ACFT Bid Drawings.pdf

ALTERNATES

ALTERNATE #1 - ELECTRICAL CONNECTION TO SITE

ALTERNATE #2 - LIGHTING

ALTERNATE #3 - SOUND SYSTEM

ALTERNATE #4 - BIRD NETTING

AREA OF WORK

SECONDARY

GATE

PRIMARY

GATE

EAST GATE

(EXIT ONLY)

WEST MAIN STREET

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HARDING

PERKINS

CORSON

CAMBELL

McPHERSON

BROWN

MARSHALL

ROBERTS

BUTTE

LAWRENCE

CUSTER

FALL RIVER

MEADE

SHANNON

BENNETT

WASHABAUGH

JACKSON

HAAKON

ZIEBACH

DEWEY

STANLEY

JONES

MELLETTE

TODD

TRIPP

LYMAN

HUGHES

SULLY

POTTER

WALWORTH

EDMUNDS

FAULK

SPINK

HYDE

HAND

BUFFALO

BRULE

CHARLES

MIX

GREGORY

DAY

CLARK

CODINGTON

GRANT

DEUEL

HAMLIN

BEADLE

KINGSBURYBROOKINGS

JERAULD

MINER

LAKE

MOODY

AURORA

McCOOKMINNEHAHA

DOUGLAS

HUTCHINSON

TURNER

LINCOLN

BON

HOMME

YANKTON

CLAY

SANBORN

D A V

IS

O N

H A N S O N

UNION

SHEET No:

SOUTH DAKOTA

DEPARTMENT OF THE MILITARY

INSTALL ACFT FIELD WITH OVERHEAD STRUCTURE - CAMP RAPID

CFMO# 467121

RAPID CITY, SD

AUGUST 2025

STATE REFERENCE MAP

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UNAUTHORIZED CHANGES

THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR

LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL

CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE

PREPARER OF THESE PLANS. THE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE

DESIGN HEREON.

NOTICE TO CONTRACTOR

THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH

GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE/SHE WILL BE

REQUESTED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB

SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE

PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS. THE CONSTRUCTION CONTRACTOR FURTHER

AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION

WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY

ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN ENGINEER.

CITY MAP

DATE:

SUBMITTAL:

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G-001

8/19/2025

SHEET INDEX

GENERAL

G-001 COVER SHEET

G-002 GENERAL NOTES

CIVIL

C-001 CIVIL LEGEND

C-002 CIVIL GENERAL NOTES

C-003 CIVIL GENERAL NOTES

C-004 CIVIL GENERAL NOTES

C-100 SURVEY CONTROL

C-101 EROSION CONTROL

C-102 STAGING & TRAFFIC CONTROL

C-103 SITE GRADING

C-200 STORM SEWER PLAN AND PROFILES

C-201 STORM SEWER PLAN AND PROFILES

C-500 CIVIL DETAILS

C-501 CIVIL DETAILS

C-502

ARCHITECTURAL

A-101 FLOOR PLAN

A-102 ROOF PLAN

A-201 DETAILS

A-301 REFLECTED CEILING PLAN

A-401 EXTERIOR ELEVATIONS

A-501 BUILDING SECTIONS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS

S-101 FOUNDATION PLAN

S-601 FOUNDATION DETAILS AND SCHEDULES

S-602 FOUNDATION DETAILS

S-603 FOUNDATION DETAILS

S-604 FOUNDATION DETAILS

S-605 FOUNDATION DETAILS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS & SYMBOLS

E-002 ELECTRICAL SPECIFICATIONS

E-003 ELECTRICAL SPECIFICATIONS

E-911 ALTERNATE #1 - ELECTRICAL SITE PLAN

E-912 ALTERNATE #1 - ELECTRICAL DETAILS

E-913 ALTERNATE #1 - ELECTRICAL SCHEDULES

E-914 ALTERNATE #1 - SOUND SYSTEM DETAILS

E-921 ALTERNATE #2 - LIGHTING PLAN

E-922 ALTERNATE #2 - ELECTRICAL DETAILS & SCHEDULES

E-931 ALTERNATE #3 - SOUND SYSTEM PLAN

CIVIL DETAILS

CODE INFORMATION

PROJECT DESCRIPTION:

THIS FACILITY IS A COVERED TURF AND CONCRETE TRAINING SPACE.

