3. Project Drawings.pdf
PDF 5 MB Posted
- Solicitation number
- 127EAW24R0018
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of project drawings related to a federal contract opportunity for the Fleming Meadows Trailhead Improvement Project for the Eldorado National Forest. The drawings provide details on the proposed demolition, layout, grading, and construction of site improvements including a new parking area, trailhead, vault toilet building, gate, and erosion control measures. The project has an estimated value between $250,000 and $500,000 and is set aside for total small business participation. Key details include the solicitation number, 127EAW24R0018, a mandatory site visit on April 15, 2024, and a deadline of April 19, 2024 for submitting requests for information. The drawings also include general notes on construction requirements, erosion control, and tree protection.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 4. Fire Plan.pdf | ||
| 1. Statement of Work and Specifications.pdf | ||
| 6. RFI Form.docx | DOCX document | |
| 5. Davis-Bacon Act WD # CA20240007.pdf | ||
| 2. Schedule.docx | DOCX document | |
| 127EAW24R0018 - Fleming Meadows Trailhead Parking.pdf |
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Text version
FOREST LOCATION
VICINITY MAP
SHEET OF
United States Department of Agriculture Forest Service
FLEMING MEADOWS TRAILHEAD
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
3/1 2/2
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CALIFORNIA
EL DORADO COUNTY
R05 PACIFIC SOUTHWEST
ELDORADO NATIONAL FOREST
PLACERVILLE RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
1 COVERSHEET 3/4/2024
G-01 SCHEDULE OF ITEMS 3/4/2024
G-02 GENERAL NOTES 3/4/2024
DE-01 DEMO PLAN 3/4/2024
L-01 LAYOUT PLAN 3/4/2024
L-02 GRADING PLAN 3/4/2024
D-01 DETAILS 1 3/4/2024
D-02 DETAILS 2 3/4/2024
D-03 DETAILS 3 3/4/2024
D-04 DETAILS 4 3/4/2024
D-05 DETAILS 5 3/4/2024
D-06 DETAILS 6 3/4/2024
D-07 DETAILS 7 3/4/2024
D-08 EROSION CONTROL 3/4/2024
D-09 TREE PROTECTION 3/4/2024
PREPARED BY:
DATELANDSCAPE ARCHITECT
PLACERVILLE RANGER DISTRICT OFFICE
4260 8 MILE ROAD
CAMINO CA 95709
TRAVEL DIRECTIONS:
FROM THE PLACERVILLE RANGER DISTRICT OFFICE, HEAD EAST ON HWY 50
TOWARDS POLLOCK PINES. TAKE EXIT 60 FOR SLY PARK RD, AND TURN RIGHT
ONTO SLY PARK RD. TRAVEL SLY PARK ROAD FOR 4.6 MILES BEFORE TURNING LEFT
ONTO MORMON EMIGRANT TRAIL (MET). FOLLOW MET FOR 1.7 MILES AND TURN
RIGHT ONTO BONETTI RD. DESTINATION WILL BE .2 MILES DOWN BONETTI RD.
LAT/LONG: 38.70907893848154, -120.544137670469
IMPROVEMENT GAOA PROJECT
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 2/2
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PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
SCHEDULE OF ITEMS
03/04/2024
JMH
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RE
G-01 002 015
SCHEDULE OF ITEMS
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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
3/1 2/2
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PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
GENERAL NOTES
03/04/2024
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G-02 003 015
NOTES:
1. CONTRACTOR SHALL POSSESS A VALID CALIFORNIA CONTRACTOR'S LICENSE. ALL LICENSES SHALL
REMAIN IN EFFECT THROUGHOUT THE TERM OF THIS CONTRACT.
2. EROSION CONTROL MEASURES ARE REQUIRED AT ALL STAGING AREAS AND WHEN EXCAVATION OCCURS IN OR NEAR WET DRAINAGES. EROSION CONTROL IS INDIRECT TO OTHER PAID ITEMS.
CONTRACTOR TO SELECT THE TYPE OF EROSION CONTROL NECESSARY FOR WORK. SEE TYPICALS FOR
APPROVED METHODS OF EROSION CONTROL AND FP-14 SECTION 157 FOR MORE INFORMATION.
3. EROSION CONTROL SHALL BE INSPECTED REGULARLY TO ENSURE FUNCTIONALITY. CONTRACTOR SHALL TAKE CORRECTIVE ACTIONS TO ENSURE EROSION CONTROL IS WORKING PROPERLY AT ALL
TIMES.
4. ALL ROADS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE MAINTAINED BY THE
CONTRACTOR.
5. RIPRAP, CLASS II, MAY COME FROM A COMMERCIAL SOURCE OR MAY BE COLLECTED ON SITE AS LONG AS IT MEETS SIZE REQUIREMENTS. UNITS FOR RIPRAP ARE IN CUBIC YARDS (CY) AND WILL BE
MEASURED IN PLACE FOR PAYMENT.
6. COMMERCIAL ROCK SOURCES - AGGREGATE SHALL BE OBTAINED FROM AN APPROVED SOURCE, CERTIFIED WEED FREE AND CERTIFIED TO CONTAIN NO MORE THAN 0.25% ASBESTOS TO BE IN
COMPLIANCE WITH CALIFORNIA HEALTH AND SAFETY CODE SECTIONS 93105 AND 93106.
7. MATERIAL SOURCE SUBMITTALS ARE REQUIRED. WEIGHT TICKETS FOR MATERIALS FROM COMMERCIAL SOURCES ARE REQUIRED FOR PAYMENT WHEN UNITS ARE IN TONS. WEIGHT TICKETS SHALL SPECIFY WHICH ROAD ROCK THE PRODUCTS WERE DELIVERED TO. FAILURE TO COMPLY MAY LEAD TO A DELAY IN
PAYMENT FOR ROCK AND ASSOCIATED WORK.
8. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN MEETING THE LATEST VERSION OF THE MUTCD.
PLAN SHALL BE APPROVED BY COR IN CONSULTATION WITH RECREATION STAFF PRIOR TO START OF
WORK. NOTIFY FOREST SERVICE ABOUT EXTENDED ROAD CLOSURES PRIOR TO WORK.
9. CONTRACTOR SHALL SUBMIT AC MIX DETAILS FOR COR APPROVAL. SEE FP-14 SECTION 403 FOR
REQUIREMENTS.
