12034319Q0174Drawings.pdf
PDF 5 MB Posted
- Attached to
- IDAHO PANHANDLE NATIONAL FOREST - Garnet Gulch Road & Panel Project Federal contract opportunity
- Solicitation number
- 12034319Q0174
- Issued by
- Department of Agriculture Forest Service
About this file
Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12034319Q0174Amend002.pdf | ||
| 12034319Q0174Amendment001.pdf | ||
| 12034319Q0174.pdf | ||
| 12034319Q0174FSSS.pdf | ||
| 12034319Q0174WD.pdf | ||
| 12034319Q0174ExpereinceQuestionnaire.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
St. Joe Ranger District
Idaho Panhandle NATIONAL FOREST
Garnet Gulch Road & Panel Excavation Project
VICINITY MAP
no scale latah County Idaho
LOCATION MAP
MATERIAL SOURCES
- Riprap Source - Contractor Furnished
- Crushed Aggregate - Contractor Furnished
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
FOREST ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text Idaho Panhandle National Forests
AutoCAD SHX Text St. Joe Ranger District
AutoCAD SHX Text
DISTRICT RANGER
AutoCAD SHX Text
DATE
AutoCAD SHX Text Idaho Panhandle National Forests
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
RECOMMENDED
AutoCAD SHX Text
CONSTRUCTION PLANS FOR
AutoCAD SHX Text
BOISE
AutoCAD SHX Text
TWIN FALLS
AutoCAD SHX Text
POCATELLO
AutoCAD SHX Text
IDAHO FALLS
AutoCAD SHX Text
LEWISTON
AutoCAD SHX Text
COEUR D'ALENE
AutoCAD SHX Text
KALISPELL
AutoCAD SHX Text
MISSOULA
AutoCAD SHX Text
HELENA
AutoCAD SHX Text
GREAT FALLS
AutoCAD SHX Text
BOZEMAN
AutoCAD SHX Text
BILLINGS
AutoCAD SHX Text
BUTTE
AutoCAD SHX Text
PROJECT LOCATION
SPECIFICATIONS: MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS, FP-14, AS MODIFIED FOR THIS CONTRACT.
· IN-STREAM WORK: ALL IN-STREAM WORK MUST BE COMPLETED BETWEEN JULY 15 AND MARCH 1.
· SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE APPROVED.
· DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR
INTERMITTENT STREAMS.
· SEED AND FERTILIZE ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. METHOD OF
SEEDING SHALL BE "SEEDING, DRY METHOD" AS SET FORTH IN SECTION 625.
· SUBGRADE WIDTH SHALL BE A MINIMUM OF 15' + CURVE WIDENING + TURNOUTS OR AS MARKED
ON THE GROUND. THE FINISHED RUNNING SURFACE OF THE ROAD SHALL BE OUTSLOPED 3%.
· MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE APPROVED. CLEARING LIMITS SHALL BE 5'MIN. PAST THE FINISHED TOP OF CUT AND 5' MIN. PAST THE FINISHED SHOULDER.
· CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER OF ROAD.
· ROAD CUT/FILL SLOPES SHALL BE 11
3:1 - 11
2:1 FOR CULVERT FILL SLOPES..
EXCAVATION PLAN:
· PRIOR TO START OF WORK THE CONTRACTOR SHALL SUBMIT AN EXCAVATION PLAN TO CO FOR
APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND
DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF
STOCKPILES, ESTIMATED QUANTITIES AND DEMONSTRATE COMPLIANCE WITH OSHA
EXCAVATION SOIL TYPING AND REQUIREMENTS.
DEWATERING AND SOIL EROSION CONTROL PLAN
· DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT
A DEWATERING AND EROSION & SEDIMENT CONTROL PLAN TO THE CO FOR APPROVAL 14 DAYS
IN ADVANCE OF PERFORMING IN STREAM WORK. THE PLAN SHALL INCLUDE DRAWINGS AND
WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT
AND ANTICIPATED STREAM FLOW VOLUMES. IF CONTRACTOR'S IDENTIFIED DEWATERING
METHODS CAN NOT PRODUCE INTENDED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND
SUBMIT ANOTHER PLAN TO THE C.O. FOR APPROVAL.
