51 26.174250
5.04 3.36 1.68
1.63 1.09 .5422
1.70 1.14 .5623
1.85 1.23 .6225
.89 .59 .3012
3.04 2.02 1.02
20.6 13.73 6.87278
STEPS (EA)
8.33 5.56 2.77450
8.33 5.56 2.77450
SITE 1
12.04 8.03 4.01650
CONSTRUCT DOUBLE
CAMPSITE (TYP)
D-1
SITE 2
8.33 5.56 2.77450
8.33 5.56 2.77450
8.33 5.56 2.77450
8 2.22 1.48 .74630
9 2.67 1.78 .891236
SIT
E 8
NOTES:
1. THE CAMPSITE AND ORAR INFORMATION IN TABLE-1 AND TABLE-2 IS APPROXIMATE AND SHALL BE
FIELD VERIFIED BY CONTRACTOR AND APPROVED BY FOREST SERVICE REPRESENTATIVE.
2. FINAL LOCATION OF CAMPSITES, TENT PADS, ORARS, STEPS, AND TREES SHALL BE FIELD VERIFIED
BY CONTRACTOR AND APPROVED BY FOREST SERVICE REPRESENTATIVE.
3. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE
REPRESENTATIVE WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES
TO BE PROTECTED DURING CONSTRUCTION.
SIT
E 4
SITE 5
CONSTRUCT SINGLE
CAMPSITE (TYP)
CONSTRUCT STEPS
(TYP)
CONSTRUCT TENT PAD
(TYP)
D-1
D-2
D-1
PROTECT TREES (TYP)
D-1
SITE
SITE 7
PROTECT EXISTING STONE
STEPS (TYP)
SITE 9
SITE 3
21 1.56 1.04 .52
PROPOSED CXT SINGLE VAULT
TOILET BUILDING
(NOT PART OF THIS CONTRACT)
PROPOSED HITCH RAIL AREA
(NOT PART OF THIS CONTRACT)
PROTECT FAUCETS
IN-PLACE (TYP)
PROTECT ROCK DISSIPATER
IN-PLACE (TYP)
PROTECT DRAINAGE DITCH
IN-PLACE (TYP)
PROPOSED CXT DOUBLE VAULT
TOILET BUILDING
(NOT PART OF THIS CONTRACT)
PROTECT TOILET BUILDING
IN-PLACE
CONSTRUCT ORAR (TYP)
D-2
D-2
JERSEYDALE ROAD
JERSEYDALE CAMPGROUND - PROJECT AREA INDEX MAP
PROJECT AREA
SHEET S-01
PROJECT AREA
SHEET S-02
SITE 1
SITE 2
SIT
E 8
SIT
E 4
SITE 5
SITE
SITE 7
SITE 9
SITE 3
SITE
SITE 11
SITE
SITE 13
SITE 14
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
3/1 6/2
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(R5)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
REHABILITATION
PHASE 2
SIERRA NATIONAL
FOREST
BASS LAKE RANGER DISTRICT
SITE PLAN
03/16/20
CESAR SANCHEZ
CESAR SANCHEZ
X.XXX
S-01 2 6
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AutoCAD SHX Text 60'
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JERSEYDALE ROAD
SITE
EXCAVATION MATERIAL 6" (CUBIC YARDS)
AGGREGATE BASE 4" (CUBIC YARDS)
HARDENED AGGREGATE SURFACE 2" (CUBIC YARDS)
TOTAL:
TABLE-1: CAMPSITE INFORMATION (ONLY FOR SHEET S-02)
SIZE (SQ.FT)
TOTAL:
TABLE-2: OUTDOOR RECREATION ACCESS ROUTE (ORAR) INFORMATION (ONLY FOR
SHEET S-02)
NOTE: ALL ORARS ARE 4FT WIDE. STEPS SHALL BE CONSTRUCTED WHEN RUNNING SLOPE OF AN ORAR EXCEEDS 10%.
NOTE: ALL CAMPSITES ARE 18'X25'. ALL TENT PADS ARE 16'X16' EXCEPT SITE 14 TENT PAD IS 59 SQ.FT. LARGER IN SIZE DUE TO TOPOGRAPHY. TENT PADS SHALL BE SCARIFIED 2"-3" TO REMOVE ROCKS, LEVELED, AND COMPACTED TO STABILIZE.
