5. 28N30_MP1.09 Bridge Drawings.pdf

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127EAW21R0006 - West Lights Creek Bridge Installation Project
Solicitation number
127EAW21R0006
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This is a solicitation for the West Lights Creek Bridge Installation Project located on the Mount Hough Ranger District of the Plumas National Forest. The project involves removing an existing arch culvert and constructing a new precast concrete bridge over West Lights Creek. The construction project has an estimated value between $500,000 and $1,000,000 and has been set aside 100% for total small business. Offerors must submit all requests for information to the contracting officer in writing no later than April 7, 2021. An organized pre-proposal site visit will not be held, but each offeror is expected to visit the site independently. The solicitation was issued by the Department of Agriculture Forest Service Pacific Southwest Region.

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127EAW21R0006 - RFI Official Responses - 2.pdf PDF
127EAW21R0006 - A00002.pdf PDF
127EAW21R0006 - RFI Official Responses - 1.pdf PDF
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2. FP-14 Supplemental Specifications.pdf PDF
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7. Davis-Bacon Act WD # CA20210007 02262021.pdf PDF
3. Fire Plan.pdf PDF
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United States Department of Agriculture

Forest Service

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PLUMAS COUNTY, CALIFORNIA

MOUNT HOUGH RANGER DISTRICT

FR 28N30 MP 1.09 BRIDGE

INSTALLATION PROJECT

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 12/2/2020

G-02 SCHEDULE OF ITEMS 12/2/2020

C-01 EXISTING SITE PLAN 12/2/2020

C-02 SITE PLAN 12/2/2020

C-03 PLAN AND PROFILE 12/2/2020

C-04 WORK LIST 12/2/2020

C-05 WORK LIST 12/2/2020

C-06 TYPICAL ROADWAY DETAIL 12/2/2020

C-07 ROLLING DIP DETAIL 12/2/2020

C-08 ROADWAY RECONDITIONING DETAIL 12/2/2020

C-09

AGGREGATE SURFACE COURSE

DETAIL

12/2/2020

C-10 ROADWAY OBLITERATION 12/2/2020

C-11 ROADWAY OBLITERATION 12/2/2020

C-12 CONSTRUCTION SIGN PLAN 12/2/2020

15-22

STRUCTURAL DETAILS-WEST BRANCH

LIGHTS CREEK BRIDGE SITE

9/14/2020

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER

FOREST SUPERVISOR

DATE

DATE

DATE

(R5) PACIFIC SOUTHWEST REGION

PLUMAS NATIONAL FOREST

Sheet 1 of 22

MT. HOUGH RANGER DISTRICT OFFICE

39696 HIGHWAY 70,

QUINCY, CA 95971

PLUMAS COUNTY

39696 CA-70

QUINCY, CA 95971

DIRECTIONS FROM HOUGH RANGER DISTRICT OFFICE

CONTINUE TO CA-70 W/CA-89 N FOR 10 MILES. TURN RIGHT ONTO CA-89 N

FOR 8 MILES. TURN RIGHT ONTO STAMPFLI LN AND CONTINUE FOR 3.0

MILES. TURN RIGHT ONTO NORTH VALLEY RD FOR1.6 MILES. TURN LEFT

ONTO DIAMOND MOUNTAIN RD AND CONTINUE FOR 5.0 MILES; ROAD

TURNS TO AGGREGATE SURFACING. CONTINUE ON DIAMOND MOUNTAIN

RD FOR 7.6 MILES. TURN LEFT ONTO FSR 28N30 AND DRIVE FOR 1.09

MILES UNTIL REACHING PROJECT. WEST LIGHTS CREEK NEW BRIDGE

LOCATION:

LATITUDE: 40°15'07.64"N, LONGITUDE: 120°45'43.90"W

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VICINITY MAP

BRIDGE INSTALL LOCATION

4000 FEET

* DENOTES CONTRACT QUANTITIES PER FSSS SECTION 109.02(b)

PROJECT DESCRIPTON:

THE PROJECT CONSISTS OF REMOVING AND DISPOSING OF AN EXISTING ARCH

CULVERT, AND CONSTRUCTING A PRE-STRESSED, PRECAST CONCRETE BRIDGE. THE

PROJECT ALSO INCLUDES CLEARING AND GRUBBING, EXCAVATION AND EMBANKMENT

CONSTRUCTION, PLACEMENT OF RIPRAP, CONSTRUCTION OF CONCRETE ABUTMENTS,

FURNISHING AND INSTALLING RAILING, FURNISHING AND INSTALLING NEW SIGNS, AND

CONSTRUCTION OF ASPHALT-PAVED BRIDGE APPROACHES.

