ATTACHMENT 2 - Plans - HINER SPRING QUARRY DEV.pdf

PDF 3 MB Posted Mar 25, 2025

Attached to: Hiner Spring Quarry Development, White River National Forest, Blanco Ranger District, Rio Blanco County, Colorado
Solicitation number: 1148809
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Mar 25, 2025

These are the plan documents for the Hiner Spring Quarry Development project, located in the White River National Forest, Blanco Ranger District, Rio Blanco County, Colorado. The five-sheet plan set details the quarry development, including a project location map, site details, grading profile, sections, and drain dip typical sections. The project involves developing a quarry within an existing disturbed area to produce approximately 24,000 cubic yards of surface course gradation aggregate using crushing and screening methods. Controlled blasting may be required for production and oversize material. The project is estimated to cost between $250,000 and $500,000, will be a total small business set-aside, and is scheduled for performance from June 16, 2025, through October 15, 2025.

The plans provide technical specifications for quarry development, including grading requirements, stockpile details, and drainage considerations. The quarry is located off Forest Road 601.1, with GPS coordinates of 39.8374358, -107.5649245. The material source contains basalt and other igneous rock, with a planned grading design calculating an in-place volume of approximately 25,000 cubic yards. The contractor will be required to shape the quarry to drain to the west, with no areas left to impound water, and must follow specific guidelines for excavation, blasting, and site restoration.

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ATTACHMENT 4 - Fire Plan - 2025HinerSpringQuarryDev.pdf	PDF	Mar 25, 2025
ATTACHMENT 1 - Statement of Work - 2025HinerSpringQuarryDevContract.pdf	PDF	Mar 25, 2025
ATTACHMENT 3 - Full Specs - 2025HinerSpringQuarryDev.pdf	PDF	Mar 25, 2025
ATTACHMENT 5 - QuarryPhotos - 20241010HinerSpring.pdf	PDF	Mar 25, 2025

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PROJECT LOCATION MAP

FOREST LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

XXX

HINER SPRING QUARRY DEVELOPMENT

XXX

The Hiner Spring Quarry is located off Forest Road 601.1 (Blair Mountain), approximately 1.12 miles South-East from the intersection of Forest Road 245.1 (Buford - New Castle).

Latitude; 39.8374358, Longitude; -107.5649245

From New Castle, Colorado, turn North on 7th/ street and continue onto county road 245 for 29.1 miles. Turn Right onto Forest Road 601 towards Meadow Lake and continue for 1.3 miles and turn left onto the Hiner Spring Quarry access road.

3/4 /25

5 B

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COLORADO

RIO BLANCO

(R02) ROCKY MOUNTAIN REGION

WHITE RIVER NATIONAL FOREST

BLANCO RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET AND MAPS 2/26/2025

2 ESTIMATE OF QUANTITIES AND GENERAL NOTES 2/26/2025

3 QUARRY SITE, AND STOCKPILING DETAILS 2/26/2025

4 QUARRY GRADING, PROFILE, AND SECTIONS 2/26/2025

5 DRAIN DIP TYPICAL 2/26/2025

COUNTY

RIO BLANCO

TO MEEKER

PROJECT LICATION

INTERSTATE

MEEKER

NEW CASTLE GLENWOOD

SPRINGS

PROJECT

LOCATION

MAP AREA

QUARRY SITE INFORMATION

SITE NUMBER SITE NAME LATITUDE LONGITUDE

240 HINER SPRING QUARRY 39.8374358° -107.5649245°

Miles

T.2S., R.91W., 06

TO NEW CASTLE

MEADOW

LAKE

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/6 /25

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R02

ROCKY MOUNTAIN REGION

HINER SPRING

QUARRY

DEVELOPMENT

WHITE RIVER

NATIONAL FOREST

RIO BLANCO RANGER DISTRICT

GENERAL NOTES &

ESTIMATE OF

QUANTITIES

2/26/2025 -

B.CONANT

D.WOOLLEY

2 5

GENERAL NOTES:

SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14 - US

CUSTOMARY UNITS AND FOREST SERVICE SUPPLEMENTAL SPECIFICATION (FSSS) AS MODIFIED FOR

THIS CONTRACT.

