A06_Specifications_1.pdf

GENERAL INFORMATION AND REQUIREMENTS

TWO BRIDGES EXPANSION 03/2025

01009 - 1

SECTION 01009

PART 1: GENERAL

1.1 SUMMARY

A. DESCRIPTION OF WORK: FURNISHING LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS,

FOR ABANDONING AN EXISTING WELL AND DRILLING A NEW POTABLE WELL, ALSO

INCLUDING THE INSTALLATION OF BURIED SEPTIC TANK AND SEWER LINES, SYSTEM

AND POTABLE WATER HYDRANTS, ELECTRICAL SYSTEM, RV UTILITY HOOKUPS. WORK ALSO

INCLUDES EARTHWORK, PLACING CRUSHED AGGREGATE SURFACING ONTO PREPARED

ROADWAYS AND PARKING AREAS, THE REMOVAL AND DISPOSAL OF A SECTION OF WOODEN

FENCE AND OTHER MISCELLANEOUS WORK ASSOCIATED WITH RV CAMPGROUND AND

DESCRIBED HEREIN.

B. LOCATION: WORK UNDER THIS CONTRACT IS LOCATED IN EAGLE COUNTY, COLORADO.

COORDINATES 39.8908382°, -106.7030049°. THE WORK LOCATIONS ARE SHOWN ON THE

DRAWINGS.

C. MATERIALS QUANTITY SHEET: DESCRIBES THE ESTIMATED QUANTITIES OF MATERIAL

OR SPECIFIC ITEMS REQUIRED FOR THE NEW CONSTRUCTION AS SHOWN ON THE DRAWINGS

FOR EACH INDIVIDUAL WORK LOCATION, AS WELL AS THE ESTIMATED TOTAL QUANTITY

OF ITEMS REQUIRED FOR THE PROJECT.

1.2 REFERENCES

A. REFERENCED SPECIFICATIONS/STANDARDS WITH ABBREVIATIONS AND/OR ACRONYMS:

WHEREVER THE FOLLOWING ACRONYMS ARE USED IN THESE SPECIFICATIONS OR ON THE

DRAWINGS, THEY ARE TO BE CONSTRUED THE SAME AS THE RESPECTIVE EXPRESSIONS

REPRESENTED. COPIES OF THE REFERENCED SPECIFICATIONS/STANDARDS REFERRED

TO HEREIN MAY BE PROCURED BY THE CONTRACTOR, FROM THE FOLLOWING:

AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

OFFICIALS

444 NORTH CAPITOL STREET, N.W., SUITE 249

WASHINGTON, DC 20001

AASHTO M 147-65 MATERIALS FOR AGGREGATE AND SOIL

AGGREGATE SUBBASE, BASE AND SURFACE

COURSES (R1993)

ACI AMERICAN CONCRETE INSTITUTE

P.O. BOX 19150

DETROIT, MI 48219

ACI 305R-91 HOT WEATHER CONCRETING

ACI 306R-88 COLD WEATHER CONCRETING

ACI 347R-94 GUIDE TO FORMWORK FOR CONCRETE

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

100 BARR HARBOR DR.

WEST CONSHOHOCKEN PA 19428-2959

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ASTM A 615/A 615M REV B-95 DEFORMED AND PLAIN BILLET STEEL BARS

FOR CONCRETE REINFORCEMENT

ASTM C 94-94 READY-MIXED CONCRETE

ASTM C 143 REV A-90 TEST METHODS FOR SLUMP OF HYDRAULIC CEMENT

CONCRETE

ASTM C 260-95 AIR-ENTRAINING ADMIXTURES FOR CONCRETE

ASTM C 270 REV A-95 MORTAR FOR UNIT MASONRY

ASTM C 309-95 LIQUID MEMBRANE-FORMING COMPOUNDS FOR

CURING CONCRETE

ASTM D 3035-93 POLYETHYLENE (PE) PLASTIC PIPE (DR-PR) BASED

ON CONTROLLED OUTSIDE DIAMETER

AWWA AMERICAN WATER WORKS ASSOCIATION

6666 WEST QUINCY AVENUE

DENVER, CO 80235

AWWA B 300-92 HYPOCHLORITES

AWWA C 901-88 POLYETHYLENE (PE) PRESSURE PIPE AND

TUBING

NSF NATIONAL SANITATION FOUNDATION

3475 PLYMOUTH RD.

ANN ARBOR, MI 48105

NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION

300 NORTH 17TH STREET, SUITE 1847,

ROSSLYN, VA 22314

1.3 DEFINITIONS

A. APPROVALS: APPROVAL OF THE SUBMITTALS IS AN INDICATION THAT THE

CONTRACTOR'S SUBMITTALS HAVE BEEN REVIEWED AND THAT THERE ARE NO OBJECTIONS,

EXCEPT AS NOTED. APPROVAL OF DEVIATIONS SHALL APPLY ONLY TO THOSE

DEVIATIONS OR OMISSIONS FROM THE REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION IN WRITING.

AFTER APPROVAL OF AN ITEM, SUBMIT A SUBSTITUTE FOR APPROVAL WHEN THE APPROVED

ITEM CANNOT BE PURCHASED OR DELIVERED IN TIME TO AVOID DELAY IN COMPLETION

OF THE PROJECT.

1.4 SUBMITTALS

A. SCOPE: SUBMITTALS INCLUDE DESIGN COMPUTATIONS, SHOP DRAWINGS,

MANUFACTURERS' LITERATURE AND INSTALLATION INSTRUCTIONS, MATERIALS

COMPLIANCE, AS-BUILT DRAWINGS, SAMPLES, TESTING LABORATORY TO BE USED FOR

WATER SAMPLING, AND MAINTENANCE MANUALS.

B. REQUIREMENTS: REFER TO SPECIFICATIONS FOR SUBMITTALS REQUIRED. ALLOW AT

LEAST 5 WORKING DAYS FOR REVIEW. SUBMITTALS SHALL BE DELIVERED

ELECTRONICALLY IN PDF FORMAT TO DEREK VECCHIA, DVECCHIA@BLM.GOV.

C. IDENTIFICATION OF SUBMITTALS: COMPLETELY IDENTIFY EACH SUBMITTAL BY

SHOWING AT LEAST THE FOLLOWING INFORMATION:

1. NAME AND ADDRESS OF SUBMITTER, PLUS NAME AND TELEPHONE NUMBER OF THE

INDIVIDUAL TO CONTACT FOR FURTHER INFORMATION.

2. NAME OF PROJECT AS IT APPEARS IN THESE SPECIFICATIONS.

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3. CONTRACT NUMBER, DRAWING NUMBER, AND SPECIFICATION SECTION NUMBER TO

WHICH THE SUBMITTAL APPLIES.

4. WHETHER THIS IS AN ORIGINAL SUBMITTAL OR RESUBMITTAL.

5. EACH ITEM SHALL CLEARLY NOTE THE MANUFACTURER'S NAME AND ADDRESS, TRADE

NAME, PRODUCT, LOT, STYLE, COLOR, CATALOG DESIGNATION OR MODEL NUMBER,

AND LOCATIONS OF USE.

1.5 CERTIFICATES OF CONFORMANCE

A. REQUIREMENTS: THE CONTRACTING OFFICER MAY PERMIT USE, PRIOR TO SAMPLING

AND TESTING, OF MATERIALS WHEN ACCOMPANIED BY CERTIFICATES OF CONFORMANCE.

MATERIALS USED ON THE BASIS OF A CERTIFICATE OF CONFORMANCE MAY BE SAMPLED

AND TESTED. INSTALLATION OF MATERIALS ON THE BASIS OF CERTIFICATES OF

CONFORMANCE SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR

INCORPORATING MATERIALS WHICH CONFORM TO THE REQUIREMENTS OF THE DRAWINGS

AND SPECIFICATIONS. MATERIAL NOT CONFORMING TO THOSE REQUIREMENTS WILL BE

SUBJECT TO REJECTION, WHETHER IN PLACE OR NOT.

B. FORMAT: THE CERTIFICATE OF CONFORMANCE PROVIDED BY THE SUPPLIER SHALL:

1. STATE THAT THE NAMED PRODUCT CONFORMS TO THE CONTRACT REQUIREMENTS.

2. EITHER BE ACCOMPANIED WITH A CERTIFIED COPY OF THE TEST RESULTS OR

CERTIFY THAT SUCH TEST RESULTS ARE ON FILE WITH THE MANUFACTURER AND

WILL BE FURNISHED TO THE CONTRACTING OFFICER UPON REQUEST.

3. PROVIDE THE NAME AND ADDRESS OF THE MANUFACTURER, THE TESTING AGENCY,

AND THE DATE OF TESTS.

4. SET FORTH THE MEANS OF IDENTIFICATION WHICH WILL PERMIT FIELD

DETERMINATION OF THE PRODUCT DELIVERED AS BEING THE PRODUCT COVERED BY

THE CERTIFICATION.

1.6 QUALITY ASSURANCE

A. CODES AND STANDARDS: THE WORK SHALL COMPLY WITH CODES AND STANDARDS

APPLICABLE TO EACH TYPE OF WORK AND AS LISTED IN THE INDIVIDUAL SECTIONS

OF THESE SPECIFICATIONS. THIS CONTRACT INCORPORATES MATERIALS,

APPLICATIONS, AND TESTS BY REFERENCE, WITH THE SAME FORCE AND EFFECT AS WHEN

THEY WERE GIVEN IN FULL TEXT.

B. CONFLICT: WHERE A CONFLICT OCCURS BETWEEN REFERENCE DOCUMENTS AND PROJECT

SPECIFICATIONS, THE PROJECT SPECIFICATIONS SHALL GOVERN.

C. MEASUREMENTS: WHERE APPROVED MANUFACTURER'S DIAGRAMS AND SHOP DRAWINGS

GIVE SPECIFIC MEASUREMENTS OR ROUGH-IN DIMENSIONS FOR EQUIPMENT, THESE

DIMENSIONS SHALL TAKE PRECEDENCE OVER DIMENSIONS INDICATED ON THE DRAWINGS.

D. EQUIPMENT: PRIOR TO ORDERING EQUIPMENT, VERIFY DIMENSIONS AND FUNCTIONS

OF EQUIPMENT PROPOSED FOR USE.

