A3_PLANS-Humbug-Phase-1 1 .pdf

Ken Bigelow

Ken Stagg

Tom Mutz

P atri ci a Granth am

LOCALITY MAP

NO SCALE

LEGEND

PROJECT

SITE

INTERSTATE

HIGHWAY

STATE

HIGHWAY

ITEM

NO

DESCRIPTION

METHOD OF

MEASURE

-MENT

PAY

UNIT

TOTALS

20104 CLEARING & GRUBBING, DISPOSAL OF TOPS & LIMBS(K), LOGS(DECK), STUMPS(G), SLASH(L). LSQ LS ALL

20020401A EXCAVATION & EMBANKMENT, SELECT BACKFILL, COMPACTION (E), FINISHING (A)

15101A MOBILIZATION, BASE PACKAGE LSQ LS ALL

DQ CY

5025161A MACHINE PLACED BARRIER BOULDERS, RELOCATE/INSTALL, GOVERNMENT FURNISHED, BASE PACKAGE

AQ EA

14530101A

" MINUS AGGREGATE, GRADING (D), COMPACTION (A), BASE PACKAGE

DQ CY

0 - 30062530 SEEDING & MULCHING, DRY METHOD DQ SF

BASE PACKAGE

OPTIONAL ITEMS

15101B MOBILIZATION, OPTIONS LSQ LS ALL

0 - 5025161B MACHINE PLACED BARRIER BOULDERS, RELOCATE/INSTALL, GOVERNMENT FURNISHED, OPTIONS

AQ EA

0 - 14530101B

" MINUS AGGREGATE, GRADING (D), COMPACTION (A), OPTIONS

DQ CY

0 - 30021101 ROADWAY OBLITERATION, SCARIFY, 6-INCH DEPTH DQ SY

11000 SITE ID SIGN RELOCATION, INCLUDING PAD CONSTRUCTION LSQ LS 0 - 1

46N24

46N24

46N24

CTY ROAD 7J001

NOTES:

1. BOULDER BARRIERS SHALL BE FROM GOVERNMENT

APPROVED ONSITE BOULDERS. BOULDERS MUST BE

APPROVED BY THE ENGINEER PRIOR TO THEIR REMOVAL

FROM THE STOCKPILE. FINAL LOCATION OF BOULDER

BARRIERS SHALL BE APPROVED BY THE ENGINEER PRIOR TO

INSTALLATION.

2. FINAL LOCATION OF GRAVEL PAD AROUND VAULTED

TOILET SHALL BE DELINEATED ON THE GROUND BY THE

ENGINEER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

PROVIDE GOVERNMENT 10 BUSINESS DAYS NOTICE PRIOR TO

CONSTRUCTING THE GRAVEL PAD AROUND THE VAULTED

TOILET.

2. GOVERNMENT SHALL PROVIDE CONTRACTOR WITH

SISKIYOU COUNTY ENCROACHMENT PERMIT PRIOR TO ANY

WORK DONE ON THE ROADWAY OR WITHIN THE RIGHT OR

WAY. CONTRACTOR SHALL MAINTAIN A COPY OF THE

ENCROACHMENT PERMIT ONSITE AT ALL TIMES DURING THE

LIFE OF THE PROJECT AND SHALL COMPLY WITH COUNTY

REQUIREMENTS NOTED THEREIN. CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY PENALTIES ACCESSED BY THE

COUNTY FOR IN ANY WORK DONE OUT OF COMPLIANCE WITH

THEIR ENCROACHMENT PERMIT.

3. LOCATION OF NEW ENTRANCE TO BE DETERMINED BY THE

FOREST SERVICE PRIOR TO CONSTRUCTION.

4. FINAL POSITION OF SITE IDENTIFICATION SIGN TO BE

APPROVED BY THE ENGINEER PRIOR TO PAD CONSTRUCTION.

N N

N N

N

N N

N

N N

N N

N

N

N

N

N N

N

NOTES:

1. EXCAVATE & BURY LOWER 1/3 OF BOULDER

2. PLACE IN UNCOMPACTED NATIVE SOIL AND TAP DIRT AROUND ROCK EDGE

3. MINIMUM BOULDER SIZE 27 CUBIC FEET. IF LESS THAN 27 CUBIC FEET THEN 2

BOULDERS MAY BE USED IN PLACE OF ONE WITH THE APPROVAL OF THE ENGINEER.

4. MAXIMUM 5' BETWEEN BOULDERS

6. FINAL LOCATION SHALL BE APPROVED BY THE ENGINEER

NOT TO SCALE

BOULDER BARRIER INSTALLATION DETAIL

B

NOT TO SCALE

OHV STAGING AREA PLAN VIEW

A

4' MIN.

NOT TO SCALE

TOILET GRAVEL RAMP DETAIL

C

18 FT

EXISTING

COUNTY ROAD

ROADBED

CLEARING &

CUTTING LIMITS

X

Y

TRAVELED

WAY

SLOPED

@ 2%-4%

30' MIN 60'

18'

CROWNED

& MATCHED

TO COUNTY

ROAD GRADE

R5'

MIN.

NOT TO SCALE

NEW ENTRANCE X-SECTION

A

NOT TO SCALE

NEW ENTRANCE PLAN VIEW

B

NOT TO SCALE

NEW ENTRANCE CLEARING/CUTTING DETAIL

C

14'

NOTES:

1. SIGNS SHALL BE IN ACCORDANCE WITH EM-7100-15 SIGN & POSTER GUIDELINES FOR THE FOREST SERVICE.

2. INSTALL SIGN LEVEL & PLUMB.

3. FINAL LOCATION TO BE DESIGNATED ON THE GROUND BY THE PROJECT ENGINEER.

4. ALL FASTENERS SHALL BE ZINC, OR CADMIUM PLATED UNLESS OTHERWISE STATED ON THE DRAWINGS OR IN THE CONTRACT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED SITE EXCAVATION & GRADING WORK INCIDENTAL TO THIS CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADING AROUND THE STRUCTURE. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE.

7. HOLES MAY BE MOVED ALONG THE CENTERLINE OF THE POST FOR A MAXIMUM DISTANCE OF 2 INCHES UP OR DOWN AS TO NOT INTERFERE WITH THE SIGN LETTERING

8. GOVERNMENT SHALL FURNISH TO THE JOBSITE THE FOLLOWING:

i) ONE SITE IDENTIFICATION SIGN

ii) ONE 10" FOREST SERVICE SHEILD

iii) ONE USDA CREDIT LINE

3'-0"

5'-3"

2'-6"

2'-6"

10"

8"

3'-3"

7'-3"

6'-9"

2'-10"

8'-5"

1'-0"*

1'-6"*

2'-6"

2'-6"

6"

6"

NOT TO SCALE

SIGN BASE FRONT VIEW

A

NOT TO SCALE

SIGN BASE SIDE VIEW

B

10'-0" 5'-0"

L-Stn: 0.0

Super L: -1

Super R: -1

F Slope L: -100

F Slope R: -100

Cut Dp: -1.5

0.0

0 5

L-Stn: 4.0

Super L: -1

Super R: -1

F Slope L: -100

F Slope R: -100

Cut Dp: -2.4

4.0

0 5

L-Stn: 8.0

Super L: -1

Super R: -1

F Slope L: -100

F Slope R: -100

Cut Dp: -2.4

8.0

0 5