APPLICABLE CODES:

2021 - INTERNATIONAL BUILDING CODE

2021 - INTERNATIONAL MECHANICAL CODE

2015 - UNIFORM PLUMBING CODE

2021 - INTERNATIONAL FUEL GAS CODE

2009 - INTERNATIONAL ENERGY CODE

2020 - NATIONAL ELECTRICAL CODE

2021 - INTERNATIONAL FIRE CODE

2017 - ANSI A117.1

OCCUPANCY TYPE (CHAPTER 3)

TYPE A-5 OCCUPANCY

BUILDING HEIGHTS AND AREAS (CHAPTER 5)

BASIC ALLOWABLE

UNLIMITED GROSS SQ.FT.

UNLIMITED STORIES,

40'-0" HIGH ABOVE GRADE

PROPOSED BUILDING

15,000 GROSS SQ.FT.

1 STORY

26'-8" HIGH ABOVE GRADE

TYPES OF CONSTRUCTION (CHAPTER 6)

TYPE V-B CONSTRUCTION

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

PRIMARY STRUCTURAL FRAME ----------------------------------------------------- 0 HOUR

FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS - 0 HOUR

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS --- 0 HOUR

FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON

FIRE SEPARATION DISTANCE (TABLE 602)

X < 5FT 1 HOUR

5FT ≤ X < 10FT 1 HOUR

10FT ≤ X < 30FT 0 HOUR

X ≥ 30FT 0 HOUR

MEANS OF EGRESS (CHAPTER 10)

1004 DESIGN OCCUPANT LOADS

TOTAL OCCUPANTS 300

ROOF ASSEMBLIES AND ROOFTOP STRUCTURES (CHAPTER 15)

1505.1 FIRE CLASSIFICATION (TABLE 1505.1)

MINIMUM ROOF COVERING CLASSIFICATION C

ARCHITECTURAL GENERAL NOTES

1. THESE CONSTRUCTION DRAWING SHEETS ARE TO BE READ IN CONJUNCTION WITH THE

PROJECT MANUAL.

2. WHEN DRAWINGS AND PROJECT MANUAL CONFLICT, BIDDER SHALL REQUEST WRITTEN

CLARIFICATION FROM THE ARCHITECT PRIOR TO BIDDING. IF CLARIFICATION IS NOT

OBTAINED PRIOR TO BIDDING, THE FOLLOWING SHALL BE USED TO DETERMINE SCOPE OF

BID: MATERIAL SIZE AND QUANTITY SHALL BE DETERMINED BY DRAWINGS, QUALITY IS

DETERMINED BY PROJECT MANUAL. FINAL DETERMINATION SHALL BE BY THE ARCHITECT

OR ENGINEER PRIOR TO CONSTRUCTION OR FABRICATION.

3. ERRORS ARE TO BE REPORTED IMMEDIATELY TO THE ARCHITECT.

4. STRUCTURAL DRAWINGS GOVERN FOR SIZES, SPACING, AND CONNECTIONS OF ALL

STRUCTURAL MATERIALS AND MEMBERS. IN THE CASE OF DISCREPANCIES, CONSULT WITH

THE ARCHITECT/ENGINEER BEFORE COMMENCEMENT OF WORK.

5. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY

MANNER THROUGHOUT THE COURSE OF THE JOB. MAINTAIN CLEANLINESS THROUGHOUT -

DO NOT BLOCK EXITS, ENTRANCES, ETC. PROTECT AREA FROM DAMAGE WHICH MAY

OCCUR FROM DEMOLITION DUST, WATER, ETC. PROVIDE AND MAINTAIN TEMPORARY

BARRICADES, ETC. AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF

CONSTRUCTION. DAMAGE OF EXISTING STRUCTURES AND EQUIPMENT SHALL BE REPAIRED

OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE

CONTRACTOR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFTOVER MATERIALS,

DEBRIS, TOOLS, AND EQUIPMENT INVOLVED AT THE CONCLUSION OF THE INSTALLATION.

THE CONTRACTOR SHALL LEAVE ALL AREAS CLEAN. ALL FIXTURES AND REUSABLE

MATERIALS TO BE REMOVED ARE TO BE STORED OR DISPOSED OF AS PER OWNERS

INSTRUCTIONS.

7. CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT WORKERS FROM INJURY OR

EXPOSURE TO DANGEROUS MATERIALS DURING THE WORK BY THE CONTRACTOR, AS PER

OSHA REGULATIONS AND FIRE-WATCH AS PER THE SUPPLEMENTAL CONDITIONS IN THE

PROJECT MANUAL.

8. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT / ENGINEER IF ADDITIONAL DIMENSIONS ARE

REQUIRED OR DISCREPANCIES DISCOVERED.