1.7 DELIVERY, STORAGE, AND HANDLING

A. DELIVERY: PROTECT PRODUCTS INCORPORATED INTO THE WORK FROM DAMAGE WHILE

IN TRANSIT TO THE SITE. PRODUCTS MUST BE DELIVERED IN ORIGINAL UNOPENED

CONTAINERS WITH MANUFACTURER'S NAME, BRAND DESIGNATION, AND CONTENTS

LEGIBLY INDICATED.

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B. STORAGE: PROVIDE TEMPORARY STORAGE FACILITIES FOR PRODUCTS IF APPLICABLE

DUE TO DELAYS CAUSED BY WINTER. STORAGE SHALL COMPLY WITH THE

MANUFACTURER'S INSTRUCTIONS. THE STORAGE AREA SHALL PERMIT ACCESS FOR

INSPECTION AND HANDLING.

C. HANDLING: LOAD AND UNLOAD PRODUCTS PROTECTING THEM FROM DAMAGE.

1.8 PROJECT/SITE CONDITIONS

A. ACCESS TO THE WORK: AS PER FEDERAL ACQUISITIONS REGULATIONS CLAUSE

52.236-10. ACCESS TO WORK LOCATIONS WITHIN THE SITES SHALL BE LIMITED TO

EXISTING ROADS ONLY.

B. ENVIRONMENTAL CONSIDERATIONS: AS PER FEDERAL ACQUISITIONS REGULATIONS

CLAUSE 52.236-9 AND 52.236-10.

1.9 SEQUENCING AND SCHEDULING

A. CONSTRUCTION PERIOD WINDOW: WORK SHALL NOT START PRIOR TO MAY 1ST, 2025 AND

SHALL BE COMPLETED NO LATER THAN DECEMBER 2026.

B. WORK SCHEDULE: THE SCHEDULE SHALL BE SUBMITTED WITHIN 5 CALENDAR DAYS AFTER

SIGNING THE NOTICE TO PROCEED AND AS PER FEDERAL ACQUISITIONS REGULATIONS

CLAUSE 52.236-15. WHEN REQUESTED, SUBMIT AN UPDATED SCHEDULE. AT A

MINIMUM, THE SCHEDULE WILL STATE THE ESTIMATED TIMEFRAMES FOR THE WORK TO

BE PERFORMED.

PART 2: PRODUCTS

(THERE ARE NO APPLICABLE REQUIREMENTS.)

PART 3: EXECUTION

3.1 PROJECT MEETINGS

A. PRE-WORK CONFERENCE:

1. WILL BE HELD PRIOR TO THE START OF WORK. THE CONTRACTOR WILL BE NOTIFIED

IN ADVANCE OF MEETING TIME, DATE AND PLACE. THE PURPOSE WILL BE TO

REVIEW REQUIRED WORK, PROJECT DRAWINGS AND SPECIFICATIONS,

CONSTRUCTION SCHEDULES, PAYROLL AND PAYMENTS, AND ADMINISTRATIVE

PROVISIONS OF THE CONTRACT.

2. THE CONTRACTOR, SUBCONTRACTORS AND THE PERSONS RESPONSIBLE FOR

COORDINATION OF THE WORK SHALL BE PRESENT AT THE MEETING.

3. BE PREPARED TO SUMMARIZE AND EXPLAIN PROCEDURES PLANNED FOR THE PROJECT.

B. PROGRESS MEETINGS:

1. TO BE HELD AT THE PROJECT SITE, OR AS DETERMINED BY THE CONTRACTING

OFFICER.

2. MAY BE CALLED BY EITHER THE CONTRACTING OFFICER OR THE CONTRACTOR.

REQUEST SHALL STATE WHO SHOULD ATTEND AND INCLUDE AN AGENDA.

C. FINAL INSPECTION:

1. TO BE HELD AT THE PROJECT SITE, OR AS DETERMINED BY THE CONTRACTING

OFFICER.

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2. NOTIFY THE CONTRACTING OFFICER IN WRITING AT LEAST 5 WORKING DAYS BEFORE

THE COMPLETION DATE SO THE GOVERNMENT CAN SCHEDULE FINAL INSPECTION.

3. THE SUPERINTENDENT SHALL BE PRESENT DURING THIS INSPECTION.

3.2 PREPARATION

A. WORK LAYOUT: THE COORDINATES USED FOR CREATING THE LAYOUTS ARE SITE

CORRECTED DATUM NAD 83. THE CONSTRUCTION DRAWING WAS CREATED IN AUTOCAD

CIVIL 3D, VERSION 2022.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND CONSTRUCTION

OF ALL ITEMS LISTED IN THE SPECIFICATIONS AND DRAWINGS.

B. WORK LIMITS: WILL BE ESTABLISHED BY THE CONTRACTING OFFICER.

3.3 DISPOSAL OF DEBRIS

A. REQUIREMENTS: ITEMS OR DEBRIS NOT DESIGNATED AS SALVAGE FOR THE GOVERNMENT

SHALL BECOME THE PROPERTY OF THE CONTRACTOR. DISPOSAL OF MATERIALS IN A

LEGAL MANNER AND PAYMENT OF FEES REQUIRED IS THE CONTRACTOR'S

RESPONSIBILITY.

3.4 WARRANTY

A. REQUIREMENTS: MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL

BE COVERED BY THE MOST FAVORABLE COMMERCIAL WARRANTIES GIVEN TO CUSTOMERS

FOR SUCH MATERIALS OR EQUIPMENT. THE RIGHTS OR REMEDIES PROVIDED HEREIN

ARE IN ADDITION TO AND DO NOT LIMIT RIGHTS AFFORDED TO THE GOVERNMENT BY

OTHER CLAUSES OF THIS CONTRACT. WITH RESPECT TO WARRANTIES, EXPRESSED OR

IMPLIED, FROM MANUFACTURERS OR SUPPLIERS FOR MATERIALS OR EQUIPMENT

FURNISHED UNDER THE CONTRACT THE CONTRACTOR SHALL:

1. OBTAIN WARRANTIES THAT WOULD BE GIVEN IN NORMAL COMMERCIAL PRACTICES.

2. REQUIRE WARRANTIES TO BE EXECUTED, IN WRITING, FOR THE BENEFIT OF THE

GOVERNMENT.

3. SUBMIT WARRANTIES TO THE CONTRACTING OFFICER PRIOR TO THE FINAL

INSPECTION.

PART 4: MEASUREMENT AND PAYMENT

4.1 METHOD OF MEASUREMENT

A. UNITS: THE WORK DESCRIBED IN THIS SECTION WILL NOT BE MEASURED FOR PAYMENT.

4.2 BASIS OF PAYMENT

A. PAYMENT: NO DIRECT PAYMENT FOR THE WORK DESCRIBED UNDER THIS SECTION WILL

BE MADE. CONSIDERATION FOR THIS ITEM SHALL BE INCLUDED IN THE BID PRICE

FOR OTHER ITEMS OF THE CONTRACT.

END OF SECTION

TWO BRIDGES EXPANSION MOBILIZATION

3/2025

01505-1

SECTION 01505

MOBILIZATION

A. SECTION INCLUDES: PREPARATORY WORK AND OPERATIONS, INCLUDING THOSE

NECESSARY TO THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND

INCIDENTALS TO THE PROJECT SITE; AND FOR OTHER WORK AND OPERATIONS

WHICH MUST BE PERFORMED, OR COSTS INCURRED PRIOR TO BEGINNING WORK ON

THE VARIOUS ITEMS ON THE PROJECT SITE.

4.1 METHOD OF MEASUREMENT:

A. UNITS: PROGRESS PAYMENTS WILL BE MADE AS FOLLOWS:

1. WHEN 5% OF THE ORIGINAL CONTRACT AMOUNT IS EARNED FROM OTHER BID

ITEMS, 50% OF THE AMOUNT BID FOR MOBILIZATION OR 5% OF THE

ORIGINAL TOTAL CONTRACT AMOUNT, WHICHEVER IS LESSER, WILL BE

PAID. UPON COMPLETION OF WORK FOR THE PROJECT, WHEN ALL EQUIPMENT

AND MATERIALS HAVE BEEN REMOVED FROM THE WORK SITE AND THE SITE

HAS BEEN APPROVED BY THE CONTRACTING OFFICER, THE REMAINING

CONTRACT AMOUNT FOR MOBILIZATION/DEMOBILIZATION MAY BE INVOICED.

2. THE TOTAL SUM OF ALL PAYMENTS SHALL NOT EXCEED THE ORIGINAL

CONTRACT AMOUNT BID FOR MOBILIZATION, REGARDLESS OF THE FACT THAT

THE CONTRACTOR MAY HAVE SHUT DOWN THE WORK ON THE PROJECT OR

MOVED EQUIPMENT AWAY FROM THE PROJECT AND THEN BACK AGAIN.

A. PAYMENT: PAYMENT WILL BE MADE UNDER:

PAY ITEM PAY UNIT

01505(1) MOBILIZATION. . . . . . . . . . . . . . . . . . LUMP SUM

FENCE DEMOLITION

02221 - 1

SECTION 02221

FENCE DEMOLITION

A. SECTION INCLUDES: THE REMOVAL AND DISPOSAL OF APPROXIMATELY 25 FEET

OF WOOD FENCING INDICATED ON THE DRAWINGS. EXACT FENCE REMOVAL SHALL

BE FLAGGED BY THE CONTRACTING OFFICER’S REPRESENTATIVE DURING PROJECT

STAKEOUT REVIEW. DISPOSAL OF ITEMS INDICATED, AND BACKFILLING FENCE

POST CAVITIES AFTER REMOVAL IS COMPLETE.

(NO PRODUCTS ARE REQUIRED IN THIS SECTION.)

3.1 DEMOLITION

A. GENERAL: REMOVE AND DISPOSE OF APPROXIMATELY 25 FEET OF WOOD FENCING.

PROTECT ADJACENT LANDSCAPE, INCLUDING TREES AND VEGETATION, FROM

DAMAGE DURING THE DEMOLITION PROCESS.

B. DISPOSAL: ALL MATERIALS REMOVED, SHALL BECOME PROPERTY OF THE

CONTRACTOR AND SHALL BE REMOVED FROM GOVERNMENT PROPERTY AND DISPOSED

OF IN A LEGAL MANOR.