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

VICINITY MAP, PROJECT

DESCRIPTION, DESIGN

PARAMETERS, & ESTIMATE

OF QUANTITIES

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 2 of 22

(R5) PACIFIC

SOUTHWEST REGION

G-02

ARCHIVE_NUMBER

ESTIMATE OF QUANTITIES

ITEM No. DESCRIPTION PAY UNIT EST. QTY. NOTES

15101 MOBILIZATION LUMP SUM 1 INCLUDES EQUIPMENT, EQUIPMENT

CLEANING, AND FIRE PROTECTION.

15201 CONSTRUCTION SURVEY AND STAKING, METHOD I, TOLERANCE A LUMP SUM 1 STAKEOUT POINTS PROVIDED IN THE

DRAWINGS.

15713 SOIL EROSION AND POLLUTION CONTROL LUMP SUM 1

20101 CLEARING AND GRUBBING LUMP SUM 1

PLACE SLASH, LIMBS, BRUSH, AND

ROCKS TO RANDOMLY CATCH

SEDIMENT MOVEMENT PER FSSS

SECTION 201 AND SCATTER SLASH PER

FSSS 203.05 (f).

20305 REMOVAL OF EXISTING CULVERT, INCLUDING CONCRETE FOUNDATIONS;

DISPOSAL AT COMMERCIAL LANDFILL EACH 1

WORK SHALL BE IN ACCORDANCE TO

FSSS 203.01, WITH ALL MATERIALS

BEING LEGALLY DISPOSE OFF FOREST

SERVICE LANDS. WORK INCLUDES

REQUIRED EXCAVATION TO REMOVE

CULVERT AND IT'S FOOTINGS, AS

SHOWN ON THE DRAWINGS.

20401 ROADWAY EXCAVATION, COMPACTION METHOD 2 FINISHING METHOD A CUBIC YARDS 135

ROAD SUBGRADE PREPARATION FOR

BRIDGE APPROACHES, INCLUDING

SHOULDERS FOR NEW GUARDRAIL.

EXCAVATION (66 CY), EMBANKMENT (69

CY), MEASURED IN-PLACE VOLUME.

20429 WASTE MATERIAL DISPOSAL LUMP SUM 1

REMOVE EXCESS MATERIAL EXCAVATED

AND NOT UTILIZED FOR THIS PROJECT

TO LOCATION WITHIN PROJECT AREA,

WHERE DESIGNATE BY THE CO.

20801 STRUCTURAL EXCAVATION *CUBIC YARDS 1,096 INCLUDES FOUNDATION (346 CY) AND

DRAINAGE (720 CY) EXCAVATION.

20803 STRUCTURAL BACKFILL *CUBIC YARDS 232

21101 ROADWAY OBLITERATION, METHOD 2 LINEAR FEET 100 OBLITERATION ROAD INTERSECTION

FOR 100 FEET

25101 RIPRAP, CLASS 5, COMMERCIAL SOURCE, PLACED *CUBIC YARDS 318

30105 AGGREGATE BASE, GRADATION D *CUBIC YARDS 25

30207 AGGREGATE SURFACE COURSE, COMPACTION METHOD 2 *CUBIC YARDS 35

30301 ROAD RECONDITIONING BLADING, DITCH CLEANING AND CULVERT

CLEANING. MILES 1.78 ***OPTION PAY ITEM***

40311 ASPHALT CONCRETE, CALTRANS TYPE A TON 36

55201 STRUCTURAL CONCRETE, CLASS A (AE) *CUBIC YARDS 61 PRE-CAST AT A CERTIFIED

MANUFACTURING PLANT.

55301 PRECAST PRESTRESSED CONCRETE STRUCTURAL MEMBERS

1'-9" X 4'-0" X 46'-0" LINEAR FEET 4

55401 REINFORCING STEEL *POUNDS 6,071

55601 STEEL BRIDGE RAILING (2 LAYERS TYPE II, CLASS A) LINEAR FEET 87

56401 ELASTOMERIC BEARING DEVICE EACH 16

60505 GEOCOMPOSITE SHEET DRAIN SYSTEM *SQUARE

YARDS 62

61701 BRIDGE APPROACH RAIL SYSTEM G4, TYPE II, CLASS B LINEAR FEET 100

61702 TERMINAL SECTION TYPE G4-CRT WITH CONCRETE ANCHOR EACH 4

61706 CONNECTION TO BRIDGE RAIL STRUCTURE EACH 4

63307 OBJECT MARKER, TYPE 3 EACH 4

63501 TEMPORARY TRAFFIC CONTROL LUMP SUM 1 INCLUDES TRAFFIC CONTROL PLAN,

BARRICADES, AND SIGNS

TO INCLUDED DEWATERING AND SILT

FENCE

30207 AGGREGATE SURFACE COURSE, COMPACTION METHOD 2 *CUBIC YARDS 65 ***OPTION PAY ITEM***

REFER TO CALTRANS SPECIFICATIONS

(2018) CHAPTER 39.