10. IF A PROPOSED OR FEDERALLY LISTED THREATENED, ENDANGERED, OR FOREST SERVICE SENSITIVE (TES) BOTANICAL, AQUATIC, OR TERRESTRIAL SPECIES ARE DETECTED DURING WORK, OPERATIONS
SHALL CEASE IN THAT AREA, AND COR SHALL BE INFORMED IMMEDIATELY TO CONSULT WITH
APPROPRIATE BIOLOGIST TO DETERMINE APPROPRIATE ACTIONS TO TAKE.
11. THE CONTRACTOR SHALL PROTECT ALL TREES, SHRUBS, AND OTHER VEGETATION OUTSIDE OF
GRADING LIMITS DURING CONSTRUCTION. ANY EXISTING VEGETATED AREA DISTURBED BY
CONSTRUCTION OPERATIONS SHALL BE RESTORED AS CLOSELY AS PRACTICAL TO ITS PREEXISTING CONDITION AT THE CONTRACTOR'S EXPENSE. IF THIS CONDITION OCCURS IT IS RECOMMENDED THAT THE EXISTING LANDSCAPING/VEGETATION BE SALVAGED AND REPLACED. IF THIS IS NOT POSSIBLE, DISTURBED AREAS SHALL BE REVEGETATED AT THE EXPENSE OF THE CONTRACTOR TO THE
SATISFACTION OF THE FOREST SERVICE.
12. APPLY 1-2" OF MULCH TO ALL DISTURBED AREAS. MULCHING MATERIAL SHALL BE SHREDDED SLASH
MATERIAL FROM THE ASSOCIATED TREE REMOVAL. SEE TECHNICAL CONDITIONS.
13. VEGETATION (LESS THAN OR EQUAL TO 10" DIAMETER MEASURED 4' ABOVE GROUND SURFACE) SHALL BE CLEARED AND GRUBBED ONLY WHERE SHOWN ON THE DRAWINGS. CLEARING OF TREES, SHRUBS, OR VEGETATION SHALL BE APPROVED BY THE FOREST SERVICE REPRESENTATIVE.
14. EXISTING TREES THAT ARE IN OR ADJACENT TO THE CONSTRUCTION AREA AND ARE GREATER THAN 10" IN DIAMETER (MEASURED 4' ABOVE GROUND SURFACE) SHALL REMAIN IN PLACE AND BE PROTECTED
FROM DAMAGE UNLESS SHOWN TO BE REMOVED ON THE PLANS.
15. EXISTING CONDITION SURVEY DOES NOT INCLUDE TREES. NECESSARY TREE REMOVALS WILL BE FLAGGED AND FINALIZED IN THE FIELD WITH THE C.O.R. THE CONTRACT ACCOUNTS FOR UP TO TEN (10)
TREES.
16. ALL DIMENSIONS GIVEN ARE IN FEET UNLESS SPECIFIED OTHERWISE.
17. ALL DIMENSIONS ARE SUBJECT TO FIELD ADJUSTMENTS AS DETERMINED BY COR.
18. EVERY EFFORT HAS BEEN MADE TO SHOW LOCATIONS OF ANY AND ALL EXISTING SURFACE AND
SUBSURFACE STRUCTURES. HOWEVER, ACTUAL FIELD CONDITIONS AND LOCATIONS CAN VARY
CONSIDERABLY FROM THE PLAN LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE
PROTECTION OF AND REPAIR OF ANY DAMAGE TO EXISTING UNDERGROUND FACILITIES. CALL
"UNDERGROUND SERVICE ALERT" 811 OR 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO ANY
EXCAVATION.
19. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS
REQUIREMENT WILL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING
HOURS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF
PROPER SHORING OF TRENCHES IN ACCORDANCE WITH OCCUPATIONAL SAFETY LAWS. THE DUTIES
OF THE PROJECT ENGINEER DO NOT INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS
SAFETY IN, ON, OR NEAR THE CONSTRUCTION SITE.
20. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED IN THESE PLANS, THE CONTRACTOR SHALL CONTACT THE
COR AS SOON AS POSSIBLE FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.
21. THE LOCATIONS SHOWN FOR PROPOSED CONSTRUCTION (BOTH HORIZONTALLY AND VERTICALLY) WERE DETERMINED PRIMARILY FROM THE TOPOGRAPHIC SURVEY. THE CONTRACTOR SHALL NOTIFY THE COR IMMEDIATELY IF CONFLICTS ARE EVIDENT OR WILL BE CREATED BY THE PROPOSED DESIGN AS SOON AS THEY ARE IDENTIFIED. IN ADDITION, ANY DEVIATION FROM THE APPROVED DESIGN
SHALL BE COORDINATED WITH AND APPROVED BY THE COR.
22. ANY PORTIONS OF THE EXISTING GATE NOT SALVAGED FOR RELOCATION SHALL BE DEMOLISHED
AND DISPOSED OF PROPERLY. ALL DEBRIS SHALL BE REMOVED FROM FOREST SERVICE LAND.
23. THE CONTRACTOR SHALL REMOVE, STORE, AND REPLACE ANY EXISTING SIGNS AND GATES
IMPACTED BY THE PROPOSED CONSTRUCTION.
24. NEW SIGNS, POSTS, HARDWARE AND INSTALLATION TO BE PROVIDED BY THE CONTRACTOR.
25. TRAILS, SITE FURNISHINGS, AND FACILITIES ARE DESIGNED TO MEET CURRENT ABA ACCESSIBILITY STANDARDS AND FOREST SERVICE ACCESSIBILITY GUIDELINES (i.e. FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES - FSORAG). CONSTRUCTION OF THESE ITEMS SHALL ALSO MEET THE GUIDELINES UNLESS OTHERWISE IDENTIFIED ON THE PLANS. ALL TRAILS SHALL BE
CONSTRUCTED AS ACCESSIBLE ROUTES.
26. ANY SITE FACILITIES NOT SHOWN ON THE DRAWINGS SCHEDULED FOR DEMOLITION WILL BE
IDENTIFIED BY THE COR PRIOR TO OR DURING CONSTRUCTION.
27. CONSTRUCTION STAKING SHALL BE APPROVED BY THE COR PRIOR TO BEGINNING EXCAVATION OPERATIONS TO ENSURE THAT SLOPE STAKING WILL PROVIDE THE DESIRED SITE RESTORATION TO
CONFORM WITH THE EXISTING TERRAIN. DIMENSIONS SHOWN ON PLANS ARE FOR ADDITIONAL
INFORMATION ONLY.