SITE EXCAVATION MATERIAL 6" (CUBIC YARDS)
AGGREGATE BASE 4" (CUBIC YARDS)
HARDENED AGGREGATE SURFACE 2" (CUBIC YARDS)
SIZE (LF)
8.33 5.56 2.77450
8.33 5.56 2.77450
8.33 5.56 2.77
41.65 27.80 13.852250
.96 .64 .32
.89 .59 .30
0 0 00
.59 .40 .198
4.44 2.96 1.4860
STEPS (EA)
SITE
SITE 11
SITE
SITE 13
SITE 14
8.33 5.56 2.77450
2.00 1.33 .67427
CONSTRUCT TENT PAD
(TYP)
D-1
D-1
CONSTRUCT SINGLE
CAMPSITE (TYP)
D-1
8.33 5.56 2.77450
CONSTRUCT STEPS
(TYP)
D-2
NOTES:
1. THE CAMPSITE AND ORAR INFORMATION IN TABLE-1 AND TABLE-2 IS APPROXIMATE AND SHALL BE
FIELD VERIFIED BY CONTRACTOR AND APPROVED BY FOREST SERVICE REPRESENTATIVE.
2. FINAL LOCATION OF CAMPSITES, TENT PADS, ORARS, STEPS, AND TREES SHALL BE FIELD VERIFIED
BY CONTRACTOR AND APPROVED BY FOREST SERVICE REPRESENTATIVE.
3. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE
REPRESENTATIVE WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE
PROTECTED DURING CONSTRUCTION.
REMOVE STUMP
(TYP)
W
W
W
W
W
W
W
INSTALL FIBER ROLLS
(TYP)
D-3
CONSTRUCT ORAR (TYP)
D-2
D-2
PROTECT FAUCETS
IN-PLACE (TYP)
PROTECT DUMPSTER
PADS IN-PLACE (TYP)
PROTECT ROCK DISSIPATER
IN-PLACE (TYP)
PROTECT DRAINAGE DITCH
IN-PLACE (TYP)
PROTECT TREES (TYP)
CONSTRUCT ORAR (TYP)
JERSEYDALE ROAD
JERSEYDALE CAMPGROUND - PROJECT AREA INDEX MAP
PROJECT AREA
SHEET S-01
PROJECT AREA
SHEET S-02
SITE 1
SITE 2
SIT
E 8
SIT
E 4
SITE 5
SITE
SITE 7
SITE 9
SITE 3
SITE
SITE 11
SITE
SITE 13
SITE 14
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
3/1 6/2
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(R5)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
REHABILITATION
PHASE 2
SIERRA NATIONAL
FOREST
BASS LAKE RANGER DISTRICT
SITE PLAN
03/16/20
CESAR SANCHEZ
CESAR SANCHEZ
X.XXX
S-02 3 6
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DOUBLE CAMPSITE
D-1
NTS
SINGLE CAMPSITE
D-1
NTS
16' TYP.
16' TYP. 18' TYP.
25' TYP.
4' MIN.
4' MIN.
4' MIN.
5' TYP.
4' TYP.
7' TYP.
8' TYP.
16' TYP.
16' TYP. 26' TYP.
25' TYP.
4' MIN.
4' MIN.
5' TYP.
4' MIN.
4' MIN.
5' TYP.
4' TYP.
7' TYP.
8' TYP.
4' MIN.4' MIN.
16' TYP.
16' TYP.
EX. TREE
EX. TREE
EX. TREE
EX. TREE
EX. ROCK
EX. ROCK
5' TYP.
5' TYP.
FULL BENCH
BALANCED BENCH NO BENCH
NOTES:
1. CAMPSITES AND TENT PADS SHALL BE CONSTRUCTED AS SHOWN ON THE
PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE
REPRESENTATIVE.
2. WHEN TENT PAD IS ADJACENT TO CAMPSITE, CONSTRUCT THE TENT PAD
SURFACE FLUSHED WITH THE CAMPSITE.
3. CAMPSITES AND TENT PADS SHALL BE STABILIZED AND GRADED WITH SLOPE
TO DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT EXCEED 2% IN ANY
DIRECTION.
