2._PLANS-SEIAD-DECOM-PHASE-1-2016.pdf

PDF 3 MB Posted Aug 5, 2016

Attached to: Seiad Decommissioning, Phase I Federal contract opportunity
Solicitation number: AG-9AC7-S-16-0147
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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Questions_and_Answers_8-17.pdf	PDF	Aug 17, 2016
1._Updated-SPECIAL_PROJECT_SPECS.pdf	PDF	Aug 5, 2016
3._PAL_Fire_Plan_030613.pdf	PDF	Aug 5, 2016
AG-9AC7-S-16-0147_Solicitation.pdf	PDF	Aug 5, 2016
4._CA9._mod_8 _dated_07292016.pdf	PDF	Aug 5, 2016

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Ken Bigelow

Ken Kellogg

Jeff Marszel

P atri ci a Granth am

3/24/2016

COUNTY ROAD

FOREST SERVICE

ROAD NUMBER

LEGEND

PROJECT ROAD

LOCALITY MAP

NO SCALE

METAL PIPE, PIPE ARCHES OR ARCHES

SECTION 602 OR 605 604 605 621 251

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

C H

O N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

E D

R A

I N

S F

G R

A N

U L

I L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

T A

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

48N20.2 0.20 9020 CONSTRUCT TYPE IV ROLLING DIP

C M P

CONSTRUCT TYPE IV ROLLING DIP

1.2647N17Y

1.34

9030 REPLACE EXISTING CMP W/ 36"Ø CMP, CONSTRUCT TYPE IV DIP

1.44

1.48

1.51

1.55

1.65

1.75

1.78

1.90

1.96

1.80

1.86

2.01

2.05

2.10

2.13

2.29

2.17

2.20

2.26

BASE PACKAGE

9030 REPLACE EXISTING CMP W/ 36"Ø CMP, CONSTRUCT TYPE IV DIP60

CONSTRUCT TYPE IV ROLLING DIP9030

CONSTRUCT TYPE IV ROLLING DIP6020

CONSTRUCT TYPE IV ROLLING DIP3010

CONSTRUCT TYPE IV ROLLING DIP6020

CONSTRUCT TYPE IV ROLLING DIP3010

47N17Y

METAL PIPE, PIPE ARCHES OR ARCHES

SECTION 602 OR 605 604 605 621 251

C O

R R

U G

A T

I O

N S

C M P

E L

B O

B R

A N

E N

E C

T I O

I N

L E

I S

E R

P I P

I N

L E

P R

E F

A B

R I C

A T

I N

S F

G R

A N

U L

L E

M A

T E

R I A

I N

C H

I N

C H

I N

C H

I N

C H

A N

C H

K E

G E

O T

E X

T I L

SIZE

C M P

D E

B R

Y P

TYPE

PREFAB DRAIN

CORR. METAL SPILLWAY RIPRAP

REMARKS

VIII V III SY

SITE

MILE POST

ROAD NO.

NOTES:

1. QUANTITIES ON THIS SHEET ARE BASED ON

DESIGN DATA ONLY & ARE SUBJECT TO

ADJUSTMENTS BEFORE & DURING

CONSTRUCTION TO SUIT FIELD CONDITIONS.

ABBREVIATIONS:

Al = ALUMINUM ALLOY Fe = GALVANIZED STEEL CMP = CORRUGATED METAL PIPE

SPP = STRUCTURAL PLATE PIPE SPPA = STRUCTURAL PLATE PIPE ARCH SPA = STRUCTURAL PLATE ARCH

PP = PERFORATED PIPE CMPA = CORRUGATED METAL PIPE ARCH CSBC = CORRUGATED STEEL BOX CULVERT

SIZE TYPE NO TYPE

CU. YDS.