A. UNITS: DEMOLITION WILL BE MEASURED AND PAID FOR ON A LUMP SUM BASIS.

A. PAYMENT: PRICES AND PAYMENT WILL BE FULL COMPENSATION FOR THE WORK

DESCRIBED IN THIS SECTION, INCLUDING BUT NOT LIMITED TO ASSOCIATED

ELECTRICAL AND PHONE SYSTEM WORK, GENERAL CLEAN-UP OF SITE, AND

DISPOSAL FEES. PAYMENT WILL BE MADE UNDER:

02223(1) FENCE DEMOLITION . . . . . . . . . . . . . . . . LUMP SUM

CLEARING AND GRUBBING

02231 - 1

SECTION 02231

A. SECTION INCLUDES: CLEARING OF VEGETATION, AND GRUBBING OF STUMPS,

ROOTS, AND DEBRIS; AND OTHER INCIDENTAL WORK RELATED TO PREPARING THE

SITE FOR LATER USE.

1.2 DEFINITIONS

A. CLEARING: CLEARING SHALL CONSIST OF THE FELLING, TRIMMING, AND CUTTING

OF OBSTRUCTIONS SUCH AS TREES INTO SECTIONS AND THE SATISFACTORY

DISPOSAL OF THE TREES AND OTHER SURFACE VEGETATION DESIGNATED FOR

REMOVAL.

B. GRUBBING: GRUBBING SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF BELOW-

SURFACE STUMPS, ROOTS LARGER THAN 3-INCHES IN DIAMETER.

1.3 PROJECT/SITE CONDITIONS

A. BURNING OF SLASH: SHALL NOT BE PERMITTED.

B. LANDSCAPE PRESERVATION: PROTECT VEGETATION OUTSIDE THE WORK LIMITS

FROM INJURY. EXISTING TREES AND SHRUBS SHALL NOT BE DISTURBED OR

DAMAGED.

3.1 CLEARING

REQUIREMENTS: CLEAR TREES, STUMPS, ROOTS, BRUSH, AND OTHER VEGETATION

IN AREAS TO BE GRADED OR FALL WITHIN THE FOOTPRINT OF THE PROPOSED

WORK. LIMBS AND BRANCHES THAT INTERFERE WITH THE PROPOSED WORK SHALL

BE CUT AND REMOVED AS NEEDED TO PREVENT BREAKING OF THE LIMBS DURING

CONSTRUCTION.

3.2 GRUBBING

GRUBBING CONSISTS OF THE REMOVAL AND DISPOSAL OF STUMPS, ROOTS LARGER

THAN 3 INCHES IN DIAMETER, AND MATTED ROOTS FROM THE DESIGNATED

GRUBBING AREAS.

REMOVE MATERIAL TO BE GRUBBED, TOGETHER WITH LOGS AND OTHER ORGANIC OR

METALLIC DEBRIS NOT SUITABLE FOR FOUNDATION PURPOSES, TO A DEPTH OF NOT

LESS THAN 12 INCHES BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND IN

THE

02231 - 2

AREA OF NEW ROAD CONSTRUCTION. FILL DEPRESSIONS MADE BY GRUBBING WITH

SUITABLE MATERIAL AND COMPACT TO MAKE THE SURFACE CONFORM WITH THE

ORIGINAL ADJACENT SURFACE OF THE GROUND.

3.3 DISPOSAL OF CLEARING AND GRUBBING VEGETATION MATERIAL

A. DISPOSE OF CLEARING AND GRUBBING MATERIAL IN LOCATIONS DESIGNATED.

LOGS, STUMPS, ROOTS, BRUSH, ROTTEN WOOD, AND OTHER ORGANIC MATERIAL

RESULTING FROM THE CLEARING AND GRUBBING OPERATIONS, SHALL BE UNIFORMLY

SCATTERED ON SITE IN PILES LESS THAN 18 INCHES OFF THE GROUND. PROCESS,

MULCH, CUT, OR LIMB MATERIAL AS NECESSARY TO COMPLY WITH DISPOSAL PILE

REQUIREMENTS.

PART 4: PART 4: MEASUREMENT AND PAYMENT

A. UNITS: DEMOLITION WILL BE MEASURED AND PAID FOR ON A LUMP SUM BASIS.

DESCRIBED IN THIS SECTION, INCLUDING BUT NOT LIMITED TO ASSOCIATED

ELECTRICAL AND PHONE SYSTEM WORK, GENERAL CLEAN-UP OF SITE, AND

DISPOSAL FEES. PAYMENT WILL BE MADE UNDER:

02221(1) CLEARING AND GRUBBING . . . . . . . . . . . . . LUMP SUM

EXCAVATION AND FILL

TWO BRIDGES EXPANSION 3/2025

02315 - 1

SECTION 02315

A. SECTION INCLUDES: STRIPPING AND STORAGE OF TOPSOIL, EXCAVATING,

IMPORTED AGGREGATE, PLACEMENT OF MATERIALS, GRADING, AND OTHER RELATED

WORK TO PREPARE THE SITE.

A. UNCLASSIFIED EXCAVATION: SHALL CONSIST OF THE MATERIAL EXCAVATION AND

PLACEMENT REGARDLESS OF ITS NATURE.

B. ROCK EXCAVATION: REMOVAL OF MATERIAL SHALL BE CONSIDERED ROCK

EXCAVATION WHEN IT CONSISTS OF IGNEOUS, METAMORPHIC, AND SEDIMENTARY

ROCK WHICH CANNOT BE EXCAVATED WITH THE USE OF A HYDRAULIC EXCAVATOR

HAVING A MINIMUM OPERATING WEIGHT OF 50,000 LBS., WITH MINIMUM NET

HORSEPOWER OF 160.

C. COMMON EXCAVATION: REMOVAL OF MATERIALS WHICH CAN BE EXCAVATED WITH

THE USE OF A HYDRAULIC EXCAVATOR HAVING A MINIMUM OPERATING WEIGHT OF

50,000 LBS., WITH MINIMUM NET HORSEPOWER OF 160 OR LESS SHALL BE

CONSIDERED COMMON EXCAVATION.

D. MUCK EXCAVATION: SHALL CONSIST OF THE REMOVAL AND DISPOSAL OF DEPOSITS

OF SATURATED OR UNSATURATED MIXTURES OF SOILS AND ORGANIC MATTER NOT

SUITABLE FOR FOUNDATION MATERIAL REGARDLESS OF MOISTURE CONTENT.

E. FILL MATERIAL: SHALL BE MINERAL SOIL FREE FROM PEAT, FROZEN MATERIAL,

BRUSH, TREES, ROOTS OVER 2 INCHES IN DIAMETER AND ROCKS OVER 6 INCHES

IN GREATEST DIAMETER OBTAINED FROM SITE DURING EXCAVATION.

F. TOPSOIL: SURFACE SOIL APPROXIMATELY 4 INCHES IN DEPTH THAT SUPPORTS

GROWTH OF VEGETATION AND CONTAINS ORGANIC MATTER.

2.1 MATERIALS

A. GENERAL: SEE EARTHWORK DRAWINGS FOR ESTIMATED VOLUMES OF CUT AND FILL

MATERIAL QUANTITIES.

B. FILL MATERIAL: SHALL BE OBTAINED FROM THE COMMON EXCAVATION. MATERIAL

FROM EXCAVATION SHALL BE USED UNLESS IT CONTAINS ICE OR FROZEN EARTH,

DEBRIS, HIGH MOISTURE CONTENT, OR IS SPECIFIED IN OTHER SECTIONS TO BE

REPLACED. TOPSOIL SHALL NOT BE USED FOR FILL OR EMBANKMENT.

C. IMPORTED AGGREGATE: SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR

TO USE. IMPORTED AGGREGATE USED IN THE CONSTRUCTION OF THE PARKING

02315 - 2

AREA AND ROAD SHALL MEET THE REQUIREMENTS OF THE FILL MATERIAL AS

STATED ABOVE OR MEET THE REQUIREMENTS FOR CDOT CLASS 6 AGGREGATE AS

STATED IN SECTION 02730.

3.1 PREPARATION

A. CLEARING AND GRUBBING: PER SECTION 02231 - CLEARING AND GRUBBING.

B. STRIPPING TOPSOIL: STRIP AND STOCKPILE TOPSOIL FROM THE UNDISTURBED

PORTIONS OF PARKING AREA THAT FALL WITHIN THE FOOTPRINT OF THE PROPOSED

CONSTRUCTION AREAS.

C. PLACEMENT OF TOPSOIL: AFTER COMPLETION OF PARKING AREA, OR OTHER AREAS

OF WORK, EVENLY SPREAD APPROXIMATELY 4”-6” OF THE STOCKPILED TOPSOIL TO

DISTURBED AREAS. IN ADDITION, PLACE THE TOPSOIL WITHIN AREAS OF

DEMOLITION OR SCARIFICATION THAT FALL OUTSIDE OF THE FOOTPRINT OF THE

PROPOSED WORK, AND AS DIRECTED BY THE CONTRACTING OFFICER. TOPSOIL

SHALL BE HAULED, PLACED, AND DISTRIBUTED THROUGHOUT THE SITE AS NEEDED.

EXCESS TOPSOIL SHALL BE DISPOSED OF ONSITE IF APPLICABLE

D. SCARIFYING: SCARIFY EXISTING DISTURBED AREAS THAT FALL OUTSIDE THE

FOOTPRINT OF THE PROPOSED CONSTRUCTION. REMOVE AGGREGATE FROM THE AREA

TO SCARIFY PRIOR TO SCARIFYING IF APPLICABLE. THE CLEARED SURFACE SHALL

BE COMPLETELY BROKEN UP BY SCARIFYING TO A MINIMUM DEPTH OF 4”-6”.

EVENLY PLACE TOPSOIL MATERIAL OVER SCARIFIED AREAS AS DIRECTED BY THE

CONTRACTING OFFICER.

E. ONSITE FILL MATERIAL: EXCESS MATERIALS AVAILABLE ONSITE SHALL BE USED

AS FILL MATERIAL FOR CONSTRUCTION OF THE PARKING AREA, PRIOR TO USING

IMPORTED FILL MATERIAL.

3.2 INSTALLATION

A. EXCAVATION: EXCAVATE WHERE SHOWN ON THE DRAWINGS, UNLESS STAKED

OTHERWISE. EXCAVATE ON A STRAIGHT GRADE BETWEEN THE CONTROL POINTS

SHOWN ON THE DRAWINGS UNLESS STAKED OTHERWISE.