4. RETAIN EXISTING VEGETATION WHEN IT DOES NOT CONFLICT WITH GRADING.
5. SHEET DRAIN RUNOFF WATER ACROSS CAMPSITES AND TENT PADS.
6. ADJUST PERIMETER OF THE SITE AS NEEDED TO ACCOMMODATE MINIMUM
CLEARANCES SHOWN ON THE DRAWINGS.
7. CUT OR FILL SLOPES SHALL NOT EXCEED 2:1
8. ALL SINGLE CAMPSITES WILL BE A MINIMUM OF 450 SQ FT., AND ALL DOUBLE
CAMPSITES SHALL BE A MINIMUM OF 650 SQ FT UNLESS NATURAL OBJECTS
ARE INCORPORATED THAT CHANGE THE SQUARE FOOTAGE WHILE STILL
MAINTAINING ALL REQUIRED MINIMUM CLEAR SPACES.
9. ALL TENT PADS WILL BE A MINIMUM OF 256 SQ FT.
10. EDGE OF CLEARING LIMITS - 18" MIN. FROM THE EDGE OF TENT PADS AND
CAMPSITES.
11. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE BALANCED
BENCH.
12. FOR SIDE SLOPES GREATER THAN 10%, CAMPSITE TO BE ALL CUT, SEE FULL
BENCH.
13. FOR SIDE SLOPES LESS THAN 5%, CAMPSITE TO MATCH GRADE OR BE ALL FILL
TO HELP DRAINAGE, SEE NO BENCH.
4' MIN.
5' TYP.
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
3/1 6/2
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(R5)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
REHABILITATION
PHASE 2
SIERRA NATIONAL
FOREST
BASS LAKE RANGER DISTRICT
CAMPSITE DETAILS
03/16/20
CESAR SANCHEZ
CESAR SANCHEZ
X.XXX
D-01 4 6
AutoCAD SHX Text
HARDENED AGGREGATE SURFACE SEE DETAIL
AutoCAD SHX Text
TENT PAD SEE PLANS FOR LOCATION
AutoCAD SHX Text 2 D-2
AutoCAD SHX Text COMPACTED NATIVE SOIL, SCARIFY 2"-3", REMOVE ROCKS, LEVEL AND RE-COMPACT TO STABILIZE
AutoCAD SHX Text REQUIRED CLEAR SPACE: NATURAL OBJECTS MAY BE INCORPORATED INTO THE CAMPSITE AND TENT PAD, AS LONG AS THE MINIMUM 4 FT OF CLEAR SPACE IS MAINTAINED AROUND THE PICNIC TABLE AND FIRE RING.
AutoCAD SHX Text
TENT PAD SEE PLANS FOR LOCATION
AutoCAD SHX Text COMPACTED NATIVE SOIL, SCARIFY 2"-3", REMOVE ROCKS, LEVEL AND RE-COMPACT TO STABILIZE
AutoCAD SHX Text REQUIRED CLEAR SPACE: NATURAL OBJECTS MAY BE INCORPORATED INTO THE CAMPSITE LIVING SPACE AND TENT PAD, AS LONG AS THE MINIMUM 4 FT OF CLEAR SPACE IS MAINTAINED AROUND THE PICNIC TABLE AND FIRE RING.
AutoCAD SHX Text
TENT PAD SEE PLANS FOR LOCATION
AutoCAD SHX Text COMPACTED NATIVE SOIL, SCARIFY 2"-3", REMOVE ROCKS, LEVEL AND RE-COMPACT TO STABILIZE
AutoCAD SHX Text PICNIC TABLES AND FIRE RINGS ARE OUTSIDE THE SCOPE OF THIS PROJECT BUT ARE SHOWN FOR CONTEXT PURPOSES TO ASSIST IN THE IDENTIFICATION OF THE REQUIRED CLEAR SPACE.
AutoCAD SHX Text
CAMPSITE
AutoCAD SHX Text
EXISTING GRADE
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EXISTING GRADE
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CAMPSITE
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EXISTING GRADE
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CAMPSITE FG MATCH EG
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CAMPSITE FG MATCH EG
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CAMPSITE FG MATCH EG
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CAMPSITE
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HARDENED AGGREGATE SURFACE SEE DETAIL
AutoCAD SHX Text 2 D-2
AutoCAD SHX Text PICNIC TABLES AND FIRE RINGS ARE OUTSIDE THE SCOPE OF THIS PROJECT BUT ARE SHOWN FOR CONTEXT PURPOSES TO ASSIST IN THE IDENTIFICATION OF THE REQUIRED CLEAR SPACE.
