MBRTB_AOP_2018_DRAWINGS.PDF
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- Attached to
- Little Snake Aquatic Organism Passage Culverts
- Solicitation number
- 12850818R0009
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| File | Type | Posted |
|---|---|---|
| 12850818R0009_Amend_01.pdf | ||
| 12850818R0009_Final.pdf | ||
| Memo_for_Solicitation.pdf | ||
| CO23.pdf | ||
| MBRTB_AOP_2018-_FSSS.PDF |
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ASPEN
STATE LOCATION MAP
ALAMOSA
STEAMBOAT
SPRINGS
NEW MEXICO
BUENA VISTA
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U.S. HIGHWAY
STATE HIGHWAY
DESCRIPTION
INTERSTATE HIGHWAY
MONTROSE
CORTEZ
UTAH
DURANGO
GUNNISON
GRAND
JUNCTION
GLENWOOD
SPRINGS
CRAIG
WYOMING
LIMON
OKLAHOMA
SPRINGS
WALSENBURG
COLORADO
TRINIDAD
CANON
CITY
PUEBLO
SALIDA
KANSAS
DENVER
FT. COLLINS
STERLING
NEBRASKA
DELTA
MONTE VISTA
VAIL
Colorado
MEEKER
DILLON
CARBONDALE
BOULDER
NORTH
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AutoCAD SHX Text UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE - REGION 2 MEDICINE BOW-ROUTT NATIONAL FOREST & THUNDER BASIN NATIONAL GRASSLAND
AutoCAD SHX Text HAHNS PEAK-BEARS EARS RANGER DISTRICT ROAD 500 MILE POST 1.69 & ROAD 550 MILE POST 4.32 ROAD STREAM CROSSING REPLACEMENTS
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MEDICINE BOW-ROUTT NATIONAL FOREST
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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ROCKY MOUNTAIN REGION
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RECOMMENDED BY:
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FOREST ENGINEER
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APPROVED BY:
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DISTRICT RANGER
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DATE
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DATE
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TITLE SHEET
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PREPARED BY:
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CIVIL ENGINEER
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DATE
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J. STOGSDILL
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SHEET INDEX
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DESCRIPTION
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SHEET#
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TITLE SHEET
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SCHEDULE OF ITEMS
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TRAFFIC CONTROL DETAILS
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MP 1.69 SITE PLAN
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MP 1.69 DE-WATERING DETAILS
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MP 1.69 STRUCTURE DETAILS
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MP 1.69 STREAM SIMULATION
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MP 1.69 DETOUR ROAD DETAILS
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MP 1.69 GRADING DETAILS
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MP 4.32 SITE PLAN
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MP 4.32 DE-WATERING DETAILS
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MP 4.32 STRUCTURE DETAILS
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MP 4.32 STREAM SIMULATION
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MP 4.32 GRADING DETAILS
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REVISION 1
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RD 500 MP 1.69 & RD 550 MP 4.32 CROSSINGS
AutoCAD SHX Text PROJECT LOCATIONS: KING SOLOMON CREEK-FOREST ROAD 500 MILE POST 1.69 CROSSING 40°53'3.75"N 106°53'21.83"W ROUTT COUNTY, COLORADO ELEVATION: 8621 FT 8621 FT KING SOLOMON CREEK-FOREST ROAD 550 MILE POST 4.32 CROSSING 40°53'42.06"N 106°54'33.90"W ROUTT COUNTY, COLORADO ELEVATION: 8485 FT 8485 FT
AutoCAD SHX Text TRAVEL DIRECTIONS: FROM THE HAHNS PEAK-BEARS EARS DISTRICT OFFICE, TRAVEL EAST ON WEISS DR, AND TURN LEFT ONTO S. LINCOLN AVE. AFTER 4.6 MI, TURN RIGHT ONTO CO RD AFTER 4.6 MI, TURN RIGHT ONTO CO RD 129/ELK RIVER RD. CONTINUE FOR 29.6 MI, TURN RIGHT ONTO FOREST RD 550, AND CONTINUE FOR 3.7 MI UNTIL THE RD 500- RD 550 INTERSECTION. TURN RIGHT ONTO FOREST RD 500 AND CONTINUE FOR 1.7 MI UNTIL THE MILE POST 1.69- KING SOLOMON CREEK CROSSING. KEEP LEFT ON RD 550 AND CONTINUE FOR .5 MI UNTIL THE MILE POST 4.32- KING SOLOMON CREEK TRIBUTARY CROSSING.
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BEGIN FROM FS OFFICE IN STEAMBOAT SPRINGS, CO
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CONTINUE TO PROJECT
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CONTINUE TO PROJECT
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END AT ROAD 500 MP 1.69
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END AT ROAD 550 MP 4.32
AutoCAD SHX Text 3/23/2018
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J. STOGSDILL
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J. STOGSDILL
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J. CONNOR
AutoCAD SHX Text Jamey Stogsdill 3/23/20183/23/2018
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AutoCAD SHX Text GENERAL NOTES 1. THERE IS NO IN-STREAM WORK WINDOW AS DESIGNATED BY THE STATE OF COLORADO PARKS AND WILDLIFE (CPW) FOR THIS PROJECT. 2. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES (I.E. SIGNS & BARRICADES) AS SHOWN IN THE TRAFFIC CONTROL DETAILS (SHEET #3) AND IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TEMPORARY TRAFFIC CONTROL SHALL BE INCIDENTAL TO MOBILIZATION. 3. STOCKPILE SUITABLE EXCAVATION MATERIAL IN STAGING AREAS DESIGNATED ON SITE PLANS OR ELSEWHERE AS APPROVED BY C.O. 4. ALL DE-WATERING SHALL BE DONE IN CONJUNCTION WITH THE FOREST SERVICE. CONTRACTOR SHALL PROVIDE C.O. WRITTEN NOTICE OF INTENT TO BEGIN DE-WATERING ACTIVITIES A MINIMUM OF SEVEN (7) DAYS PRIOR TO IMPLEMENTATION. 5. CONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN THAT COVERS ALL PHASES OF CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBING ACTIVITIES. ENSURE THAT STOCKPILE AREAS ARE INCLUDED IN THE PLAN. 6. CONTRACTOR SHALL PROVIDE A SAFETY PLAN AND HAZARDOUS SPILL PLAN TO THE C.O. PRIOR TO PRE-CONSTRUCTION MEETING. 