28. ALL PAVEMENT STRIPING SHALL BE LAID OUT BY THE CONTRACTOR FOR APPROVAL BY THE COR
PRIOR TO ANY APPLICATION OF PAINT.
29. THE 'AS-BUILT' PLAN SET SHALL INCLUDE NEWLY INSTALLED ITEMS, AS WELL AS THE LOCATION OR
TERMINATION OF ANY ABANDONED SYSTEMS THAT ARE KNOWN OR DISCOVERED DURING
CONSTRUCTION.
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SIGN
SIGN
GATE
GATE
GATE
GATE
GATE
GATE
CP1
CP2
CLEAR BRUSH AND REMOVE
TREES IN EXTENT OF GRADING
FOOTPRINT. SEE GENERAL NOTES 13-15
REMOVE AND
DISPOSE OF EXISTING
GATE OFF FOREST
SERVICE LAND
EXISTING BOULDER, SALVAGE
AND RELOCATE. SEE TECHNICAL CONDITIONS, TYP.
EXISTING ASPHALT TO BE REMOVED AND DISPOSED
EXISTING BOULDER, SALVAGE
AND RELOCATE. SEE TECHNICAL
CONDITIONS, TYP.
CLEAR BRUSH
CLEAR AND DISPERSE
DEBRIS PILE
SAWCUT
EXISTING SIGN TO
REMAIN. PROTECT IN
PLACE OR STORE IN SAFE
LOCATION.
TO MORMON EMIGRANT TRAIL
EXISTING GATE TO REMAIN.
PROTECT IN PLACE.
REMOVE AND
DISPOSE OF EXISTING
ASPHALT
THIS AREA OF DEMOLITION PLAN IS ONLY
TO BE PERFORMED IF PARKING LOT
EXPANSION OPTION IS EXERCISED.
BID OPTION: PARKING
EXPANSION
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 2/2
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R05
PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DEMO PLAN
03/04/2024
JMH
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DE-1
004 015
NOTES:
1. TREES WILL BE MARKED IN THE FIELD AND INVENTORIED BY USFS PRIOR TO REMOVAL.
2. THE TYPES, LOCATIONS, SIZES, EXTENTS AND/OR DEPTHS OF EXISTING IMPROVEMENTS (ABOVE GROUND
AND UNDERGROUND) THAT ARE SHOWN MAY NOT BE EXACT. USFS ASSUMES NO RESPONSIBILITY FOR ANY EXISTING FACILITY WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING APPROPRIATE UTILITY AGENCIES TO DETERMINE LOCATIONS OF FACILITIES PRIOR TO ANY CONSTRUCTION WORK. THE CONTRACTOR SHALL BE FURTHER RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGE TO ANY EXISTING FACILITY. ANY DEVIATION OF FACILITIES LOCATED IN THE FIELD FROM THAT SHOWN ON THE PLANS SHALL REQUIRE THE CONTRACTOR TO NOTIFY THE CO IMMEDIATELY. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE ALL EXISTING FEATURES TO REMAIN/PROTECT IN PLACE AND TO BE REMOVED. HOWEVER, ADDITIONAL ITEMS
MAY REQUIRE DEMOLITION AS DIRECTED BY THE CO.
3. THE TREES SHOWN ON THE PLANS TO BE REMOVED ARE A DIRECT RESULT OF THE CONSTRUCTION RELATED ACTIVITIES. THESE TREES WILL REQUIRE COMPLETE STUMP REMOVAL AND WILL HAVE A UNIQUE COLOR / SYMBOLOGY IDENTIFIER PAINTED ON THEM. WHILE EVERY EFFORT HAS BEEN MADE TO PRE-DETERMINE AND IDENTIFY THE TREES THAT NEED TO BE REMOVED, ONCE SITE WORK COMMENCES, CONSTRUCTION RELATED ACTIVITIES MAY IDENTIFY ADDITIONAL TREES THAT NEED TO BE REMOVED, AND LIKEWISE WILL REQUIRE COMPLETE STUMP REMOVAL. NO ADDITIONAL TREE REMOVAL OTHER THAN THAT
SHOWN ON THESE PLANS SHALL BE PERFORMED WITHOUT WRITTEN DIRECTION FROM USFS.
4. SLASH MAY BE CHIPPED FOR MULCH AND SPREAD FOR EROSION CONTROL/STABILIZATION TO FULLY
COVER DISTURBED AREAS.
5. HAZARD TREES MAY BE REQUIRED FOR REMOVAL AS DIRECTED BY USFS. HAZARD TREES ARE NOT
IDENTIFIED ON THESE PLANS.
Feet 0 15 30
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SIGN
GATE
GATE
GATE
GATE
GATE
GATE
CP1
CP2
50'
R5
R10.0
R5
R33
R42.5
R10
80'
60'
R5
18'
19'
R47
R46
.00
.00
INSTALL SINGLE
UNIT VAULT TOILET
(LEFT-HAND MODEL)
RECONSTRUCT AND REPAVE EXISTING
PARKING AREA AND TURNAROUND
CONSTRUCT NEW 14 STALL
AC PARKING LOT WITH
TURNAROUND
INSTALL 6' CURBSTOPS, TYP.
PAINT STALL MARKERS
IMPROVE APPROX.
140' OF TRAIL
INSTALL 18' GATE
PLACE BARRIER
ROCK, TYP.
CONSTRUCT AC
ENTRANCE DRIVE
RE-STRIPE PARKING AREA,
INCLUDE VAN ACCESSIBLE SPOT
WITH AISLE
EXISTING INFORMATION
BOARDS TO REMAIN
PLACE BARRIER ROCK, TYP.
EXPAND TURNING
CIRCLE RADIUS
LEAVE MIN. 25' GAP IN BARRIER
ROCKS FOR TIE-OUT
INSTALL FEE COLLECTION TUBE
CONSTRUCT 1' AGGREGATE
SHOULDER, TYP.