25116 GEOTEXTILE, TYPE IV-C *SQUARE

YARDS 455

PLACED BEHIND RIPRAP, AS SHOWN ON

THE DRAWINGS. REFER TO FP-14

SECTION 207 AND 714.

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1. IN THE EVENT THAT PREVIOUSLY UNDISCOVERED CULTURAL RESOURCES ARE

ENCOUNTERED DURING THE COURSE OF THE PROJECT, ALL

GROUND-DISTRUBING ACTIVITIES WILL BE HALTED UNTIL EVALUATED BY A

GOVERNMENT ARCHAEOLOGIST. IF NECESSARY, THE PROJECT MAY BE

MODIFIED IN ORDER TO PROTECT RESOURCES BEFORE WORK CONTINUES.

2. ROAD ALIGNMENT AND STREAM RE-ALIGNMENT GEOMETRY, COORDINATES

AND ELEVATION ARE PROVIDED IN THE PLANSET.

3. NOTIFY THE CONTRACTING OFFICER OF ANY MISSING CONTROL POINTS PRIOR

TO STAKING FOR THE AFFECTED WORK. THE CONTRACTOR SHALL PROVIDE

ANY ADDITIONAL CONTROL POINTS NEEDED TO COMPLETE THE REQUIRED

WORK.

4. PLACE EXCESS EXCAVATION AND UNSUITABLE EXCAVATION AT AN AREA

ONSITE, DESIGNATED BY THE CONTRACTING OFFICER.

SHEET NOTES:

LEGEND:

EXISTING STREAM CHANNEL

CONTROL POINT

MAJOR CONTOURS, 5-FT INTERVALS

MINOR CONTOURS, 1-FT INTERVALS

(ASSUMED)

0 15 30 60

SCALE (FEET)

EXISTING OPEN-BOTTOM

ARCH CULVERT SET ON

CONCRETE SILLS

FR 28N30

U

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SURVEY CONTROL TABLE

STATION

POINT

NO.

NORTHING EASTING ELEVATION

BM 1 101 5095.497 9953.249 110.85

BM 2 102 5087.992 9969.740 110.03

CP 1 1 4890.470 9874.892 101.48

CP 2 2 5069.977 9959.541 104.83

CP 3 3 5029.782 9869.598 99.85

NOTE: POINTS SHOWN IN TABLE ABOVE

ARE IN USE SURVEY FEET, BASED ON A

LOCAL COORDINATE SYSTEM

CP 1

CP 3

CP 2

BM 2

BM 1

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

EXISTING SITE

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 3 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-01

ARCHIVE_NUMBER

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NEW GUARDRAILS

(TYP.)

PT (R = 300')

ROAD STA 9+08.23

PC (R = 150')

ROAD STA 11+22.62

UNNAMED

SPUR ROAD

UNNAMED

SPUR ROAD

OBJECT MARKER

OM-3R

SILT FENCE (TYP.)

℄ CREEK

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OBJECT MARKER

OM-3L

OBJECT MARKER

OM-3L

OBJECT MARKER

OM-3R

SIGN SYSTEM (INCLUDING POSTS)

OM-3L - STA 10+00

OM-3R - STA 10+00

OM-3L - STA 10+46

OM-3R - STA 10+46

HORIZONTAL ROADWAY

ALIGNMENT LOCATION

STATION OFFSET

START PROJECT 9+00 - - -

PC (R = 300') 9+08.23 - - -

CONTROL POINT #1 9+25 65.24' R

CONTROL POINT #3 9+29 123.70' L

PI (R = 300') 9+50 4.65' R

PT (R = 300') 10+00 - - -

BEGIN BRIDGE 10+00 - - -

ROADWAY ℄ - CHANNEL ℄ 10+23 - - -

END BRIDGE 10+46 - - -

CONTROL POINT #2 10+50 136.49' L

PC (R = 150') 10+46 - - -

END PROJECT 11+23 - - -

PI (R = 150') 11+00 2.82' L

PT (R = 150') 11+22.62 - - -

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

1/1 9/2

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

SITE PLAN

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 4 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-02

BEGIN PROJECT

ROAD STA 9+00

EDGE OF ASPHALT

ROAD STA 9+75

BEGIN BRIDGE

ROAD STA 10+00

END BRIDGE

ROAD STA 10+46

EDGE OF ASPHALT

ROAD STA 10+71

END AGGREGATE &

PROJECT

ROAD STA 11+34.41

ARCHIVE_NUMBER

ROADWAY OBLITERATION 100 FEET

BEGIN AGGREGATE

ROAD STA 9+41.48

SILT FENCE (TYP.)

