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WILDERNESS GATEWAY CG
WASTE SITE: POWELL
POWELL RS
WENDOVER CG
WHITEHOUSE CG
POWELL ROAD
VICINITY MAP
INDEX TO SHEETS
For
CONSTRUCTION PLANS
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
POWELL & LOCHSA RANGER DISTRICTS
CLEARWATER NATIONAL FOREST
IDAHO COUNTY, IDAHO
104 East Broadway, Suite G-1 P.O. Box 1009
Helena, MT 59624 406-442-0370
406-442-0377 (fax) dowlhkm.com
WALLACE
KELLOGG
COEUR D' ALENE
MOSCOW
LEWISTON
SALMON
TWIN
FALLS
POCATELLO
IDAHO
FALLS
CHALLIS
McCALL
BOISE
SAND POINT
material sources
PASTURE PIT
POWELL CG
CLEARWATER NATIONAL FOREST
12370 HIGHWAY 12
OROFINO, ID 83544
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BASE BID/PRIMARY PROJECT
NAME CATEGORY DESCRIPTION OF WORK
POWELL RANGER STATION AS ALL REPAIR WORK & CHIP SEAL
POWELL ACCESS ROAD - ALL REPAIR WORK, CHIP SEAL, & DEEP PATCH
POWELL CAMPGROUND CG ALL REPAIR WORK & SEALCOAT
WENDOVER CAMPGROUND CG ALL REPAIR WORK & SEALCOAT
WILDERNESS GATEWAY
CAMPGROUND CG
ALL REPAIR WORK, SEALCOAT CAMPGROUND
LOOPS, & CHIP SEAL MAIN ROUTE
OPTIONAL
NAME CATEGORY DESCRIPTION OF WORK
WHITEHOUSE CAMPGROUND CG ALL REPAIR WORK & SEALCOAT
AS = ADMINISTRATIVE SITE
CG = CAMPGROUND
GENERAL NOTES
SPECIFICATIONS: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-03 AND APPLICABLE FOREST SERVICE SUPPLEMENTAL
SPECIFICATIONS (FSSS).
TRAFFIC CONTROL: THE CONTRACTOR SHALL FURNISH, MAINTAIN, RELOCATE, AND REMOVE ALL TEMPORARY TRAFFIC CONTROL DEVICES AND SERVICES AS MAY BE NECESSARY FOR THE PURPOSE OF REGULATION, WARNING, OR GUIDING TRAFFIC THROUGH THE PROJECT. PLACEMENT AND MAINTENANCE OF ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FOR STREETS AND HIGHWAYS) AND APPLICABLE SECTIONS OF THE CONSTRUCTION
SPECIFICATIONS.
UTILITIES: CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND DETERMINE LOCATION OF ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. RELOCATION OF UTILITIES IS INCIDENTAL TO OTHER PAY ITEMS. CONTRACTOR SHALL BE AWARE THAT THE LOCATION OF ANY UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND NO GUARANTEE IS GIVEN OR IMPLIED AS TO THE ACCURACY OF LOCATION PROVIDED OR THAT ALL UTILITIES ARE SHOWN. CONTRACTOR SHALL MAKE OWN INVESTIGATIONS AS TO THE LOCATION OF ALL EXISTING UNDERGROUND STRUCTURES, CABLES, AND PIPELINES. THE CONTRACTOR MUST CALL THE LOCAL UTILITY SERVICE AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. CALL BEFORE YOU DIG:
1-800-342-1585.
CONSTRUCTION DELINEATION: CONTRACTOR IS RESPONSIBLE FOR REVIEWING PLANS AND PROVIDING CONSTRUCTION DELINEATION FOR ALL REMEDIES TO BE REVIEWED AND APPROVED BY THE CO BEFORE COMMENCING REPAIRS. WORK IS INCIDENTAL TO OTHER PAY
ITEMS.
QUANTITIES FOR CRACKS, JOINTS, PATCHING, AND SEALING: AN ESTIMATED QUANTITY BASED ON FIELD OBSERVATION HAS BEEN INCLUDED IN THE CONTRACT. THE SPECIFIC LOCATION AND LIMITS OF ALL PAVEMENT REPAIRS SHALL BE APPROVED BY THE CO PRIOR
TO CONSTRUCTION.