INSPECTION AND ACCEPTANCE: FINAL ACCEPTANCE DEPENDS ON AGGREGATE MATERIALS AND

STOCKPILING MEETING SPECIFICATIONS, FUNCTIONALITY OF DRAINAGE UPON COMPLETION OF

OPERATIONS, AND FINAL CLEANUP.

UTILITIES: UTILITIES ARE NOT ANTICIPATED, BUT VERIFICATION IS 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.

PUBLIC TRAFFIC, ROAD CLOSURES, AND SIGNING: ROAD CLOSURES, AND TEMPORARY TRAFFIC

CONTROL AND SIGNING (FSSS 156) IS INDIRECTLY INCLUDED IN ITEM 15101. CONTROL PUBLIC TRAFFIC IN ACCORDANCE WITH FSSS 156. PRIOR TO CLOSING ROADS DURING CONSTRUCTION, GIVE

WRITTEN NOTICE TO THE CONTRACTING OFFICER AT LEAST 10 DAYS IN ADVANCE.

CONTRACTOR STAGING AREA: ALL CONTRACTOR STAGING AREAS SHALL BE APPROVED IN WRITING

BY THE CO PRIOR TO MOBILIZATION.

WATER SOURCES: PROJECT WATER SOURCES WILL BE DESIGNATED IN WRITING BY THE CO. PUMP

INTAKES USED FOR WITHDRAWING WATER FROM FISH-BEARING WATER BODIES SHALL BE

SCREENED WITH MATERIAL THAT HAS OPENINGS NO LARGER THAN 5/64-IN FOR SQUARE OPENINGS, MEASURED SIDE TO SIDE, OR 3/32-IN DIA FOR ROUND OPENINGS. THE SCREEN MUST HAVE AT LEAST ONE (1) SQUARE INCH OF FUNCTIONAL SCREEN AREA FOR EVERY GALLON PER MINUTE OF

WATER DRAWN THROUGH IT.

EXCAVATION LIMITS: LIMITS SHALL BE MARKED BY THE FOREST SERVICE PRIOR TO BEGINNING

WORK.

EXCAVATION: ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE DISPOSED OF IN NEARBY

LOCATIONS AS APPROVED BY THE CO.

DRAINAGE FEATURE STAKING: FEATURES SHALL BE STAKED BY THE FOREST SERVICE PRIOR TO

BEGINNING WORK..

GOVERNMENT FURNISHED MATERIAL: THE FOLLOWING ITEMS INCLUDE GOVERNMENT FURNISHED

MATERIAL.

· ITEM 31401 MATERIAL SOURCE - HINER SPRING QUARRY, SITE 240

PAY ITEM 15713 - SOIL EROSION & POLLUTION CONTROL INCLUDES:

· PLAN, SOIL EROSION, POLLUTION, DUST CONTROL, AND INTERIM RECLAMATION OF THE PIT, THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH FP-14 AND FSSS SECTION 157 AND

THE PLANS.

PAY ITEM 20501 - CONTROLLED BLASTING (OPTION) INCLUDES:

· ALL REQUIRED REPORTS, PLANS, TESTING, AND MONITORING IN ACCORDANCE WITH FP-14 AND

FSSS SECTION 205.

· QUALIFICATIONS FOR APPROVED PERSONNEL

· BLASTING PLAN

PAY ITEM 31401 - STOCKPILED AGGREGATE, SURFACE GRADATION (FSSS 703-3) INCLUDES:

· ESTABLISH AND PREPARE STOCKPILE SITES AT LOCATIONS APPROVED BY THE CO AND SHOWN

ON THE PLANS.

· PRODUCING AGGREGATE BY SCREENING OR CRUSHING METHODS.

· HANDLE AND STOCKPILE ACCORDING TO SECTION 314 AND THE PLANS.

· MATERIAL SAMPLING, TESTING, AND ACCEPTANCE ACCORDING TO FSSS 703.05.

· GRADING DESIGNATION - SURFACE COURSE GRADATION (FSSS 703-3)

· DEVELOPING WATER SUPPLY AND WATERING IS INDIRECTLY INCLUDED IN ITEM 31402. WATER

SOURCES ARE TO BE DESIGNATED AND APPROVED BY THE CO PRIOR TO USE.

