2. Minarets Road Repairs Drawings.pdf

PDF 1 MB Posted Apr 2, 2020

Attached to: 129JGP20R0020 - Minarets Road Repairs
Solicitation number: 129JGP20R0020
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes construction drawings and specifications for road repairs on Minarets Road in the Sierra National Forest, as well as the corresponding solicitation for the repair work. The project involves repairing 7 miles of the road through chip sealing, crack sealing, pavement markings, signage installation, and drainage structure cleaning. The estimated value is between $500,000 and $1,000,000. The solicitation is set aside for small businesses. Offerors must visit the site and submit any requests for information by April 30, 2020. Sealed bids are due to the Forest Service Pacific Southwest Region by May 14, 2020. The selected contractor will be expected to provide all necessary labor, equipment, and materials to complete the road repairs according to the drawings and specifications.

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Other files

File	Type	Posted
6. WD # CA20200018.pdf	PDF	Apr 2, 2020
129JGP20R0020 - Minarets Road Repairs.pdf	PDF	Apr 2, 2020
4. Schedule of Items.pdf	PDF	Apr 2, 2020
7. RFI Form.docx	DOCX document	Apr 2, 2020
1. Supplemental Specifications.pdf	PDF	Apr 2, 2020
5. Statement of Work.pdf	PDF	Apr 2, 2020

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PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF001

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 11/15/2019

G-02 ESTIMATED QUANTITIES 11/15/2019

G-03 MAP 11/15/2019

G-04 SIGNS - TRAFFIC CONTROL PLAN 11/15/2019

From North Fork, CA head east on Rd 225 for 4.4 miles, merge onto NFSR

4S81 Minarets road and continue for 11 mileS until reach destination. The

GPS coordinates of the beginning of the project on the south side are

37.233855, -119.364953

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

United States Department of Agriculture

Forest Service

MINARETS ROAD REPAIRS PROJECT

CALIFORNIA

MADERA COUNTY

SIERRA NATIONAL FOREST

(R05) PACIFC SOUTHWEST REGION

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

MINARETS ROAD

REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE RANGER DISTRICT

ESTIMATED

QUATITIES

01/09/2020

PABLO GONZALEZ

ANTONIO CABRERA

G-02

004002

ABBREVIATIONS

ANG. PT.

A.C.

A.B.

B.V.C.

C.L.

CL.

CONC.

C.O.

C.O.R.

C.M.P.

DBL.

D.I.

ELEV.

E.P.

E.V.C.

EXIST.

F.H.

ANGLE POINT

ASPHALT CONCRETE

AGGREGATE BASE

BEGIN VERTICAL CURVE

CURB

CROWN LINE

CLASS

CONCRETE

CONTRACTING OFFICER

REPRESENTATIVE

CORRUGATED METAL PIPE

DOUBLE

DROP INLET

ELEVATION

EDGE OF PAVEMENT

END VERTICAL CURVE

EXISTING

FIRE HYDRANT

PVT.

RT.

R.S.S.

R.&S.

R/W

S.D.

S.L.

STA.

STD.

SWK.

T.B.R.

T.S.

TYP.

VERT.

W.V.

XING

PAVEMENT

RIGHT

REINFORCED SOIL

SLOPE

REMOVE AND SALVAGE

RIGHT OF WAY

STORM DRAIN

SECTION LINE

STATION

STANDARD

SIDEWALK

TO BE REMOVED

TRAFFIC SIGN

TYPICAL

VERTICAL

WIDTH

WATER VALVE

CROSSING

ESTIMATE OF QUANTITIES

Refer to the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects / FP-14 US

Customary Units

Item No.

Description Pay Unit Quantities Remarks

15101 Mobilization Lump Sum

Includes all work needed to access sites. Cleaning of all equipment is required prior to entering National Forest Land.

Single course chip sea, type 1C

Mile 7 Follow specification to install a chip seal layer 22 feet wide for 7 miles

Asphalt pavement crack sealing and filling

Mile 7 This work consist of cleaning and filling cracks up to 2" wide per the specification 414.

Permanent pavement markings.

(Double yellow type A)

Mile 7 Contractor shall allowed the chip seal to cure before applying 2 solid 4" wide yellow lines type A with a gap between the lines of 4".

Temporary Traffic Control Lump Sum

Submit and install a temporary traffic control that meets the MUTCD requirements.

Asphalt paving patching (Potholes)

Ton 88

Location and dimensions of each pothole can be found on the road log, government will mark with paint each location.