BUTT JOINTS: BUTT JOINTS TO BE INSTALLED AT THE ENDS OF ALL RECONSTRUCTION RESURFACING (WHERE THE RESURFACING MEETS
EXISTING PAVEMENT).
REMOVAL OF ROCKS: IF LARGE EMBEDDED ROCKS ARE ENCOUNTERED IN ROADWAY, REMOVE ROCK TO 6-INCHES BELOW SURFACE.
REMOVAL OF ROCK IS INCIDENTAL TO OTHER PAY ITEMS.
CONSTRUCTION SEQUENCING: REFER TO THE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR CONSTRUCTION
SEQUENCING AND TRAFFIC CONTROL.
HOT ASPHALT CONCRETE PAVEMENT (403): BINDER PG 58-28, CLASS B MIX (403.03); GRADATION C (703.07)
SINGLE COURSE SURFACE TREATMENT (409) (CHIP SEAL): BROOMING AND CLEANING OF EXISTING PAVEMENT IS INCIDENTAL TO AND INCLUDED IN THE COST FOR CHIP SEAL. PRIOR TO CHIP SEALING, ALL NEW PAVEMENT PATCHES TO BE FOG-SEALED AS PER SUBSECTION
409.05 AND WILL BE TREATED AS INCIDENTAL COST TO SINGLE COURSE SURFACE TREATMENT.
SINGLE COURSE SURFACE TREATMENT (CHIP SEAL) QUANTITIES: ESTIMATED CHIP SEAL QUANTITIES ARE:
CRS-2P EMULSION (702.03): 0.45-0.48 GALLONS/SY (TABLE 409-1)
3/8-INCH SURFACE TREATMENT AGGREGATE DESIGNATION 1C (703.01): 24-28 LBS/SY (TABLE 409-1) ACTUAL CONSTRUCTION RATES TO BE ESTABLISHED IN THE FIELD AT START-UP BY THE CO, THROUGH USE OF SHORT TEST SECTIONS
AND EQUIPMENT CALIBRATION TESTING PROCEDURES (409.07).
ASPHALT PAVEMENT SEALCOAT (418): BROOMING AND CLEANING OF EXISTING PAVEMENT IS INCIDENTAL TO AND INCLUDED IN THE
COST FOR SEALCOAT.
SEALCOAT QUANTITIES: ESTIMATED SEALCOAT QUANTITES ARE:
CSS-1 EMULSION WITH ADDITIVES (702.03): 1.0 POUNDS RESIDUE/SY (418.12) APPLICATION RATES MAY BE ADJUSTED IN THE FIELD BY
THE CO (418.07).
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POWELL RANGER STATION - BASE BID
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
40908 SINGLE COURSE SURFACE TREATMENT (CHIP SEAL) CQ SY 21,680
41416 CRACK SEAL WITHOUT ROUTING AQ LF 420
41417 CRACK SEAL WITH ROUTING AQ LF 840
43016 CUTOUT/PATCH SECTION AQ SY 500
43016 POTHOLE PATCH AQ SY 20
43017 SKIN PATCH AQ SY 1,570
43018 REMOVE & RECONSTRUCT EXISTING PAVEMENT AQ SY 7,540
NOT TO SCALE
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TYPICAL ROADWAY SECTION / PAVEMENT REPAIR
DETAIL
REMOVE & RECONSTRUCT EXISTING PAVEMENT
DETAIL
TYPICAL BUTT JOINT
LOCHSA RIVER
HIGHWAY 12
POWELL CAMPGROUND
LOCHSA LODGE
POWELL RANGER STATION
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POWELL ACCESS ROAD - BASE BID
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
20404 SELECT BORROW CQ CY 1,520