SILT FENCE (TYP.)

SILT FENCE (TYP.)

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STATION (FEET)

RD 1 PROFILE

SCALE 1" = 30'

9+50 10+00 10+50 11+00 11+50

-3.3%

.7

0.0% 0.0% 0.0%

S T

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NEW PROFILE

AT C BRIDGE

L

RIPRAP ROCK

SLOPE PROTECTION

ABUT. 2

ELEV. 82.8

Q 100 EL. 95.1

0.0% GRADE

REMOVE EXISTING

CULVERT AND

FOOTINGS

OBJECT MARKER

LOCATION, (TYP.)

PUT WEEPHOLES

HERE AT EL. 88.0

ABUT. 1

ELEV. 80.8

SET ABUTMENTS

ON BEDROCK (TYP)

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C ROAD BRIDGE

ROAD 28N30

L

FR 28N30 CENTERLINE POINTS

POINT # NORTHING EASTING ELEVATION DESCRIPTION

4957.20 9885.01 100.00 STA 9+41.48

4962.66 9918.12 99.00 STA 9+75

4969.48 9942.12 99.00 STA 10+00

4986.20 9984.97 99.00 STA 10+46

4993.34 10010.32 98.99 STA 10+71

4991.99 10071.99 105.00 STA 11+34.41

DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

PLAN AND PROFILE

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 5 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-03

SCALE 1"=20'

STAKE OUT POINTS

SCALE 1"=20'

ARCHIVE_NUMBER

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DRAWN

DESIGNER

CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

/17

/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

WORK LIST

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 6 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-04

ROAD#: 28N30

STA# M.P. ITEM# ITEM DESCRIPTION WORK DESCRIPTION

0+00 0.00 30301 BEGIN ROAD RECONDITIONING BLADING, DITCH CLEANING AND

CULVERT CLEANING.

INTERSECTION WITH PC 213. 'ROAD MAINTENANCE, INCLUDING CLEANING ALL CULVERTS

AND DITCHES IN ACCORDANCE WITH FP-14 SECTION 303

2+95 0.06 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 77' LONG, 13° SLOPE, 0° SKEW.

6+08 0.12 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 60' LONG, 19° SLOPE, 0° SKEW.

11+71 0.22 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 61' LONG, 15° SLOPE, 0° SKEW.

12+05 0.23 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

12+05 0.23 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, LEFT.

12+98 0.25 30301 ROAD RECONDITIONING MAINTENANCE BLADING END TURN OUT, LEFT.

14+22 0.27 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

15+28 0.29 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, LEFT.

16+49 0.31 30301 ROAD RECONDITIONING MAINTENANCE BLADING END TURN OUT, LEFT.

17+32 0.33 30301 CLEANING CULVERTS IN PLACE 24" DIA GALV STEEL CMP, 84' LONG, 9° SLOPE, 0° SKEW.

17+45 0.33 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, LEFT.

17+95 0.34 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

18+67 0.35 30301 ROAD RECONDITIONING MAINTENANCE BLADING END TURN OUT, LEFT.

22+31 0.42 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 56' LONG, 20° SLOPE, 45° SKEW.

22+60 0.43 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

23+80 0.45 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, LEFT.

24+76 0.47 30301 ROAD RECONDITIONING MAINTENANCE BLADING END TURN OUT, LEFT.

27+38 0.52 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

27+42 0.52 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 60' LONG, 16° SLOPE, 0° SKEW.

27+68 0.52 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, LEFT.

27+90 0.53 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

28+90 0.55 30301 ROAD RECONDITIONING MAINTENANCE BLADING END TURN OUT, LEFT.

30+03 0.57 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 73' LONG, 16° SLOPE, 0° SKEW.

30+50 0.58 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

32+70 0.62 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 54' LONG, 17° SLOPE, 0° SKEW.

33+20 0.63 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

37+48 0.71 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

41+60 0.79 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

43+05 0.82 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 60' LONG, 16° SLOPE, 0° SKEW. I

46+05 0.87 30301 ROAD RECONDITIONING MAINTENANCE BLADING J-HOLE, RIGHT. NO WORK.

46+48 0.88 30301 CLEANING CULVERTS IN PLACE 120" DIA GALV STEEL CMP, 94' LONG, 3° SLOPE, 0° SKEW. INLET & OUTLET CLEAR. NO

WORK.

46+48 0.88 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN CURVE WIDENING, LEFT.

48+13 0.91 30301 ROAD RECONDITIONING MAINTENANCE BLADING END CURVE WIDENING, LEFT.

49+88 0.94 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

52+56 1.00 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

57+00 1.07 ROAD RECONDITIONING, SCARIFY 6" DEPTH, COMPACTION

METHOD 2. ROAD RECONDITION TO SHAPE INTO ASPHALT BRIDGE APROCH

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CHECKED

DATE

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DWG SHEET NO.