9. ALL EXISTING FACILITY DIMENSIONS ARE TO BE VERIFIED ON SITE.

10. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SHOP

DRAWING APPROVAL AND CONSTRUCTION. SEE PROJECT MANUAL WHERE FIELD

VERIFICATION CANNOT BE OBTAINED PRIOR TO SHOP DRAWING APPROVAL.

11. FOR ADDITIONAL PLAN INFORMATION REFER TO DETAILS AS NOTED ON THE DRAWINGS.

SITE GENERAL NOTES

1. NEIGHBORING SOIL TESTING REPORT IS AVAILABLE IN THE SPECIFICATIONS.

2. ALL CONSTRUCTION SHALL BE PERFORMED ACCORDING TO THE CURRENT VERSION OF THE

SUDAS STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS UNLESS OTHERWISE

MODIFIED.

3. NOTIFY THE AFFECTED UTILITY COMPANY AND OWNER IN ADVANCE AND OBTAIN APPROVAL

BEFORE STARTING UTILITY WORK. OBTAIN NECESSARY PERMITS FROM AUTHORITY HAVING

JURISDICTION.

4. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO

BEGINNING WORK. REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE AS

SOON AS POSSIBLE.

5. REROUTE ALL SERVICES OR PORTIONS OF EXISTING SERVICES IN THE PATH OF THE NEW

WORK AND PROVIDE RELOCATED SERVICES OF SAME CAPACITY AS REQUIRED FOR

COMPATIBILITY WITH NEW WORK.

6. PROVIDE ALL EXISITING NECESSARY PERSONNEL, EQUIPMENT, AND TEMPORARY

BARRICADES TO PROTECT THE PUBLIC DURING EXCAVATION WORK. PROTECT

STRUCTURES, SIDEWALKS, PAVEMENT, FENCES, BENCHES, AND OTHER FACILITIES WITHIN

OR ADJACENT TO THE CONSTRUCTION SITE FROM DAMAGE DUE TO SETTLEMENT,

UNDERMINING, WASHOUT, OR OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS.

MAINTAIN ALL BENCHMARKS, MONUMENTS, AND OTHER REFERENCE POINTS. REPAIR TO

CITY STANDARDS ANY BROKEN OR CRACKED SIDEWALK, CURB, AND GUTTER DAMAGED BY

EARTHWORK OPERATIONS.

7. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE SURROUNDING AREAS AND/OR

PREVIOUSLY COMPLETED WORK. REPAIR ANY DAMAGES RESULTING FROM CONSTRUCTION

OPERATIONS UNDER THIS CONTRACT TO MATCH CONDITIONS PRIOR TO DAMAGE.

8. AT CONCRETE PAVING, PROVIDE SAWCUT AND EXPANSION JOINTS AS SHOWN OR

SUBMITTED FOR APPROVAL. SAWCUTS SHALL BE NO MORE THAN 12' EACH WAY U.N.O.

EXPANSION JOINTS NOT MORE THAN 60' EACH WAY U.N.O.

9. CONTRACTOR TO VERIFY ALL RIM ELEVATIONS AND ADJUST AS NEEDED PRIOR TO PAVING.

NOTIFY A/E OF ANY DISCREPANCIES.

10. SEE CIVIL OR STRUCTURAL DRAWINGS FOR PAVINGS AND JOINTWORK.

11. FINAL LOCATIONS OF ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE APPROVED BY THE

ARCHITECT PRIOR TO INSTALLATION.

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8/19/2025STRUCTURAL

FEH DESIGN

951 MAIN STREET

DUBUQUE, IOWA 52001

PH: (563)583-4900

BRYAN BLAIR

ARCHITECT

FEH DESIGN

1201 4TH STREET, SUITE 201

SIOUX CITY IA 51101

PH: (712)252-3889

BRITTNEY RUBA

ELECTRICAL

MICHAEL SIGMAN

WEST PLAINS ENGINEERING

1750 RAND RD

RAPID CITY, SD 57702

PH: (605)348-7455

CIVIL

CHRISTOPHER BAILEY

HDR

703 MAIN ST

RAPID CITY, SD 57701

PH: (605)791-6100

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15584

BRITTNEY A.

