Drawings_revised_Amend1.pdf

END POJECT: MP 76.0

VICINITY MAP

INDEX TO SHEETS

For

CONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

NORTH FORK RANGER DISTRICT

CLEARWATER NATIONAL FOREST

SHOSHONE & CLEARWATER COUNTIES, IDAHO

104 East Broadway, Suite G-1 P.O. Box 1009

Helena, MT 59624 406-442-0370

406-442-0377 (fax) dowlhkm.com material sources

WALLACE

KELLOGG

COEUR D' ALENE

MOSCOW

LEWISTON

SALMON

TWIN

FALLS

POCATELLO

IDAHO

FALLS

CHALLIS

McCALL

BOISE

SAND POINT

BEGIN PROJECT: MP 65.1

CLEARWATER NATIONAL FOREST

12370 HIGHWAY 12

OROFINO, ID 83544

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BASE BID/PRIMARY PROJECT

NAME CATEGORY DESCRIPTION OF WORK

ROAD 250 - MP 70.8 TO MP 76.0 RD ALL REPAIR WORK

OPTIONAL ITEMS

NAME CATEGORY DESCRIPTION OF WORK

ROAD 250 - MP 65.1 TO MP 70.8 RD ALL REPAIR WORK

ROAD 250 - MP 65.1 TO MP 76.0 RD CHIP SEAL

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 QUANTITIES: ESTIMATED 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).

ROAD 250 (MP 65.1 TO MP 70.8) - OPTIONAL ITEMS

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41416 CRACK SEAL WITHOUT ROUTING AQ LF 22,500

41417 CRACK SEAL WITH ROUTING AQ LF 890

43016 CUTOUT/PATCH SECTION AQ SY 1,930

43016 POTHOLE PATCH AQ SY 20

43017 SKIN PATCH AQ SY 500

ROAD 250 (MP 65.1 TO MP 76.0) - OPTIONAL ITEMS

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

SINGLE COURSE SURFACE TREATMENT (CHIP SEAL)

40901 SURFACE TREATMENT AGGREGATE

DESIGNATION IC CQ TON 2,260

40904 EMULSIFIED ASPHALT GRADE CRS-2P CQ TON 310

ROAD 250 (MP 70.8 TO MP 76.0) - BASE BID

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

30141

REMOVAL OF DETERIORATED

ASPHALT @ MP 75.8 AQ SY 250

41416 CRACK SEAL WITHOUT ROUTING AQ LF 370

41417 CRACK SEAL WITH ROUTING AQ LF 810

43016 CUTOUT/PATCH SECTION AQ SY 2,130

43016 POTHOLE PATCH AQ SY 50

43017 SKIN PATCH AQ SY 14,660

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4,500

5,000

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Pothole Patch

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OPTIONAL REPAIR WORK (MP 65.1 TO MP 70.8) BASE BID REPAIR WORK (MP 70.8 TO MP 76.0)

M P

.8

65 66 67 68 69 70 71 72 73 74 75 76

LF

Mile Post

ROAD 250 PAVEMENT REHABILITATION REMEDIES

(NOTE: INFORMATIONAL ONLY. FOR BIDDING PURPOSES, REFER TO SCHEDULE OF ITEMS.)

Crack Seal (w/o Route)

Crack Seal (w/ route)

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BASE BID REPAIR WORK (MP 70.8 TO MP 76.0)

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MULTIPLE HAIRLINE CRACKING (MP 65.1 TO MP 69.7)

EXACT LOCATION OF REPAIR REMEDIES UNKNOWN.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION

DELINEATION FOR ALL REMEDIES TO BE REVIEWED AND APPROVED BY THE

CO BEFORE COMMENCING REPAIRS.

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Site

Approx.

Mile Post

Location and/or Distress Description Crack Seal (w/o Route)

(LF)

Crack Seal (w/ Route) (LF)

Cut Out/Patch

Section (SY)

Pothole Patch (SY)

Skin Patch

(SY)

Road 250 65.10 Start of Pavement

MULTIPLE HARILINE

CRACKING THROUGHOUT

SECTION. EXACT

LOCATION OF REPAIR

REMEDIES UNKNOWN.

CONTRACTOR IS

RESPONSIBLE FOR

PROVIDING

CONSTRUCTION

DELINEATION FOR ALL

REMEDIES TO BE

REVIEWED AND APPROVED

BY THE CO BEFORE

COMMENCING REPAIRS.