United States Department of Agriculture Forest Service

/17

/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

WORK LIST

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 7 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-05

ROAD#: 28N30

STA# M.P. ITEM# ITEM DESCRIPTION WORK DESCRIPTION

57+50 1.08 40311 STATE OF CALIFORNIA ASPHALT CONCRETE PAVEMENT, TYPE A BEGIN 25' ASPHALT APPROCH TO NEW BRIDGE

57+28 1.085 21101 ROADWAY OBLITERATION 50 FEET INTERSECTION WITH TRAIL, RIGHT.

57+75 1.09 20302 REMOVE EXIST. CULVERT, INSTALL NEW BRIDGE REMOVE 174" DIA, BOTTOMLESS ARCH, GALV STEEL, CMP. 60' LONG, INSTALL NEW BRIDGE

57+98 1.098 40311 STATE OF CALIFORNIA ASPHALT CONCRETE PAVEMENT, TYPE A BEGIN 25' ASPHALT APPROCH TO NEW BRIDGE

58+23 1.10 ROAD RECONDITIONING, SCARIFY 6" DEPTH, COMPACTION

METHOD 2. ROAD RECONDITION TO SHAPE INTO ASPHALT BRIDGE APROCH

58+64 1.11 NA NA INTERSECTION WITH TRAIL, LEFT. NO WORK.

58+73 1.112 ROAD RECONDITIONING, SCARIFY 6" DEPTH, COMPACTION

METHOD 2. END ROAD RECONDITION TO SHAPE INTO ASPHALT BRIDGE APROCH

58+73 1.112 30301 BEGIN ROAD RECONDITIONING BLADING, DITCH CLEANING AND

CULVERT CLEANING.

ROAD MAINTENANCE, INCLUDING CLEANING ALL CULVERTS AND DITCHES IN ACCORDANCE

WITH FP-14 SECTION 303

62+16 1.18 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 40' LONG, 11° SLOPE, 20° SKEW.

63+11 1.20 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

66+55 1.26 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 28' LONG, 7° SLOPE, 0° SKEW.

66+88 1.27 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

66+88 1.27 30301 ROAD RECONDITIONING MAINTENANCE BLADING 10' LONG ARMORED ROCK APRON AT EXISTING ROLLING DIP

69+97 1.33 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

69+97 1.33 30301 ROAD RECONDITIONING MAINTENANCE BLADING 10' LONG ARMORED ROCK APRON AT EXISTING ROLLING DIP

75+07 1.42 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

77+68 1.47 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

83+49 1.58 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

85+34 1.62 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 49' LONG, 12° SLOPE, 0° SKEW.

85+65 1.62 30301 ROAD RECONDITIONING MAINTENANCE BLADING BEGIN TURN OUT, RIGHT.

86+65 1.64 30301 ROAD RECONDITIONING MAINTENANCE BLADING End Turn Out, Right.

88+00 1.67 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

90+82 1.72 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 40' LONG, 5° SLOPE, 10° SKEW.

90+82 1.72 30301 ROADSIDE DITCH ARMORING ARMORED DITCH, LEFT. LENGTH 277 FEET NO WORK IN DITCH

91+14 1.73 30301 ROAD RECONDITIONING MAINTENANCE BLADING ROLLING DIP.

93+59 1.77 30301 ROAD RECONDITIONING MAINTENANCE BLADING END ARMORED DITCH, LEFT

93+59 1.77 30301 CLEANING CULVERTS IN PLACE 18" DIA GALV STEEL CMP, 45' LONG, 1° SLOPE, 0° SKEW.

94+50 1.79 30301 ROAD RECONDITIONING MAINTENANCE BLADING, 50 C.Y

AGGREGATE BEGIN 14' WIDE AGGREGATE SURFACE

94+97 1.80 30301 ROAD RECONDITIONING MAINTENANCE BLADING, 50 C.Y

AGGREGATE END 14' WIDE AGGREGATE SURFACE, INTERSECT WITH ROAD 28N48, LEFT.

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CHECKED

DATE

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DWG SHEET NO.

United States Department of Agriculture Forest Service

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/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

TYPICAL ROADWAY

DETAILS

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 8 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-06

ARCHIVE_NUMBER

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PAVED ROADWAY SECTION NOT TO SCALE

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3" (MIN.) ASPHALT

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6" COMPACTED LAYER OF " 34" MINUS CRUSHED AGGREGATE BASE, COMPACTION METHOD D

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2% SLOPE

COMPACTED NATIVE FILL PER SECTION 204

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CLEARING LIMIT

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CLEARING LIMIT

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COMPACTED SUBGRADE PER SECTION 204

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2% SLOPE

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GUARDRAIL (TYP.)