· PAY ITEM 72301 SWAMP MATS:
FURNISH 16'X16' TIMBER SWAMP MATS FROM BRIDGEWELL RESOURCES
OR AN APPROVED EQUAL. CONTRACTOR SHALL SUBMIT TECHNICAL DATA
OR DRAWINGS SPECIFYING MATERIAL AND FASTENERS OF PROPOSED
PRODUCTS. UPON COMPLETION OF THE PROJECT, THE SWAMP MATS WILL
BE GOV'T PROPERTY AND PLACED AT A DESIGNATED LOCATION ON SITE.
· PAY ITEM 62204, TRACK MOUNTED DUMP TRUCK:
TRACK MOUNTED DUMP TRUCK MUST BE CAPABLE TO DRIVE ON SOFT
SOILS WHEN FULLY LOADED. THE EQUIPMENT SHALL HAVE A ROTATING
UPPER CARRIAGE.
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text
SUMMARY OF ESTIMATED QUANTITIES & GEN. NOTES
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
AutoCAD SHX Text
%%UGENERAL NOTES:
BC 11
6.4
EC 191.3
PI=154.3
CW=
ANGLE=28.6
CURVE L.=74.9
R=200.0
BC 262.3
EC
3.0
R=200.0
CURVE L.=140.8
ANGLE=28.6
CW=
PI=335.7
BC
8.0
EC 623.8
R=75.0CURVE L.=135.8
ANGLE=76.4
BC 872.8
EC 946.9
PI=911
.6
CW=
ANGLE=57.
CURVE L.=74.
R=100 .0
BC 1018.6
EC
.6
PI=1044.7
CW=
ANGLE=57.3
CURVE L.=51.0
R=100.0
BC
.3
EC 1247.9
R=100.0CURVE L.=75.6ANGLE=57.3CW=PI=1212.0
BC 1260.3
EC 1353.7
R=
.0
CU
RV
E L.
=9 3.5
AN
GL
E=
.1
CW
PI
=1
7.2
BC 1399.4
EC 1453.8
R=100.0
CURVE L.=54.4
ANGLE=57.3
CW
PI=1427.3
BC 1471.8
EC 1551.9
PI=1512.1
CW
ANGLE=19.1
CURVE L.=80.1
R=300.0
BC 1686.2
EC
.1
PI=1746.0
CW=
ANGLE=38.2
CURVE L.=113.9
R=150.0
BC
.8
EC
.9
PI=2220.6
CW=
ANGLE=19.1
CURVE L.=85.1
R=300.0
BC
.5
EC 2494.4
R=50.0
CURVE L.=146.9
ANGLE=114.6
CW
PI=2837.7
BC
.5
EC 2830.5
R=200.0CURVE L.=98.9ANGLE=28.6
CW=
PI=2782.0
BC 2884.2
EC 2984.8
R=200.0
CURVE L.=100.6
ANGLE=28.6CW=PI=2935.6
BC 2990.7
EC
.6
PI=3081.9
CW=
ANGLE=38.2
CURVE L.=163.9
R=150.0
BC
.7EC 3542.2
R=200.0
CURVE L.=195.4
ANGLE=28.6
CW=
PI=3453.0
BC 3774.6EC 3823.8
PI=3799.3
CW=
ANGLE=19.1
CURVE L.=49.2
R=300.0
STA
PI
STA 70
PI
ST
A
0 PI
PI
STA 634
PI
STA 695
PI
STA 754
PI
STA 848
PI
STA 1599
PI
STA 1643
PI
ST
A
PIST
A
PI
ST
A 23
PI STA 2498ST
A
66 PI
ST
A
24 PI
PI
STA 2859
ST
A
PI
ST
A
64 PI
PI
STA 3603
PI
STA 3891PI
STA 3990
PI
STA 4080
PI STA 4137 CENTERLINE OF ROAD (L-LINE)
37+50 to 39+50 construct truck turn aound and landing. Width 35ft
START ROAD STA. 0+00
REPLACE 84" DIA. CMP
ITEM 20806 REFER TO PLANS
CONSTRUCT TRUCK
TURNOUT 15+30
Install 18"x28' CMP
Road width 20ft, Max grade 10%
ROADWAY PLAN VIEW
NO SCALE
END ROAD
STA. 41+37
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
GARNET PANEL EXCAVATION & STOCKPILE
PLAN VIEW
NO SCALE
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text
GARNET GULCH ROAD & PANEL EXCAVATION PROJECT
AutoCAD SHX Text
SITE PLAN / WORK LIST
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FSR-447
AutoCAD SHX Text Lower Panel #1
AutoCAD SHX Text Lower Panel #2
AutoCAD SHX Text Lower Panel #3
AutoCAD SHX Text Garnet Bearing Gravel Stockpile Location
AutoCAD SHX Text Garnet Gulch Road
AutoCAD SHX Text Garnet Bearing Gravel Intermediate Stockpile location
AutoCAD SHX Text Panel access road (approx. 900ft) Pay Item 21201
AutoCAD SHX Text Turnout Construction Item 21201 Garnet Panel Borrow Site Item 20420
Access road to the Emerald Creek Garnet Area
DEPTH VARIES AT EACH PANEL
(REFER TO TEST HOLE TABLE BELOW,)
ORGANIC LAYER
TOPSOIL
OVERBURDEN
GARNET BEARING
GRAVEL
BED ROCK
GARNET PANEL SOIL HORIZON TYPICAL
GENERAL NOTES:
SECTION 201
· SLASH AND NON-MERCHANTABLE TIMBER GENERATED BY CLEARING
OPERATIONS SHALL BE PILED AT LOCATIONS APPROVED IN ADVANCE BY THE
CO.