CONSTRUCT ACCESSIBLE
PATH TO TOILET ENTRANCE
INSTALL INFORMATION
BOARD AND FEE
COLLECTION TUBE
EXTEND EXISTING
DRAINAGE SWALE
EXISTING GATE
TO REMAIN
RESURFACE ROAD
SEGMENT TO GATE
WITH MIN. 6"
DEPTH AB
INSTALL BEAR PROOF
TRASH BIN
INSTALL ACCESSIBLE
PARKING SIGN
D-2
D-1
D-4
D-2
D-2
SAWCUT
SAWCUT
D-3
D-1
D-4
D-2
D-1
D-3
D-5
D-1
PAINT DIRECTIONAL ARROW
D-4
TO MORMON EMIGRANT TRAIL
BID OPTION: PARKING
EXPANSION
D-6
12'
OPTION ITEM: INSTALL 6' CURBSTOPS
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 1/2
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R05
PACIFIC SOUTHWEST
FLEMING MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
LAYOUT PLAN
03/04/2024
JMH
JMH
RE
L-01 005 015Feet
0 15 30 3000
NOTES:
1. SEE GRADING PLAN (L-02) FOR GRADING INFORMATION.
2. USFS TO PROVIDE DIRECTION ON EXACT PLACEMENT OF SITE FURNISHINGS
AND BARRIER ROCK.
LEGEND
TRAIL
NEW ASPHALT
NEW TRASH BIN
NEW ALUMINUM SIGN
INFORMATION BOARD
NEW FEE TUBE
NEW GATE
TOILET BUILDING
BARRIER ROCK
EXISTING CONTOURS
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SIGN
GATE
GATE
GATE
GATE
GATE
GATE
CP1
CP2
5%
29912990
N: 4940.718 E: 4958.986
Z: 2999.17
N: 4930.048 E: 4973.154
Z: 2998.49
Z: 2998.49
CP1
CP2
BID OPTION: PARKING
EXPANSION
N: 4829.991 E: 4892.994 Z: 2992.061
N: 4780.288 E: 4852.676 Z: 2990.136
N: 4818.078 E: 4806.090 Z: 2992.508
N: 4844.588 E: 4814.689 Z: 2993.462
N: 4810.792 E: 4884.916 Z: 2991.445
N: 4792.930 E: 4870.426 Z: 2990.360
N: 4903.099 E: 4917.503 Z: 2999.26
N: 4900.290 E: 4877.084 Z: 2998.34
N: 4891.829 E: 4874.557 Z: 2997.65 N: 4912.013
E: 4909.420 Z: 2999.61
N: 4949.301 E: 4951.203
Z: 2999.41
N: 4940.771 E: 4983.101 Z: 2998.49
N: 4880.845 E: 4864.158 Z: 2996.76
N: 4918.529 E: 4854.344
Z: 2999.98
N: 4952.267 E: 4791.733 Z: 3003.46N: 4939.942
E: 4780.588 Z: 3002.32
N: 4910.955 E: 4820.717 Z: 2999.93
N: 4921.424 E: 4875.639
Z: 3000.08
N: 4941.857 E: 4904.790
Z: 3000.25
N: 5021.136 E: 4983.124
Z: 3000.76
N: 4990.669 E: 4956.286
Z: 3000.26
N: 5034.078 E: 5053.315 Z: 2999.93
N: 4954.314 E: 4953.323 Z: 2999.49
N: 4953.286 E: 4991.129 Z: 2998.71
N: 4949.330 E: 5019.887 Z: 2997.95
N: 4913.412 E: 4904.178
Z: 2999.47
N: 5000.000 E: 5000.000 Z: 3000.00
N: 4846.662 E: 4776.482
Z: 2992.15
N: 4859.374 E: 4796.452 Z: 2994.272
N: 4868.740 E: 4821.416 Z: 2995.262
N: 4873.353 E: 4807.792 Z: 2995.893
N: 4830.528 E: 4816.167 Z: 2992.150
N: 4893.985 E: 4785.488 Z: 2998.777
N: 4880.389 E: 4830.865 Z: 2995.184
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 2/2
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FLEMING MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
GRADING PLAN
03/04/2024
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L-02 006 015Feet
0 15 30 3000
NOTES:
1. GRADES AND ELEVATIONS REFER TO FINISHED GRADE OF AC, CONCRETE,
OR NATIVE MATERIAL. SEE DETAIL SHEETS FOR AGGREGATE BASE AND
ASPHALT CONCRETE SECTION REQUIREMENTS.
LEGEND
TRAIL
NEW ASPHALT
NEW TRASH BIN
NEW ALUMINUM SIGN
INFORMATION BOARD
NEW FEE TUBE
NEW GATE
TOILET BUILDING
BARRIER ROCK
EXISTING CONTOURS
PROPOSED CONTOURS
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INSERT HANDLE
ENVELOPE DEPOSIT SLOT,
SEE NOTE 1
IRON RANGERS FS1236A INSERT SERIES
(ALUMINUM CONSTRUCTION)
(2) PER EACH SHELL
IRON RANGERS FS1236 SHELL SERIES
(8X8 OR 12X12 SQUARE TUBE)
(STEEL CONSTRUCTION)
J-BOLTS, SEE NOTE 4
INTERNAL MOUNTING PLATE
3/8" STAINLESS STEEL BASE PLATE
#4 REBAR
#4 REBAR HOOPS
NATIVE SOIL
CONCRETE FOOTING
NOTES:
1. FOR LOCATION OF FEE TUBES SEE SITE PLANS AND STAKE IN FIELD WITH C.O.R.
2. ALSO ORDER (2) ENVELOPE STORAGE BOXES MODEL EB-1 TO BE INSTALLED ON
INFORMATION BOARDS (INCLUDING THE EXISTING INFORMATION BOARD AND THE
NEW INFORMATION BOARD).
3. FEE TUBES SHALL BE MANUFACTURED BY IRON RANGERS MODEL #FS1236 SHELL /
FS1236A INSERT SERIES.
4. TO BE POWDER COATED WITH MARTIN BROWN COLOR FINISH.
5. ENVELOPE SLOT SHALL FACE ROADWAY.
6. POSITION J-BOLTS SO THEY INTERLOCK WITH REBAR HOOPS.
7. 2 INSERTS TO BE PROVIDED PER EACH IRON RANGER LOCATION.
8. MAINTAIN 2" MIN COVER FOR ALL REINFORCEMENT STEEL.
9. SEE TECHNICAL CONDITIONS FOR ADDITIONAL REQUIREMENTS.
ACCESS HOLE TO
SHELL LOCK
FEE TUBE
NTS
3' DIAMETER
6" TYP
6" T
YP
3' 3'
EXISTING
GROUND
COMPACT NATIVE
FILL (90% R.C.)