7. CONTRACTOR SHALL FOLLOW WHITE RIVER NATIONAL FOREST COMMERCIAL ROAD USE RULES FOUND ONLINE AT: https://www.fs.usda.gov/Internet /FSE_DOCUMENTS/stelprd3839889.pdf 8. APPLICATIONS FOR WAIVERS FOR VEHICLE WEIGHT AND DIMENSIONAL LIMITATIONS MUST BE MADE THROUGH THE DISTRICT RANGER AT LEAST FIVE (14) DAYS IN ADVANCE OF NEED. SUCH WAIVERS ARE SUBJECT TO OFFICIAL AUTHORIZATION. 9. ANY LARGE WOODY DEBRIS FROM CLEARING & GRUBBING SHALL BE STOCKPILED AND USED AS IN-STREAM MATERIAL OR DISCARDED AS DIRECTED BY THE C.O. 10. AGGREGATE SOURCE FOR FOOTER BEDDING MATERIAL AND ROAD SURFACE MATERIAL (ITEM 302.01) SHALL BE TAKEN FROM THE 550 RD PIT AT THE INTERSECTION OF THE 500 RD AND 550 RD. SEE LOCATION ON SHEET #3. 12. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC DETOUR AS NECESSARY TO MAINTAIN TRAFFIC FLOW THROUGH THE ROAD 500 MILE POST 1.69 CROSSING DURING CONSTRUCTION. 13. PROJECT LOCATIONS WILL BE WITHIN CLOSE PROXIMITY OF THE BLUE DUCK AND DEAD CIRCLE TIMBER SALES. CONTRACTOR SHALL COORDINATE ANY ACTIVITIES THAT MAY IMPACT THESE OR OTHER GOVERNMENT PROJECTS WITH BOTH THE FOREST SERVICE AND/OR OTHER CONTRACTORS TO LIMIT WORK DELAYS. 14. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT IS CLEAN AND WEED FREE PRIOR TO MOBILIZATION TO PROJECT SITE.
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ITEM #
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UNIT
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QUANTITY
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REMARKS
AutoCAD SHX Text 151.01
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MOBILIZATION & BONDING
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LS
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ALL
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INCLUDES ALL SIGNAGE AND WEED CONTROL MEASURES.
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FOREST ROAD 500 MP 1.69 KING SOLOMON CREEK CROSSING
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SOIL EROSION & POLLUTION CONTROL
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LS
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ALL
AutoCAD SHX Text INCLUDES INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL DE-WATERING IMPLEMENTATIONS AND EROSION & POLLUTION CONTROL DEVICES (I.E. SILT FENCE, WATTLES, ETC.). SEE GENERAL NOTES #4 & #5.
AutoCAD SHX Text 201.01A
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CLEARING & GRUBBING
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ACRE
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AutoCAD SHX Text CLEARING & GRUBBING EXTENTS SHALL BE APPROVED BY THE C.O. PRIOR TO IMPLEMENTATION.
AutoCAD SHX Text 203.01A
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REMOVAL OF EXISTING CULVERT
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EACH
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EXISTING CULVERT SHALL BE LEGALLY DISPOSED OF, OFF OF FEDERAL LANDS.
AutoCAD SHX Text 208.01A
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STRUCTURE EXCAVATION
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YD³
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INCLUDES EXCAVATION AND BACKFILL.
AutoCAD SHX Text 251.01A
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RIPRAP CLASS 3
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ARMOUR STRUCTURE AT INLET AND OUTLET. AVAILABLE ONSITE.
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MINOR CRUSHED AGGREGATE
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AutoCAD SHX Text ROAD 500 & DETOUR ROAD SURFACE AGGREGATE PLACEMENT, & BEDDING MATERIAL FOR FOOTINGS. GRADE D AGGREGATE (1" MINUS), COMPACTION METHOD 1 (SUBSECTION 204.11(a)(1)).
AutoCAD SHX Text 603.01A
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18' SPAN, 5'8" RISE, STRUCTURAL PLATE ARCH
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FOOT
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INCLUDES OFF LOADING, ASSEMBLY, INSTALLATION, AND ALL APPURTENANCES.
AutoCAD SHX Text 603.02A
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PRE-CAST CONCRETE STEM-WALL FOOTERS, 6'3" TOTAL HEIGHT, 4' WIDTH
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FOOT
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AutoCAD SHX Text INCLUDES OFF LOADING, INSTALLATION, AND ALL APPURTENANCES. GROUT IS INCIDENTAL TO THIS ITEM (SEE SHEET #6).
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648.01AA
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STREAMBED SIMULATION MATERIAL (CLASS 2, METHOD A)
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YD³
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AutoCAD SHX Text MATERIAL USED FOR STREAM SIMULATION IN AND ADJACENT TO STRUCTURE. CONTRACTOR SHALL STOCKPILE, SORT, AND USE SUITABLE MATERIAL FROM EXCAVATION FOR STREAMBED SIMULATION TO MEET REQUIRED GRADATION. IT IS ESTIMATED THAT ALL NEEDED MATERIAL WILL COME FROM SITE EXCAVATION. CONTRACTOR SHALL NOTIFY THE C.O. IMMEDIATELY IF THEY SUSPECT THERE WILL BE A SHORTAGE OF STREAM SIMULATION MATERIAL.
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648.01AB
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STREAMBED SIMULATION MATERIAL (CLASS 4, METHOD A)
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YD³
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AutoCAD SHX Text 648.02A
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CHANNEL ROCK (ROCK FEATURES)
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AutoCAD SHX Text SEE SHEET #6, STREAM SIMULATION DETAILS, FOR ROCK FEATURE DETAILS. CONTRACTOR SHALL NOTIFY THE C.O. IMMEDIATELY IF THEY SUSPECT THERE WILL BE A SHORTAGE OF MATERIAL.
AutoCAD SHX Text 680.01A
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TEMPORARY DETOUR ROAD
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LS
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ALL
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INCLUDES CONSTRUCTION, MAINTENANCE, & REMOVAL
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FOREST ROAD 550 MP 4.32 KING SOLOMON CREEK TRIBUTARY CROSSING
AutoCAD SHX Text 157.01B
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SOIL EROSION & POLLUTION CONTROL
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LS
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ALL
AutoCAD SHX Text INCLUDES INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL DE-WATERING IMPLEMENTATIONS AND EROSION & POLLUTION CONTROL DEVICES (I.E. SILT FENCE, WATTLES, ETC.). SEE GENERAL NOTES #4 & #5.