B. SUBGRADE COMPACTION: COMPACT EXISTING SUBGRADE PRIOR TO PLACEMENT OF

MATERIAL. COMPACT AS SPECIFIED IN 3.3 A COMPACTION BELOW, BEFORE

PLACEMENT OF FILL MATERIALS.

C. FILL MATERIAL/IMPORTED MATERIAL: SHALL BE SPREAD OVER THE FULL WIDTH

OF THE CROSS SECTION OF THE EMBANKMENT TO A MAXIMUM LOOSE THICKNESS OF

8 INCHES AND SHALL BE COMPACTED AS SPECIFIED IN PARAGRAPHS 3.3 A

COMPACTION BELOW, BEFORE THE NEXT LAYER IS SPREAD. THE IN-PLACE

MATERIALS SHALL BE FREE OF LENSES, POCKETS, STREAKS, OR LAYERS OF

MATERIALS DIFFERING SUBSTANTIALLY IN TEXTURE OR GRADATION FROM THE

SURROUNDING MATERIALS. SEE DRAWING FOR LOCATIONS OF REQUIRED MATERIAL.

D. FROZEN MATERIAL: SHALL NOT BE PLACED, NOR BE PLACED UPON A FROZEN

SURFACE.

02315 - 3

3.3 FIELD QUALITY CONTROL

A. COMPACTION: IMMEDIATELY FOLLOWING FINAL SPREADING AND SMOOTHING, EACH

LAYER SHALL BE COMPACTED FULL WIDTH. COMPACTION SHALL BE ACCOMPLISHED

BY MEANS OF A VIBRATORY ROLLER COMPACTOR, MINIMUM 48-INCH DRUM WIDTH,

AND MINIMUM 10,000 CENTRIFUGAL FORCE OR APPROVED ALTERNATIVE COMPACTION

METHOD. A MINIMUM OF THREE PASSES SHALL BE MADE OVER THE ENTIRE WIDTH

OF THE AREA, AND UNTIL THE MATERIAL VISIBLE STOPS COMPACTING. ADD OR

REMOVE WATER WHEN NECESSARY TO OBTAIN OPTIMUM COMPACTION.

A. UNITS: THE WORK DESCRIBED IN THIS SECTION WILL BE MEASURED AND PAID

FOR ON A LUMP SUM BASIS FOR THE EARTHWORK REQUIRED FOR THE CONSTRUCTION

OF THE PARKING AREAS, CAMPSITES, ROADWORK, AND PICNIC AREAS. PAYMENT

INCLUDES EXISTING AND IMPORTED FILL MATERIALS PLACED, COMPACTED, AND

APPROVED. VOLUMES ARE CALCULATED USING THE “GRADING VOLUME TOOLS” IN

AUTOCAD CIVIL 3D, VERSION 2020 AND WERE MEASURED FROM THE EXISTING

GROUND SURFACE TO THE FINISHED GRADE SUBGRADE SURFACE, PRIOR TO

PLACEMENT OF AGGREGATE.

DESCRIBED IN THIS SECTION. PAYMENT WILL BE MADE UNDER:

02315(1) EARTHWORK . . . . . . . . . . . . . . . . . . . LUMP SUM

TRENCHING

02321 - 1

SECTION 02321

A. SECTION INCLUDES: TRENCHING, BACKFILLING, AND COMPACTING FOR THE

INSTALLATION OF A POTABLE WATER LINE, ELECTRICAL LINES, AND SEWER

LINES.

A. AS PER SECTION 02315, 02514, 02731, AND 16010.

A. GENERAL: MATERIAL EXCAVATED SHALL BE CONSIDERED UNCLASSIFIED.

B. FILL MATERIAL: MATERIAL FROM EXCAVATIONS SHALL BE USED, UNLESS IT

CONTAINS ICE OR FROZEN EARTH, DEBRIS, HIGH MOISTURE CONTENT, OR IS

SPECIFIED IN OTHER SECTIONS TO BE REPLACED. BACKFILL SHALL NOT

CONTAIN ROCK OR DEBRIS LARGER THAN 3 INCHES IN DIAMETER.

C. BEDDING: SHALL BE NATIVE MATERIAL EXCAVATED DURING THE TRENCHING.

D. BURIED UTILITY LINE MARKING TAPE: SHALL BE 2” MINIMUM WIDTH,

SPECIFICALLY MANUFACTURED FOR MARKING/LOCATING BURIED WATERLINES,

SEWER LINES, AND ELECTRICAL LINES. BLUE, GREEN, OR RED IN COLOR WITH

BLACK TEXT, STATING “CAUTION BURIED WATERLINE, BELOW” OR SIMILAR.

DETECTABLE WITH THE USE OF A NON-FERROUS LOCATOR.

E. UTILITY LINE PRODUCTS SHALL ADHERE TO SPECIFICATIONS 02514, 16010, AND

02731.

A. TRENCH EXCAVATION: LOCATE ALL UNDERGROUND UTILITIES PRIOR TO

TRENCHING.

B. PROTECTION OF EXCAVATION: CONSTRUCT AND MAINTAIN SHORING AND/OR

BRACING AS NECESSARY TO PROTECT THE EXCAVATION.

C. DEWATERING: KEEP THE EXCAVATION DEWATERED IF NECESSARY, SO THAT PIPE

WORK CAN BE CARRIED ON UNDER DEWATERED CONDITIONS. DISPOSE OF EXCESS

WATER BY USING NATURAL DRAINAGEWAYS NEAR THE WORK AREA TO THE EXTENT

OF THEIR NATURAL CAPACITY.

02321 - 2

A. TRENCH EXCAVATION: SHALL BE 30” AVERAGE DEPTH. ADJUST DEPTH AS

REQUIRED FOR CONNECTIONS TO TANK AND HYDRANT/SPIGOTS AND FOR

DRAINPIPES WHEN DAYLIGHTED. THE WATERLINE SHALL ALWAYS MAINTAIN A

UNIFORM GRADE FOR CONTINUOUS GRAVITY FLOW.

1. WHEN OVER-EXCAVATION OCCURS, BACKFILL THE LOW AREAS WITH APPROVED

MATERIALS AND COMPACT AS PER SECTION 02315.

2. WHEN SOIL BECOMES SATURATED ABOVE THE OPTIMUM MOISTURE CONTENT,

COMPACT AFTER IT HAS DRIED, OR REMOVE SOIL DOWN TO FIRM MATERIAL

AND PLACE BACKFILL BEFORE CONSTRUCTION PROCEEDS.

B. BEDDING: GRADE AND COMPACT BEDDING PRIOR TO PLACEMENT OF PIPING.

ENSURE THE BEDDING ALWAYS MAINTAINS A UNIFORM GRADE FOR CONTINUOUS

GRAVITY FLOW OF WATER.

C. TRENCH BACKFILL: AFTER TESTING AND APPROVAL OF THE WATERLINE, THE

TRENCH BACKFILLING SHALL BE COMPLETED. COMPACT AS PER SECTION 02315.

D. BURIED UTILITY LINE MARKING TAPE: PLACE THE MARKING TAPE

APPROXIMATELY 8” DIRECTLY ABOVE THE WATERLINE, FROM THE WATER TANK

FULL LENGTH OF THE TRENCH AND TO ALL SPIGOTS, HYDRANTS, SEWER AND

ELECTRICAL HOOKUPS.

A. UNITS: THE WORK DESCRIBED IN THIS SECTION WILL NOT BE MEASURED FOR

PAYMENT.

A. PAYMENT: NO DIRECT PAYMENT FOR THE WORK DESCRIBED UNDER THIS SECTION

WILL BE MADE. CONSIDERATION FOR THIS ITEM SHALL BE INCLUDED IN THE

BID PRICE FOR OTHER ITEMS OF THE CONTRACT.

WELL DRILLING AND CASING

02527 - 1

SECTION 02527

A. SECTION INCLUDES: ABANDONMENT OF AN EXISTING WATER WELL

AND THE DRILLING A NEW WATER WELL, USING CONTRACTOR

FURNISHED PROPERTY AND MATERIALS. DRILLING, EQUIPMENT,

AND MATERIALS USED FOR THE ABANDONMENT OF THE EXISTING

WELL (PERMIT NUMBER 275729) AND DRILLING OF THE NEW WELL

(PERMIT NUMBER 338120) SHALL CONFORM TO THE STATE OF

COLORADO “WATER WELL CONSTRUCTION RULES 2 CCR 402-2”.

1.2 SUBMITTALS

A. GENERAL: SUBMITTALS SHALL BE ACCORDING TO SECTION 01009 - GENERAL

INFORMATION AND REQUIREMENTS. SUBMITTALS SHALL INCLUDE MATERIALS

CONFORMANCE INFORMATION FOR ALL MATERIALS USED IN THE DRILLING OF THE

WELL, A COPY OF THE WELL LOG, A COPY OF THE “WELL CONSTRUCTION AND

TEST REPORT”, INCLUDING THE WELL YIELD INFORMATION, AND “POTABLE WATER

TEST” RESULTS.

1.3 DELIVERY, STORAGE, AND HANDLING

A. STORAGE: CAREFULLY STORE MATERIALS OFF THE GROUND TO PROVIDE PROPER

PROTECTION AGAINST OXIDATION CAUSED BY GROUND CONTACT. REPLACE

DEFECTIVE OR DAMAGED MATERIALS AT THE CONTRACTOR'S EXPENSE.

A. CASING: CASING SHALL BE 6” MINIMUM INTERIOR DIAMETER, STEEL OR PVC,

CONFORMING TO THE STATE OF COLORADO “WATER WELL CONSTRUCTION RULES 2

CCR 402-2”.

B. SURFACE CASING: STEEL CASING, CONFORMING TO THE STATE OF COLORADO

“WATER WELL CONSTRUCTION RULES 2 CCR 402-2”.

C. WELL SCREEN: STAINLESS STEEL OR PVC, APPROXIMATELY 6” DIAMETER AND

CONFORMING TO THE STATE OF COLORADO “WATER WELL CONSTRUCTION RULES 2

CCR 402-2”. WELL DRILLER SHALL RECOMMEND THE SIZE OF SCREEN TO BE

APPROVED BY THE CONTRACTING OFFICER.