RUBA

REV. NO. DATE

8/19/2025

SANITARY MANHOLE

WATER MANHOLE

WATER VALVE

FIRE HYDRANT

POWER POLE

ELECTRIC JUNCTION BOX/OUTLET

POWER METER

GAS TANK ACCESS

NATURAL GAS VALVE

TEST WELL

ANTENNA

SATELLITE DISH

SIGN W/ TWO POST

SIGN W/ ONE POST

MISCELLANEOUS POST/BOLLARD

FLAGPOLE

GUY WIRE

JUNIPER TREE

COTTONWOOD TREE

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EDGE OF ASPHALT

EDGE OF CONCRETE

SANITARY SEWER PIPE

NATURAL GAS PIPE

OVER HEAD ELECTRIC CABLE

UNDERGROUND ELECTRIC CABLE

DOMESTIC WATER MAIN PIPE

PROPOSED STORM

EXISTING STORM

COMMUNICATIONS CABLE

UE

SD

ST

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CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

SAND (SECTION)

GENERAL SYMBOLOGYLEGEND

DETAIL TITLE

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8/19/2025

CONCRETE SIDEWALK

STANDARD SPECIFICATIONS

Standard Specifications for this project shall be the City of Rapid City Standard Specifications for Public Works Construction, 2022 Edition, hereinafter referred to as the Standard Specifications.

The Contractor shall notify the Engineer of conflicts between the Standards Specifications and required provisions, supplemental specifications and special provisions as included in the proposal. The more strict interpretation will be used to resolve the conflict.

PROJECT SEQUENCING

The Contractor shall use the drawings for project sequencing guidance.

1. Implement approved traffic control plan.

2. Install erosion control BMPs prior to topsoil stripping or any excavation.

3. Perform work in the phases outlined in the plans.

4. The Contractor is responsible for scheduling of erosion control, seeding and mulching to comply with erosion control plan and storm water permit. The Contractor shall perform final restoration and erosion control as soon as possible following completion of final grading.

5. Complete site restoration, grading, topsoil placement, compost mixing, seeding, fertilizing, mulching, erosion control matting and wattles.

6. Remove silt fence upon request of Engineer.

7. Remove traffic control.

The Contractor shall develop a construction schedule and sequence to meet the general intent.

Contractor shall refer to the traffic control plan for general phasing requirements.

Scheduling of erosion control, seeding, and mulching shall be scheduled in conjunction with the work to avoid erosion of the work area.

SUBMITTALS

Submittals shall be made in accordance with the project specifications section 00 60 00.

Submittals will be accepted only from the Prime Contractor. Any work done prior to approval shall be at the Contractor's own expense.

The log of construction submittals shall include but is not limited to the table below:

Storm Water Plan Inlet Protection

Silicone Seal Pavement Marking Paint

Aggregate Base Course Sand

Concrete Manholes Concrete Mix Design

Precast Drop Inlets Silt Fence

Seed Mix Mulch

Wattles Other Submittals

COORDINATION WITH OTHER CONSTRUCTION PROJECTS

Contractor shall coordinate with any other construction projects ongoing at the same time. It is anticipated that an irrigation project may be occurring on the parade grounds at the same time as this project and other projects may be ongoing as well.

EROSION, SEDIMENT, AND WATER POLLUTION CONTROL

A SDDANR General Permit Authorizing Stormwater Discharges Associated with Construction Discharges is not required for this project. The Contractor is advised that several agencies have the authority to "Stop Work" if the pollution prevention control is not implemented or is not effective. No compensation will be forthcoming for "Time Lost" due to a "Stop Work" order.

Maintenance and repair of erosion control devices shall be the responsibility of the Contractor.

Inspect erosion control devices at least once a week and after each rainfall. Maintenance and repair of the erosion control devices shall be incidental to the unit price bid for the appropriate bid item.

As construction may deviate from the design plan, additional erosion and sediment control shall be used to prevent sediment from being transported from the disturbed construction areas. The Contractor shall have personnel on-site during rain events to monitor the effectiveness of the project best management practices (BMPs).

All sediment from construction activities shall be removed from the surrounding streets within 24 hours of deposit.

Erosion & sediment control devices shall be submitted to the project manager as shop drawings for approval.

The Contractor shall be responsible for removing erosion control devices when directed by the Engineer.

TRAFFIC CONTROL

The Contractor is required to maintain traffic control in accordance with the Manual of Uniform Traffic Control Devices (MUTCD) and as shown on the traffic control plan (TCP). All traffic control shall conform to the latest version of the MUTCD.

Prior to preconstruction meeting the Contractor shall submit a TCP to the Engineer for the proposed construction that accommodates vehicle, pedestrian, and bicycle traffic. The TCP shall be prepared by persons regularly involved in preparation of TCPs, shall conform to the latest revision of the MUTCD, and shall be drawn to scale with dimensions shown for placement of all traffic control devices. TCPs shall be submitted for each phase or project sequence and TCP shall demonstrate changes in the TCP from one phase to the next.