Road 250 65.14 Lake Creek Bridge

Road 250 65.19 JCT Road 295

Road 250 65.57 Pothole in Existing Patch 0.3

Road 250 65.58 Long Creek Bridge

Road 250 65.59 Jct. Road 720

Road 250 65.76 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 65.77 Existing Patch R No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 65.93 Pothole in Existing Patch L 0.3

Road 250 65.94 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 66.04 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 66.43 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 66.49 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 66.53 Pothole in Existing Patch 0.2

Road 250 66.56 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 66.80 Pothole in Existing Patch 2.2

Road 250 66.83 30' Existing Patch No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 67.53 Pothole in Existing Patch 0.4

Road 250 67.56 Pothole in Existing Patch 2.0

Road 250 67.70 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 67.79 Pothole in Existing Patch R 1.0

Road 250 67.94 Pothole L 0.1

Road 250 67.97 30' Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 68.01 Jct. Road 5128

Road 250 68.19 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 68.25 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 68.33 Pothole L 0.1

Road 250 68.41 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 68.53 Long Creek Bridge

Road 250 68.56 Rutting and Shoving 664

Road 250 68.61 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 68.72 Pothole 0.1

Road 250 69.02 MP 69.0

Road 250 69.06 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 69.06 Subsidence L 10

Road 250 69.39 Existing Patch over Culvert No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 69.77 Pothole R 0.1

Road 250 69.84 Worn Out/Rutted Section L 581

Road 250 69.93 Big Pull Out

Road 250 70.03 MP 70.0

Road 250 70.12 Rutted/Worn Section (road width) 416

Road 250 70.21 Existing Patching (road width) No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 70.45 Potholes in addition to Cracking 75 0.4

Road 250 70.74 Subsidence L 435

Road 250 70.86 Significant Subsidence L (1.5" drop) 53

Road 250 70.88 Subsidence L (1326') 1,768

Road 250 70.98 MP 71.0

Road 250 71.36 Subsidence L (160') 213

Road 250 71.57 Subsidence Cracking

Everywhere/Plant Growth Both Sides (626')

1,669

Road 250 71.78 Pothole R 0.2

Road 250 71.81 Subsidence L/Existing Patch (843') 1,124

Road 250 71.97 MP 72.0

Road 250 72.06 Block Cracking/New Pavement

Section/Vegetation L (483') 1,288

Road 250 72.10 Gravel L Shoulder No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 72.15 Block Cracking (1721') 4,589

Road 250 72.50 Longitudinal/Block Cracking (144') 384

Road 250 72.76 Random Subsidence (L lane to C, 1262') 1,683

Road 250 72.80 Bend in Road

Road 250 72.95 Edge Cracking L 4

Road 250 73.14 Raveling along pull-out L No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 73.15 Subsidence L (386')/Longitudinal

Cracking L 40 172

Road 250 73.34 Raveling L Edge No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 73.34 Subsidence L/Patched/Breaking Up

(336') 448

Road 250 73.44 Pothole L 0.1

Road 250 73.45 Pothole R 0.1

Road 250 73.45 Pothole C/Raveling R 0.1

Road 250 73.46 2 Potholes C 0.4

Road 250 73.49 Pothole C 0.1

Road 250 73.50 3 Potholes C in Existing Patch 1.0

Road 250 73.58 2 Potholes in Existing Patch 0.2

Road 250 73.59 Pothole in Existing Patch 0.1

Road #, CG, or Admin.

Site

Approx.

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Location and/or Distress Description Crack Seal (w/o Route)

(LF)

Crack Seal (w/ Route)

(LF)

Cut Out/Patch

Section (SY)

Pothole Patch

(SY)

Skin Patch

(SY)

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Site

Approx.