· DECK ALL MERCHANTABLE TIMBER IN DECKS AT THE CONSTRUCTED TRUCK
TURNAROUND AND LANDING AREA. SEE SECTION 203 FOR REQUIREMENTS.
SECTION 204:
· THE CONTRACTOR SHALL HAVE AN APPROVED EXCAVATION AND
DEWATERING PLAN FROM THE CO IN WRITING PRIOR TO STARTING WORK.
SEE SHEET 2 FOR REQUIREMENTS FOR BOTH EXCAVATION AND
DEWATERING PLANS.
· CONSERVE SURFACE ORGANIC MATERIAL AND TOPSOIL.
· STOCKPILE OVERBURDEN MATERIAL SEPARATELY FROM SURFACE ORGANIC
MATERIAL AND TOPSOIL.
· STOCKPILES FOR SURFACE ORGANIC MATERIAL AND TOPSOIL AND FOR
OVERBURDEN MATERIAL SHALL BE LOCATED ADJACENT TO THE PANEL
BEING EXCAVATED AND SHALL BE APPROVED IN ADVANCE BY THE CO
· WASTE MATERIAL FROM THE ADJACENT BORROW SOURCE SHALL BE USED
TO BACKFILL THE EXCAVATION AFTER GARNET-BEARING GRAVEL HAS BEEN
REMOVED. PLACE THE MATERIAL IN 2-FOOT LAYERS AND LEVEL WITH
BUCKET. NEXT PLACE SUB-LAYER MATERIAL, AND FINISH WITH TOPSOIL
AND SURFACE ORGANIC MATERIAL TO MATCH SURROUNDING GROUND
ELEVATION.
· TREAT EXCESS UNSUITABLE MATERIAL AS BORROW MATERIAL AND USE IT
TO REPLACE GARNET-BEARING GRAVELS WHEN BACKFILLING PANEL.
WOODY DEBRIS ENCOUNTERED DURING EXCAVATION SHALL BE TREATED IN
ACCORDANCE WITH SECTION 201.
· THE LOCATION FOR BORROW MATERIAL TO REPLACE THE GARNET BEARING
GRAVEL WILL BE AGREED UPON AND FLAGGED AT THE TIME OF ROAD
CONSTRUCTION TO ACCESS THE PANELS. BORROW SOURCE MAY REQUIRE
CLEARING & GRUBBING OF VEGETATION, INDIRECT PAYMENT UNDER ITEM
21201.
· EXCAVATION, HAUL, AND EMBANKMENT OF BORROW MATERIAL WILL BE
INDIRECT PAYMENT UNDER ITEM 20410.
· PLACE STRAW/HAY BALES AND SILT FENCE AT LOCATIONS TO CONTROL
SEDIMENT GENERATED FROM THE PROJECT. AT A MINIMUM THE SILT
FENCE SHALL INCLUDE THE PERIMETER OF THE OPEN PANELS AND
STOCKPILE AREAS ON THE RIPARIAN ZONE.
SECTION 625
· SEED, FERTILIZE AND MULCH ALL AREAS OF DISTURBED EARTH EXCLUDING
AREAS WITHIN 50 FEET OF A STREAM CHANNEL CROSSING OR WHEREVER
WATER MAY EXIST.