FINISH GRADE AT
3:1 MAX SLOPE
CUT SLOPE AT 2:1 MAX SLOPE
3'
4"
SCARIFY (6"), MOISTURE CONDITION, GRADE
AND COMPACT NATIVE SOIL TO 90% R.C.
REMOVE DEBRIS AND ROCK FOR MAXIMUM
PARTICLE SIZE OF 3"
2-3% SLOPE
NATIVE SOIL TRAIL SECTION
NTS
NOTES:
1. REFER TO FOREST SERVICE OUTDOOR RECREATION
ACCESSIBILITY GUIDELINES (FSORAG) FOR MAXIMUM SLOPES.
2. FINAL LOCATION OF TRAILS WILL BE REVIEWED AND STAKED WITH
FOREST SERVICE REPRESENTATIVE.
3. REMOVE ALL VEGETATION IN THE TRAILWAY.
4. FOR SIDE SLOPES OF 5% TO 10%, BALANCE CUT AND FILL.
5. FOR SIDE SLOPES GREATER THAN 10%, TRAIL TO BE ALL CUT.
6. FOR SIDE SLOPES LESS THAN 5%, TRAIL TO MATCH GRADE OR BE
ALL FILL TO HELP DRAINAGE.
7. LONGITUDINAL SLOPE (RUNNING SLOPE) SHOULD BE LESS THAN
HALF OF THE SIDE SLOPE OF THE HILLSIDE.
8. DO NOT REMOVE TREES OVER 10" IF THEY ARE OVER 3' FROM THE
CENTERLINE OF TRAIL.
9. TREES 10" DBH OR LESS IN DIAMETER MAY BE REMOVED IF THEY
ARE WITHIN 3' OF CENTERLINE OF TRAIL WITH DIRECTION, IN
WRITING, BY FOREST SERVICE REPRESENTATIVE.
10. SAW BRANCHES FLUSH WITH TRUNK ANY TREE BRANCHES
EXTENDING INTO THE CLEARING LIMITS OF THE TRAIL.
11. 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.
12. CUT ALL DOWNED LOGS IN TRAILWAY AT LEAST 4 FEET UPHILL
AND DOWNHILL OF CENTERLINE OF TRAIL.
23 7/8"
/8
24"
20"15 7/8"3 3/4"±1/8"
APPROX.
32" 32"
4"
1/2" J BOLTS
SUNK IN
CONCRETE, TIED
TO REINFORCEMENT
32"
TRASH BIN NOTES:
1. TRASH BINS SHALL BE MANUFACTURED BY BEAR SAVER, 1390
S MILLIKEN AVE, ONTARIO, CA 91761. (909) 605-1697 OR (800)
851-3887. www.bearsaver.com. MODEL: HA SERIES SINGLE TRASH
ENCLOSURE, ADA COMPLIANT - HA-P. FOREST BROWN, OR
APPROVED EQUIVALENT.
TRASH BIN WITH CONCRETE PAD
NTS
WELDED WIRE MESH
REINFORCEMENT
CONCRETE NOTES:
1. A CONCRETE MIX DESIGN FOR CONCRETE SLABS SHALL BE
SUBMITTED BY THE CONTRACTOR 14 DAYS PRIOR TO
SCHEDULED PLACEMENT, TO ALLOW FOR REVIEW AND
APPROVAL BY C.O.R.
2. SEE THE TECHNICAL CONDITIONS FOR SAMPLING AND
SUBMITTAL REQUIREMENTS.
3. CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH.
4. EDGE OF CONCRETE PAD TO BE LEVEL W/FINISHED GRADE.
5. MAINTAIN 2" MIN COVER FOR ALL REINFORCEMENT
6. INSET ANCHORS PRIOR TO CONCRETE SETTING FOR ALL
PAD CONTENTS IN ACCORDANCE WITH MANUFACTURER
REQUIREMENTS.
4" COMPACTED AGGREGATE, BASE COURSE
GRADING D, SEE SPECIFICATIONS. (95% RC)
6" COMPACTED NATIVE SOIL
SUBGRADE (92% RC)
4" DEPTH CONCRETE (4,000 PSI)
1 2
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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
3/1 1/2
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IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 1
03/04/2024
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D-01 007 015
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OPTION ITEM: 6' PRECAST CONCRETE CURB STOP
NTS
SEE LAYOUT PLANS FOR ROADWAY AND PARKING WIDTHS
CLEARING WIDTH
2'
1' AGGREGATE SHOULDER
(C
LE
AR
IN
G H
EI
G
H T)
EXISTING SLOPE
CUT
PROPOSED GRADING TO
MEET EXISTING SLOPE
3:1 MAX
1' AGGREGATE SHOULDER
3" THICK HMA PAVING (PG 64-28),
1/2" AGGREGATE
STRIPE ROAD AND PARKING AS SHOWN ON PLANS
EXISTING PARKING AND ROAD SECTION TO BE REMOVED OR
PULVERIZED, GRADED, AND COMPACTED AGGREGATE BASE
OR CRUSHED AGGREGATE SUPPLEMENT ADDED
TO MEET GRADES AS SHOWN ON THE PLANS. SEE
NOTES FOR ADDITIONAL INFORMATION.
6" COMPACTED SUBGRADE AT 95% R.C.
COMPACTED IN PLACE FOR CUT AREAS AND
GRADED NATIVE MATERIAL IN FILL AREAS.
EXISTING GROUND. SCARIFY 12"
MOISTURE CONDITION, GRADE AND
COMPACT NATIVE SOIL TO 95% R.C.
FILL PROPOSED GRADING TO
MEET EXISTING SLOPE 3:1 MAX
2% SLOPE (VARIES) 2%
NOTES:
1. WITHIN THE 2' CLEARING, ONLY REMOVE VEGETATION DESIGNATED FOR REMOVAL ON
THE PLANS OR THAT MAY BE A HAZARD TO VEHICULAR TRAFFIC.