ABBREVIATIONS:

AC = ACRE

AGG = AGGREGATE

BOP = BEGINNING OF PROJECT

CMP = CORRUGATED METAL PIPE

CO = CONTRACTING OFFICER

COR = CONTRACTING OFFICER REPRESENTATIVE

CG = CATTLE GUARD

CY = CUBIC YARD

CCY = COMPACTED CUBIC YARDS

DIA = DIAMETER

EA = EACH

EOP = END OF PROJECT

FP = FEDERAL PROJECT

FS = FOREST SERVICE

FT = FEET

GFM = GOVERNMENT FURNISHED MATERIAL

IN = INCH

INT = INTERSECTION

LD = REINFORCED LOG DIP

LF = LINEAR FEET

LOD = LEAD OUT DITCH

LS = LUMP SUM

MI = MILE

MIN = MINIMUM

NFSR = NATIONAL FOREST SERVICE ROAD

NTS = NOT TO SCALE

RD = ROLLING DIP

RP = REFERENCE POINT

RWB = REMOVE WATER BAR

SY = SQUARE YARDS

NOTES:

(1) PARTIAL QUANTITIES FROM THE BASE AND/OR OPTION ITEM(S) MAY BE ORDERED.

(2) PAY UNITS MARKED * ARE CONTRACT QUANTITIES. CONTRACT QUANTITIES ARE MEASURED IN

ACCORDANCE WITH FP-14 AND FSSS 109.02.

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/6 /25

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R02

ROCKY MOUNTAIN REGION

HINER SPRING

QUARRY

DEVELOPMENT

WHITE RIVER

NATIONAL FOREST

RIO BLANCO RANGER DISTRICT

QUARRY SITE, AND

STOCKPILING DETAILS

2/26/2025 -

B.CONANT

D.WOOLLEY

3 5

GENERAL NOTES:

1. THE MATERIAL SOURCE CONTAINS BASALT AND OTHER IGNEOUS ROCK.

2. PARTIAL QUANTITIES FROM THE BASE AND/OR OPTION ITEM(S) MAY BE ORDERED. THE

MAXIMUM QUANTITY OF STOCKPILED AGGREGATE ORDERED UNDER THIS CONTRACT IS

24,000 CUBIC YARDS.

3. THE GRADING DESIGN SHOWN ON SHEETS 3 AND 4 CALCULATES AN IN-PLACE VOLUME ≈

25,000 CUBIC YARDS.

4. GRADING AND SHAPING OF THE QUARRY SHOWN ON SHEETS 3 AND 4 IS SUBJECT TO

CHANGE BASED ON FINAL QUANTITIES ORDERED.

5. FINAL GRADING AND SHAPING OF THE QUARRY SHALL BE AGREED UPON IN WRITING.

6. THE QUARRY SHALL BE SHAPED TO DRAIN TO THE WEST, AND NO AREAS SHALL BE LEFT

TO HOLD/ IMPOUND WATER.

7. PRODUCE STOCKPILED AGGREGATE MATERIALS IN ACCORDANCE WITH FP-14 SECTION

314 AND FSSS TABLE 703-3, LIMITS FOR SURFACE COURSE GRADATION AND PLASTICITY.

THE MATERIAL SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH FSSS SECTION

703.05. SUBMIT TESTING AND SAMPLING REPORTS AFTER A REPRESENTATIVE QUANTITY

OF AGGREGATE IS PRODUCED, AND PROVIDE A TEST FOR EVERY 2500 CUBIC YARDS

STOCKPILED.

8. THE FINAL STOCKPILE SITE(S) SHALL BE APPROVED IN WRITING PRIOR TO BEGINNING

CRUSHING OPERATIONS. MATERIAL PRODUCED UNDER THIS CONTRACT SHALL NOT HAVE

CONTACT WITH EXISTING STOCKPILES.