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CLEARING & GRUBBING
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ACRE
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AutoCAD SHX Text CLEARING & GRUBBING EXTENTS SHALL BE APPROVED BY THE C.O. PRIOR TO IMPLEMENTATION.
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REMOVAL OF EXISTING CULVERT
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EACH
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EXISTING CULVERT SHALL BE LEGALLY DISPOSED OF, OFF OF FEDERAL LANDS.
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STRUCTURE EXCAVATION
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YD³
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INCLUDES EXCAVATION AND BACKFILL.
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RIPRAP CLASS 3
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ARMOUR STRUCTURE AT INLET AND OUTLET.
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MINOR CRUSHED AGGREGATE
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AutoCAD SHX Text ROAD SURFACE & BEDDING MATERIAL FOR FOOTINGS. GRADE D AGGREGATE (1" MINUS), COMPACTION METHOD 1 (SUBSECTION 204.11(a)(1)).
AutoCAD SHX Text 603.01B
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10' SPAN, 3'6" RISE, STRUCTURAL PLATE ARCH
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FOOT
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INCLUDES OFF LOADING, ASSEMBLY, INSTALLATION, AND ALL APPURTENANCES.
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PRE-CAST CONCRETE STEM-WALL FOOTERS, 4' TOTAL HEIGHT, 4' WIDTH
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FOOT
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648.01BA
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STREAMBED SIMULATION MATERIAL (CLASS 2 & 4, METHOD A)
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YD³
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AutoCAD SHX Text MATERIAL USED FOR STREAM SIMULATION IN AND ADJACENT TO STRUCTURE. CONTRACTOR SHALL STOCKPILE, SORT, AND USE SUITABLE MATERIAL FROM EXCAVATION FOR STREAMBED SIMULATION TO MEET REQUIRED GRADATION. IT IS ESTIMATED THAT ALL NEEDED MATERIAL WILL COME FROM SITE EXCAVATION. CONTRACTOR SHALL NOTIFY THE C.O. IMMEDIATELY IF THEY SUSPECT THERE WILL BE A SHORTAGE OF STREAM SIMULATION MATERIAL.
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648.01BB
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STREAMBED SIMULATION MATERIAL (CLASS 6, METHOD A)
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CHANNEL ROCK (ROCK FEATURES)
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SCHEDULE OF ITEMS
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MEDICINE BOW-ROUTT NATIONAL FOREST
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RD 500 MP 1.69 & RD 550 MP 4.32 CROSSINGS
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TYPE 3 BARRICADE
AutoCAD SHX Text *ROAD 500 MILE POST 1.69 CROSSING: PLACE BARRICADE ON 500 ROAD AT TEMPORARY TRAFFIC DETOUR, BOTH DIRECTIONS. *ROAD 550 MILE POST 4.32 CROSSING: BARRICADE TO BE PLACED ON FOREST ROAD 550 AT MILE POST 4.1 AND MILE POST 7.73.
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AutoCAD SHX Text *ROAD 500 MILE POST 1.69 CROSSING: PLACE ON ROAD 500 50' BEFORE TEMPORARY TRAFFIC DETOUR, BOTH DIRECTIONS. *ROAD 550 MILE POST 4.32 CROSSING: PLACE AT ROAD 550 MILE POST 8.0
AutoCAD SHX Text W8-6
AutoCAD SHX Text *ROAD 500 MILE POST 1.69 CROSSING: PLACE ON ROAD 500 AT SPUR ROAD TO ROCK SOURCE, AND EAST EDGE OF PROJECT. *ROAD 550 MILE POST 4.32 CROSSING: PLACE ON ROAD 550 MILE POST 3.7, AND ROAD 500 AT SPUR ROAD TO ROCK SOURCE.
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*ROAD 550 MILE POST 4.32 CROSSING: PLACE AT CR 129-ROAD 550 INTERSECTION.
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AutoCAD SHX Text NOTES: 1. CHANGES TO DETAILS SHOWN ABOVE SHALL BE APPROVED BY C.O. PRIOR TO WORK IMPLEMENTATION. 2. CONTRACTOR SHALL PROVIDE A SIGN PLAN SHOWING CHANGES, TO THE C.O. 14 DAYS PRIOR TO ROADWAY EXCAVATION. 3. ALL SIGNS & BARRICADES, INCLUDING INSTALLATION, SHALL COMPLY WITH CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 4. CONTRACTOR SHALL INSPECT ALL SIGNS AND BARRICADES DAILY TO ENSURE THAT SIGNS ARE NOT DAMAGED AND ARE VISIBLE TO TRAFFIC.
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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TRAFFIC CONTROL
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ROCKY MOUNTAIN REGION
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J. STOGSDILL
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RD 500 MP 1.69 & RD 550 MP 4.32 CROSSINGS
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MEDICINE BOW-ROUTT NATIONAL FOREST
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CR 129
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FS RD 550
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FS RD 500
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CR 129
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FS RD 550
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CR 129
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FS RD 503.1
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FS RD 503.1
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FS RD 550
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FS RD 550
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AutoCAD SHX Text *ROAD 550 MILE POST 4.32 CROSSING: PLACE ON ROAD 550 AT ROAD 501 INTERSECTION AND MILE POST 8.0.
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AutoCAD SHX Text *ROAD 500 MILE POST 1.69 CROSSING: PLACE ON ROAD 500 100' BEFORE TEMPORARY TRAFFIC DETOUR, BOTH DIRECTIONS.
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TO STEAMBOAT SPRINGS
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LEGEND: 1. CRUSHED AGGREGATE MATERIAL SOURCE: 2. PROJECT LOCATION:
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FS RD 501
N
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FEET
0 50 100
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AutoCAD SHX Text #4
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
AutoCAD SHX Text #14
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MP 1.69 SITE PLAN
AutoCAD SHX Text 11/1/2017
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REVISION 1
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ROCKY MOUNTAIN REGION
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J. STOGSDILL
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MEDICINE BOW-ROUTT NATIONAL FOREST
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RD 500 KING SOLOMON CREEK CROSSING
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CONTROL POINTS
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NORTHING
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EASTING
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ELEVATION
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CP1
AutoCAD SHX Text 1567906.69'
AutoCAD SHX Text 2615715.92'
AutoCAD SHX Text 8609.88'
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RD 500 STA 0+00*
AutoCAD SHX Text 1568017.30'
AutoCAD SHX Text 26155576.94
AutoCAD SHX Text 8609.77'
AutoCAD SHX Text *LOCATION OF RD 500 STA 0+00 IS DISTANCE 177.63' AND BEARING 141°29'0.6" FROM CP1.