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EXISTING SLOPE
EXISTING SLOPE
T
Y
P
T
Y
P
2% SLOPE
NOTES:
1. ALL HARDENED AGGREGATE SURFACES SHALL BE CONSTRUCTED AS
SHOWN ON THE PLANS.
2. SEE SECTION 02340 FOR REQUIREMENTS FOR HARDENED AGGREGATE
SURFACES.
HARDENED AGGREGATE SURFACE SECTION
D-2
NTS
OUTDOOR RECREATION ACCESS ROUTE (ORAR)
D-2
NTS
4'-0" 2'
CLEARING LIMITS
CLEARING HEIGHT 10'
FULL BENCH
BALANCED BENCH
NOTES:
1. REMOVE ALL VEGETATION IN THE ORAR.
2. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL, SEE
BALANCED BENCH.
3. FOR SIDE SLOPES GREATER THAN 10%, ORAR TO BE ALL CUT, SEE
FULL BENCH.
4. FOR SIDE SLOPES LESS THAN 5%, ORAR TO MATCH GRADE OR BE
ALL FILL TO HELP DRAINAGE, SEE NO BENCH.
5. LONGITUDINAL SLOPE (RUNNING GRADE) SHOULD BE LESS THAN
HALF OF THE SIDE SLOPE OF THE HILLSIDE.
6. DO NOT REMOVE TREES OVER 6" IF THEY ARE OVER 3' FROM THE
CENTERLINE OF ORAR.
7. REMOVE TREES 6" OR LESS IN DIAMETER IF THEY ARE WITHIN 3' OF
CENTERLINE OF ORAR.
8. SAW BRANCHES FLUSH WITH TRUNK ANY TREE BRANCHES
EXTENDING INTO THE CLEARING LIMITS OF THE ORAR.
9. BRUSH EXTENDING INTO CLEARING LIMITS THAT IS OVER 12
INCHES IN HEIGHT AND 1/2 INCH IN DIAMETER SHALL BE CUT FLUSH
WITH THE MAIN STEM AT A BRANCH FOR OR AT GROUND LEVEL IF A
FORK MAIN STEM IS NONEXISTENT.
10. CUT ALL LOGS IN ORAR 4 FEET UPHILL AND DOWNHILL OF
CENTERLINE OF ORAR.
1'
NO BENCH
2'
STEPS
D-2
NTS
4'-0"
6" TYP
UP TO 1%
SLOPE
S
L
O
P
E
S
L O
P E
2% SLOPE
EXISTING GROUND
COMPACTED
NATIVE MATERIAL
WOOD STEPS
DAYLIGHT FILL
15" TYP
5' LANDING BETWEEN
SETS OF 3 to 5 STEPS TYP
15"
18" #4 REBAR ANCHOR
DRIVEN THROUGH DRILLED
HOLES IN TIMBERS (TYP)
WOOD STEP TREAD 6" X 6" X 5' SRS PTDF WITH HALF LAP
JOINT AT BOTH ENDS TO CONFECT WITH STAIR FRAME
6" X 6" X 4' SRS PTDF TIMBER STAIR
FRAME. CUT HALF LAP JOINT ON
EXPOSED END FOR STEP JOINERY
4'
NOTES:
1. REBAR SHALL BE DRIVEN DOWN 1" BELOW STEP AND THEN CAULKED WITH ELASTOMERIC SEALANT: ONE
PART NON-ACID-CURING SILICONE TYPES; GRADE NS;CLASS 25 AND SHALL BE BROWN OR CLEAR IN COLOR.
2. 6" X 6" SOFT WOOD LUMBER SHALL BE PRESSURE TREATED.
3. SAW CUT ENDS SHALL BE RETREATED.
4. STEPS SHALL BE CONSTRUCTED ALONG ALIGNMENT AS SHOWN ON THE PLANS, HOWEVER FIELD FIT TO
INCORPORATE EXISTING NATURAL FEATURES SUCH AS TREES AND ROCKS.