C L

A S

C L

A S

C L

A S

I N

L E

A S

S E

M B

L Y

FLUME OUTLET

PIPE

C M P

CONSTRUCT TYPE IV ROLLING DIP0.0847N17Y 9030

OPTIONAL PACKAGE

0.1447N17Y

0.2647N17Y

0.4447N17Y

0.4847N17Y

0.5447N17Y

0.6047N17Y

0.6647N17Y

0.6847N17Y

0.7147N17Y

0.7547N17Y

0.7847N17Y

0.8147N17Y

0.9047N17Y

0.9347N17Y

1.0447N17Y

CONSTRUCT TYPE IV ROLLING DIP3010

CONSTRUCT TYPE IV ROLLING DIP

CONSTRUCT TYPE IV ROLLING DIP6020

CONSTRUCT TYPE IV ROLLING DIP

CONSTRUCT TYPE IV ROLLING DIP3010

CONSTRUCT TYPE IV ROLLING DIP9030

10 30

EXCAVATE ENTIRE FILL TO

NATURAL GROUND AND PLACE ON

ROADWAY TO OBTAIN OUTSLOPE

OR AS DIRECTED BY THE

ENGINEER

NATURAL GROUND

LINE

CLEARING FILL SLOPE AS NEEDED

EXCAVATE FILL AND PLACE

ON ROADWAY TO OBTAIN

OUTSOPE OR AS DIRECTED

BY THE ENGINEER

NATURAL GROUND

LINE

FILL

CLEARING FILL SLOPE AS NEEDED

EXCAVATE AND

USE FOR FILL

ON DITCH LINE

AND INSIDE OF

ROAD

FILL DITCH

LINE IF

APPLICABLE

FILL

CLEARING

AS NEEDED

TO CREATE

OUTSLOPE

NOTES:

1. TEMPORARY DRAINAGE STRUCTURES

REQUIRED TO DE-WATER SITES NEEDED FOR

ACCESS TO WORK AREAS ARE INCIDENTAL TO

CONSTRUCTION.

2. DECOMMISSION SHALL RE-ESTABLISH

PRE-ROAD DRAINAGE PATTERNS AS

DETERMINED BY THE ENGINEER. OUTSLOPING

SHALL BE CARRIED THROUGH TURNOUTS AND

LANDINGS.

3. ALL DISTURBED AREAS SHALL BE DRY

SEEDED AND MULCHED. SEEDING SEASON

WAIVED.

4. AT THE TRANSITION TO DECOMMISSIONING

TOPOGRAPHIC FEATURES WILL BE RESTORED

FOR 50' TO 100' OR AS SPECIFIED IN THE

PROJECT DRAWINGS.

5. TREES OVER 8" DBH CAN BE LEFT IN THE

CLEARING AND GRADED AROUND.

6. ALL CLEARING WILL BE DISPOSED OF BY

SCATTERING OUTSIDE OF AREA SEEDED.

7. ALL AREAS TO BE EXCAVATED OR RECEIVE

FILL WILL BE CLEARED IN ADVANCE OF

CONSTRUCTION.

8. A LIMITED OPERATING SEASON WILL BE

REQUIRED TO PROTECT THREATENED SPECIES

UNLESS OTHERWISE AGREED, NO WORK SHALL

BE PERFORMED ON THIS PROJECT BETWEEN

OCT 15 AND MAY 15.

9. PRIOR TO PROJECT IMPLEMENTATION ALL

AREAS DESIGNATED OUTSIDE OF ROAD PRISM

(BORROW, WASTE AND STOCKPILE AREAS)

WILL REQUIRE PRIOR APPROVAL FROM THE

HERITAGE PROGRAM MANAGER.

BEGIN PLACEMENT OF EXCAVATED

MATERIAL FROM THROUGH FILLS

AND CMP REMOVAL 50' FEET

BEYOND THE HINGE POINT OF

ANY CMP & FILL REMOVAL SITE.

MATERIAL PLACEMENT

NOT TO EXCEED TOP OF

ROAD CUT BANK

I M

FILL HEIGHT

VARIABLE

FILL RATIO

1-1/2:1

FILL

EXCAVATE AND USE FOR FILL IN THROUGH CUTS

ADDITIONAL MATERIAL CAN BE OBTAINED FROM

THROUGH FILLS AS DIRECTED BY THE ENGINEER

FILL

CLEARING AS

NEEDED TO

CREATE

OUTSLOPE

AREA TO BE

SEEDED & MULCHED

AREA TO BE

SEEDED & MULCHED

AREA TO BE SEEDED & MULCHED

PLACE EXCAVATED MATERIAL

INTO CUT AREA.

EXCAVATE EXISTING FILL

EXISTING ROADWAY

LIMBS W/IN THE CLEARING

LIMITS SHALL BE CUT IN A

CLEAN, STRAIGHT

FASHION, FLUSH W/ THE

TREES TRUNK EVEN IF IT

REQUIRES GOING

OUTSIDE THE CLEARING

LIMITS

NOTES:

1. TRAVELED WAY SHALL BE 16 FEET, PLUS CURVE WIDENING & TURNOUTS.

2. LENGTH OF THE TURNOUTS SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. THE EXISTING DITCH SHALL BE FILLED UNLESS NOTED OTHERWISE ON THE DRAWING.