9. THE GOVERNMENT ESTIMATES A SWELL FACTOR OF 30% (IN-PLACE TO CRUSHED), AND

LOSS FACTORS OF APPROXIMATELY 5% IN STOCKPILING AND 20% IN CRUSHING. THE

QUANTITIES SHOWN IN THE SCHEDULE OF ITEMS DO NOT INCLUDE LOSSES FOR

STOCKPILING AND CRUSHING AND ARE FINAL ACCEPTED MATERIAL QUANTITIES.

10. THE EXTENTS OF DISTURBANCE FOR THIS PROJECT ARE SHOWN ON THIS PAGE (SHEET 3)

AND WILL BE MARKED ON THE GROUND BY THE FOREST SERVICE. THE CONTRACTOR MAY

ONLY EXCAVATE WITHIN THIS BOUNDARY, AND SHALL SLOPE ALL EXCAVATED FACES TO

1V:1.5H, SEE NOTE 11 FOR BLASTING REQUIREMENTS.

11. BLASTING MAY BE NECESSARY FOR THIS WORK, AND THE FOLLOWING REQUIREMENTS

SHALL BE MET IF BLASTING IS ORDERED:

11.1. FP-14 SECTION 205 AND FSSS 205 APPLY TO THIS WORK.

11.2. EXACT BLASTING SITE LOCATION AND DIMENSIONS SHALL BE DETERMINED BY THE

CO AND THE CONTRACTOR ON SITE.

11.3. ALL BLASTED SLOPES SHALL BE LEFT IN A STABLE CONDITION.

11.4. REMOVE ANY OVERBURDEN SOIL AND LOOSE ROCK ALONG THE TOPE OF THE BLAST

AREA FOR 30 FEET BEYOND THE HOLE DRILLING LIMITS.

11.5. SEE TYPICAL BENCH DETAILS ON SHEET 4, THIS APPLIES TO SOLID ROCK FACES

ONLY.

12. THE QUARRY WILL BE DEVELOPED WITHIN THE EXISTING DISTURBANCE, THE FOREST

SERVICE WILL MARK THESE LIMITS ON THE GROUND.

13. MINIMAL TO NO NEW CLEARING OR GRUBBING OF VEGETATION IS ANTICIPATED FOR THIS

WORK, IF NEEDED, THE WORK IS INCLUDED IN ITEM 31401.

14. IN THE EVENT TOPSOIL IS ENCOUNTERED, WINDROWING IS INCLUDED IN ITEM 31401,

WINDROW NEAR THE EXCAVATION LIMITS, IN ACCORDANCE WITH FSSS 204.05

"CONSERVED TOPSOIL".

15. INSTALL ROAD DRAIN DIPS AT LOCATIONS MARKED ON THE GROUND BY THE CO,

APPROXIMATE LOCATIONS ARE SHOWN ON SHEET 4.

QUARRY DEVELOPMENT

AREA / PROPOSED GRADING

EXISTING STOCKPILE

APPROXIMATE DRAIN

DIP LOCATIONS

3' MAX. LIFT LAYER,

SIDE SLOPES NOT FLATTER

THAN 1V:1.5H

6" COMPACTED, USE EXISTING STOCKPILE MATERIAL

COMPACTION METHOD C (FSSS 204.11)

Scale: NTS

STOCKPILE DETAIL TYP.2

1.5

Feet

Scale: 1"=100'

QUARRY SITE DETAILS1

EXISTING AREA OF

DISTURBANCE

PROPOSED

GRADING

EXTENTS

PROPOSED

STOCKPILE AREA

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N (F

STATION (FEET)

QUARRY PROFILE

VERTICAL EXAGGERATION = 2.000

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OFFSET (FEET)

SECTION: 0+50.00

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OFFSET (FEET)

SECTION: 1+50.00

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OFFSET (FEET)

SECTION: 2+50.00

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/6 /25

2 B

D :\B

T\ W

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\03 _0

R02

ROCKY MOUNTAIN REGION

HINER SPRING

QUARRY

DEVELOPMENT

WHITE RIVER

NATIONAL FOREST

RIO BLANCO RANGER DISTRICT

QUARRY GRADING,

PROFILE, AND SECTIONS

2/26/2025 -

B.CONANT

D.WOOLLEY

4 5

GENERAL NOTES:

1. THE GRADING DESIGN SHOWN ON SHEETS 3-4 CALCULATES AN IN-PLACE VOLUME ≈

25,000 CUBIC YARDS.