D: SANITARY WELL CAP: SHALL BE ALUMINUM OR CAST IRON, SPECIFICALLY

MANUFACTURED FOR SEALING THE TOP OF THE WELL CASING. CAP SHALL BE

SIZED PROPERLY FOR THE CASING SIZE AND SHALL SUPPLY AN AIRTIGHT SEAL

WHEN INSTALLED. WELL CAP SHALL INCLUDE GASKETS AS SUPPLIED OR

RECOMMENDED BY THE CAP MANUFACTURER.

02527 - 2

E. SUBMERSIBLE WELL PUMP: SHALL BE 220 OR 230 VOLT, 3” DIAMETER 1.5

HORSEPOWER PUMP. UNLESS RECOMMENDED OTHERWISE BUT LICENSED WELL

DRILLER AFTER THE DEPTH OF THE WELL AND WATER PRODUCTION RATE IS

DETERMINED

F. PUMP POWER CABLE: AS RECOMMENDED BY THE PUMP MANUFACTURER AND

SPECIFICALLY DESIGNED FOR SUBMERSIBLE PUMP APPLICATIONS. THE

CONDUCTORS SHALL BE ENCLOSED IN AN OUTER SYNTHETIC JACKET WHICH IS

IMPERVIOUS TO OIL. NO SPLICES WILL BE ALLOWED OTHER THAN THE

CONNECTION TO MOTOR LEADS. CONNECT CABLE TO MOTOR LEADS WITH A HEAT

SHRINK SPLICE KIT.

2.2 EQUIPMENT

A. DRILLING EQUIPMENT: DRILLING SHALL BE PERFORMED USING AIR ROTARY

DRILLING EQUIPMENT. EQUIPMENT SHALL BE OF SUFFICIENT SIZE, ACCORDING

TO THE DRILLING EQUIPMENT MANUFACTURER’S RECOMMENDATIONS, TO DRILL TO

THE DEPTH AND DIAMETER OF WELL SPECIFIED.

2.3 MIXES

A. GROUT/CEMENT: SHALL BE ACCORDING TO THE STATE OF COLORADO “WATER WELL

CONSTRUCTION RULES 2 CCR 402-2”.

A. CLEARING/SITE PREPARATION: WORKSITE CLEARING AND LEVELING SHALL BE

KEPT TO THE MINIMUM REQUIRED FOR THE DRILLING EQUIPMENT TO PERFORM

WORK IN AN EFFICIENT AND SAFE MANNER. RESULTANT CUT OR FILL SLOPES

SHALL NOT BE EXCEED 4:1.

B. ACCESS TO WELL LOCATIONS: WELL LOCATION IS SHOWN ON THE DRAWINGS. THE

DRILLERS DESIRED ACCESS ROUTE TO WELL LOCATION SHALL BE PRE-APPROVED

PRIOR TO USE. COSTS ASSOCIATED WITH MINOR ROADWORK REQUIRED TO GET

EQUIPMENT TO THE WELL, IF APPLICABLE, WILL BE BY AND AT THE

CONTRACTOR’S EXPENSE. AFTER COMPLETION OF THE WELL AND REMOVAL OF

DRILLING EQUIPMENT, RETURN DISTURBANCES IN ACCESS ROUTE TO MATCH

EXISTING CONDITIONS.

A. DRILLER REQUIREMENTS: DRILLER SHALL HAVE A VALID LICENSE TO CONSTRUCT

WATER WELLS IN THE STATE OF COLORADO.

B. DRILLING LOCATION: DRILL WELL AT THE LOCATION AS SHOWN ON THE DRAWINGS

AND AS STAKED OR OTHERWISE DESIGNATED BY THE CONTRACTING OFFICER.

C. DRILLING DEPTH: ESTIMATED TOTAL DEPTH - 120 FEET.

02527 - 3

D. WELL SCREEN: SCREEN SHALL BE 20 FOOT IN LENGTH AND SECURELY ATTACHED

TO THE BOTTOM OF THE CASING AS RECOMMENDED BY THE SCREEN MANUFACTURER.

MINIMUM DEPTH OF THE TOP OF THE WELL SCREEN SHALL NOT BE LESS THAN 50

FEET FROM THE GROUND SURFACE. FINAL LOCATION OF WELL SCREEN TO BE

DETERMINED BY FINAL WELL DEPTH AND WATER LEVELS, AS RECOMMENDED BY THE

LICENSED WELL DRILLER AND APPROVED BY THE CONTRACTING OFFICER.

E. WELL CONSTRUCTION/CASING: SHALL BE ACCORDING TO THE STATE OF COLORADO

“WATER WELL CONSTRUCTION RULES 2 CCR 402-2”. CONSTRUCT AND OR INSTALL

DRILLING MATERIALS CASING, WELL SCREEN, STABILIZERS, ETC. AS

INSTRUCTED BY THE PERTINENT MANUFACTURER, WHEN APPLICABLE.

F. SANITARY WELL CAP: INSTALL AFTER COMPLETION OF THE WELL AND AFTER

REQUIRED TESTING HAS BEEN COMPLETED. INSTALL AS INSTRUCTED BY THE CAP

MANUFACTURER AND SO THE CAP CREATES AN AIRTIGHT SEAL ON THE WELL

CASING.

3.3 FIELD QUALITY CONTROL

A. ALIGNMENT: THE WELL SHALL BE DRILLED VERTICAL AND STRAIGHT.

B. WELL DEVELOPMENT: SHALL BE ACCORDING TO THE STATE OF COLORADO “WATER

WELL CONSTRUCTION RULES 2 CCR 402-2”, SUB-SECTION 10.6.

C. DISINFECTION: SHALL BE ACCORDING TO THE STATE OF COLORADO “WATER WELL

CONSTRUCTION RULES 2 CCR 402-2”, SUB-SECTION 10.6.

D. WATER QUALITY TESTING: AFTER COMPLETION OF THE WELL DRILLING AND

DEVELOPMENT, THE CONTRACTOR SHALL TAKE SAMPLE(S) TO A COLORADO STATE

CERTIFIED TESTING LABORATORY TO HAVE A FULL “POTABLE WATER TEST”

PERFORMED ON THE WELL WATER. SAMPLING CONTAINERS AND EQUIPMENT SHALL

BE AS SUPPLIED BY THE LABORATORY AND ACCORDING TO THE LABORATORY’S

TESTING INSTRUCTIONS FOR USE ON THE “POTABLE WATER TEST”. INCLUDING

BUT NOT LIMITED TO, TESTING SHALL BE PERFORMED TO DETERMINE THE LEVELS

OF HEAVY METALS, CARCINOGENS, AND ARSENIC IN ADDITION TO SAMPLE

REQUIREMENT LISTED BELOW.

1. PH-MEASUREMENT OF THE ACIDITY / BASICITY OF THE WATER.

2. TEMPERATURE OF THE WATER.

3. LANGELIER SATURATION INDEX – (LSI) IS A MEASUREMENT OF THE DEGREE

OF SATURATION OF CALCIUM CARBONATE IN WATER.

4. IRON (FE)

5. NITRATE (NO3-) AND NITRITE (NO2-)

6. MANGANESE (MG)

7. PERFLUOROOCTANOIC ACIS (PFOA)

8. PERFLUOROOCTANE SULFONATE (PFOS)

02527 - 4

9. LITHIUM (LI)

10. SULFATE

11. MICROSCOPIC PARTICULATE ANALYSIS (MPA) – EPA CONSENSUS METHOD (EPA

910-9-92-029). MPA SHALL BE TAKEN DURING THE MONTHS OF APRIL –

SEPTEMBER.

12. TOTAL COLIFORM BACTERIA AND FECAL COLIFORMS (E. COLI). (40 CFR

141).

13. INORGANIC CONTAMINANTS (IOCS) (INCLUDING ARSENIC).

14. VOLATILE ORGANIC CONTAMINANTS (VOCS).

15. SYNTHETIC ORGANIC CONTAMINANTS (SOCS).

E. WELL TESTING: THE CONTRACTOR SHALL MAKE A YIELD TEST ON THE COMPLETED

WELL.

F. ABANDONMENT OF THE EXISTING WELL: SHALL BE ACCORDING “RULE 16”, OF

THE STATE OF COLORADO “WATER WELL CONSTRUCTION RULES 2 CCR 402-2.

MINIMUM CUT OFF DEPTH SHALL BE 2 FT BELOW FINISHED GRADE.

02527 - 5

EXISTING WELL

A. UNITS: WELL DRILLING, CASING, WELL SCREEN, AND GROUTING WILL BE

MEASURED AND PAID FOR ON A LUMP SUM BASIS FOR THE COMPLETED WELL. RIG

OR STANDBY TIME WILL NOT BE PAID FOR, INCLUDING BUT NOT LIMITED TO,

GROUT SETUP PERIODS, STERILIZATION RETENTION TIME, TIME SPENT BY THE

CONTRACTOR COLLECTING SAMPLES, TESTING, OR WAITING ON CONTRACTOR-

SUPPLIED MATERIALS, FOR WATER-LEVEL RECOVERY PERIODS, FOR PUMPING TEST

DELAYS, FOR TIME OUTSIDE OF REGULAR WORKING SHIFTS, FOR WEEKEND OR

HOLIDAY PERIODS OR FOR TIME SPENT MAINTAINING EQUIPMENT.

02527 - 6

02572(1) DRILL WATER WELL . . . . . . . . . . . . . . . . LUMP SUM

02572(2) ABANDON WELL . . . . . .. . . . . . . . . . . . LUMP SUM

WATER DISINFECTION AND DISTRIBUTION

02514 - 1

SECTION 02514

WATER SYSTEM

A. SECTION INCLUDES: FURNISHING AND INSTALLING A DOMESTIC WATER SYSTEM.

INFORMATION AND REQUIREMENTS.

B. MANUFACTURER'S INSTRUCTIONS: SUBMIT ONE COPY OF MANUFACTURER'S

INSTRUCTIONS AND LITERATURE ON THE EQUIPMENT USED WITHIN THE WATER SYSTEM.

1.3 QUALITY ASSURANCE

A. FAILURE CRITERIA: NOT LIMITED TO THE FOLLOWING:

1. EVIDENCE OF LEAKAGE

2. EVIDENCE OF BREAKAGE OF PIPE

3. MALFUNCTIONING VALVES

4. BLOCKAGE OF PIPING

5. CONTAMINATION OF WATER, RENDERING IT NOT POTABLE

6. PRESSURE DROP

B. GENERAL REQUIREMENTS: ALL CHEMICALS AND MATERIALS THAT COME IN CONTACT WITH

THE TREATED OR PARTIALLY TREATED WATER SHALL COMPLY WITH ANSI/NSF 60 AND

61. ALL PIPES, TANKS, AND EQUIPMENT THAT CONVEY OR STORE WATER SHALL BE IN

ACCORDANCE WITH THE AWWA. MATERIALS SPECIFIED HEREIN HAVE MET THE APPROVAL

OF THE CDPHE, SUBSTITUTION SHALL NOT BE ALLOWED.