4. PRIOR TO PROJECT IMPLEMENTATION ALL AREAS DESIGNATED OUTSIDE OF THE ROAD PRISM (BORROW, WASTE & STOCKPILE AREAS) WILL

REQUIRE PRIOR APPROVAL FROM THE HERITAGE PROGRAM MANAGER.

5. ALL VEGETATION GREATER THAN 4" DBH SHALL BE LEFT TO MAINTAIN SITE STABILITY EXCEPT WHERE SIGHT DESIGN REQUIRES REMOVAL OR

WHERE DRAINAGE WOULD BE IMPEDED.

6. ALL DISTURBED AREAS OUTSIDE OF THE TRAVELED WAY SHALL BE SEEDED & MULCHED IN ACCORDANCE W/ SPECIFICATION 625.

7. OUTSIDE EDGE OF ROAD SHALL BE EXCAVATED TO CREATE OUTSLOPE. EXCAVATED MATERIAL SHALL BE USED ON INSIDE OF ROAD TO FILL DITCH &

CONSTRUCT SHOULDER.

8. CULVERTS IDENTIFIED FOR REMOVAL SHALL BE DISPOSED OF OFF FEDERAL LANDS. THOSE NOT IDENTIFIED FOR REMOVAL SHALL REMAIN.

9. ROADWAY MAY BE SHIFTED TO PROVIDE SIGHT DISTANCE & CURVE WIDENING AS DIRECTED BY THE ENGINEER.

10. A LIMITED OPERATING SEASON WILL BE REQUIRED TO PROTECT THREATENED AQUATIC SPECIES. UNLESS OTHERWISE AGREED, NO WORK SHALL

BE PERFORMED ON THIS PROJECT BETWEEN OCTOBER 15TH AND APRIL 15TH.

11. IN ACCORDANCE W/ SECTION 15714 AN EROSION CONTROL PLAN SHALL BE SUBMITTED PRIOR TO COMMENCEMENT OF WORK.

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING W/ FILLED DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING W/ NO DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - OUTSLOPING & RETAIN DITCH

Scale: NOT TO SCALE

TYPICAL SECTION - INSLOPING & RETAIN DITCH

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE EDGE

WIDTH VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE

EDGE

WIDTH

VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

OUTSLOPE EDGE

WIDTH VARIABLE

AREA TO BE

SEEDED

CLEARING LIMITS

TRAVELED WAY

10 14.0

50 60 75 100 150 300

17.0

22.7

26.6

29.4

31.3

32.6

33.5

34.6

14.0 14.7 15.2 15.6 15.7

17.3 17.5 17.6 17.4 16.4

21.9

24.9

26.8

28.1

28.9

29.4

30.0

21.2 20.3 19.0 16.8

23.4 21.6 19.5 16.8

16.8

19.7

19.8

22.3

22.6

22.7

22.8

22.9

24.6

25.7

26.0

26.2

R I

R = CURVE RADIUS TO ROADWAY ℄ (FEET)

I = CENTRAL ANGLE (DEGREES)

***NOTE: CRUSHED

AGGREGATE SURFACING, IF

APPLICABLE, COMPACTED

DEPTH TO VARY (FROM 4" MIN

TO 6" MAX) BASED ON THE

AMOUNT OF AGGREGATE

AWARDED IN THE CONTRACT &

AS MARKED ON THE GROUND

BY THE ENGINEER. ALL

BLADING OF THE ROAD

SURFACE SHALL BE

INCIDENTAL TO ROCKING.***

12"

#200

80-100 (±6)

64-94 (±6)

40-69 (±6)

31-54 (±6)

4.0-7.0 (±3)

REINFORCEMENT

AGGREGATE

LENGTH

B+A+A+B

SURFACE AGGREGATE &

TOTAL DIP LENGTH

1 FT

DEPTH

SEIAD DECOMMISSIONING

FS ROAD 48N20.2

PROJECT LIMIT

REF JCT 48N20

BEGIN CLEARING & BRUSHING

OBLITERATE ROAD 200' &

DECOMMISSIONING

48N20

MP 0.00

MP 0.20 RE-ESTABLISH STREAM INTO

NATURAL CHANNEL, RE-CONTOUR &

CONSTRUCT TYPE IV DIP (W/ NO

1-1/2" MINUS SURFACE AGGREGATE)

AFTER CROSSING TO PREVENT

FUTURE STREAM DIVERSION;

REMOVE PERCHED FILL ALONG

ROAD UNTIL ROAD END

MP 0.22 REF END OF PROJECT

END RE-CONTOURING

END DECOMMISSIONING

SEIAD DECOMMISSIONING

FS ROAD 48N20.5

PROJECT LIMIT

REF JCT 48N20

BEGIN CLEARING &

BRUSHING

OBLITERATE ROAD 200'.