Flaggers, properly attired and preceded by proper symbol signs shall be required to safely maintain traffic when work activities and/or equipment presents a hazard to workers or traffic, encroaches into a lane open to traffic.

The Contractor is required to have a person available 24 hours a day, 7 days a week to maintain traffic control devices. The name and telephone number of this person shall be given to the Engineer at the pre-construction meeting.

CONCRETE WASHOUT AREA

If the concrete supplier intends to wash out on site, the Contractor shall construct and maintain a minimum of one (1) concrete washout area. The concrete washout area shall be fully contained and not connected hydraulically to the storm sewer network. The Contractor shall direct the concrete supplier in the location of and use of the concrete washout area. A detail for the construction of the concrete washout area is included in this plan set, see detail sheets. No separate payment shall be made for construction and maintenance of the concrete washout area, it shall be incidental to the various concrete bid items.

CONSTRUCTION LIMITS

In general, the construction limits for the project shall be defined as follows:

Property lines, right-of-way lines, existing utility easement lines, and temporary construction easement lines shall be the construction limits unless indicated otherwise on the drawings or further defined herein.

Construction activities shall be restricted to the construction limits unless prior approval is received from the Engineer. The Contractor shall not operate or place equipment, materials, or stockpiles on private property without the property owner's written consent. The Contractor shall furnish a copy of owner's written consent to the Engineer.

Temporary construction easements are to be utilized only when work is being completed for that specific portion of the project. The temporary easements shall not be utilized for the storage of materials or equipment until adjacent work within a permanent easement or public ROW is under construction.

Use of National Guard lands for staging areas, material storage, sedimentation ponds, dewatering, and/or topsoil stockpiling shall only be allowed with prior approval from the Engineer. Any damages and restoration outside the construction limits shall be at the Contractor's expense.

CONTRACTOR FURNISHED CONSTRUCTION STAKING

The Construction Staking for this project shall be provided by the Contractor. The staking work to be performed includes all construction layout and reference staking as necessary for the accurate control and completion of all pipe, structures, grading, removals, drainage, and all other appurtenances required for the complete construction and acceptance of the work.

As-built surveys will be completed at the end of the project and submitted to the Engineer along with point files. As-built surveys shall include the following items with coordinates (x,y,z) for both rims and inverts: manholes, and horizontal & vertical bends. The Contractor shall also keep as-built locations of all utility crossings (station and offset of crossing and depths of both utilities).

The staking work shall also include establishing and/or re-establishing plan benchmarks, and setting additional benchmarks as needed. Horizontal and vertical control has been established as shown in the plans. The Contractor shall furnish all staking materials of adequate quality for the purpose intended including all stakes, lathe, nails, stake chasers, paint, field note books, and all other materials and equipment necessary to properly perform the required work.

The work shall be done under the supervision of a qualified Surveyor or Engineer who is experienced and competent in structure construction surveying and staking. The Surveyor or Engineer shall be available to review work, resolve problems, and make decisions in a timely manner. A crew chief, competent to perform all required surveying duties, shall supervise the staking in the absence of the Surveyor or Engineer from the project. Two weeks prior to staking, the Contractor shall submit to the Engineer for review the qualifications and work experience history of the Surveyor or Engineer who will supervise the construction survey work. Field notes shall be kept in a clear and orderly manner and shall be submitted to the Owner on a weekly basis. The notebooks shall become property of the Owner upon completion of the project.

The Contractor shall be solely responsible for the accuracy of the staking. All errors and discrepancies found in previous surveys, plans, or specifications shall be called to the attention of the Engineer prior to proceeding with the survey work. Any staking deficiencies that result in construction errors shall be corrected by the Contractor at no additional costs.

CONTRACTOR FURNISHED MATERIAL TESTING

The Contractor shall hire an independent and qualified testing firm to complete all testing on the project to ensure the quality and longevity of the work/materials delivered and/or installed and to minimize (or eliminate) the amount of work that needs to be replaced.

The contractor will be responsible for scheduling testing and ensuring minimum frequencies are met. The testing firm shall monitor the contractor's procedures to ensure adequate and consistent effort on the contractor's part before selecting testing locations. The owner reserves the right to, in certain circumstances, direct testing location, request additional testing, reduce testing, eliminate testing, and/or hire an independent testing firm to verify test results if it is determined to be in the best interest of the owner. The testing firm may make recommendations on increasing or decreasing the testing frequency based on expected conditions and test results.

Test results shall be recorded and submitted to the contractor and the owner in a timely manner.

