Drawings.pdf

LITTLE BOULDER CREEK CG

PALOUSE RANGER STATION

GIANT WHITE PINE CG

LAIRD PARK CG

VICINITY MAP

INDEX TO SHEETS

For

CONSTRUCTION PLANS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PALOUSE RANGER DISTRICT

CLEARWATER NATIONAL FOREST

LATAH COUNTY, 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

CLEARWATER NATIONAL FOREST

12370 HIGHWAY 12

OROFINO, ID 83544

P A

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

G

EN

ER

A

L N

O

TE

S

P R

O

JE

C T

S U

M M

A R

Y

PROJECT SUMMARY

NAME CATEGORY DESCRIPTION OF WORK

PALOUSE RANGER STATION AS ALL REPAIR WORK & OVERLAY

LITTLE BOULDER CREEK CAMPGROUND CG ALL REPAIR WORK & SEALCOAT

GIANT WHITE PINE CAMPGROUND CG ALL REPAIR WORK & SEALCOAT

LAIRD PARK 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)

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).

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

PA

LO

U S

E R

A N

G

ER

S

TA

TI

O

N

PALOUSE RANGER STATION

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

40317 2-INCH OVERLAY - HOT ASPHALT

CONCRETE PAVEMENT CQ SY 7,160

41416 CRACK SEAL WITHOUT ROUTING AQ LF 500

41417 CRACK SEAL WITH ROUTING AQ LF 490

43016 CUTOUT/PATCH SECTION AQ SY 1,340

63406 PAVEMENT MARKINGS TYPE A LSQ LS 1.0

NOT TO SCALE

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

LITTLE BOULDER CREEK CAMPGROUND

ITEM NO. ITEM METHOD

OF MEAS.

PAY

UNIT

EST.

QUANTITY

41416 CRACK SEAL WITHOUT

ROUTING AQ LF 100

41417 CRACK SEAL WITH ROUTING AQ LF 350

41801 ASPHALT PAVEMENT

SEALCOAT CQ SY 12,750

43016 CUTOUT/PATCH SECTION AQ SY 50

43016 POTHOLE PATCH AQ SY 20

43017 SKIN PATCH AQ SY 100

63406 PAVEMENT MARKINGS TYPE A LSQ LS 1.0

LI

TT

LE

B

O U

LD

E

R C

R E

EK

C

A M

PG

R

O U

N D

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

G

IA

N T

W

HI

TE

P

IN

E

C A

M P

G R

O U

N D

GIANT WHITE PINE CAMPGROUND

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41417 CRACK SEAL WITH ROUTING AQ LF 100

41801 ASPHALT PAVEMENT

SEALCOAT CQ SY 6,340

43016 CUTOUT/PATCH SECTION AQ SY 50

43017 SKIN PATCH AQ SY 50

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

LA

IR

D P

A R

K C

A M

PG

R

O U

N D

LAIRD PARK CAMPGROUND

ITEM NO. ITEM METHOD OF

MEAS. PAY UNIT EST.

QUANTITY

41416 CRACK SEAL WITHOUT

ROUTING AQ LF 340

41417 CRACK SEAL WITH ROUTING AQ LF 480

41801 ASPHALT PAVEMENT

SEALCOAT CQ SY 16,260

43016 CUTOUT/PATCH SECTION AQ SY 870

43016 POTHOLE PATCH AQ SY 50

43017 SKIN PATCH AQ SY 1,380

63406 PAVEMENT MARKINGS TYPE A LSQ LS 1.0

V

EM

EN

T

A S

SE

SS

M

EN

T C

LE

A

R W

A

TE

R N

A

TI

O N

A L

FO

R

ES

T

E a s t

B r o a d w a y S u it e G

-1 P

.O

B o x

H e l e n a

M T

-4

-0

-4

-0 f a x d o w l h k m

.c o m

PA

VE

M

EN

T

RE

PA

IR

D

ET

AI

LS

DETAIL

SKIN PATCH

DETAIL

CUTOUT / PATCH SECTION

D-1