BEGIN RE-CONTOURING &

DECOMMISSIONING

48N20

MP 0.00

MP 0.20 REF END OF PROJECT

RE-CONTOUR LANDING

END RE-CONTOURING

END DECOMMISSIONING

SEIAD DECOMMISSIONING

FS ROAD 48N20.5A

PROJECT LIMIT

REF JCT 48N20.5

BEGIN CLEARING &

BRUSHING

BEGIN RE-CONTOURING &

DECOMMISSIONING

48N20.5

MP 0.00

MP 0.18 REF END OF PROJECT

RE-CONTOUR LANDING

END RE-CONTOURING

END DECOMMISSIONING

FS ROAD 48N20.5B

PROJECT LIMIT

REF JCT 48N20.5

BEGIN CLEARING &

BRUSHING

BEGIN RE-CONTOURING &

DECOMMISSIONING

48N20.5

MP 0.00

MP 0.02 REF END OF PROJECT

RE-CONTOUR LANDING

END RE-CONTOURING

END DECOMMISSIONING

SEIAD DECOMMISSIONING

FS ROAD 48N20.6

PROJECT LIMIT

REF JCT 48N20

BEGIN CLEARING &

BRUSHING

OBLITERATE ROAD 200'

BEGIN RE-CONTOURING &

DECOMMISSIONING

48N20

MP 0.00

MP 0.07 REF END OF PROJECT

RE-CONTOUR LANDING

END RE-CONTOURING

END DECOMMISSIONING

PROJECT LIMIT

REF 47N17Y

BEGIN CLEARING & BRUSHING

OBLITERATE ROAD 200' BEGIN

RE-CONTOURING &

DECOMMISSIONING

47N17Y

MP 0.00

MP 0.10 REF END OF PROJECT

END DECOMMISSIONING

REMOVE APPROXIMATELY 20 CY

OF FILL FROM STREAM CHANNEL,

RE-ESTABLISH @ GRADE

MP 0.05

FS ROAD 47N17Y.1

FS ROAD 47N17Y

47N77

MP 0.00

MP 1.65 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.55 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.75 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.80 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.86 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.90 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.96 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 2.01 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 2.05 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

PROJECT LIMIT REF 47N77

BEGIN CLEARING &

BRUSHING, BEGIN ROAD

RECONDITIONING, BEGIN

OUTSLOPING ROAD 3% - 5%,

CROWN OTHERWISE W/ 14'

ROAD WIDTH W/ CURVE

WIDENING. MAINTAIN OR

IMPROVE ALL EXISTING

ROLLING DIPS.

MP 2.31 REF END OF PROJECT

END CLEARING & BRUSHING

END OUTSLOPING

MP 2.10 REMOVE EXISTING CULVERT,

INSTALL 36"Ø X 60' CMP,

CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 2.20 REMOVE EXISTING CULVERT,

INSTALL 36"Ø X 60' CMP,

CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 2.26 CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 2.29 CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 2.17 CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 2.13 CONSTRUCT TYPE IV, CLASS M

ROLLING DIP

MP 1.78 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.57 REF JCT 47N17.1

MP 1.18 REF JCT 47N17A RT

MP 1.51 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.48 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.44 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.34 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.26 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

NOTE: ALL MILEPOSTS ARE APPROXIMATE & SHALL BE MARKED ON THE GROUND BY THE ENGINEER

FS ROAD 47N17Y OPTIONAL

PACKAGE

PROJECT LIMIT REF 47N77

FS 47N77

MP 0.00

MP 0.48 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.14 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.66 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.60 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.08 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.44 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.26 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.54 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.68 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.71 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.75 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.78 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.81 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.90 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 0.93 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.04 CONSTRUCT TYPE IV,

CLASS M ROLLING DIP

MP 1.18 REF JCT 47N17A RT

REF END OF PROJECT

NOTE: ALL MILEPOSTS ARE APPROXIMATE & SHALL BE MARKED ON THE GROUND BY THE ENGINEER

File details come from the government source that posted it. Updated Nov 14, 2017.