2. PROVIDE TAPER ON AGGREGATE BASE ROAD TO NEW AC SURFACE.
ROAD/PARKING SECTION
NTS
24" MIN
GRIND/MILL 2" DEPTH OF
EXISTING PAVEMENT SURFACE (TYP.),
SEE NOTE 1
EXISTING PAVEMENT
AND STRUCTURAL SECTION
NEW PAVEMENT STRUCTURAL SECTION
REFERENCE DETAIL
NOTES:
1. GRIND/MILL EXISTING PAVEMENT SURFACE MINIMUM 2" DEPTH OR TOP LIFT, AND
MINIMUM OF 2 FEET BEYOND AC TIE-IN JOINT
TIE-IN T-PATCH
NTS
3'-0" MIN
2'
FG
ROCK
ASPHALT CONCRETE PAVEMENT
BURY ROCK TO GREATEST
HORIZONTAL DIMENSION
NOTES:
1. MAX DISTANCE BETWEEN ROCKS SHALL BE 2'
2. BARRIERS TO BE LOCATED AROUND SPUR. CONSULT
WITH C.O.R. FOR QUESTIONS REGARDING PLACEMENT.
2' -6
" M
IN
1' -6
" M
IN
BARRIER ROCK
NTS4
1 2
D-02
DRAWN
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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
3/1 1/2
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PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 2
03/04/2024
JMH
JMH
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D-02 008 015
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ELEVATION
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
1" X 6" SPACER THROUGH CURBS
AutoCAD SHX Text
FINISH SURFACE
AutoCAD SHX Text #6 x 24" REBAR ANCHOR 2 REQUIRED PER CURB
AutoCAD SHX Text 1" x 712" PIPE SLEEVE
AutoCAD SHX Text
#4 REBAR 2" CLEARANCE 3 REQUIRED
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PARKING
ONLY
VAN
ACCESSIBLE
8'
4"
3'
ACCESSIBLE PARKING
ONLY SIGN
NOTE 3
NOTE 4
NOTE 5
NOTE 6
COMPACTED NATIVE
SOIL TO 95% R.C.
NOTES:
1. SIGNAGE SHALL CONFORM TO MUTCD AND CALTRANS
STANDARDS.
2. TRAFFIC CONTROL DEVICES/POSTS SHALL BE CRASH-WORTHY.
3. ALL SIGN POSTS SHALL HAVE 1" 45° CHAMFER ON TOP END OF
POST.
4. ALL CARRIAGE BOLTS SHALL BE 3/8", ROUND HEAD, INSTALLED
PER THE SIGN INSTALLATION DETAIL TO THE RIGHT.
5. ALL SIGN POSTS SHALL BE 6"x6" PRESSURE TREATED DOUGLAS
FIR ROUGH CUT WITH BREAKAWAY HOLE DRILLED, SEE TECHNICAL
CONDITIONS.
6. ALL POSTS SHALL BE SECURED BY COMPACTING NATIVE SOIL
AROUND THE BASE OF THE POST TO 95% R.C.
7. ALL SIGNS SHALL BE INSTALLED AS LOCATED ON THE PLANS, AND
SET 2' FROM PAVED ROAD EDGE.
8. ALL PTDF ELEMENTS SHALL BE TREATED WITH AMMONIACAL
COPPER ZINC ARSENATE (ACZA).
9. TREAT ALL CUT ENDS OF PTDF WITH FIELD APPLIED COPPER
NAPHTHENATE.
ALL SIGN BOARDS INSTALLED ON SINGLE POSTS
SHALL BE CENTERED
ALL SIGNS SHALL BE INSTALLED USING VANDAL
RESISTANT BOLTS AND NUTS.
1) CARRIAGE BOLT (3/8")
2) GALV. WASHER
3) SIGN
4) POST (6"x6")
5) METAL WASHERS
6) NUT
7) RECESS (OPTIONAL)
SIGN INSTALLATION
R99(CA)
CALTRANS
STANDARD PLAN
RSP A90A FOR
DETAILS. INFO
SHOWN HERE IS
REPRESENTATIVE
ONLY
R7-8b SEE
CALTRANS
STANDARD PLAN
FOR RSP A90A FOR
DETAILS. INFO
SHOWN HERE IS
REPRESENTATIVE
ONLY
ACCESSIBLE PARKING SIGN
NTS
6"
1'-6"
6"
3/4"CHAMFER
4" X 6" PTDF POST (TYP.)
2" X 6" PTDF STINGERS
3/8" X 3" GALVANIZED CARRIAGE BOLTS
2" (TYP.)
MDO PLYWOOD PANEL
COMPACT NATIVE SOIL TO 90% R.C.
POST INSTALLATION DETAIL
NOTES:
1. CONSTRUCT (1) 4' X 4' X 3/4" EXTERIOR "CREZON" COATED PANELS (MDO B-B G1 EXT. APA PS-1 OR APPROVED EQUAL).
2. PAINT 4' X 4' PANEL WITH (1) COAT OF PRIMER & (1) COAT OF FOREST SERVICE SIGN BROWN (FEDERAL STANDARD 595C
COLOR NUMBER 20059) OR CONSISTENT, COLOR APPROVED EQUAL BY C.O.R.
3. EXACT LOCATION BOARD SHALL BE STAKED ON THE GROUND BY THE C.O.R.
4. ALL PTDF ELEMENTS SHALL BE TREATED WITH AMMONIACAL COPPER ZINC ARSENATE (ACZA).
5. TREAT ALL CUT ENDS OF PTDF WITH FIELD APPLIED COPPER NAPHTHENATE.
6. ALL SURFACES TO BE PAINTED BROWN SHALL BE PAINTED TO MATCH FOREST SERVICE SIGN BROWN (FEDERAL
STANDARD 595C COLOR NUMBER 20059).
PANEL NOTES:
1. PANEL SHALL BE MADE OF MDO PLYWOOD, AND PAINTED FOREST SERVICE SIGN BROWN
(FEDERAL STANDARD 595C COLOR NUMBER 20059) OR CONSISTENT, COLOR APPROVED EQUAL
BY C.O.R.
48"
PANEL (TYP.)
3" DIA TYP.
3' -1
1"
3" (TYP.)