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CP1
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TO STEAMBOAT SPRINGS
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ANTICIPATED STOCKPILE AREA
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NEW STRUCTURE
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EXISTING STRUCTURE
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VEGETATION PRESERVATION AREAS
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500 ROAD
AutoCAD SHX Text 3/23/2018
AutoCAD SHX Text 02/10/2018
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J. STOGSDILL
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J. STOGSDILL
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J. CONNOR
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TEMPORARY TRAFFIC DETOUR PLANNED ALIGNMENT
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KING SOLOMON CREEK
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FLOW
FLOW
KEY MEMBRANE INTO STREAMBED
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ROADWAY
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STRUCTURAL EXCAVATION AREA
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IMPERVIOUS MEMBRANE
AutoCAD SHX Text 3'x3' MATERIAL HANDLING BAGS
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FLOW
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HARDEN DIVERSION INLET
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TEMPORARY CONSTRUCTION DIVERSION
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CLEAR WATER SUMP
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SANDBAGS AS NEEDED
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IMPERVIOUS MEMBRANE
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KEY MEMBRANE INTO STREAMBED
AutoCAD SHX Text END OUTLET ON STREAM LEVEL AND PROVIDE ENERGY DISSIPATION USING LOCAL MATERIALS OR END PIPE IN A SUITABLE LOCATION APPROVED BY THE C.O.
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FLOW
AutoCAD SHX Text 3'x3' MATERIAL HANDLING BAGS
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SANDBAGS AS NEEDED
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SUMP PUMP AS NEEDED
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AutoCAD SHX Text A
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ROADWAY
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DETOUR ROAD FILL AREA
AutoCAD SHX Text A
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BACK FILL CULVERT WITH COMMON FILL MATERIAL
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SANDBAGS AS NEEDED
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SECTION B-B
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SANDBAGS AS NEEDED
AutoCAD SHX Text 3'x3' MATERIAL HANDLING BAGS
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BYPASS DAM DETAILS
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STREAMBED
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IMPERVIOUS MEMBRANE
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SECTION C-C
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KEY IMPERVIOUS MEMBRANE 18" INTO STREAMBED
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BYPASS DAM DETAILS
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EQUIPMENT BYPASS TRENCH CULVERT DETAILS
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SECTION A-A
AutoCAD SHX Text CONTRACTOR SHALL PROVIDE COMPACTED BACKFILL AT A DEPTH THAT WILL SUPPORT CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text BYPASS CULVERT SHALL RUN ON EXISTING GROUND SURFACE AND BE SECURED IN PLACE WITH MINIMAL GROUND DISTURBANCE.
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DIVERSION CULVERT
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SECTION D-D
AutoCAD SHX Text NOTES: 1. ESTIMATED LENGTH OF BYPASS IS 240FT. ACTUAL LOCATION TO BE DETERMINED BY CONTRACTOR. 2. FINAL METHODS, MATERIALS, AND LOCATIONS SHALL BE SUBMITTED BY CONTRACTOR TO THE C.O., AND APPROVED PRIOR TO CONSTRUCTION. 3. THE LOCATION OF THE BYPASS SHALL MINIMIZE STREAM & FLOODPLAIN VEGETATION DISTURBANCE. 4. BYPASS PIPE SHALL BE WATERPROOF WITH SEALED JOINTS, MAY BE OF FLEXIBLE CORRUGATED PLASTIC OR OTHER SUITABLE CONDUIT MATERIAL, AND SHALL RUN ABOVE GROUND WITH MINIMAL GROUND DISTURBANCE. 6. BACKFILL AS SHOWN IN SECTION A-A FOR DETOUR STREAM CROSSING AND EQUIPMENT CROSSING. 7. VARIATIONS TO DE-WATERING DETAILS SHALL BE APPROVED BY C.O. IN THE FINAL DE-WATERING PLAN SUBMITTAL AND SHALL BE SUBMITTED PRIOR TO THE POST AWARD MEETING. 8. CONTRACTOR SHALL COORDINATE WITH THE FOREST SERVICE FOR FISH REMOVAL PRIOR TO DE-WATERING THE SITE. 9. CONTRACTOR SHALL PROVIDE WRITTEN INTENT TO PROCEED WITH DE-WATERING A MINIMUM OF SEVEN (7) DAYS PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN, INCLUDING DE-WATERING, TO THE C.O. PRIOR TO THE PRE WORK MEETING FOR REVIEW AND APPROVAL. 11. CONTRACTOR SHALL USE EITHER SILT FENCE OR STRAW WATTLES BETWEEN ALL STOCKPILED AREAS AND KING SOLOMON CREEK AND ALONG KING SOLOMON CREEK WHERE GROUND DISTURBING ACTIVITIES TAKE PLACE. 12. LOCATIONS ABOVE ARE APPROXIMATE LOCATIONS FOR SILT FENCE AND STRAW WATTLES. FINAL LOCATIONS FOR THESE ITEMS SHALL BE INCLUDED IN EROSION CONTROL PLAN. 13. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND CLEANED/REPAIRED AS NECESSARY. 14. BOTTOM OF SILT FENCE SHALL BE KEYED INTO SOIL 6" AND BACKFILLED TO KEEP IN PLACE. WATTLES SHALL BE KEYED IN USING WOOD STAKES OR REBAR. REBAR SHALL BE REMOVED PRIOR TO FINAL INSPECTION. 15. CONTRACTOR SHALL PROMPTLY REMOVE ALL SILT FENCE FROM GOVERNMENT PROPERTY UPON COMPLETION OF ALL GROUND DISTURBING ACTIVITIES. 16. CONTRACTOR SHALL REMOVE ALL STRAW WATTLES AT THE DISCRETION OF THE C.O. 17. ALL DISTURBED AREAS SHALL BE GRADED BACK TO PRE-PROJECT CONDITIONS.