Contractor shall follow special specification 814 section 3a to complete this item. Excess material product of the repairs can be placed in areas designated by the Government only if the maximum particles size is 2". if the material exceed the max particle size contractor shall be responsible to transport and dispose off the National Forest land all the excess material, following all local, state and federal laws. Asphalt shall be 3/4" Hot mix asphalt, Caltrans type A, grading

PG-64-10

Drainage Structure maintenance

Mile 7 This work consist of cleaning and reconditioning all the culverts up to 40" and other drainage structures.

F.L.

FT.

F.S.S.

I.D.

J.P.

L.T.

LT.

LAT.

L.P.

MH.

O.G.

O.S.D.

P.I.

P.P.

FLOW LINE

FEET

FOREST SERVICE

SPECIFICATION SUPPLEMENT

GUTTER

HEIGHT

INSIDE DIAMETER

JOIN POLE

LENGTH

LINEAL FEET

LEFT

LATERAL

LIGHT POLE

MANHOLE

ORIGINAL GROUND

OVER SIDE DRAIN

PROPERTY LINE

POWER POLE

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

MINARETS ROAD

REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE RANGER DISTRICT

MAP

01/09/2020

PABLO GONZALEZ

ANTONIO CABRERA

G-03

004003

NOTES

1. ALL WORKS SHALL MEET FP-14 STANDARD SPECIFICATIONS AND FSSS.

2. CONTRACTOR SHALL NOTIFY THE C.O. OF ANY AND ALL CONFLICTS

BETWEEN CONTRACT DRAWINGS AND THE ACTUAL SITE CONDITIONS

PRIOR TO COMMENCING ANY WORK IN QUESTION.

3. CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE

THE CONTRACT IN A SATISFACTORY MANNER PROVIDING ALL MATERIALS,

LABOR, EQUIPMENT AND INCIDENTALS NECESSARY TO COMPLETE THE

WORK UNLESS SPECIFIED OTHERWISE.

4. CONTRACTOR SHALL NOTIFY THE C.O.R. AT LEAST 8 DAYS PRIOR TO

COMMENCING WORK TO PRESERVE MONUMENTS, BENCH MARKS AND

CONTROL POINTS, WHICH MAY NOT BE DISTURBED WITHOUT THE C.O.R.

CONSENT.

5. UTILITIES ARE NOT ANTICIPATED, BUT VERIFICATION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING, PROTECTING, MAINTAINING SERVICE, AND

COORDINATING OUTAGES OF EXISTING UTILITIES THROUGHOUT THE

TERM OF THE CONTRACT.

6. HAZARDOUS SPILL CLEAN-UP KIT IS REQUIRED ON SITE AND SHALL BE

AVAILABLE DURING EQUIPMENT OPERATION.

ROAD LOG - Potholes

1. DESIGNS FOR SIGNS AND BARRICADES SHOWN ABOVE ARE IN ACCORDANCE WITH MINIMUM STANDARDS IN THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION.

2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL

SPECIFICATIONS.

3. SIGNS MAY BE MADE OF WOOD OR METAL. WOOD SIGNS-5/8" PLYWOOD MANUFACTURED WITH SPECIAL WATERPROOF GLUE.

METAL SIGNS-16 GAUGE SHEET STOCK WITH EMBOSSED OR VITRIFIED FINISH. WHEN EMBOSSED THE DETAILS OF THE DESIGN

ARE RAISED FROM THE BACKGROUND NOT LESS THAN .100" NOR MORE THAN .125".

4. REGULATORY SIGNS SHALL BE RECTANGULAR IN SHAPE WITH THE LARGER DIMENSION VERTICAL AND HAVE BLACK AND WHITE

LEGEND OR BACKGROUND. ALL REGULATORY SIGNS UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS, SHALL BE

REFLECTORIZED OR ILLUMINATED.

5. ALL SIGNS, UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS, SHALL BE DIAMOND SHAPED (SQUARE WITH ON DIAGONAL

VERTICAL) AND SHALL HAVE A HIGHWAY ORANGE BACKGROUND WITH BLACK LEGEND. ALL WARNING SIGNS HAVING

SIGNIFICANCE DURING THE HOURS OF DARK SHALL BE REFLECTORIZED OR ILLUMINATED.

6. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND SIDE OF

APPROACHING TRAFFIC. THEY SHALL BE FACING TRAFFIC AND LOCATED WHERE THEY CAN BE SEEN AT ALL TIMES BY

APPROACHING DRIVERS WITH A MINIMUM OF EFFORT.

7. 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.

8. SIGN M4-10R SHALL BE ERECTED AT THE BEGINNING OF DETOURS, ALONG DETOURS AT 1/4 MILE INTERVALS AND AT ROAD

JUNCTIONS ALONG DETOURS IN A GREATLY ENLARGED SIZE IF THIS SIGN IS PRESCRIBED FOR USE ON BARRICADES IN THE

ROADWAY WHERE A ROAD IS CLOSED FOR CONSTRUCTION OR MAJOR MAINTENANCE OPERATIONS.