2. GRADING AND SHAPING OF THE QUARRY SHOWN ON SHEETS 3 AND 4 IS SUBJECT TO

CHANGE BASED ON FINAL QUANTITIES ORDERED.

3. FINAL GRADING AND SHAPING OF THE QUARRY SHALL BE AGREED UPON IN WRITING.

4. THE QUARRY SHALL BE SHAPED TO DRAIN TO THE WEST, AND NO AREAS SHALL BE

LEFT TO HOLD/ IMPOUND WATER.

5. EXCAVATE NON-BLASTED SIDE SLOPES AT 1V:1.5H.

6. BLASTED SLOPES SHALL BE 4V:1H, WITH BENCHES NO TALLER THAN 20' FEET, AND

NO WIDER THAN 15' FEET. SEE DETAIL 1 BELOW FOR BENCHING.

7. BLASTED FLOORS SHALL BE SLOPED AT 2% MINIMUM FOR DRAINAGE, SEE BENCH

DETAIL BELOW.

EXISTING GROUND

PROPOSED GRADING,

APPROXIMATELY 9% SLOPE

EXISTING GROUND

PROPOSED GRADING

EXISTING GROUND

PROPOSED GRADING

EXISTING GROUND

PROPOSED GRADING

EXISTING GROUND

PROPOSED GRADING

EXISTING GROUND

PROPOSED GRADING

Scale: NTS

BENCH DETAIL (SOLID ROCK ONLY) TYP.1

BLASTED

FACE SLOPE

4V:1H MAX.

BLASTED FLOOR

TO SLOPE 2% MIN.

FOR DRAINAGE

' M

15' MAX.

1.5

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DRAINLINE

0 TO 25° SKEW

DOWNGRADE

PLAN VIEWOUTSLOPE TO

DRAIN 2% TO 4%

REVERSE GRADE STEEPENED GRADE

REVERSE

GRADE

STEEPENED

GRADE

0-25°

OUTSLOPE TO 2%

DOWNGRADE

REVERSE

GRADE STEEPENED GRADE

BOTTOM OF DIP

(NOTE 1)

.EXISTING ROAD

PROFILE

DIP PROFILE

COMPACTED BERM

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

3/6 /25

0 B

D :\B

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\05 _D

.D W

R02

ROCKY MOUNTAIN REGION

HINER SPRING

QUARRY

DEVELOPMENT

WHITE RIVER

NATIONAL FOREST

RIO BLANCO RANGER DISTRICT

DRAIN DIP TYPICAL

SECTION

2/26/2025 -

B.CONANT

D.WOOLLEY

5 5

1. DIP INLET ELEVATION TO MATCH DITCH ELEVATION.

2. THE CROSS SLOPE OF THE ROADBED SHALL BE MAINTAINED THROUGH THE DIP.

3. REVERSE GRADE SHALL BE 3-6%.

4. DIP SHALL BE CONSTRUCTED WITH CUT-FILL BALANCE (I.E. NO BORROW MATERIAL OR EXCESS MATERIAL IS ANTICIPATED).

PERCENT

ROAD GRADE

STEEPENED

GRADE LENGTH

REVERSE GRADE

LENGTH

HORIZONTAL MEASURE (FT)

<6 55 15 - 20

8 65 15 - 20

10 75 15 - 20

12 85 20 - 25

>12 100 20 - 25

Scale: NTS DRAIN DIP PROFILE TYP.1 Scale: NTS

DRAIN DIP PERSPECTIVE TYP.2

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01_COVERSHEET_MAPS

02_EOQ_NOTES

03_SITE_DETAILS

04_GRADING_DETAILS

05_DRAIN_DIP_TYPICAL

	2025-03-06T15:40:22-0700
DANIEL WOOLLEY

	2025-03-07T16:19:19-0700
KEVIN WARNER

	2025-03-10T10:27:38-0600
CURTIS KEETCH

File details come from the government source that posted it. Updated Mar 25, 2025.