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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EROSION CONTROL & DE-WATERING PLAN
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ROCKY MOUNTAIN REGION
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RD 550 MP 4.32 CROSSING
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MEDICINE BOW-ROUTT NATIONAL FOREST
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SILT FENCE AND/OR STRAW WATTLE
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APPROXIMATE LOCATION OF EROSION CONTROL MEASURES
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APPROXIMATE LOCATION OF BYPASS PIPE
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STRUCTURE NOTES: 1. STRUCTURE DIMENSIONS ARE AS FOLLOWS: CLEAR SPAN - 18', CLEAR HEIGHT - 5'3", LENGTH - 59', STEEL - 10 GAUGE. 2. FOOTING DIMENSIONS SHOWN IN DETAIL BELOW ARE APPROXIMATE. MANUFACTURER SHALL PROVIDE FINAL DIMENSIONS. LENGTH OF FOOTERS SHALL BE 61'. HEIGHT SHALL BE 6.25'. 3. STRUCTURE & FOOTINGS SHALL MEET HL-93 LOADING REQUIREMENTS. 4. CONTRACTOR SHALL SUBMIT STRUCTURE & FOOTING SHOP DRAWINGS FOR APPROVAL BY C.O. PRIOR TO PURCHASING MATERIALS. 5. ALL SHOP DRAWINGS SHALL BE STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 6. STRUCTURE & FOOTINGS SHALL BE OFFLOADED, ASSEMBLED, INSTALLED, AND BACKFILLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 7. CONTRACTOR SHALL GROUT STRUCTURE INTO FOOTER KEY WAYS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. GROUT USED SHALL ALSO MEET MANUFACTURER'S RECOMMENDATIONS. 8. FOOTINGS SHALL BE PLACED ON 1" MINUS BEDDING MATERIAL. 6" COMPACTED DEPTH. COMPACTION METHOD 1 209.10 (1)(a). 9. ELEVATIONS AT LEFT ARE LOCATED AT THE BOTTOM CENTER OF THE FOOTERS. 10. FINAL CORNER LOCATIONS SHALL BE APPROVED BY THE C.O PRIOR TO PLACEMENT OF FOOTERS.
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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STRUCTURE ELEVATIONS
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ROCKY MOUNTAIN REGION
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RD 500 MP 1.69 & KING SOLOMON CK CROSSING
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MEDICINE BOW-ROUTT NATIONAL FOREST
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STRUCTURE CORNERS
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CORNER
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LENGTH*
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DIRECTION
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ELEVATION
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AutoCAD SHX Text 140.98'
AutoCAD SHX Text 43°2'33.1"
AutoCAD SHX Text 8597.44'
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AutoCAD SHX Text 157.51'
AutoCAD SHX Text 40°21'6.0"
AutoCAD SHX Text 8597.44'
AutoCAD SHX Text C
AutoCAD SHX Text 175.05'
AutoCAD SHX Text 61°38'6.2"
AutoCAD SHX Text 8596.34'
AutoCAD SHX Text D
AutoCAD SHX Text 188.62'
AutoCAD SHX Text 57°54'38.6"
AutoCAD SHX Text 8596.34'
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FLOW
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NEW STRUCTURE
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REMOVE EXISTING 10'-4" X 6'-3" X 59' CMP
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*TAKEN FROM CP1.
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SEE STRUCTURE CORNERS A, B, C, & D, PLAN VIEW, & ELEVATIONS BELOW
STREAM SIMULATION NOTES: 1. STREAMBED SIMULATION ROCK SHALL BE MIXED ACCORDING TO TABLE BELOW. 2. ROCK FEATURES SHALL BE CONSTRUCTED USING 12"-16" MEDIAN AXIS DIAMETER ROCKS. 3. NUMBER OF ROCK FEATURES AS SHOWN ABOVE. SPACING SHALL VARY BETWEEN 15' AND 18'. FINAL LOCATION SHALL BE APPROVED BY C.O. 4. LOW FLOW CHANNEL SHALL BE DEFINED THROUGHOUT STRUCTURE AS SHOWN IN SECTIONS A-A AND B-B. 5. LOW FLOW CHANNEL SHALL BE A MAXIMUM OF 4' WIDE. 6. CONTRACTOR SHALL WASH FINES INTO NEW CHANNEL UPON COMPLETION OF STREAM SIMULATION. 7. ALL STREAM SIMULATION WORK SHALL BE COMPLETED PRIOR TO ARCH INSTALLATION.
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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STREAM SIMULATION
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ROCKY MOUNTAIN REGION
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J. STOGSDILL
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MEDICINE BOW-ROUTT NATIONAL FOREST
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POOL SECTION A-A
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RIFFLE SECTION B-B
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RD 500 MP 1.69 & KING SOLOMON CK CROSSING
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CLASS 4 STREAM SIMULATION MATERIAL
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CLASS 2 STREAM SIMULATION MATERIAL
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CLASS 4 STREAM SIMULATION MATERIAL
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STREAM SIMULATION MIX
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PROPORTION
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CLASS 2
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CLASS 4
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1 UNIT
AutoCAD SHX Text 0 - 1/4"
AutoCAD SHX Text 0 - 1/2"
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2 UNITS
AutoCAD SHX Text 1/4" - 3/4"
AutoCAD SHX Text 1/2" - 1 3/4"
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2 UNITS
AutoCAD SHX Text 3/4 - 2"
AutoCAD SHX Text 1 3/4" - 4"
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1 UNIT
AutoCAD SHX Text 2" - 5"
AutoCAD SHX Text 4" - 10"
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ROCK FEATURE
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LOW FLOW CHANNEL (THALWAG)
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FLOW
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FLOW
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ROCK FEATURE
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TIE-IN TO EXISTING BANKS
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TIE-IN TO EXISTING BANKS
AutoCAD SHX Text CUT EXISTING THALWAG ELEVATION TO MATCH DESIGN GRADIENT FROM STA 3+50 TO INLET OF NEW STRUCTURE.