5. STEPS SHALL TYPICALLY BE 15" ON CENTER, INCLUDING WHEN STEPS ARE ON A CURVE.
TREAD
6" X 6" X 4' SRS PTDF
TIMBER BASE FRAME
FOR WOOD STEPS
3" 15"
LANDING
LANDING
S
L
O
P
E
S
L O
P E
4'-0"
# 4 REBAR ANCHOR
HARDENED AGGREGATE
SURFACE TRAIL
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
3/1 6/2
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(R5)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
REHABILITATION
PHASE 2
SIERRA NATIONAL
FOREST
BASS LAKE RANGER DISTRICT
ORAR AND STEP
DETAILS
03/16/20
CESAR SANCHEZ
CESAR SANCHEZ
X.XXX
D-02 5 6
AutoCAD SHX Text
AS SHOWN ON PLANS
AutoCAD SHX Text 2" COMPACTED AGGREGATE, SURFACE COURSE, GRADING C, MIN. OF 90% COMPACTION USING A VIBRATION PLATE COMPACTOR
AutoCAD SHX Text 4" COMPACTED AGGREGATE BASE COURSE, GRADING A, MIN. OF 95% COMPACTION, ASSHTO T-99, METHOD C OR D
AutoCAD SHX Text
COMPACTED NATIVE SOIL SUBGRADE
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NATIVE SHOULDER BACKFILL FLUSH W/ AGGREGATE SURFACE
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MAXIMUM FINISHED SUBGRADE WIDTHS: 3' ORARS - 5' 4' ORARS - 6'
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EXISTING GROUND
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HARDENED AGGREGATE SURFACE, SEE DETAIL
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SAW BRANCHES FLUSH WITH TRUCK TO AVOID STUBS (TYP.)
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ORAR BED
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ORAR BED
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EXISTING GRADE
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EXISTING GRADE
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ORAR BED
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EXISTING GRADE
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ORAR FG MATCH EG
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ORAR FG MATCH EG
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ORAR FG MATCH EG
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NATIVE SHOULDER BACKFILL FLUSH WITH AGGREGATE SURFACE
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CUT
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CUT
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SECTION 2
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SECTION 1
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PLAN
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FIBER ROLL
D-3
NTS
4' (TYP.)
1'
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
3/1 6/2
0 1 7:
C
ES
AR
SA
NC
HE
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F:
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S
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N\
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(R5)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
REHABILITATION
PHASE 2
SIERRA NATIONAL
FOREST
BASS LAKE RANGER DISTRICT
FIBER ROLL DETAILS
03/16/20
CESAR SANCHEZ
CESAR SANCHEZ
X.XXX
D-03 6 6
AutoCAD SHX Text NOTES: 1. PLACEMENT OF FIBER ROLLS IS SUBJECT TO EXISTING CONDITIONS. PLACEMENT OF FIBER ROLLS IS SUBJECT TO EXISTING CONDITIONS. 2. PLACE FIBER ROLLS AS SHOWN ON PLAN SHEET. PLACE FIBER ROLLS AS SHOWN ON PLAN SHEET. 3. FIBER ROLLS SHALL BE COMPLETELY MADE OF BIO-DEGRADABLE FIBER ROLLS SHALL BE COMPLETELY MADE OF BIO-DEGRADABLE MATERIAL 4. PLACE GRAVEL BAGS OVER FIBER ROLL WHEN STAKES CANNOT BE PLACE GRAVEL BAGS OVER FIBER ROLL WHEN STAKES CANNOT BE USED DUE TO BEDROCK.
AutoCAD SHX Text INSTALL 1"x2"x24" WOOD STAKES
AutoCAD SHX Text INSTALL 1"x2"x24" WOOD STAKES
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EXISTING GROUND
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8" DIA FIBER ROLL (TYP)
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8" DIA FIBER ROLL BURY DIA (TYP)12 DIA (TYP)
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EXISTING GROUND
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PLACE FIBER ROLLS TO ELIMINATE ANY GAPS
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8" DIA FIBER ROLL (TYP)
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SECTION A-A
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PROFILE
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| JerseydaleCG_Phase2_CoverSheet_031820_Final |
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File details come from the government source that posted it. Updated .