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Location and/or Distress Description Crack Seal (w/o Route)

(LF)

Crack Seal (w/ Route)

(LF)

Cut Out/Patch

Section (SY)

Pothole Patch

(SY)

Skin Patch

(SY)

Road 250 73.61 Rutting C (356') 158

Road 250 73.69 Light Ditch/Edge Raveling L No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 73.75 Potholes LC 0.3

Road 250 73.78 Potholes C 0.4

Road 250 73.92 Pothole C 0.3

Road 250 74.01 Raveling L (277') No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.06 Pothole L 0.7

Road 250 74.08 Pothole R 0.3

Road 250 74.08 Pothole in Existing Patch 0.7

Road 250 74.08 Partially Patched Pothole 1.0

Road 250 74.08 Pothole C 0.1

Road 250 74.13 Scuff Marks No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.18 Rutting R (128') 171

Road 250 74.21 Raveling/Potholes inside wheel tracks

(732') 0.4

Road 250 74.38 Subsidence L 17

Road 250 74.43 Pothole R 0.3

Road 250 74.44 Subsidence R/Existing Patch (67') 22

Road 250 74.46 Subsidence R 115

Road 250 74.46 Pothole C 0.1

Road 250 74.46 Pothole L 0.1

Road 250 74.51 2 Potholes R 0.3

Road 250 74.51 Pothole L 0.7

Road 250 74.51 Pothole L 0.1

Road 250 74.55 Patched Potholes R 0.1

Road 250 74.55 Patched Potholes R 0.1

Road 250 74.59 Patched Potholes R 0.4

Road 250 74.59 Patched Potholes (3) 0.7

Road 250 74.60 Series of Potholes 0.2

Road 250 74.63 Raveling L No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.66 Pothole 0.4

Road 250 74.67 Pothole 0.1

Road 250 74.74 Raveling R No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.74 Potholes C & R 0.7

Road 250 74.76 Pothole 0.2

Road 250 74.77 Pothole 0.1

Road 250 74.78 Pothole 0.1

Road 250 74.81 Pothole 0.3

Road 250 74.82 Raveling L (180') No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.86 Pothole LC 0.2

Road 250 74.87 Pothole RC 0.3

Road 250 74.87 Pothole LC 0.2

Road 250 74.91 Sign

Road 250 74.91 7 Potholes LC 0.8

Road 250 74.92 1 Pothole 0.1

Road 250 74.97 1 Pothole L 0.1

Road 250 74.98 2 Potholes 0.2

Road 250 74.98 Raveling L (390') No Repair Remedy Needed. Not Included in Estimated Quantities

Road 250 74.99 Potholes, Longitudinal Cracking C 135 1.3

Road 250 75.01 Potholes 1.3

Road 250 75.01 Subsidence L 7

Road 250 75.04 3 Potholes 1.0

Road 250 75.29 Subsidence L 21

Road 250 75.31 Pot Hole 0.4

Road 250 75.31 Transverse Crack 24

Road 250 75.43 Longitudinal Cracking L 63

Road 250 75.47 Subsidence L/Longitudinal Cracking & Defect L/Pot Holes L & C 116 26 4.0

Road 250 75.56 Pot Holes R/Raveling R 0.7

Road 250 75.57 Longitudinal Cracking R 62

Road 250 75.58 Longitudinal Cracking C 117

Road 250 75.60 Subsidence L 22

Road 250 75.60 Subsidence L & R (road width)/Longitudinal Cracking R 23 61

Road 250 75.63 Subsidence R (lane width)/Longitudinal Cracking R 53 71

Road 250 75.64 Subsidence L (lane width)/Longitudinal Cracking L 153 204

Road 250 75.68 Subsidence R/Longitudinal Cracking R 21 10

Road 250 75.69 Subsidence L & R (road width)/Longitudinal Cracking C 83 221

Road 250 75.74 Subsidence L/Plant Growth 10

Road 250 75.77 Longitudinal L/Subsidence L 110 37

Road 250 75.80 Turnout/Longitudinal L/Subsidence L 18 6

Road 250 75.82 Turnout/Edge Cracking L 20

Road 250 75.82 End of Pavement/Transitions to Gravel

Remove unsalvageable asphalt within gravel transition and reblade.

Road 250 75.85 Flagging on R Side of Road

Road 250 76.04 Road Sign

Road 250 76.04 Montana/Idaho State Border

Road #, CG, or Admin.

Site

Approx.

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Location and/or Distress Description Crack Seal (w/o Route)

(LF)

Crack Seal (w/ Route)

(LF)

Cut Out/Patch

Section (SY)

Pothole Patch

(SY)

Skin Patch

(SY)

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DETAIL

SKIN PATCH

DETAIL

CUTOUT / PATCH SECTION

D-1

NOT TO SCALE