C. MANUFACTURER'S INFORMATION: CONTRACTOR SHALL HAVE A COPY OF THE

MANUFACTURER'S RECOMMENDATIONS FOR EACH MATERIAL OR PROCEDURE TO BE USED

FOR THIS PROJECT AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES.

A. PRESSURE TANK: SHALL BE A 30- OR 50-GALLON TANK UNLESS RECOMMEDED DIFFERETLY

AFTER WELLS WATER PRODUCTION RATE AND DEPTH OF WELL HAS BEEN DETERMINED.

CONSTRUCTED OF A CORROSION RESISTANT STEEL WITH A BLADDER DIAPHRAGM DESIGNED

FOR CONSISTENT PRESSURE. WHICH INCLUDES REQUIRED ACCESSORIES TO MAKE TANK

FUNCTIONAL, INCLUDED BUT NOT LIMITED TO THE PRESSURE TANK ASSEMBLY AND CHECK

VALVES, SHALL BE AS RECOMMENDED BY TANK MANUFACTURER.

02514 - 2

B. PLASTIC WATER PIPE: SHALL BE POLYVINYL CHLORIDE (PVC) AND/OR POLYETHYLENE

(PE) PLASTIC PIPE OR A COMBINATION OF BOTH, MINIMUM 200 PSI. PIPE SHALL BE

SPECIFICALLY DESIGNED FOR USE WITH POTABLE WATER AND SHALL CARRY THE

NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL WHEN USED IN POTABLE

WATER SYSTEMS. FITTINGS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER(S).

C. PIPE FITTINGS: FITTINGS SHALL BE THE SAME DIAMETER AS THE PIPE AND SHALL

BE AS RECOMMENDED BY THE PIPE MANUFACTURER. FITTINGS AND CONNECTIONS METHODS

TO PIPING SHALL BE COMPATIBLE FOR USE WITH POTABLE WATER SYSTEMS. FITTINGS

THAT CONNECT DIFFERENT TYPES OF PIPES SHALL BE SPECIFICALLY DESIGNED FOR

THE CONNECTION THE PIPE TYPES.

D. CURB VALVE/CURB BOX: VALVE SHALL BE 1-1/2” BRASS, MUELLER MARK II ORISEAL

OR APPROVED QUAL. CURB BOX SHALL BE EXTENSION TYPE, AND CAPABLE OF EXTENDING

FROM THE VALVE/WATERLINE TO NEAR THE FINISHED GRADE SURFACE AS SHOWN ON THE

DRAWINGS. CURB KEY SHALL BE AS RECOMMENDED BY THE VALVE MANUFACTURER, AND

COMPATIBLE FOR USE WITHIN THE CURB BOX. ROD LENGTH SHALL BE AS CLOSE TO

THE FINAL LENGTH OF THE CURB BOX AS FEASIBLE. CURB BOX SHALL INCLUDE A

CAST-IRON ONE-PIECE LID AND TOOL REQUIRED FOR OPENING/CLOSING LID

E. GALVANIZED PIPE/FITTINGS: SHALL HAVE LESS THAN 0.25% LEAD BY WEIGHT AND

SHALL MEET THE REQUIREMENTS OF NSF-61. SIZES OF PIPE AND FITTINGS ARE AS

SHOWN ON THE DRAWINGS.

F. HYDRANT: SANITARY YARD HYDRANT, FROST FREE. MINIMUM 69-INCH TOTAL LENGTH,

MURDOCK M-3904 OR APPROVED EQUAL.

G. VALVE BOX: POLYETHYLENE BOX WITH LID, SPECIFICALLY DESIGNED TO BE PARTIALLY

BURIED. SIZE SHALL BE A MINIMUM OF 2.5 TIMES THE SIZE OF THE FITTINGS OR

VALVES TO BE SET INSIDE THE VALVE BOX.

H. FITTINGS/VALVES: FITTINGS AND VALVES NOT SPECIFIED HEREIN BUT SHOWN ON THE

DRAWINGS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER, THE SAME DIAMETER

AS THE PIPE, AND COMPATIBLE WITH THE APPLICABLE TYPE OF PIPE TO WHICH THEY

WILL BE INSTALLED.

I. HOSE CONNECTION VACUUM BREAKERS: LEAD FREE BRASS OR NICKEL PLATED,

SELF-DRAINING VACUUM BREAKER, ARROWHEAD 59 APB OR APPROVED EQUAL.

J. PITLESS ADAPTER: 1 ¼” CAST STAINLESS STEEL, SIZED TO FIT THE CASING DIAMETER.

PITLESS ADAPTER SHALL INCLUDE ALL GASKETS AND/OR COMPRESSIONS RINGS TO MAKE

A WATERTIGHT SEAL BETWEEN THE ADAPTER AND WELL CASING. PITLESS ADAPTER

SHALL COMPLY TO NSF/ANSI 372 FOR USE WITH POTABLE WATER SYSTEMS.

3.1 INSTALLATION

A. PRESSURE TANK: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE

APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS. SET TANK ON CONCRETE BLOCKS

AS SHOWN ON THE DRAWING. INSTALL FITTINGS ASSOCIATED AND/OR REQUIRED TO MAKE

TANK FUNCTIONAL AS RECOMMENDED BY TANK MANUFACTURER.

02514 - 3

B. PLASTIC WATER PIPE: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE

APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS.

F. PIPE FITTINGS: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE

G. GALVANIZED PIPE/FITTINGS: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND

AT THE APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS.

H. HYDRANT: INSTALL AS RECOMMENDED BY THE MANUFACTURER(S) AND AT THE

I. VALVE BOX: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE APPROXIMATE

LOCATION AS SHOWN ON THE DRAWINGS.

J. CURB STOP & VALVE BOX: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT

THE APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS. ADJUST VALVE BOX AND

CURB KEY SO KEY IS APPROXIMATELY LEVEL WITH THE TOP OF THE CURB BOX. VALVE

BOX LID FINISHED ELEVATION SHALL BE APPROXIMATELY 1 INCH ABOVE THE ADJACENT

FINISHED GROUND ELEVATIONS. CURB STOP TOP SHALL BE SET AS SO IT IS IN THE

APPROXIMATE CENTER OF THE VALVE BOX, ALL DIRECTIONS.

K. FITTINGS/VALVES: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE

L. ANCHORAGES: INSTALL AS RECOMMENDED BY THE MANUFACTURER AND AT THE

APPROXIMATE LOCATION AS SHOWN ON THE DRAWINGS. INSTALL ANCHORS AS NEEDED

FOR SUPPORT PIPE AND AT ALL LOCATIONS WHERE PIPE IS NOT SECURELY HELP IN

PLACE. ANCHOR’S NOT SHOWN ON DRAWINGS.

M. STEEL GRATE: INSTALL STEEL GRATE AS SHOWN ON THE DRAWINGS.

O. PITLESS ADAPTER: INSTALL AS INSTRUCTED BY THE MANUFACTURER AND AT A MINIMUM

DEPTH A MINIMUM OF 48” BELOW GROUND LEVEL. ENSURE ADAPTER HAS A WATERTIGHT

SEAL BETWEEN TO THE CASING AND THERE ARE NO OPENINGS OUTSIDE OF THE ADAPTER.

A. UNITS: THE WORK DESCRIBED IN THIS SECTION WILL BE MEASURED AND PAID FOR ON

A LUMP SUM BASIS.

02514(1) WATER SYSTEM . . . . . . . . . . . . . . . . . . . LUMP SUM

02514 - 4

DISINFECTION OF WATER DISTRIBUTION

02512 - 1

SECTION 02512

A. SECTION INCLUDES: THE DISINFECTION OF THE COMPLETE WATER SYSTEM.

A. DISINFECTANT: SODIUM HYPOCHLORITE, CLOROX, 8.25%, OR OTHER AWWA B 300

APPROVED BRAND.

3.1 EXAMINATION

A. VERIFICATION OF CONDITIONS: VERIFY THAT THE PIPING SYSTEM HAS BEEN

CLEANED.

3.2 PREPARATION

A. TESTING: PRIOR TO STARTING WORK, FLUSH WATER LINES TO REMOVE ALL DEBRIS

PRIOR TO DISINFECTING.

3.3 APPLICATION

A. DISINFECTION: DISINFECT THE WATER DISTRIBUTION SYSTEM AS FOLLOWS:

1. DISINFECTION: MIX 2-3 CUPS CLOROX 8.25% BLEACH WITH APPROXIMATELY 5

GALLONS WATER. POUR CHLORINATED WATER INSIDE THE WELL CASING.

CIRCULATE THE CHLORINATED WATER IN THE WELL FOR APPROXIMATELY ONE HOUR,

CONTINUALLY COVERING ALL COMPONENTS OF THE WELL WITH THE CHLORINATED

WATER, INCLUDING BUT NOT LIMITED TO THE WELL CASING, WIRING, AND WELL

CAP. AFTER THE ONE HOUR MINIMUM, SECURE THE WELL CAP ONTO THE CASING.

FLOW THE CHLORINATED WATER THROUGH THE ENTIRE WATER SYSTEM. OPEN TAPS

AND VALVES AND LEAVE OPEN UNTIL AN ODOR OF THE DISINFECTANT IS

NOTICEABLE IN THE WATER COMING FROM THE OUTLETS. AFTER THIS OCCURS,

CLOSE THE TAPS AND VALVES.

2. DOSAGE: CHLORINE CONCENTRATION IN SOLUTION SHALL BE 100 TO 150 PPM.

QUANTITY OF BLEACH SPECIFIED IS BASED ON 8.25% SODIUM HYPOCHLORITE AND

APPROXIMATELY 70 GALLONS OF WATER STORAGE WITHIN THE EXISTING WELL.

02512 - 2

ADJUST VOLUME OF BLEACH AS REQUIRED TO MAINTAIN THE 100 TO 150 PPM

CONCENTRATION.