9. SIGN W20-1 SHALL BE ERECTED 1500' FROM EACH END OF CONSTRUCTION OPERATIONS.

10. SIGN W21-3 AND W11-1 SHALL BE ERECTED AT EACH END OF AREAS WHERE HEAVY EQUIPMENT IS IN OPERATION AND SHALL BE

REPEATED EVERY 1/2 MILE IF THE OPERATION EXTENDS OVER ONE MILE.

11. OTHER SIGNS SHOWN ABOVE SHALL BE USED AS INDICATED BY THEIR DESIGN.

12. IF OTHER SIGNS NOT SHOWN ABOVE ARE REQUIRED THEY SHALL ALSO CONFORM IN DESIGN TO THOSE SHOWN IN THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES.

13. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.

14. 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.

GENERAL NOTES

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

PROJECT NO.

OFSHEET

PROJECT NAME

DATE

ARCHIVE NO.

DWG SHEET NO.

(R05)

PACIFIC SOUTHWEST REGION

MINARETS ROAD

REPAIRS

SIERRA NATIONAL

FOREST

BASS LAKE RANGER DISTRICT

SIGNS - TRAFFIC

CONTROL PLAN

01/09/2020

PABLO GONZALEZ

ANTONIO CABRERA

G-03

004004

AutoCAD SHX Text

5' TO 12'

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PERMANENT

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ESSENTIALLY

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PORTABLE

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MOVABLE

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ESSENTIALLY

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FLEXIBILITY

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POST OR SKIDS

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LIGHT "A" FRAME

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HEAVY "A" FRAME

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DEMOUNTABLE OR

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TYPE OF FRAME

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3 FT. MIN.

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3'MIN.-3- MAX.

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3 FT. MIN.

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HEIGHT

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6 IN.

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6 IN.

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6 IN.

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MAX.

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3' MIN.-VARIAB;E

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3' MIN.- 4' MAX.

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WIDTH OF STRIPES

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LENGTH OF RAIL

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8" MIN.-12"MAX.

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8" MIN.-12"MAX.

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8" MIN.-12"MAX.

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WIDTH OF RAIL

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III

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TYPE

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3' MINIMUM

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SEE TABLE

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D LETTERING

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6" SERIES

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AutoCAD SHX Text M5-7

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D LETTERING

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8" SERIES

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SEE TABLE

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FOR DIMENSIONS

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NOTE:

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VARIES

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SUPPORT

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TYPE OF

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TYPE III BARRICADE

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TYPE I BARRICADE

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TYPE II BARRICADE

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8" SERIES D LETTERING

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AutoCAD SHX Text W8-1

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5" SERIES D LETTERING

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5" SERIES D LETTERING

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7" SERIES C LETTERING

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RIGHT OR LEFT

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BLACK ARROW

AutoCAD SHX Text 48"X24"

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3" SERIES D LETTERING

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RIGHT OR LEFT

AutoCAD SHX Text 24"X9"

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5" SERIES B LETTERING

AutoCAD SHX Text 24"X12"

AutoCAD SHX Text W21-2

AutoCAD SHX Text W11-1

AutoCAD SHX Text W21-1

AutoCAD SHX Text W8-7

AutoCAD SHX Text W8-6

AutoCAD SHX Text W5-2

AutoCAD SHX Text W3-1

AutoCAD SHX Text W21-3

AutoCAD SHX Text W20-2c

AutoCAD SHX Text W20-2d

AutoCAD SHX Text W20-1

AutoCAD SHX Text W1-6

AutoCAD SHX Text M4-10R

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3' MINIMUM

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3' TO 3

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5' TO 12'

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OIL

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FRESH

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CROSSING

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TRUCK

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WORKING

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MEN

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GRAVEL

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LOOSE

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ROAD

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ROUGH

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AHEAD

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CONSTRUCTION

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ROAD

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BRIDGE

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LANE

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ONE

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AHEAD

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STOP

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AHEAD

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MACHINERY

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ROAD

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500 FT

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DETOUR

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AHEAD

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DETOUR

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DETOUR

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DETOUR

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BUMP

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AHEAD

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DETOUR

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DETOUR

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CLOSED

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ROAD

Sheets and Views

Minarets road repairs-001 Cover

Minarets road repairs-002 Est Qty

Minarets road repairs-003 Map

Minarets road repairs-004 Signs - Traffic Control Plan

File details come from the government source that posted it. Updated Apr 2, 2020.