SECTION 622
· EQUIPMENT RENTAL TIME WILL BE USED FOR MISCELLANEOUS WORK
DIRECTED BY THE CONTRACTING OFFICER INCLUDING BUT IS NOT LIMITED
TO, MOVING AND PILING SLASH NOT GENERATED BY THIS PROJECT AND
GENERAL SITE CLEANUP.
AutoCAD SHX Text %%U
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text Panel Excavation Detail
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SCOLYER
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
GENERAL NOTES:
STREAM CHANNEL RELOCATION:
1. TOTAL CHANNEL CONSTRUCTED = 1335 LINEAR FT.
·1. E.F. 281 =1110 LINEAR FT.
·2. W.F. 281 =225 LINEAR FT.
2. APPROXIMATELY 925 LINEAR FT. OF EXISTING STREAM RECONTOURED.
3. USFS PERSONNEL WILL STAKE CENTERLINE OF NEW CHANNEL. PROVIDE WRITTEN NOTICE TO THE C.O. ALLOW 5 BUSINESS DAYS FROM
TIME REQUESTED FOR USFS TO COMPLETE.
4. DEWATER EXCAVATION LIMITS OF STREAM SITE A MINIMUM OF 14 DAYS BEFORE INITIATION OF RESTORATION ACTIVITIES
5. MATERIAL GENERATED FROM NEW STREAM LOCATION EXCAVATION WILL BE PLACED AS BACKFILL IN EXISTING STREAM CHANNEL.
6. CHANNEL GRADIENT WILL FOLLOW THE EXISTING GROUND UNLESS STAKED BY THE COR
WEIR CONSTRUCTION:
7. LOGS USED AS WEIRS SHOULD HAVE A MINIMUM DIAMETER OF 12" AND SHOULD BE BURIED IN THE STREAM BED FOR AT LEAST
ONE-HALF THEIR DIAMETER
8. LOGS ARE AVAILABLE IN THE SLASH PILES ON THE GARNET GULCH ROAD SHOWN ON SHEET 3 . IF MORE TREES ARE NEEDED THE C.O. WILL
DESIGNATE TREES TO BE FELLED AND TRANSPORTED BY THE CONTRACTOR. FULL LENGTH TREES WILL BE CUT TO THE DIMENSIONS
SHOWN IN THE WEIR TYPICAL.
POND RECONTOUR:
9. RECONTOUR EXISTING PONDS TO MATCH THE SURROUNDING AREAS . HAUL EXCESS MATERIAL TO STOCKPILE LOCATION.
DIRECTION OF
FLOW
WEIR PLAN VIEW
NO SCALE
WEIR PROFILE VIEW
NO SCALE
STREAM CHANNEL SECTION VIEW
NO SCALE
281 GULCH STREAM RESTORATION
PLAN VIEW
NO SCALE
STREAM BEDDING MATERIAL, ITEM 70301:
1. STREAMBED MATERIAL SHALL BE PLACED AFTER STREAM BANK
CONSTRUCTION
2. STREAM BEDDING SHALL BE 6" MINUS, SUBMIT A GRADATION FOR
APPROVAL AT LEAST 14 DAYS BEFORE ORDERING AGGREGATE.
3. APPLY AT THE FOLLOWING LOCATIONS:
·1. STARTING 6' BEFORE, AND ENDING 6' AFTER ALL WEIRS.
·2. ENTIRE LENGTH OF W.F. 281 STREAM RELOCATION
AutoCAD SHX Text 1H:1V
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text
STREAM RESTORATION DETAIL
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SCOLYER
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BEGIN E.F. 281 STREAM RELOCATION 0+00 ITEM 20424