3. TESTING PERIOD: ALLOW DISINFECTANT TO REMAIN IN THE SYSTEM FOR

APPROXIMATELY 24 HOURS.

4. FLUSHING: THOROUGHLY FLUSH THE SYSTEM TO REMOVE THE DISINFECTANT FROM

THE SYSTEM. CONTINUE FLUSHING UNTIL THE FREE CHLORINE RESIDUAL IS LESS

THAN 4.0 MG/L.

B. BACTERIOLOGICAL EXAMINATION: COLLECT ONE WATER SAMPLE OF THE FINISHED

WATER AT A SAMPLE LOCATION DESIGNATED BY THE CONTRACTING OFFICER AND HAVE

WATER TESTED FOR TOTAL COLIFORM, FECAL, AND E-COLI BACTERIA. TESTING SHALL

BE PERFORMED BY A CDPHE CERTIFIED TESTING LABORATORY. SAMPLE COLLECTION

CONTAINERS AND SAMPLING METHODS SHALL BE AS INSTRUCTED BY THE TESTING

LABORATORY.

A. UNITS: THE WORK DESCRIBED IN THIS SECTION WILL NOT BE MEASURED FOR PAYMENT.

A. PAYMENT: NO DIRECT PAYMENT FOR THE WORK DESCRIBED UNDER THIS SECTION WILL

BE MADE. CONSIDERATION FOR THIS ITEM SHALL BE INCLUDED IN THE BID PRICE

FOR OTHER ITEMS OF THE CONTRACT.

AGGREGATE SURFACING

02730 - 1

SECTION 02730

A. SECTION INCLUDES: WORK SHALL CONSIST OF PLACING AND COMPACTING

CONTRACTOR FURNISHED CRUSHED AGGREGATE SURFACING MATERIAL ON A

PREPARED ROADBED, AND PARKING AREA.

PART 2: MATERIALS

2.1 GENERAL REQUIREMENTS

A. IMPORTED CRUSHED AGGREGATE FOR ROAD AND PARKING AREAS: AGGREGATE SHALL

CONSIST OF HARD, DURABLE PARTICLES OR FRAGMENTS OF STONE OR GRAVEL,

CRUSHED TO THE SIZE AND OF THE QUALITY REQUIREMENTS FOR CRUSHED

AGGREGATE MATERIALS NORMALLY USED LOCALLY IN THE CONSTRUCTION AND

MAINTENANCE OF HIGHWAYS BY FEDERAL OR STATE AGENCIES AND SHALL BE

ACCORDING TO AASHTO M 147. THE AGGREGATES COMPLY WITH COLORADO

DEPARTMENT OF TRANSPORTATION (CDOT) CLASS 6.

B. AGGREGATE FOR ROAD AND PARKING AREAS: A MATERIALS COMPLIANCE SUBMITTAL

VERIFYING THE AGGREGATE MEETS CDOT CLASS 6 SHALL BE SUPPLIED PRIOR TO

PLACING ANY MATERIAL. AGGREGATE SHALL BE SUPPLIED FROM A COMMERCIALLY

OPERATED SAND AND GRAVEL SUPPLIER AND SHALL MEET THE CDOT CLASS 6

REQUIREMENTS FROM EXISTING STOCKPILED MATERIAL. MIXING OF ADDITIONAL

MATERIAL(S) BY THE CONTRACTOR TO BRING OUT OF SPECIFIED MATERIAL INTO

COMPLIANCE SHALL NOT BE ALLOWED. WEIGHING OF MATERIAL SHALL BE

PERFORMED BY AN EMPLOYEE OF THE SAND AND GRAVEL SUPPLY COMPANY.

WEIGHT TICKETS SHALL INCLUDE THE COMPANY SUPPLIER NAME, TICKET NUMBER,

PROJECT NAME, GROSS WEIGHT, TARE WEIGHT, NET WEIGHT, AND TIME AND DATE

AT TIME(S) OF WEIGHING FOR EACH TRUCK LOAD OF MATERIAL. TARE

WEIGHT(S) OF TRUCKS SHALL BE REQUIRED ON EVERY LOAD OF AGGREGATE

SUPPLIED.

3.1 CONSTRUCTION REQUIREMENTS

A. PREPARATION: PRIOR TO PLACING AGGREGATE, FOOTPRINT OF THE PROPOSED

AREA SHALL BE BLADED AND SHAPED TO REASONABLY CLOSE CONFORMITY WITH

THE LINE, GRADE, AND CROSS SECTIONS FOR SUBGRADE AS SHOWN ON THE

DRAWINGS OR ESTABLISHED BY THE CONTRACTING OFFICER. JOINING OF THE

PROPOSED AND EXISTING RIDING SURFACES AND AS NEEDED TO DIVERT WATER

OFF THE PROPOSED FOOTPRINT IF APPLICABLE.

B. PLACING: THE MATERIAL SHALL BE PLACED ON THE PREPARED SURFACE IN A

SINGLE LAYER AND SPREAD AND COMPACTED FINISHED DEPTH.

02730 - 2

C. CLASS 6 AGGREGATE: COMPACTED FINISHED DEPTH SHALL BE 6”.

1. PLACING SHALL BE FROM VEHICLES EQUIPPED TO DISTRIBUTE THE

MATERIAL IN A UNIFORM LAYER OR WINDROW. THE LAYER OR WINDROW

SHALL BE SUCH SIZE THAT WHEN SPREAD AND COMPACTED, THE LAYER

SHALL HAVE THE REQUIRED THICKNESS.

2. WHEN HAULING IS DONE OVER PREVIOUSLY PLACED MATERIAL, HAULING

EQUIPMENT SHALL BE ROUTED AS UNIFORMLY AS POSSIBLE OVER THE

ENTIRE WIDTH OF PREVIOUSLY CONSTRUCTED LAYERS.

D. COMPACTING: AS PER SECTION 02315 3.3 A.

E. THICKNESS REQUIREMENTS: THE THICKNESS OF THE COMPLETED COURSE SHALL

NOT VARY MORE THAN 1/2-INCH.

4.1 METHODS OF MEASUREMENT

A. METHOD: THE QUANTITY TO BE PAID FOR WILL BE THE NUMBER OF TONS OF

MATERIAL PLACED WITHIN THE SPECIFIED WORK AREA, COMPACTED AND ACCEPTED

IN THE COMPLETED COURSE. COSTS ASSOCIATED WITH SUBGRADE OR BEDDING

MATERIAL IS NOT INCLUDED IN THE AGGREGATE SURFACING QUANTITY AND SHALL

BE INCLUDED IN THE BID PRICES OF OTHER BID ITEMS. WEIGHING OF MATERIAL

SHALL BE AT CONTRACTOR'S EXPENSE. A WEIGHT RECEIPT FOR EACH LOAD OF

MATERIAL SHALL BE FURNISHED BY THE CONTRACTOR.

A. GENERAL: PRICES AND PAYMENT WILL BE FULL COMPENSATION FOR THE WORK

PAYMENT WILL BE MADE UNDER:

02730(1) CLASS 6 AGGREGATE SURFACING . . . . . . . . TON

SEPTIC SYSTEM

02731 - 1

SECTION 02731

PART 1 - GENERAL

A. THIS SECTION COVERS FURNISHING AND INSTALLING ALL MATERIALS NECESSARY

FOR THE CONSTRUCTION OF THE HOLDING TANK SYSTEM.

B. THE LOCATION OF HOLDING TANK SYSTEM IS SHOWN ON THE PLANS, BUT EXACT

LOCATION WILL BE FIELD STAKED BY THE ENGINEER, PRIOR TO COMMENCEMENT OF

WORK.

1.2 QUALITY ASSURANCE

A. CONSTRUCTION OF THE SEPTIC SYSTEM SHALL COMPLY WITH THE APPLICABLE

PORTIONS OF THE UNIFORM PLUMBING CODE.

B. ALL PARTS OF THE SEPTIC SYSTEM SHALL COMPLY WITH THE EAGLE COUNTY

SEWAGE DISPOSAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATION OF ALL NECESSARY SITE VISITS FOR SYSTEM INSPECTION BY

EAGLE COUNTY.

C. FAILURE CRITERIA: INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

1. EVIDENCE OF LEAKAGE

2. BROKEN PIPES AND FITTINGS OR NOT MEETING THE REQUIRED PIPESIZING.

3. FAILURE TO MEET MINIMUM COVER DEPTH AS SHOWN

4. FAILURE TO NOT MEET REQUIRED SITE VISITS AND INSPECTIONS.

5. FAILURE TO NOT ACQUIRE THE PROPER PERMITS.

1.3 SUBMITTALS

A. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND INSTALLATION

INSTRUCTIONS FOR SEPTIC SYSTEM'S MATERIALS AND PRODUCTS.

B. SUBMIT MAINTENANCE DATA AND PARTS LISTS FOR SEPTIC SYSTEM'S MATERIALS

AND PRODUCTS.

C. SUBMIT MANUFACTURER'S SHOP DRAWING OF DISTRIBUTION BOXES, HOLDING AND

SEPTIC TANKS TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION.

PART 2 - PRODUCTS

2.1 UNDERGROUND - TYPE PLASTIC OR CONCRETE

A. FOIL DETECTION TAPE SHALL BE MANUFACTURER'S STANDARD, PERMANENT,

BRIGHT-COLORED, CONTINUOUS-PRINTED PLASTIC TAPE, INTENDED FOR DIRECT-

BURIAL SERVICE; NOT LESS THAN 6 INCHES WIDE X 4 MILS THICK. TAPE SHALL

BE GREEN TAPE WITH BLACK PRINTING READING "CAUTION SEWER LINE BELOW".

2.2 GENERAL

A. SEWER HOOKUPS AND SEWER LINES SHALL BE CONSTRUCTED AS SHOWN ON

02731 - 2

DRAWINGS. ALL PIPE, ELS, TEES, COUPLINGS, AND OTHER RELATED ITEMS, FOR

THE SEWER LINE FROM HOOKUP TO SEPTIC OR HOLDING TANK, SHALL BE 4 INCH

PVC, SCHEDULE 40 AS SHOWN ON THE DRAWINGS. ELASTOMERIC JOINTS SHALL BE

THE BRAND AS RECOMMENDED BY THE PIPE MANUFACTURER, AND APPROVED BY THE

CONTRACTING OFFICER.