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PLACE RIFFLE SUBSTRATE STA 3+71-3+86 (1' DEPTH, 14' BANK FULL WIDTH)
AutoCAD SHX Text PLACE RIFFLE SUBSTRATE STA 5+24-5+39 (1' DEPTH, 14' BANK FULL WIDTH) TO THALWAG ELEVATION
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*SEE SITE PLAN FOR CHANNEL STATION ALIGNMENT
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NEW STRUCTURE
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EXISTING STRUCTURE
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EXISTING GROUND
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DESIGN THALWAG GRADIENT .018
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DISTANCE*
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DIRECTION
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THALWAG ELEVATION
AutoCAD SHX Text A
AutoCAD SHX Text 124.39'
AutoCAD SHX Text 17°36'22.8"
AutoCAD SHX Text 8603.38'
AutoCAD SHX Text B
AutoCAD SHX Text 127.79'
AutoCAD SHX Text 27°34'38.6"
AutoCAD SHX Text 8603.00'
AutoCAD SHX Text C
AutoCAD SHX Text 138.52'
AutoCAD SHX Text 32°31'25.5"
AutoCAD SHX Text 8602.73'
AutoCAD SHX Text D
AutoCAD SHX Text 229.21'
AutoCAD SHX Text 65°25'2.4"
AutoCAD SHX Text 8599.97'
AutoCAD SHX Text E
AutoCAD SHX Text 212.81'
AutoCAD SHX Text 66°23'52.8"
AutoCAD SHX Text 8600.24'
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*TAKEN FROM CP1.
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ROAD 500 TEMPORARY DETOUR ALIGNMENT INFO
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STATION
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DISTANCE*
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DIRECTION*
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ELEVATION
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NOTES
AutoCAD SHX Text 0+00
AutoCAD SHX Text 123.00'
AutoCAD SHX Text 126°5'7.3"
AutoCAD SHX Text 8609.38'
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AT RD 500 STA 0+67.43
AutoCAD SHX Text 0+20.37
AutoCAD SHX Text 104.15'
AutoCAD SHX Text 122°31'24.4"
AutoCAD SHX Text 8608.57'
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EDGE OF RD 500
AutoCAD SHX Text 0+25
AutoCAD SHX Text 99.53'
AutoCAD SHX Text 122°31'1.4"
AutoCAD SHX Text 8608.75'
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SPUR RD
AutoCAD SHX Text 0+50
AutoCAD SHX Text 74.54'
AutoCAD SHX Text 122°54'22.1"
AutoCAD SHX Text 8609.29'
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SPUR RD
AutoCAD SHX Text 0+55.90
AutoCAD SHX Text 68.64'
AutoCAD SHX Text 122°55'56.1"
AutoCAD SHX Text 8609.40'
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EDGE OF SPUR RD
AutoCAD SHX Text 1+75
AutoCAD SHX Text 83.10'
AutoCAD SHX Text 28°27'12.1"
AutoCAD SHX Text 8605.50'
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FLOODPLAIN
AutoCAD SHX Text 2+00
AutoCAD SHX Text 108.08'
AutoCAD SHX Text 28°0'30.2"
AutoCAD SHX Text 8605.06'
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FOODPLAIN
AutoCAD SHX Text 2+13.26
AutoCAD SHX Text 121.38'
AutoCAD SHX Text 27°53'26.4"
AutoCAD SHX Text 8604.06'
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CREEK BANK
AutoCAD SHX Text 2+25
AutoCAD SHX Text 133.10'
AutoCAD SHX Text 27°44'26.5"
AutoCAD SHX Text 8603.96'
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CREEK
AutoCAD SHX Text 2+27.44
AutoCAD SHX Text 135.53'
AutoCAD SHX Text 27°42'46.0"
AutoCAD SHX Text 8604.09'
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CREEK BANK
AutoCAD SHX Text 2+50
AutoCAD SHX Text 157.98'
AutoCAD SHX Text 28°14'25.4"
AutoCAD SHX Text 8605.35'
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FOODPLAIN
AutoCAD SHX Text 3+97.04
AutoCAD SHX Text 295.79'
AutoCAD SHX Text 36°11'35.5"
AutoCAD SHX Text 8610.69'
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EDGE OF RD 500
AutoCAD SHX Text 4+00
AutoCAD SHX Text 298.39'
AutoCAD SHX Text 36°27'52.6"
AutoCAD SHX Text 8610.59'
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RD 500
AutoCAD SHX Text 4+18.81
AutoCAD SHX Text 316.33'
AutoCAD SHX Text 37°21'53.6"
AutoCAD SHX Text 8610.30'
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RD 500 STA 4+7.68
AutoCAD SHX Text ROAD 500 TEMPORARY DETOUR NOTES: 1. A DETOUR ROAD SHALL BE CONSTRUCTED TO ALLOW PUBLIC VEHICLE TRAFFIC AS WELL AS TIMBER SALE TRAFFIC THROUGH THE SITE WHILE THE 500 ROAD IS CLOSED. THE PLANNED ALIGNMENT UTILIZES AN EXISTING ROAD PRISM. THE TEMPORARY DETOUR SHALL BE IN PLACE PRIOR TO BEGINNING OF EXCAVATION. 2. DETOUR ROAD SHALL BE CONSTRUCTED AND MAINTAINED IN A MANNER THAT MINIMIZES STREAM AND FLOODPLAIN DISTURBANCE. 3. FILTER FABRIC SHALL BE PLACED BETWEEN ANY UNFINISHED SURFACE AND DETOUR ROAD FILL. 4. STEEP OR ROUGH TRANSITIONS SHALL BE GRADED AND FILLED WITH SURFACE AGGREGATE AS NECESSARY TO PASS VEHICLE TRAFFIC. 5. 6" OF SURFACE AGGREGATE SHALL BE PLACED FROM STA 0+55.90- STA 3+97.04. 6. UPON COMPLETION OF WORK, TRAVEL SURFACES SHALL BE RESTORED TO PRE-CONSTRUCTION ELEVATIONS AND CONDITION ACCORDING TO THE TABLE BELOW. 7. UNFINISHED SURFACES SHALL BE ROUGHENED TO ACCEPT SEED. WHERE AN OLD ROAD PRISM WAS PRESENT PRIOR TO WORK, AREAS SHALL BE BLENDED INTO NATURAL ADJACENT CONTOURS. 8. STREAM BANKS SHALL BE RESTORED TO PRE-WORK ELEVATIONS ACCORDING TO TABLE BELOW.
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MEDICINE BOW-ROUTT NATIONAL FOREST
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RD 500 MP 1.69 & KING SOLOMON CK CROSSING
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2% CROWN
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1" MINUS CRUSHED AGGREGATE COMPACTION METHOD 1
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UNCLASSIFIED FILL
AutoCAD SHX Text A
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SECTION A-A
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EXISTING GROUND
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FILTER FABRIC
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*FROM CP1.