AutoCAD SHX Text
RECONTOUR EXISTING POND, MATCH EXISTING GRADE ITEM 20424
AutoCAD SHX Text
END E.F. 281 STREAM RELOCATION STATION 11+10 ITEM 20424
AutoCAD SHX Text
INSTALL WEIR SEPARATED EVERY 30' ITEM 64805
AutoCAD SHX Text
EXCESS MATERIAL STOCKPILE LOCATION
AutoCAD SHX Text
END BOULDER ITEM 64805
AutoCAD SHX Text
PARTIALLY BURIED ROCKS
AutoCAD SHX Text
PARTIALLY BURIED LOG ITEM 64805
AutoCAD SHX Text mt ITEM 64805
AutoCAD SHX Text
PARTIALLY BURIED LOG ITEM 64805
AutoCAD SHX Text
W.F. 281 STREAM RELOCATION 0+00 TO 2+25 ITEM 20424
AutoCAD SHX Text
EXISTING STREAM CHANNEL TO BE RECONTOURED INDIRECT PAYMENT, ITEM 20424
APPLY ONLY WHERE SPECIFIED STREAM BEDDING MATERIAL 6" MINUS ITEM 70301
DOUBLE TRACK AND TURNOUT DETAILS
1*
1*
1*
TRUCK TURNAROUND TYPICAL
AGGREGATE SURFACE COURSE TYPICAL
ITEM 32401
WITHOUT DITCH WITH DITCH
6" DEPTH ***
6" DEPTH***
*** THE SURFACE COURSE TYPICAL DEPTH SHOWN ON THE PLANS IS A COMPACTED IN-PLACE DEPTH.
SURFACE THE ENTIRE SUBGRADE, INCLUDING CURVE WIDENING, FILL WIDENING, TURNOUTS, AND
DITCHES, AS SHOWN.
3% OUTSLOPE 3% OUTSLOPE
LINEAR GRADING TYPICAL
ITEM 21201 & 21203
AutoCAD SHX Text
AutoCAD SHX Text
OR AS SHOWN ON THE WORKLIST
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
5' FOR TURNOUTS, 10' FOR TRUCK TURNAROUNDS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
3" MINUS SURFACE COURSE
AutoCAD SHX Text
2 : 1 SLOPE
AutoCAD SHX Text
2 : 1 SLOPE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
LOCATION
AutoCAD SHX Text Item 32401
AutoCAD SHX Text Surface Course
AutoCAD SHX Text
GARNET GULCH ROAD
AutoCAD SHX Text 6"
AutoCAD SHX Text
LOCATIONS STAKED BY THE C.O.
AutoCAD SHX Text GENERAL NOTES: : ITEM 21201 1. SPREAD EXCESS OR UNSUITABLE EXCAVATION SPREAD EXCESS OR UNSUITABLE EXCAVATION MATERIAL UNIFORMLY OVER ADJACENT FILL SLOPES, UNLESS OTHERWISE APPROVED. 2. DO NOT SIDECAST EXCESS OR UNSUITABLE DO NOT SIDECAST EXCESS OR UNSUITABLE DO NOT SIDECAST EXCESS OR UNSUITABLE MATERIAL INTO OR ON SLOPES ADJACENT TO LIVE OR INTERMITTENT STREAMS. 3. SEED AND FERTILIZE ALL AREAS OF DISTURBED SEED AND FERTILIZE ALL AREAS OF DISTURBED EARTH OUTSIDE THE ROADBED. METHOD OF SEEDING SHALL BE "SEEDING, DRY METHOD" AS SET FORTH I N N SECTION 625. 4. SUBGRADE WIDTH SHALL BE A MINIMUM 15' + SUBGRADE WIDTH SHALL BE A MINIMUM 15' + SUBGRADE WIDTH SHALL BE A MINIMUM 15' + CURVE WIDENING + TURNOUTS OR AS MARKED ON THE GROUND. OUTSLOPE SHALL BE 3% ON ALL ROADS. 5. CLEARING LIMITS SHALL BE 5' PAST THE FINISHED CLEARING LIMITS SHALL BE 5' PAST THE FINISHED CLEARING LIMITS SHALL BE 5' PAST THE FINISHED TOP OF CUT AND 5' PAST THE FINISHED SHOULDER. 6. MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS MINIMUM TOTAL CLEARING WIDTH IS 30', UNLESS OTHERWISE APPROVED. 7. CUT AND GRUB ALL TREES & STUMPS 2' OR LESS CUT AND GRUB ALL TREES & STUMPS 2' OR LESS CUT AND GRUB ALL TREES & STUMPS 2' OR LESS FROM SHOULDER OF ROAD 8. CUT SLOPES SHALL BE 1 ;1, :1 IN ROCK. FILL CUT SLOPES SHALL BE 1 ;1, :1 IN ROCK. FILL CUT SLOPES SHALL BE 1 ;1, :1 IN ROCK. FILL 13 ;1, :1 IN ROCK. FILL 34:1 IN ROCK. FILL SLOPES SHALL BE 1 :1. 13:1. 10. 15 FT. MINIMUM CLEAR HEIGHT, MEASURE FROM ROAD 15 FT. MINIMUM CLEAR HEIGHT, MEASURE FROM ROAD SURFACE
AutoCAD SHX Text
-NO SCALE-
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
CL STAKE
AutoCAD SHX Text
CL STAKE
AutoCAD SHX Text
TC
AutoCAD SHX Text Cut slope 1 H:1V In Common13 H:1V In Common
AutoCAD SHX Text Ground line
AutoCAD SHX Text 1 H:1V 13 H:1V Fill Slope
AutoCAD SHX Text Slash Windrow
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text
ROAD TYPICAL SECTIONS
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text 84" Dia. CMP Installation Detail
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
AutoCAD SHX Text
54'
TYPICAL DITCH RELIEF INSTALLATION
NO SCALE
DITCH RELIEF CATCH BASIN TYPICAL SECTION
NO SCALE
TYPICAL LEAD OUT DITCH
NO SCALE
SECTION A-A
NO SCALE
CULVERT INSTALLATION DETAILS
AutoCAD SHX Text
RD.