B. POLYVINYLCHLORIDE (PVC) SEWER AND DRAIN PIPE SHALL MEET THE

REQUIREMENTS OF ASTM D 3034.

C. ELASTOMERIC SEALS SHALL COMPLY WITH REQUIREMENTS DESCRIBED IN ASTM F

477 OR F 913. LUBRICANTS USED FOR THE ASSEMBLY OF GASKET JOINTS SHALL

HAVE NO DETRIMENTAL EFFECT ON THE GASKET OR ON THE PIPE. ELASTOMERIC

JOINTS SHALL BE DESIGNED SO THAT WHEN ASSEMBLED, THE GASKET WILL BE

COMPRESSED IN THE JOINT TO FORM A POSITIVE SEAL. THE JOINT SHALL BE

DESIGNED TO AVOID DISPLACEMENT OF THE GASKET WHEN ASSEMBLED IN

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION.

2.3 HOLDING TANK

A. THE HOLDING TANK SHALL MEET THE GENERAL REQUIREMENTS OF THE

MANUFACTURERS, AND SHALL CONFORM TO THE EAGLE COUNTY SEWAGE DISPOSAL

REGULATIONS.

B. HOLDING TANK SHALL COMPLY WITH EAGLE COUNTY REGULATIONS.

C. HOLDING TANK SHALL BE SEALED AND COATED AS PER THE REQUIREMENTS OF THE

MANUFACTURER.

2.4 MANHOLES

A. ACCESS MANHOLE RINGS SHALL BE INSTALLED WITH WATER TIGHT RISERS TO OR

ABOVE FINAL GRADE WITH A WATER TIGHT LID FLUSH WITH OR ABOVE THE FINAL

GRADE WITH A SECURE CLOSING MECHANISM.

B. THE INSPECTION MANHOLES SHALL BE CONSTRUCTED. ALL PIPING AND FITTINGS

SHALL BE OF THE DIAMETERS AND DIMENSIONS SHOWN ON DRAWINGS. FITTINGS

ARE TYPICAL, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING TYPES AND

QUANTITIES REQUIRED FOR INSTALLATION.

PART 3 - CONSTRUCTION

3.1 GENERAL

A. DURING BACK-FILLING OF TRENCHES, INSTALL CONTINUOUS UNDERGROUND-TYPE

PLASTIC LINE MARKER, LOCATED DIRECTLY OVER BURIED LINE AS SHOWN ON

DRAWINGS. TRENCHING SHALL MEET THE REQUIREMENTS OF SECTION 02321.

3.2 INSTALLATION OF HOLDING TANK

A. EXCAVATION AND BACKFILL TO INSTALL HOLDING TANK SHALL BE CONSIDERED

INCIDENTAL TO THIS ITEM OF WORK.

1. INSTALL THE HOLDING TANK AS ACCORDING TO MANUFACTURERS

INSTRUCTIONS.

02731 - 3

3.3 TESTS:

A. AFTER TANK INSTALLATION, BUT BEFORE BACKFILLING, FILL TANK WITH WATER

TO OUTLET INVERT AND LET STAND A MINIMUM OF 12 HOURS TO CHECK FOR

LEAKAGE.

B. IF LEAKS OCCUR, MARK THE AREAS, DRAIN THE TANK, AND ALLOW TO DRY

THOROUGHLY. GRIND THESE AREAS AND REPAIR WITH BONDING AGENT.

C. RECOAT REPAIRED AREA WITH APPROPRIATE SURFACE COATINGS, AND REPEAT

WATER TEST.

D. THE TANK SHALL BE WATERTIGHT BEFORE BACKFILLING. IF TANK FAILS TO BE

LEAK PROOF AFTER SECOND REPAIR, REPLACE WITH NEW TANK.

E. WATER USED TO TEST THE SEPTIC TANKS SHALL NOT BE DISPOSED OF IN THE

SEWAGE ABSORPTION FIELD.

PART 4 - MEASUREMENT

4.1 METHOD

THE METHOD OF MEASUREMENT AND PAYMENT SHALL BE ON A LUMP SUM BASIS.

PART 5 - PAYMENT

5.1 PAYMENT

PRICES AND PAYMENT WILL BE FULL COMPENSATION FOR THE WORK DESCRIBED IN

THIS SECTION. PAYMENT WILL BE MADE UNDER:

PAYMENT WILL BE MADE UNDER:

02731(01) SEPTIC SYSTEM ........................... LUMP SUM

MINOR CONCRETE

03306 - 1

SECTION 03306

A. SECTION INCLUDES: FURNISHING AND PLACING CAST-IN-PLACE CONCRETE, INCLUDING

FORMWORK.

1.3 QUALITY ASSURANCE

A. GENERAL: FORMING, PLACING, AND FINISHING CONCRETE WITHIN THE POTABLE

HYDRANTS, AND SEWER HOOKUPS.

B. CAUSES FOR REJECTION: CONCRETE MAY BE REJECTED FOR, BUT NOT LIMITED TO,

THE FOLLOWING REASONS:

1. FREEZING WITHIN THE FIRST 3 DAYS OF PLACEMENT

2. EXCESSIVE OR INADEQUATE SLUMP

3. SEGREGATION OF AGGREGATE OR OVER-VIBRATION RESULTING IN EXCESSIVE

WATER IN THE SURFACE OF THE CONCRETE

4. HONEYCOMB OVER 25% OF THE SURFACE

5. VOIDS LARGER THAN 2 INCHES ACROSS

6. EXPOSED REINFORCING STEEL

7. MISALIGNMENT OF CONCRETE

8. SUBSTANDARD AGGREGATE IN THE MIX

9. FAILURE TO APPLY CURE/SEALER WITHIN 24 HOUR AFTER COMPLETION OF POUR.

A. GENERAL: CONCRETE SHALL BE READY MIX AS PER 2.1 B WITH THE OPTION OF USING

BAG CONCRETE AS PER 2.1 C FOR CONSTRUCTION OF THE CONCRETE WITHIN WATER

HYDRANT, AND SEWER HOOKUP PLATFORMS.

B. READY MIX CONCRETE: READY-MIXED CONCRETE SHALL BE ACCORDING TO ASTM C 94

AND BE DESIGNED FOR A 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI, AND A MAXIMUM

SLUMP OF 4 INCHES AS DETERMINED BY ASTM C 143.

C. SACK CONCRETE MIX: SHALL BE DESIGNED FOR A 28-DAY COMPRESSIVE STRENGTH OF

4000 PSI, AND A SLUMP OF 4 INCHES AS DETERMINED BY ASTM C 143.

D. CONCRETE CURING COMPOUND: CLEAR ALL RESIN, DISSIPATING WATER BASED

CURING COMPOUND, MEETING ASTM C-309 REQUIREMENTS. DAYTON SUPERIOR J11W OR

APPROVED EQUAL.

03306 - 2

E. FIBER: 100% VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS SPECIFICALLY

MANUFACTURED FOR USE AS CONCRETE SECONDARY REINFORCEMENT, INSTALLED AT 1.5

POUNDS PER CUBIC YARD OF CONCRETE.

F. WATER: POTABLE WATER SHALL BE USED FOR MIXING CONCRETE.

G. AIR-ENTRAINING ADMIXTURE: ASTM C260. THE AMOUNT OF AIR SHALL BE 4 TO 6

PERCENT WHEN MAXIMUM AGGREGATE SIZE IS 3/4-INCH, AND 4.5 TO 7.5 PERCENT

WHEN MAXIMUM AGGREGATE SIZE IS 3/8-INCH. A VARIATIONS OF PLUS OR MINUS

1 PERCENT IS ALLOWABLE.

A. SUBBASE PREPARATION: SUBBASE SHALL BE CONSTRUCTED AS SHOWN IN DRAWINGS AND

SHALL BE COMPACTED IN ACCORDANCE TO SECTION 02315 - EXCAVATION AND FILL.

B. FORM CONSTRUCTION: ACI 347R. CONSTRUCT FORMS TO THE SIZES, SHAPES, LINES,

AND DIMENSIONS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE

CONSTRUCTION AIDS AND IMBEDDED ITEMS SUCH AS SHOWN ON THE DRAWINGS.

FABRICATE FORMS FOR EASY REMOVAL WITHOUT HAMMERING OR PRYING AGAINST THE

CONCRETE SURFACES. FORM OIL MAY BE APPLIED TO FACILITATE REMOVAL OF FORMS.

FORMS AND SUBBASE SHALL BE WET BEFORE PLACEMENT OF CONCRETE.

C. FORM INSPECTION: NOTIFY THE CONTRACTING OFFICER 48 HOURS IN ADVANCE OF

CONCRETE PLACEMENT TO ALLOW FOR INSPECTION OF FORMING AND PLACEMENT OF ITEMS

TO BE IMBEDDED IN THE CONCRETE. EXCESS WATER SHALL BE REMOVED FROM THE FORMS

BEFORE CONCRETE PLACEMENT.

3.2 CONCRETE PLACEMENT

A. PLACEMENT AND CONSOLIDATION: CONCRETE SHALL BE DEPOSITED AS NEARLY AS

PRACTICAL TO ITS FINAL POSITION TO AVOID FLOW CAUSING SEGREGATION OF THE

AGGREGATE. CONCRETE SHALL NOT BE DROPPED MORE THAN 5 FEET VERTICALLY

WITHOUT THE USE OF A TREMIE OR SIMILAR DEVICE.

B. CONCRETE PLACEMENT UNDER ADVERSE CONDITIONS: DURING HOT WEATHER, REFER TO

ACI 305R. DURING COLD WEATHER, REFER TO ACI 306R. MATERIALS REQUIRED FOR

PROTECTION SHALL BE ON THE JOBSITE BEFORE CONCRETE WORK IS STARTED. DO NOT

PLACE CONCRETE ON A FROZEN SUBGRADE OR AGAINST SURFACES HAVING DEPOSITS

OF FROST, SNOW, OR ICE.

3.3 CONCRETE FINISHING

A. CONCRETE SURFACE FINISHES: CONCRETE SLABS SHALL BE GIVEN BROOM FINISH.

BROOMS SHALL HAVE A MINIMUM WIDTH OF 18 INCHES AND SHALL BE APPLIED

PERPENDICULAR TO THE CENTERLINE. EDGES SHALL BE FORMED WITH A METAL TOOL

TO LEAVE A SMOOTH BORDER ON THE CONCRETE.

B. FORM REMOVAL:…