20415
UNSUITABLE EXCAVATION (TO INCLUDE
WASTING) CQ CY 2,130
32450 CRUSHED AGGREGATE BASE,
GRADATION D CQ CY 270
40318 HOT ASPHALT CONCRETE PAVEMENT AQ SY 1,530
40908
SINGLE COURSE SURFACE TREATMENT
(CHIP SEAL) CQ SY 9,350
41416 CRACK SEAL WITHOUT ROUTING AQ LF 240
41417 CRACK SEAL WITH ROUTING AQ LF 330
43016 CUTOUT/PATCH SECTION AQ SY 1,510
43016 POTHOLE PATCH AQ SY 10
43017 SKIN PATCH AQ SY 680
60201 18 INCH CORREGATED STEEL PIPE AQ LF 140
60404 DROP INLET AQ EA 4
60501 8 INCH PERFORATED PVC PIPE AQ LF 580
60513 GEOTEXTILE MATERIAL TYPE 2C CQ SY 2,060
60514 GEOTEXTILE MATERIAL TYPE 1D CQ SY 610
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DEEP PATCH
DETAIL
SECTION 2 DETAIL
SECTION 1
DETAIL
TRENCH SECTION
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
DETAIL
DROP INLET
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POWELL CAMPGROUND - BASE BID
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
41416 CRACK SEAL WITHOUT ROUTING AQ LF 130
41801 ASPHALT PAVEMENT SEALCOAT CQ SY 15,530
43016 CUTOUT/PATCH SECTION AQ SY 50
43016 POTHOLE PATCH AQ SY 20
43017 SKIN PATCH AQ SY 110
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WENDOVER CAMPGROUND - BASE BID
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
40318 HOT ASPHALT CONCRETE
PAVEMENT AQ SY 310
41416 CRACK SEAL WITHOUT ROUTING AQ LF 100
41417 CRACK SEAL WITH ROUTING AQ LF 110
41801 ASPHALT PAVEMENT SEALCOAT CQ SY 7,890
43016 CUTOUT/PATCH SECTION AQ SY 120
43016 POTHOLE PATCH AQ SY 50
43017 SKIN PATCH AQ SY 100
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WILDERNESS GATEWAY CAMPGROUND - BASE BID
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
40908
SINGLE COURSE SURFACE TREATMENT
(CHIP SEAL) CQ SY 25,590
41416 CRACK SEAL WITHOUT ROUTING AQ LF 50
41417 CRACK SEAL WITH ROUTING AQ LF 4,740
41801 ASPHALT PAVEMENT SEALCOAT CQ SY 32,760
43016 CUTOUT/PATCH SECTION AQ SY 1,610
43016 POTHOLE PATCH AQ SY 50
43017 SKIN PATCH AQ SY 3,840NOT TO SCALE
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0+00 10+00 20+00 30+00 40+00 50+00 60+00 70+00
SY
Station
Cut Out/Patch Section
Pothole Patch
Skin Patch
0+00 10+00 20+00 30+00 40+00 50+00 60+00 70+00
LF
Station
WILDERNESS GATEWAY CAMPGROUND REHABILITATION REMEDIES
(NOTE: INFORMATIONAL ONLY. FOR BIDDING PURPOSES, REFER TO SCHEDULE OF ITEMS)
Crack Seal (w/ route)
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Road #, CG, or Admin. Site
Approx.