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NEW DITCH LINE

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ASPHALT END SECTION NOT TO SCALE

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THICKENED PAVEMENT END SECTION 2' WIDE X 6" DEEP (TYP.)

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AGGREGATE NATIVE SURFACE ROAD

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AGGREGATE BASE

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SUBRGADE

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ASPHALT

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DATE

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DWG SHEET NO.

United States Department of Agriculture Forest Service

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/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

ROLLING DIP DETAIL

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 9 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-07

ARCHIVE_NUMBER

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%%UROLLING DIP

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PERSPECTIVE VIEW

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LINE

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EXISTING GRADE

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ROAD PROFILE ALONG A-B-C-D LINE OF ROLLING DIP

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OUTSLOPE 3-5%

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ROAD PROFILE ALONG C-E OF ROLLING DIP

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DOWN GRADE

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ITEMS 20420

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AutoCAD SHX Text NOTES: 1. OUTSLOPE DRAINAGE DIP 3 - 5% OUTSLOPE DRAINAGE DIP 3 - 5% 2. SKEW LINE "C-E" TO FIT LOW POINT IF LOCATED IN NATURAL DRAIN. AT SKEW LINE "C-E" TO FIT LOW POINT IF LOCATED IN NATURAL DRAIN. AT MIN. PROVIDE MIN. 15 DEGREE SKEW FOR EACH ROLLING DIP. 3. EXCAVATION BELOW THE EXISTING GRADE LINE WILL BE PLACED AS EXCAVATION BELOW THE EXISTING GRADE LINE WILL BE PLACED AS EMBANKMENT ABOVE THE EXISTING GRADE LINE ON THE DOWNSIDE OF THE DRAINAGE DIP.

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NOT TO SCALE

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(NOT TO SCALE)

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DITCH FLOWLINE

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(WHERE EXISTS)

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EXISTING DITCH (SEE WORK LIST)

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OUTSIDE EDGE

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OF SHOULDER

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FILLSLOPE

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ROADWAY FILLSLOPE

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ROADWAY CUTSLOPE

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LINE

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FINISHED GRADE

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CUTSLOPE

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INSTALL LEAD-OFF DITCH WHERE

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INDICATED ON THE WORK LISTS

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(INCIDENTAL CONSTRUCTION)

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REVERSE GRADE 3-5%

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United States Department of Agriculture Forest Service

/18

/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

ROADWAY

RECONDITIONING

DETAIL

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 10 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-08

ARCHIVE_NUMBER

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%%UITEM 30301, 30307: ROADWAY RECONDITIONING, INSLOPED ROAD PRISM TYPICAL

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%%UITEM 30301, 30307: ROADWAY RECONDITIONING, OUTSLOPED ROAD PRISM TYPICAL

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%%UNOT TO SCALE

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%%UNOT TO SCALE

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%%UITEM 30301, 30307: ROADWAY RECONDITIONING, CROWNED ROAD PRISM TYPICAL

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%%UNOT TO SCALE

AutoCAD SHX Text GENERAL NOTES: 1. ITEM 30307 ROADWAY RECONDITIONING: PERFORM ROADWAY ITEM 30307 ROADWAY RECONDITIONING: PERFORM ROADWAY RECONDITIONING WORK IN ACCORDANCE TO SECTION 303.05. MAINTAIN EXISTING ROADWAY WIDTH (INCLUDING SHOULDERS, TURNOUTS, AND CURVE WIDENING). 2. ITEM 30301: WHERE AGGREGATE SURFACING IS PRESENT OVER EXISTING ITEM 30301: WHERE AGGREGATE SURFACING IS PRESENT OVER EXISTING ROAD SUBGRADE, THE AGGREGATES SHALL BE BLADED OFF AND WINDROWED FOR RE-USE. SCARIFY AND BLADE 6 INCHES DEEP, TO REMOVE ROCKS AND COBBLES BELOW THE SUBGRADE. THEN RE-SPREAD WINDROWED AGGREGATES OVER ROADWAY. 3. DO NOT BERM MATERIAL ALONG THE EDGES OF THE ROADWAY. DO NOT BERM MATERIAL ALONG THE EDGES OF THE ROADWAY. CONTRACTOR SHALL STRIKE THE EDGES WITH GRADER TO REMOVE ALL MATERIAL AND RE-UTILIZED MATERIAL OVER ROADWAY SUBGRADE. 4. COMPACT SUBGRADE IN ACCORDANCE TO METHOD 2, AS DESCRIBED IN COMPACT SUBGRADE IN ACCORDANCE TO METHOD 2, AS DESCRIBED IN SECTION 204. REFER TO THE FP-14 AND SUPPLEMENTAL SPECIFICATIONS. 5. WHERE AGGREGATES HAVE BEEN WINDROWED, RE-SPREAD MATERIAL WHERE AGGREGATES HAVE BEEN WINDROWED, RE-SPREAD MATERIAL OVER PREPARED SUBGRADE AND COMPACT IN ACCORDANCE TO METHOD 2, AS DESCRIBED IN SECTION 204. REFER TO THE FP-14 AND SUPPLEMENTAL SPECIFICATIONS.