Reports submitted to the owner shall be in pdf format, or approved alternate. Failing test results should be reported verbally immediately to both the owner and the contractor, with the test reports submitted in a timely manner shortly thereafter. The contractor will be responsible for correcting failed materials in a timely manner and scheduling corrective action tests.

All testing and inspection performed by qualified individuals employed by the testing firm and shall be done under the supervision of a registered professional engineer.

Details on the minimum testing frequencies required are in project specification section 01 45 09.

UTILITY COMPANY NOTIFICATION

The Contractor shall utilize the South Dakota one call notification process to provide advance notice of at least 48 hours, excluding weekends and holidays, to inform all South Dakota underground facility operators of intended excavation. The Contractor shall contact all utility companies before work has commenced.

South Dakota 811 (One call) 1-800-781-7474 or 811

If utility locations are sufficiently identified within the time frame required any excavator damaging or injuring the underground facilities is strictly liable for damages to the utility.

If in the course of excavation, the excavator is unable to locate the underground facility or discovers that the operator of the underground facility has incorrectly located the underground facility, he shall promptly notify the utility operator, or, if the utility operator is unknown, the one-call notification center. The Contractor shall also notify the Engineer.

EXISTING UTILITIES

Location of existing utilities shown on these drawings are approximate and were taken from available records. Prior to excavation, the Contractor shall field verify exact location of all utilities whether or not shown on these drawings. Contractor shall protect all utilities during construction. Excavators shall maintain a minimum horizontal clearance of eighteen inches between a marked underground facility and the cutting edge of any mechanical equipment. If excavation is required within eighteen inches, horizontally, the excavator shall expose the facility with hand tools or approved noninvasive methods and shall protect and support the facility prior to further excavation with mechanical equipment.

Unless explicitly otherwise noted, any disturbance or replacement of existing utilities shall be incidental to the project. If required, the Contractor shall coordinate relocation of utility with the utility owner. All utilities are to be adjusted and/or relocated by the respective utility companies unless other provisions are explicitly called for within these drawings.

EXISTING UTILITY CROSSINGS

Refer to specifications for crossing of existing storm sewers, sanitary sewers, water mains, and water main lowerings. At all locations where the proposed utility improvement crosses or is adjacent to existing storm sewers, sanitary sewers or water mains, the Contractor shall be responsible for safeguarding the existing utilities to ensure that they are not disturbed during the work. Temporary structural support for the utilities may be required. No separate payment shall be made for crossed utility protection. Any repair work necessary to a crossed utility resulting from the Contractor's activity shall be at the Contractor's expense.

WASTE DISPOSAL

The Contractor will be responsible for all waste disposal on the project. The Contractor shall furnish the disposal site for this work and the location must be approved by the Engineer. No waste disposal is allowed within right of way or easements. No payment will be made for waste disposal.

If contaminated material is encountered on the project the Contractor shall immediately notify the Engineer.

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All material generated by this project must be disposed of in accordance with the SD DANR solid waste regulations. Depending on what material is generated and whether it is contaminated or uncontaminated will determine which permitted facility can accept it. Permitted facilities include construction and demolition debris sites, restricted use sites, and regional landfills. Contact SD DANR Waste Management Program at 605-773-3153 to identify locally permitted disposal sites for various categories of contaminated and uncontaminated materials.

STORM SEWER PIPE CONNECTIONS

A concrete collar shall be required when a normal male/female joint cannot be provided in a pipe segment. The concrete collar shall consist of a minimum 2' wide by 6” thick M6 concrete collar around the outside of the connection. The concrete collar shall be reinforced with 6” x 6”, W2.9 / W2.9 wire mesh.

All storm sewer pipe connections to new precast inlets, precast manholes, and precast junction boxes shall have a concrete collar installed at the pipe penetration outside the structure. The collar shall be the same as described above, and shall be incidental to the price of the precast structure.

TRENCH EXCAVATION AND BACKFILL

The Contractor shall be responsible for maintaining a safe excavation complying with applicable state and federal regulations. Special foundations may be required to provide adequate support for the pipe. Such foundations will consist of sub-excavation to a depth as required by the Engineer and placement of Type 3 or Type 4 foundation material.

No gypsum larger than one (1) inch in nominal size shall be placed in the backfill. The contractor shall screen all gypsum fragments greater than one (1) inch in nominal size from the backfill material prior to placement.