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
TOP OF SUBGRADE
AutoCAD SHX Text
CULVERT GRADE SHOULD BE AT LEAST 2% MORE
AutoCAD SHX Text
THAN DITCH GRADE. SKEW CULVERT 30%%D UNLESS
AutoCAD SHX Text
OTHERWISE NOTED.
AutoCAD SHX Text
CATCH BASIN
AutoCAD SHX Text
1:1 SLOPE OR AS STAKED
AutoCAD SHX Text
TOP OF CUT SLOPE
AutoCAD SHX Text
ROAD SHOULDER
AutoCAD SHX Text
DITCH LINE
AutoCAD SHX Text
NORMAL
AutoCAD SHX Text
TRANSITION
AutoCAD SHX Text
25 FT. OR AS STAKED
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
DITCH DIKE
AutoCAD SHX Text
OR AS
AutoCAD SHX Text
STAKED
AutoCAD SHX Text
4' MIN
AutoCAD SHX Text
NORMAL CUT SLOPE
AutoCAD SHX Text
AS STAKED.
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
2:1 SLOPE OR
AutoCAD SHX Text
TRANSITION
AutoCAD SHX Text
AS STAKED
AutoCAD SHX Text
DEPTH DIMENSIONS WILL VARY TO CONFORM WITH NATURAL DRAINAGE ELEVATION.
AutoCAD SHX Text
EXCAVATION
AutoCAD SHX Text
EMBANKMENT
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING GROUND
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1' MIN
AutoCAD SHX Text
ORIGINAL SUBGRADE
AutoCAD SHX Text
TOP OF
AutoCAD SHX Text
1' MIN. COVER
AutoCAD SHX Text 2:1
AutoCAD SHX Text
NATURAL GROUND
AutoCAD SHX Text
SKEW CULVERT AS STAKED BY C.O.
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWING
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
CHECK:
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text U. S. Department of Agriculture
AutoCAD SHX Text
FOREST SERVICE
AutoCAD SHX Text Northern Region Engineering
AutoCAD SHX Text Garnet Gulch Road & Panel Excavation Project
AutoCAD SHX Text Culvert Detail
AutoCAD SHX Text
IDAHO PANHANDLE NATIONAL FORESTS
AutoCAD SHX Text
SMCHRISTEN
AutoCAD SHX Text
| Sheets and Views |
| 2019 Garnet Gulch Road & Panel Plans-final-TITLE SHEET |
| 2019 Garnet Gulch Road & Panel Plans-final-SEQ & GEN. NOTES |
| 2019 Garnet Gulch Road & Panel Plans-final-Worklist & Road Plan View |
| 2019 Garnet Gulch Road & Panel Plans-final-Panel Exc. Site Plan |
| 2019 Garnet Gulch Road & Panel Plans-final-SOIL HORIZON & SILT FENCE TYP. |
| 2019 Garnet Gulch Road & Panel Plans-final-281 GULCH RESTORATION |
| 2019 Garnet Gulch Road & Panel Plans-final-ROAD SECTION & AGGREGATE TYPICALS |
| 2019 Garnet Gulch Road & Panel Plans-final-AOP installation |
| 2019 Garnet Gulch Road & Panel Plans-final-CULVERT TYPICALS |
File details come from the government source that posted it.