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EXISTING TURNOUT

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EXISTING TURNOUT.

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EXISTING

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CONSTRUCTED

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TRAVEL WAY

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2:1 (TYP.)

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MIN. 12"

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RECONDITIONED SUBGRADE

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RECONDITION SUBGRADE

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(VARIES)

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(VARIES)

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(VARIES)

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3-5%%% SLOPE

AutoCAD SHX Text %%UITEM 30301, 30307: ROADWAY RECONDITIONING, TRANSITION INSLOPED ROADWAY TO OUTSLOPE

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%%UNOT TO SCALE

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EXISTING

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TRAVEL WAY

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CONSTRUCTED

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WHERE INDICATED ON WORK LISTS, FILL

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ROADWAY DITCH WITH SUITABLE NATIVE

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RECONDITIONED SUBGRADE

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GROUND

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(VARIES)

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3-5%%% SLOPE

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MATERIAL AND EXTEND INSIDE EDGE

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MIN. 12"

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MIN. 12"

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OUTSLOPE TURNOUT

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CHECKED

DATE

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DWG SHEET NO.

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

AGGREGATE SURFACE

COURSE DETAIL

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 11 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-09

ARCHIVE_NUMBER

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ROADWAY

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%%UITEM 30207: AGGREGATE RESURFACING OVER INSLOPED ROAD PRISM TYPICAL

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EXISTING

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EXISTING

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ITEM 30207: 4" AGGREGATE SURFACING

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%%UITEM 30207: AGGREGATE RESURFACING OVER OUTSLOPED ROAD PRISM TYPICAL

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SUBGRADE

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(SEE WORK LIST)

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WHERE SPECIFIED IN WORK LIST

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ROADWAY

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ITEM 30207: 4" AGGREGATE SURFACING

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TURNOUT. NO NEW SURFACING

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AutoCAD SHX Text GENERAL NOTES: 1. GOVERNMENT FURNISHED AGGREGATES SHALL BE PROVIDED TO GOVERNMENT FURNISHED AGGREGATES SHALL BE PROVIDED TO CONTRACTOR FOR USE ON THIS PROJECT. IF COMMERCIAL SOURCE IS UTILIZED, USE GRADATION F FOR AGGREGATE SURFACE COURSE (SEE TABLE 703-3, FSSS 703). 2. ITEM 30207: MAINTAIN EXISTING ROAD PRISM GEOMETRY (I.E. ITEM 30207: MAINTAIN EXISTING ROAD PRISM GEOMETRY (I.E. CROSS SECTION). PREPARATION OF BASE (SUBGRADE) SHALL INCLUDE SCARIFICATION AND COMPACTION, AND SHALL BE CONSIDERED INCIDENTAL. PLACE AGGREGATE WHERE INDICATED ON THE WORK LISTS. 3. EXISTING ROADWAY AGGREGATE RE-SURFACING WIDTH TYPICALLY EXISTING ROADWAY AGGREGATE RE-SURFACING WIDTH TYPICALLY 14' WIDE, UNLESS OTHERWISE INDICATED IN THE WORK LIST.

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SUBGRADE

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 12 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-10

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ROADWAY OBLITERATION

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CHECKED

DATE

PROJECT NO.

DWG SHEET NO.

United States Department of Agriculture Forest Service

/18

/20

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

ROADWAY OBLITERATION

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 13 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-11

ARCHIVE_NUMBER

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CHECKED

DATE

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DWG SHEET NO.

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FR 28N30 MP 1.09

BRIDGE INSTALLATION

PROJECT

PLUMAS NATIONAL

FOREST

MOUNT HOUGH RANGER

DISTRICT

CONSTRUCTION SIGN

PLAN

12/02/2020

C. WADE

C. WADE

M. Alaniz

ARCHIVE NO.