CONTRACTOR PROVIDED WATER

There will be no separate payment for water. The Contractor shall be responsible for providing water for compaction of earthen and granular materials used for, but not limited to, grading, subgrade preparation, and trench backfill. Water needed for sod and seed irrigation, street cleaning, and other miscellaneous items shall also be provided by the Contractor at no cost to the Owner. The costs for purchasing, loading, transporting and applying/incorporating water shall be incidental to the various items where water is required.

CONCRETE SIDEWALK

New concrete sidewalk shall be placed on 2" gravel cushion. Sidewalk concrete shall be M6 per Rapid City Standard Specifications. All sidewalk shall have a brush finish.

CONTRACTOR FURNISHED IMPORTED FILL

The Contractor furnished imported fill material will be uniform in texture and free from organic material. The liquid limit will not exceed 45 and the plastic index will not exceed 25. Estimated imported fill quantity is 2025 cubic yards (compacted volume).

SUBGRADE MAINTENANCE

The Contractor shall maintain the completed compacted subgrade, gravel cushion, and aggregate base course. The Engineer may direct the Contractor to scarify the surface, reshape, and recompact the material to required density prior to further construction if the area is disturbed by construction operations or adverse weather. This applies to completed subgrade, gravel cushion, and base course areas.

SUBGRADE CHECK

Prior to beginning base course placement operations, the Contractor shall schedule a meeting to check the earthen subgrade. See Section 12 of the Standard Specifications for proof-rolling requirements. The Contractor's superintendent, Engineer, Owner and testing firm representative shall participate. The Owner shall be notified at least 2 working days in advance of the subgrade check.

BASE COURSE

Contractor shall not place base course prior to Engineer's subgrade approval.

Base course under concrete sidewalk shall be "1" Aggregate Base Course" per City of Rapid City's Standard Specifications Section 117.

Base under the turf shall have a 5" layer of Type 1 Bedding Material with a 1" layer of washed sand on top, per City of Rapid City's Standard Specifications Section 112. Sand and base course shall be separated by geotextile drainage fabric per City of Rapid City's Standard Specifications Section 202.E.1.

PRE-CONCRETE PLACEMENT MEETING AND BASE COURSE CHECK

Prior to beginning placement of final surfacing, the Contractor shall schedule a meeting to check the base course and coordinate a pre-placement meeting. The Contractor's superintendent, Engineer, Owner, testing firm representative, paving Contractor's superintendent, paving foreman prior to initiating paving activities.

During the meeting the following shall be verified: a check of the base course for soft spots, final adjustments to manholes and valve boxes, and base course placed to final blue top elevation and cross section. The Contractor shall furnish a loaded water truck or loaded tandem axle end dump to proof roll the base course.

It is the paving Contractor superintendent's responsibility to confirm paving requirements including but not limited to truck schedules, delivery schedules and routes, tonnage of material to be placed by lift, actions to be taken in the event of paving interruptions, maximum paver stoppage permitted for mix and smoothness, laydown temperature, testing requirements, compaction, etc. These items shall be presented in writing, distributed, and reviewed at this meeting. The Owner shall be notified at least 2 working days in advance of the pre-paving and base course check.

SEEDING, FERTILIZING AND MULCHING

Seed furnished shall be the best quality seed available for the kind and variety specified. Seed shall comply with the requirements of the South Dakota Seed Law and be "Blue Tag" certified, governed by Federal Regulations.

Origin Limitations – Seed furnished shall have been grown in South Dakota or an area comparable to South Dakota's growing conditions.

Seed Testing

· Seed shall be tested within nine (9) months prior to the planting date.

· Testing shall be, performed by a commercial seed testing lab or a registered member of the

Society of Commercial Seed Analysts (Registered Seed Technologist).

· Contractor shall furnish the Engineer with a certified test report prior to the start of seeding operations.

· Seed not planted within the nine (9) month period shall be retested for dormant seed, hard seed, and germination. A new certified test report shall be furnished.

· Testing shall be the responsibility of the Contractor.

Labeling

· Contractor shall notify Engineer a minimum of 72 hours before seeding begins.

· Contractor shall ensure seed delivered to project site is accessible for Engineer to verify each bag of seed delivered to the project bears a tag, which shows the following information:

·· Name and address of supplier.

·· Project number for which the seed is to be used.

·· Suppliers lot number for each kind of seed in the mixture.

·· Origin (where grown) for each kind of seed.

·· Purity, germination, and other information required by South Dakota Seed Law for each kind of seed.

·· Pounds of bulk seed of each kind of seed in each bag.

·· Total pounds of bulk seed mixture in each bag.

·· Pounds of pure live seed (PLS) of each kind of seed in each bag.

·· Total pounds of pure live seed (PLS) mixture in each bag.