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REVISION 1
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ROAD 500 ALIGNMENT INFO
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STATION
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DISTANCE*
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DIRECTION*
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ELEVATION
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NOTES
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AutoCAD SHX Text 177.63'
AutoCAD SHX Text 141°29'0.6"
AutoCAD SHX Text 8609.77'
AutoCAD SHX Text 0+25
AutoCAD SHX Text 156.22'
AutoCAD SHX Text 137°2'26.3"
AutoCAD SHX Text 8609.24'
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AutoCAD SHX Text 131°14'8.6"
AutoCAD SHX Text 8608.54'
AutoCAD SHX Text 0+67.43
AutoCAD SHX Text 123.54'
AutoCAD SHX Text 125°52'8.1"
AutoCAD SHX Text 8609.34'
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DETOUR JUNCTION
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AutoCAD SHX Text 123°3'15.2"
AutoCAD SHX Text 8608.86'
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AutoCAD SHX Text 111°49'45.3"
AutoCAD SHX Text 8608.52'
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AutoCAD SHX Text 98°25'29.2"
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AutoCAD SHX Text 84°38'50.7"
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AutoCAD SHX Text 72°31'38.3"
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AutoCAD SHX Text 63°1'56.9"
AutoCAD SHX Text 8610.46'
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AutoCAD SHX Text 147.93'
AutoCAD SHX Text 56°9'4.0"
AutoCAD SHX Text 8610.64'
AutoCAD SHX Text 2+44.43'
AutoCAD SHX Text 164.05'
AutoCAD SHX Text 52°9'50.2"
AutoCAD SHX Text 8610.80'
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NEW STRUCTURE CENTER
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AutoCAD SHX Text 168.87'
AutoCAD SHX Text 51°12'12.5"
AutoCAD SHX Text 8610.84'
AutoCAD SHX Text 2+75
AutoCAD SHX Text 191.05'
AutoCAD SHX Text 47°31'33.0"
AutoCAD SHX Text 8610.04'
AutoCAD SHX Text 3+00
AutoCAD SHX Text 213.89'
AutoCAD SHX Text 44°38'28.1"
AutoCAD SHX Text 8609.23'
AutoCAD SHX Text 3+25
AutoCAD SHX Text 237.18'
AutoCAD SHX Text 42°19'46.2"
AutoCAD SHX Text 8610.48'
AutoCAD SHX Text 3+50
AutoCAD SHX Text 260.87'
AutoCAD SHX Text 40°29'24.4"
AutoCAD SHX Text 8609.52'
AutoCAD SHX Text 3+75
AutoCAD SHX Text 284.78'
AutoCAD SHX Text 38°57'31.8"
AutoCAD SHX Text 8611.07'
AutoCAD SHX Text 4+00
AutoCAD SHX Text 308.93'
AutoCAD SHX Text 37°42'31.8"
AutoCAD SHX Text 8610.21'
AutoCAD SHX Text 4+07.66
AutoCAD SHX Text 316.35'
AutoCAD SHX Text 37°21'51.3"
AutoCAD SHX Text 8610.30'
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DETOUR JUNCTION
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AutoCAD SHX Text 333.21'
AutoCAD SHX Text 36°38'26.6"
AutoCAD SHX Text 8610.88'
AutoCAD SHX Text 4+40
AutoCAD SHX Text 347.82'
AutoCAD SHX Text 36°4'17.5"
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AutoCAD SHX Text GRADING NOTES: 1. FINISHED ROAD GRADE SHALL MATCH GRADE PRIOR TO CONSTRUCTION ACCORDING TO TABLE BELOW. MINIMUM FILL BETWEEN NEW STRUCTURE AND TRAFFIC SURFACE IS 2.5'. 2. FINISHED ROAD WIDTH SHALL MATCH ROAD WIDTH PRIOR TO CONSTRUCTION. 3. ALL BACKFILL, COMPACTION, AND AGGREGATE PLACEMENT SHALL BE ACCORDING TO F0-14 SPECIFICATIONS AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS TO FP-14. 4. MATERIAL SHALL BE UNIFORMLY GRADED FROM COARSE TO FINE AND FREE OF ORGANIC MATTER, LUMPS OR BALLS OF CLAY, AND OTHER DELETERIOUS MATTER. 5. IT IS ANTICIPATED THAT EXCAVATED MATERIAL WILL BE ADEQUATE FOR BACKFILL, STREAM SIMULATION MATERIAL, AND DETOUR ROAD FILL. CONTRACTOR SHALL NOTIFY C.O. IMMEDIATELY IF MATERIAL DOES NOT MEET SPECIFICATIONS. 6. 1" MINUS CRUSHED AGGREGATE IS AVAILABLE AT THE 500 RD- 550 ROAD INTERSECTION MATERIAL SOURCE. THIS MATERIAL IS AVAILABLE FOR BEDDING AND SURFACE AGGREGATE. SEE GENERAL NOTE 10/SHEET #2 AND SHEET #3 FOR AGGREGATE SOURCE LOCATION. 7. COMPACTED SURFACE AGGREGATE SHALL BE PLACED FROM STA 2+00 TO 2+75 UPON COMPLETION OF BACKFILL. 8. 35 CY RIP RAP IS IN PLACE AT EXISTING PIPE INLET AND OUTLET. THIS MATERIAL SHALL BE SALVAGED AND REPLACED AS SHOWN BELOW.
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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RD 500 GRADING DETAILS
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ROCKY MOUNTAIN REGION
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J. STOGSDILL
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RD 500 MP 1.69 CROSSING
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MEDICINE BOW-ROUTT NATIONAL FOREST
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2% CROWN
AutoCAD SHX Text BACKFILL COMPACTION METHOD 1 209.10 (a)(1)
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1" MINUS CRUSHED AGGREGATE COMPACTION METHOD 1
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AutoCAD SHX Text BACKFILL COMPACTION METHOD 1 209.10 (a)(1)
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SECTION A-A
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EXISTING GROUND
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NEW STRUCTURE
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RIP RAP
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RIP RAP
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SECTION B-B
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RIP RAP PLACEMENT
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*FROM CP1.