1' -1
" 8"
3' -1
2'
-1 1"
2' -6
3'
3"
3/8" X 11" GALVANIZED CARRIAGE
BOLTS THROUGH POSTS & STRINGER
W/GALVANIZED WASHER FRONT SIDE
& NUT W/GALVANIZED WASHER ON
BACK SIDE
MDO PLYWOOD PANEL
1" F
R O
M C
L O
F
ST
R
IN
G
ER
CL
POST INSTALLATION
OPTION ITEM: INFORMATION BOARD
NTS
D-03
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 1/2
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PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 3
03/04/2024
JMH
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D-03 009 015
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5'-0"11'-0"
EDGE OF PAVEMENT
ACCESSIBLE SYMBOL
'-0
" M
IN
ACCESSIBLE PARKING SIGN
LOCATE AS SHOWN ON PLANS
'-0
5'-6"
4" BLUE BORDER
4" WHITE DIAGONALS
(TYPICAL, BLUE IS OPTIONAL
FOR SNOW CONCERNS)
4" WHITE LINE
3'
NO
PARKING
ACCESSIBLE PARKING STALL
NOTES:
1. SEE CALTRANS STANDARD PLANS
RSP A90A DETAILS.
2. SLOPE OF ACCESSIBLE STALL NOT
TO EXCEED 2% IN ANY DIRECTION.
3'
3'
(ISA MARKING)
NOTES:
1. SEE CALTRANS STANDARD PLANS
RSP A90A AND A24C FOR DETAILS
ACCESSIBLE PARKING SYMBOL
NTSNTS
10'-0"
EDGE OF PAVEMENT
'-0
" M
IN
4" WHITE LINE
PARKING STALL
NTS
TRAILER PARKING STALL
NTS
13'-0"
4" WHITE LINE
6'
3' 1'
PAINT ARROW WHITE
NOTES:
1. ALL MARKINGS IN WHITE TRAFFIC PAINT IN ACCORDANCE
WITH THE TECHNICAL CONDITIONS.
TYPE 1 ARROW
NTS
1 2 3
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 1/2
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FLEMING
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TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 4
03/04/2024
JMH
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NOTES:
1. BUILDING MUST BE INSTALLED BY APPROVED MANUFACTURER.
CURRENT APPROVED MANUFACTURERS INCLUDE CXT AND MISSOULA
CONCRETE. ALTERNATIVE MANUFACTURERS/SUPPLIERS AS PER THE
TECHNICAL CONDITIONS.
2. ENTIRE BUILDING TO BE JAVA BROWN.
3. ALL VAULTS TO INCLUDE OWL GUARD AND RAIN CAP.
4. THIS SHEET IS FOR GENERAL REFERENCE ONLY AND INCLUDES CXT
MANUFACTURER DETAILS.
5. THE DRAWING(S) AND DETAIL(S) FOR THE ACTUAL DIMENSIONS AND
SPECIFIC INFORMATION REGARDING THE BUILDING SHALL BE BASED
ON SHOP DRAWINGS.
6. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER FOR ALL
CONSTRUCTION REQUIREMENTS, FOUNDATION/SUBGRADE
PREPARATION, AND ADDITIONAL BUILDING FIXTURES/MATERIALS
REQUIRED.
VAULT TOILET BUILDING
NTS1
SHOP DRAWINGS TO BE PROVIDED BY VENDOR PRIOR TO CONSTRUCTION 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 1/2
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TRAILHEAD
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PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 5
03/04/2024
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OPTION ITEM: GATE DETAILS1
ROAD
CLOSED
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 2/2
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ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 6
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AutoCAD SHX Text
EXISTING GROUND PROFILE
AutoCAD SHX Text
COMPACTED NATIVE SOIL
AutoCAD SHX Text
POUR CONCRETE FOR ALL HINGE POSTS AND LOCKING POSTS
AutoCAD SHX Text GATE INSTALLATION NOTES: 1. CONCRETE SHALL HAVE A 3000 PSI 28-DAY CONCRETE SHALL HAVE A 3000 PSI 28-DAY COMPRESSIVE STRENGTH, AND SHALL FOLLOW FP-14 SPECIFICATIONS 601. 2. CONCRETE SHALL BE POURED INTO HOLES FOR ALL CONCRETE SHALL BE POURED INTO HOLES FOR ALL HINGE POSTS AND ALL LOCKING POSTS. 3. OVER EXCAVATED POST HOLES SHALL BE FILLED OVER EXCAVATED POST HOLES SHALL BE FILLED WITH CONCRETE. 4. ALL CONCRETE WASTE (INCLUDING WASHOUT) SHALL ALL CONCRETE WASTE (INCLUDING WASHOUT) SHALL BE COLLECTED AND DISPOSED OF OFF-SITE. 5. GATE AND LOCKING MECHANISMS SHALL BE GATE AND LOCKING MECHANISMS SHALL BE INSPECTED BY THE C.O.R. PRIOR TO GATE INSTALLATION. 6. LOCATION OF ALL GATES SHALL BE APPROVED BY LOCATION OF ALL GATES SHALL BE APPROVED BY THE C.O.R. PRIOR TO INSTALLATION. 7. APPLY GREASE TO TOP OF ALL HINGE POSTS AND APPLY GREASE TO TOP OF ALL HINGE POSTS AND BEARING SURFACES DURING INSTALLATION. 8. SIGN AND REFLECTIVE MARKERS SHALL BE SIGN AND REFLECTIVE MARKERS SHALL BE INSTALLED BY CONTRACTOR. 9. BARRICADE AND OBJECT MARKERS SHALL MEET BARRICADE AND OBJECT MARKERS SHALL MEET MUTCD REQUIREMENTS, TYPE 1 AND 2 RESPECTIVELY.
AutoCAD SHX Text
14"-1" TOLERANCE AFTER SETTLING
AutoCAD SHX Text
MINIMUM 21 CUBIC FEET OF CONCRETE PER POST
AutoCAD SHX Text
STRAP TO PIPE
AutoCAD SHX Text
WELD 3/16" X 1/2"
AutoCAD SHX Text
REFER TO SHEET D-07
AutoCAD SHX Text 3/16
AutoCAD SHX Text
5" DIA. PIPE
AutoCAD SHX Text
6" DIA. PIPE
AutoCAD SHX Text
6" DIA. PIPE
AutoCAD SHX Text
SEE GATE LOCK TYPICAL
AutoCAD SHX Text GATE FABRICATION NOTES: 1. A SINGLE GATE FABRICATION AND A SINGLE GATE FABRICATION AND INSTALLATION IS SHOWN. 1 SWING ARM WITHOUT CUP 1 HINGE POSTS 2 LOCKING POSTS WITH CUP 2. ALL PIPE SHALL MEET THE REQUIREMENTS ALL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 GRADE B. 3. PIPE SIZES SHOWN ARE FOR STANDARD PIPE SIZES SHOWN ARE FOR STANDARD WEIGHT BLACK IRON PIPE (SCHEDULE 40). 4. POWDER COAT ALL STEEL FOREST SERVICE POWDER COAT ALL STEEL FOREST SERVICE GREEN; FOLLOW MANUFACTURER'S RECOMMENDATIONS; COLOR SHALL BE APPROVED BY THE C.O.R.