DRAWING TITLE

Sheet 14 of 22

(R5) PACIFIC

SOUTHWEST REGION

C-12

ARCHIVE_NUMBER

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DRAWINGS NOT TO SCALE

AutoCAD SHX Text NOTES: 1. ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE ALL TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED, LOCATED, INSTALLED, AND MAINTAINED ACCORDING TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) LATEST EDITION. 2. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. ADDITIONAL SIGNS MAY BE REQUIRED, AS DIRECTED BY THE CONTRACTING OFFICER. 3. ALL SIGNS ARE TEMPORARY ALL SIGNS ARE TEMPORARY THE FOLLOWING NOTES ARE REFERENCED FROM THE MUTCD: : 4. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL SPECIFICATIONS. 5. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. ALL WARNING SIGNS SHALL BE BLACK ON ORANGE. 6. REFER TO FP-03 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING, USE ASTM D 4956 TYPE I, "ENGINEERING REFER TO FP-03 PARAGRAPH 718.01 FOR RETROREFLECTIVE SHEETING, USE ASTM D 4956 TYPE I, "ENGINEERING GRADE". FOR POSTED SPEEDS GREATER THAN 35 MPH USE TYPE VII "SUPER-HIGH-INTENSITY, PRISMATIC SHEETING". 7. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. SIGN SUBSTRATE MAY BE WOOD, METAL, POLYPLATE, FABRIC OR OTHER APPROVED MATERIAL. 8. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF APPROACHING TRAFFIC. 9. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2-3/8" CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN. 10. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. SIGNS WARNING OF CONSTRUCTION SHALL BE PLACED ON ALL MAJOR INTERSECTIONS ACCESSING THE WORK AREA. 11. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE CONTRACTING OFFICER. SIGNS OTHER THAN THOSE PICTURED MAY BE USED PROVIDED THEY ARE IN CONFORMANCE WITH MUTCD STANDARDS AND APPROVED IN WRITING BY THE CONTRACTING OFFICER. 12. IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND IF REQUIRED BY THE CONTRACTING OFFICER, LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS AND ELECTRIC LIGHTS SHALL BE PLACED AND MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION. 13. TYPE III BARRICADES SHALL BE PLACED ON EITHER SIDE OF UNCOMPLETED CONSTRUCTION SITES WHEN NO CONSTRUCTION ACTIVITIES ARE IN PROGRESS AS APPROVED BY THE CONTRACTING OFFICE. 14. WHERE VEHICLES ARE REQUIRED TO TURN, THE STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN THE DIRECTION TOWARD WHICH VEHICLES MUST TURN. 15. WHERE VEHICLES ARE REQUIRED TO TURNAROUND, POSITION BARRICADES SO THAT STRIPES ON BARRICADES SHALL POSITION BARRICADES SO THAT STRIPES ON BARRICADES SHALL SLOPE DOWNWARD IN BOTH DIRECTIONS FROM THE CENTER OF THE BARRICADES.

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ROAD CLOSED

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DETOUR

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%%UW3-4

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AutoCAD SHX Text 36" x 36" MIN.

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RIGHT OR LEFT

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TYPE II BARRICADE

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TYPE III BARRICADE

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TYPE I BARRICADE

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CLOSED

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NOTE: STRIPES ARE 6" WIDE, ALTERNATING ORANGE AND WHITE

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SUPPORT VARIES

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SUPPORT VARIES

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POSTS OR SKIDS

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%%UTYPICAL INSTALLATIONS

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BE PREPARED TO STOP

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END ROAD WORK

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SLOW TRAFFIC AHEAD

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MINIMUM CONSTRUCTION SIGN SCHEDULE

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SIGN

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TEXT

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PERIOD OF USE

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TRUCK CROSSING

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TEMPORARY ROAD CLOSURES AND TRAFFIC DELAYS

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HEAVY TRUCK TRAFFIC

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AGGREGATE HAUL/PLACEMENT OR WATER HAUL

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TRUCKS HAULING

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DETOUR AHEAD

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DETOUR 500 FT

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FRESH OIL

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LOOSE GRAVEL

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TRUCK CROSSING

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ONE LANE BRIDGE

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ROUGH ROAD

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LW21-15 36" X 36" MIN.

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HEAVY TRUCK TRAFFIC

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* AT LOCATIONS APPROVED BY THE CONTRACTING OFFICER. PROVIDE LOCATIONS IN TRAFFIC CONTROL PLAN SUBMITTAL FOR APPROVAL.

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EARTHEN BARRIIERG34 FOR OUTSLOFE ROAD USE MOUNO O y IF RoAli TO REMAIN HAS A ElliTCll KEEP DITCH FU CTIOOAL lfOTE 15 30 VARIES:
DATE 12022020:
ARCHIVE NO ARCHIVENUMBER:
DRAWN CWADE:
PROJECT NO:
undefined:
DRAWING TITLE ROADWAY OBLITERATION:
DATE 12022020_2:
ARCHIVE NO ARCHIVENUMBER_2:
DESIGNER CWADE:
DRAWN CWADE_2:
DWG SHEET NO C11:
CHECKED M Alaniz:
PROJECT NO_2:
2021-01-25T09:19:11-0800
FRANCISCO RICO

File details come from the government source that posted it. Updated .