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REVISION 1
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J. STOGSDILL
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J. STOGSDILL
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J. CONNOR
NORTH
FEET
0 50 100
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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SITE PLAN
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MEDICINE BOW-ROUTT NATIONAL FOREST
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ROCKY MOUNTAIN REGION
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J. STOGSDILL
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550 RD KING SOLOMON CR TRIBUTARY CROSSING
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EXISTING STRUCTURE
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PROPOSED STRUCTURE
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TO STEAMBOAT SPRINGS
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ANTICIPATED STOCKPILE AREA
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TRIBUTARY TO KING SOLOMON CREEK
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550 ROAD
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REVISION 1
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J. STOGSDILL
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J. CONNOR
FLOW
KEY MEMBRANE INTO STREAMBED
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ROADWAY
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STRUCTURAL EXCAVATION AREA
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IMPERVIOUS MEMBRANE
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FLOW
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HARDEN DIVERSION INLET
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TEMPORARY CONSTRUCTION DIVERSION
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CLEAR WATER SUMP
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SANDBAGS AS NEEDED
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IMPERVIOUS MEMBRANE
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KEY MEMBRANE INTO STREAMBED
AutoCAD SHX Text END OUTLET ON STREAM LEVEL AND PROVIDE ENERGY DISSIPATION USING LOCAL MATERIALS OR END PIPE IN A SUITABLE LOCATION APPROVED BY THE C.O.
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FLOW
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SANDBAGS AS NEEDED
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SUMP PUMP AS NEEDED
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BACK FILL CULVERT WITH COMMON FILL MATERIAL
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SANDBAGS AS NEEDED
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SECTION B-B
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SANDBAGS AS NEEDED
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BYPASS DAM DETAILS
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STREAMBED
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IMPERVIOUS MEMBRANE
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SECTION C-C
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KEY IMPERVIOUS MEMBRANE 18" INTO STREAMBED
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BYPASS DAM DETAILS
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EQUIPMENT BYPASS TRENCH CULVERT DETAILS
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SECTION A-A
AutoCAD SHX Text CONTRACTOR SHALL PROVIDE COMPACTED BACKFILL AT A DEPTH THAT WILL SUPPORT CONSTRUCTION ACTIVITIES ANYWHERE CONSTRUCTION EQUIPMENT CROSSES BYPASS.
AutoCAD SHX Text BYPASS CULVERT SHALL RUN ON EXISTING GROUND SURFACE AND BE SECURED IN PLACE WITH MINIMAL GROUND DISTURBANCE.
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DIVERSION CULVERT
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SECTION D-D
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
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AutoCAD SHX Text NOTES: 1. LOCATION OF DIVERSION AT LEFT IS APPROXIMATE. ESTIMATED LENGTH OF BYPASS IS 135 FT. 2. FINAL METHOD, LOCATION AND MATERIAL USED FOR DE-WATERING SHALL BE DETERMINED BY CONTRACTOR AND SUBMITTED TO THE C.O. FOR APPROVAL PRIOR TO CONSTRUCTION. 3. THE LOCATION OF THE BYPASS SHALL MINIMIZE STREAM & FLOODPLAIN VEGETATION DISTURBANCE. 4. BYPASS PIPE SHALL BE WATERPROOF WITH SEALED JOINTS, MAY BE OF FLEXIBLE CORRUGATED PLASTIC OR OTHER SUITABLE CONDUIT MATERIAL, AND SHALL RUN ABOVE GROUND WITH MINIMAL GROUND DISTURBANCE. 6. BACKFILL AS SHOWN IN SECTION A-A FOR DETOUR STREAM CROSSING AND EQUIPMENT CROSSING. 7. VARIATIONS TO DE-WATERING DETAILS SHALL BE APPROVED BY C.O. IN THE FINAL DE-WATERING PLAN SUBMITTAL AND SHALL BE SUBMITTED PRIOR TO THE POST AWARD MEETING. 8. CONTRACTOR SHALL COORDINATE WITH THE FOREST SERVICE FOR FISH REMOVAL PRIOR TO DE-WATERING THE SITE. 9. CONTRACTOR SHALL PROVIDE WRITTEN INTENT TO PROCEED WITH DE-WATERING A MINIMUM OF SEVEN (7) DAYS PRIOR TO IMPLEMENTATION. 10. CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN, INCLUDING DE-WATERING, TO THE C.O. PRIOR TO THE POST AWARD MEETING FOR REVIEW AND APPROVAL. 11. CONTRACTOR SHALL USE EITHER SILT FENCE OR STRAW WATTLES CONTRACTOR SHALL USE EITHER SILT FENCE OR STRAW WATTLES BETWEEN ALL STOCKPILED AREAS AND KING SOLOMON CREEK TRIBUTARY AND ALONG KING SOLOMON CREEK TRIBUTARY WHERE GROUND DISTURBING ACTIVITIES TAKE PLACE. 12. LOCATIONS ABOVE ARE APPROXIMATE LOCATIONS FOR SILT FENCE AND LOCATIONS ABOVE ARE APPROXIMATE LOCATIONS FOR SILT FENCE AND STRAW WATTLES. FINAL LOCATIONS FOR THESE ITEMS SHALL BE INCLUDED IN EROSION CONTROL PLAN. 13. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND ALL EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY AND CLEANED/REPAIRED AS NECESSARY. 14. BOTTOM OF SILT FENCE SHALL BE KEYED INTO SOIL 6" AND BACKFILLED BOTTOM OF SILT FENCE SHALL BE KEYED INTO SOIL 6" AND BACKFILLED TO KEEP IN PLACE. WATTLES SHALL BE KEYED IN USING WOOD STAKES OR REBAR. 15. CONTRACTOR SHALL PROMPTLY REMOVE ALL SILT FENCE FROM CONTRACTOR SHALL PROMPTLY REMOVE ALL SILT FENCE FROM GOVERNMENT PROPERTY UPON COMPLETION OF ALL GROUND DISTURBING ACTIVITIES. 16. CONTRACTOR SHALL REMOVE ALL STRAW WATTLES AT THE DISCRETION OF CONTRACTOR SHALL REMOVE ALL STRAW WATTLES AT THE DISCRETION OF THE C.O. 17. ALL DISTURBED AREAS SHALL BE GRADED BACK TO PRE-PROJECT CONDITIONS.
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DE-WATERING PLAN
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ROCKY MOUNTAIN REGION
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RD 550 MP 4.32 CROSSING
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MEDICINE BOW-ROUTT NATIONAL FOREST
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SILT FENCE AND/OR STRAW WATTLE
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APPROXIMATE LOCATION OF EROSION CONTROL MEASURES
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APPROXIMATE BYPASS LOCATION
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REVISION 1
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