Station
Location and/or Distress Description
Crack Seal (w/ Route) (LF)
Cutout/Patch Section (SY)
Pothole Patch
(SY)
Skin Patch
(SY)
Wilderness Gateway 0+00 Start
Wilderness Gateway 0+15 Longitudinal Cracks R (1/4") 60
Wilderness Gateway 0+69
Edge Cracking R along pullout (1/2" - 1") 25
Wilderness Gateway 1+26 Surface Raveling RC (1/2") No Repair Remedy Needed. Not Included in Estimated
Quantities
Wilderness Gateway 1+49 Transverse Cracking L (1/4") 3
Wilderness Gateway 1+88 Gate Post
Wilderness Gateway 2+23 Transverse Cracking (WOR) (1"-2") 3
Wilderness Gateway 2+31 Transverse Cracking (WOR) (1") 24
Wilderness Gateway 5+10
Transverse Cracking (WOR) (2") & Longitudinal C 3
Wilderness Gateway 5+30 Transverse Cracking R (1/2") 4
Wilderness Gateway 5+37 R Edge Low Spot 5
Wilderness Gateway 6+39 Alligator Cracking C (1/2") 2
Wilderness Gateway 6+70
Transverse Cracking (WOR) (1/2"), Alligator Cracking (R & L), Longitudinal
(multiple) (1/2") 24 568
Wilderness Gateway 9+24 Longitudinal L (1/4") 15
Wilderness Gateway 9+49 Transverse Cracking L (1/2") 10
Wilderness Gateway 9+79 Transverse Cracking L (1/2") 7
Wilderness Gateway 9+98 Transverse Cracking L (1/2") 7
Wilderness Gateway 10+09 Longitudinal LC (1/4") 7
Wilderness Gateway 10+68 Longitudinal (multiple) (1/4") 108
Wilderness Gateway 11+76 Longitudinal LC (1/2") (multiple) 65
Wilderness Gateway 12+59
Edge Cracking R, 11'x10' Heaving, Transverse Cracking L (1/2") 13 1
Wilderness Gateway 12+86
Loop A/Block Cracking L (near host enterance) 104
Wilderness Gateway 13+48 Transverse Cracking (1/2") (WOR) 24
Road #, CG, or Admin. Site
Approx.
Station
Location and/or Distress Description
Crack Seal (w/ Route) (LF)
Cutout/Patch Section (SY)
Pothole Patch
(SY)
Skin Patch
(SY)
Wilderness Gateway 13+78 Transverse Cracking L (1/2") 10
Wilderness Gateway 14+29 Transverse Cracking (WOR) (1/2") 24
Wilderness Gateway 14+39 Block Cracking L (1/2") 32
Wilderness Gateway 14+71 Block Cracking (WOR) (1/2") 51
Wilderness Gateway 15+11
Transverse Cracking (WOR) (1/2" - 1") 24
Wilderness Gateway 15+21 Block Cracking L (1/2") 79
Wilderness Gateway 15+80 Transverse Cracking R (1/2") 6
Wilderness Gateway 15+87 Transverse Cracking L (3/4") 5
Wilderness Gateway 16+01
Transverse Cracking R (1/4"), Transverse Cracking L (1/4") 6
Wilderness Gateway 16+32 Transverse Cracking L (1/2") 10
Wilderness Gateway 16+50 Transverse Cracking R (1/4") 7
Wilderness Gateway 16+63 Transverse Cracking L (1/2") 8
Wilderness Gateway 16+83 Alligator Cracking R (1/2") 65
Wilderness Gateway 16+93 Transverse Cracking L (1/2" - 1") 9
Wilderness Gateway 17+23 Transverse Cracking L (1/2") 7
Wilderness Gateway 17+38 Transverse Cracking L (1/2" - 1") 10
Wilderness Gateway 18+51 Transverse Cracking L (1/2") 10
Wilderness Gateway 18+78 Transverse Cracking R (1/2 lane) (1") 12
Wilderness Gateway 19+29
Start Loop B, Alligator Cracking R (1/2") 111
Wilderness Gateway 19+76 Block Cracking (1/4 Lane) 26
Wilderness Gateway 19+88 Transverse Cracking L (1/4") 8
Wilderness Gateway 20+01 Transverse Cracking L (1/2") 5
Wilderness Gateway 20+23 Transverse Cracking L (1/2") 11
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Road #, CG, or Admin. Site
Approx.