AutoCAD SHX Text PL " x 7" DIA. 14" x 7" DIA. ASTM A36
AutoCAD SHX Text PL " x 5" DIA. 14" x 5" DIA. ASTM A36
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GATE FABRICATION
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GATE INSTALLATION
AutoCAD SHX Text N.T.S.
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BEARING STRAP " 316" STEEL
AutoCAD SHX Text
3" DIA. PIPE
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14" X 18" DIA. STEEL PLATE
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14" X 18" DIA. STEEL PLATE
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SEE HINGE POST TYPICAL
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HINGE POST TYPICAL
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FOR BEARING
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4" DIA. PIPE
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ROAD CLOSED SIGN (R11-2)
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FOR GATE LOCK DETAILS
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N
N
YALE
OPTION ITEM: GATE DETAILS CONTINUED1
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 2/2
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TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
DETAILS 7
03/04/2024
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AutoCAD SHX Text LOCK BAR SET MANUFACTURE 3 CURVED LOCKBARS AND 2 STRAIGHT LOCKBARS FROM 1/4" STEEL.
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GATE LOCK TYPICAL (CUP ON LOCK POST)
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6" DIA. PIPE
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FLATTEN END OF PIPE 6"
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1" DIA BOLT ASTM A325
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PLAN
SECTION A - A
SECTION B - B
2:1 SLOPE
FL
O
W
PONDING HT.
(1.5-1.8m) 5' - 6'
FL
O
W
FL
O
W
A
A
NOTES:
1. THE STRAW BALES SHALL BE PLACED ON SLOPE
CONTOUR.
2. BALES TO BE PLACED IN A ROW WITH THE ENDS
TIGHTLY ABUTTING.
3. KEY IN BALES TO PREVENT EROSION OR FLOW UNDER
BALES.
4. CERTIFIED WEED FREE STRAW ONLY.
STRAW BALE DIKE
NOT TO SCALE
EMBED STRAW BALE
4" (100mm) MINIMUM
INTO SOIL
ANGLE STAKE TOWARD
PREVIOUS BALE TO
PROVIDE TIGHT FIT
WOODEN STAKE
OR REBAR DRIVEN
THROUGH BALE.
NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
2. INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY. 9" MAXIMUM RECOMMENDED
STORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED TO
AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN BE PERMANENTLY
STABILIZED.
4"x6" TRENCH WITH
COMPACTED BACK FILL
STEEL OR WOOD POST
36" HIGH MAX.
10' MAXIMUM SPACING WITH WIRE
SUPPORT FENCE
6' MAXIMUM SPACING WITHOUT
WIRE SUPPORT FENCE
12" MIN.
FLOW
PONDING HEIGHT
SILT FENCE
NOT TO SCALE
3/4" MIN. DRAIN
ROCK
9" MAX.
STORAGE HT.
12" MIN.
8"
FLOW
PONDING HEIGHT
FLOW
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM
SIDE OF POST
FINISHED GRADE
WOOD STAKES BOUND AT TOP12" FIBER or
COIR ROLL
4" TRENCH
NOTE:
ALIGN FILTER ROLL ALONG CONTOURS
DO NOT USE TIGHTLY WOVEN OR MONOFILAMENT
NETTING (OR SIMILAR MATERIAL)
Fiber Roll Placement
NO SCALE
TRENCH
DETAIL
INSTALLATION WITHOUT
TRENCHING
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
3/5 /24
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TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
EROSION CONTROL
03/04/2024
JMH
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DRIP LINE
12"
MAX
2"x4"x6' LUMBER TIED TIGHTLY TO
TREE WITH POLY ROPE. 4" GAPS
MAXIMUM. PROTECT 50% OF
CIRCUMFERENCE ON SIDE FACING
CONSTRUCTION ACTIVITY. DO NOT
DRILL OR ATTACH DIRECTLY TO
TREE.
CONSTRUCTION
FENCING
TREE PROTECTION
NO SCALE
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
3/5 /24
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PACIFIC SOUTHWEST
FLEMING
MEADOWS
TRAILHEAD
IMPROVEMENT
PROJECT
ELDORADO NATIONAL
FOREST
PLACERVILLE DISTRICT
TREE PROTECTION
DETAILS
03/04/2024
JMH
JMH
RE
D-09 015 015
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| 1_COVER SHEET |
| Sheets and Views |
| COVER SHEET |
| G-01 SOI |
| Sheets and Views |
| SOI |
| G-02 GENERAL NOTES |
| Sheets and Views |
| GENERAL NOTES |
| DE-01 |
| Sheets and Views |
| DE-1 |
| L-01 LAYOUT PLAN |
| Sheets and Views |
| L-1 LAYOUT |
| L-02 GRADING PLAN |
| Sheets and Views |
| L-2 GRADING |
| D-01 DETAILS 1 |
| Sheets and Views |
| D-01 |
| D-02 DETAILS 2 |
| Sheets and Views |
| D-02 |
| D-03 DETAILS 3 |
| Sheets and Views |
| D-03 |
| D-04 DETAILS 4 |
| Sheets and Views |
| D-04 |
| D-05 DETAILS 5 |
| Sheets and Views |
| D-05 |
| D-06 DETAILS 6 |
| Sheets and Views |
| D-06 |
| D-07 DETAILS 7 |
| Sheets and Views |
| D-07 |
| D-08 EROSION CONTROL |
| Sheets and Views |
| EROSION |
| D-09 TREE PROTECTION |
| Sheets and Views |
| TREE PROTECTION |
| 2024-03-12T12:24:35-0700 | |
| JENNIFER HEBERT |
| 2024-03-13T12:49:32-0700 | |
| ROCIO ESPINOZA |
| 2024-03-18T08:40:57-0700 | |
| ANDREW MISHLER |
| 2024-03-25T14:02:11-0700 | |
| JOSEPH STOUT |
File details come from the government source that posted it. Updated .