Station
Location and/or Distress Description
Crack Seal (w/ Route) (LF)
Cutout/Patch Section (SY)
Pothole Patch
(SY)
Skin Patch
(SY)
Wilderness Gateway 41+44 Transverse Cracking L (1/4") 6
Wilderness Gateway 41+71 Transverse Cracking L (1/4") 11
Wilderness Gateway 42+61 Transverse Cracking L (1/4" - 1/2") 10
Wilderness Gateway 42+68 Longitudinal RC (1/4") 5
Wilderness Gateway 43+14 Transverse Cracking L (1/4") 6
Wilderness Gateway 43+47 Block Cracking L Lane (1/4") 81
Wilderness Gateway 44+50 Block Cracking L (1/4") 32
Wilderness Gateway 45+29 Transverse Cracking L (1/4") 3
Wilderness Gateway 46+00
Intersection with Trailhead parking & Alligator Cracking (entire intersection) 339
Wilderness Gateway 46+68 Longitudinal & Block Cracking C (1/2") 81 18
Wilderness Gateway 47+73
Longitudinal & Block Cracking R (1/4 - 1/2") 36 48
Wilderness Gateway 50+15 Longitudinal R (1/2") 71
Wilderness Gateway 51+62 Longitudinal R (1/2" - 1") 90
Wilderness Gateway 53+15 Longitudinal C (1/2") 14
Wilderness Gateway 53+87 Loop D Intersection
Wilderness Gateway 54+19 Longitudinal C (1/4") 8
Wilderness Gateway 54+46 Transverse Cracking R (1/4" - 1") 7
Wilderness Gateway 55+19 Block Cracking C (1/2") 17
Wilderness Gateway 56+32 Longitudinal C (1/4" - 1/2"), Loop D
Intersection 165
Wilderness Gateway 58+33 Longitudinal (1/4") 16
Wilderness Gateway 59+54 Transverse Cracking (1/4" - 1/2") 12
Wilderness Gateway 60+01
Alligator and Block Cracking C (1/4" - 1/2") 59
Wilderness Gateway 63+03 Pavement type change / End of Repairs
Road #, CG, or Admin. Site
Approx.
Station
Location and/or Distress Description
Crack Seal (w/ Route) (LF)
Cutout/Patch Section (SY)
Pothole Patch
(SY)
Skin Patch
(SY)
Wilderness Gateway 20+61
Longitudinal & Transverse Cracking (whole road) (1/4" - 1/2") 147
Wilderness Gateway 21+87
Longitudinal & Transverse Cracking (whole road) (1/4" - 1/2") 163
Wilderness Gateway 23+46 Transverse Cracking R&L (1/2") 10
Wilderness Gateway 23+83 2 Transverse Cracks L (1/2") 20
Wilderness Gateway 23+93 Transverse Cracking L (1/2") 8
Wilderness Gateway 24+13 Transverse Cracking L (1") 10
Wilderness Gateway 24+36
Transverse Cracking R (12' of 1") & Transverse Cracking L (5' of 1") 17
Wilderness Gateway 24+56 Transverse Cracking L (1") 8
Wilderness Gateway 24+80 Transverse Cracking L (1/2" - 1") 12
Wilderness Gateway 25+08 Transverse Cracking R (1/2" - 1") 10
Wilderness Gateway 25+47 Transverse Cracking R (1/2") 6
Wilderness Gateway 26+30 Transverse Cracking R (1/2" - 1") 11
Wilderness Gateway 26+39 Transverse Cracking R (1/2" - 1") 6
Wilderness Gateway 26+74 Transverse Cracking R (1/2") 10
Wilderness Gateway 27+06 Longitudinal Cracking R&L (1/2") 88
Wilderness Gateway 28+28 Block Cracking (1/2") (3/4 WOR) 126
Wilderness Gateway 29+67 Block Cracking LC (1/2") 338
Wilderness Gateway 34+74 Block Cracking R Lane (1/4" - 1/2") 119
Wilderness Gateway 36+23 Longitudinal (1/2") 29
Wilderness Gateway 36+52 Start of Boulder Creek Bridge
Wilderness Gateway 37+74
End of Boulder Creek Bridge, Alligator Cracking R&L (1/2") 69
Wilderness Gateway 39+02 Pot Hole 0.4
Wilderness Gateway 39+25 Loop C Intersection
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WHITEHOUSE CAMPGROUND - OPTIONAL ITEM
ITEM NO. ITEM METHOD OF
MEAS. PAY UNIT EST.
QUANTITY
41417 CRACK SEAL WITH ROUTING AQ LF 100
41801 ASPHALT PAVEMENT SEALCOAT CQ SY 6,490
43016 CUTOUT/PATCH SECTION AQ SY 150
43016 POTHOLE PATCH AQ SY 50
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CUTOUT / PATCH SECTION
D-1
File details come from the government source that posted it. Updated .