·· Dormant seed and hard seed.

Permanent Seed Mix:

· 20% Blue Fescue

· 20% Chewings Fescue

· 20% Creeping Red Fescue

· 20% Hard Fescue

· 10% Perrenial Ryegrass

· 10% NuBlue Kentucky Bluegrass

· Permanent seed mix rate of application: 200# per acre

Cover Crop Seeding

· Cover crop seeding is required when permanent seeding is not permitted.

· Cover crop seeding shall be used only between June 1 and August 1 as a means for temporary ground cover for soil stabilization.

· Seed mixture shall be in accordance with SD DOT SSRB Section 730.3.D.

· Cover crop seeding is not a substitution of permanent seeding. Contractor shall plant permanent seed mixture when seasonal limitations are lifted.

· Contractor shall complete cover crop seeding, if required per this specification, at no additional cost.

PLANTING REQUIREMENTS

Topsoil

· Areas to be seeded shall have a minimum depth of 6 inches.

· Contractor shall prepare topsoil for planting operations by loosening, fine grading, rolling, etc.

· Contractor shall take samples of topsoil material and test soil for proper nutrients. Costs for testing shall be the Contractor’s responsibility.

· Contractor shall incorporate nutrient supplements as necessary to condition soil for optimal growing conditions.

Fertilizer

· Apply not more than forty-eight (48) hours prior to seeding or sodding.

· Apply at a rate of 330# per acre

· Fertilizer shall be applied in accordance with SD DOT SSRB Section 731.3.A.

·· Within seasonal limitations, seeding shall be done as soon as finish grading of topsoil has been completed.

·· Seed shall not be sown when the wind is strong enough to interfere with uniform seed application.

·· Seed shall not be sown on areas under water.

Mulch

· Fiber Mulch (Preferred) ·· Shall conform to the requirements established within SD DOT SSRB Section 732.2 ·· Water for fiber mulch shall be considered incidental to the mulch and no measurement or payment will be made.

Equipment and Methods

· Seedbed Preparation ·· Lumps or clods exposed by the initial pass of tillage equipment over three (3) inches in diameter shall be broken up. The number of additional passes required breaking up lumps or clods shall be kept to a minimum. Working the soil to a fine, pulverized condition shall be avoided.

·· After seedbed preparation has been completed, the Contractor shall pick up and dispose of all loose stones or boulders having a vertical projection above the soil surface. Logs, stumps, brush, weeds, cables, or other foreign material, which might interfere with the proper operation of drills, mowers, or other implements, shall be disposed of by the Contractor.

· Drilling ·· Provide a loose planting depth of one to one and one-half (1 - 1 ½) inches before compaction and a final planting depth of three-fourths (¾”) to one (1”) inch.

·· On areas where a press drill cannot be operated satisfactorily, hydraulic, cyclone, knapsack hand-operated, or other broadcast type seeders may be used, when approved by the Engineer.

Placing Mulch

· Fiber Mulch (Preferred) ·· Rate of application shall be 2000 lbs. per acre unless otherwise specified by the

Engineer.

·· Excessive thickness of mulch, which will smother grass seedlings, shall be avoided.

·· Mulch shall be placed on a given area as soon as possible, or within 48 hours after seeding.

· The rate of application shall be 4000 lbs. per acre unless otherwise specified by the

Engineer.

· The mulch shall be placed within forty-eight (48) hours after the seeding has been completed.

· Mulching operations shall not be performed during periods of high winds, which preclude the proper placing of the mulch. The placing of mulch shall begin on the windward side of the areas to be covered.

· Mulch shall be blown from a machine designed for that purpose and uniformly distributed over the seeded areas.

· Mulch containing excessive moisture, which prevents uniform feeding through the machine, shall not be used.

· Bales shall be broken up and loosened as they are fed into the blower to avoid placing of matted or unbroken lumps.

· Mulch shall be placed uniformly over the seeded areas with a maximum of approximately ten percent (10%) of the soil surface visible through the mulch blanket prior to mulch tiller (punching) operation.

· Excessive cover, which will smother seedlings of small seeded grasses, shall be prohibited.

The Engineer may order the placement of mulch on any area where protection is considered necessary to forestall erosion or encourage turf establishment.

· Punching Mulch ·· Immediately following application, the mulch shall be punched into the soil ·· Push mulch into soil approximately three (3) inches with ends exposed above the soil surface.

Contractor shall return to site in April/May of following year to verify growth, over-seeding will be required if ground cover is not more than 75%.

TURF MAINTENANCE

Establishment of Planted Turf

· Following completion of seeding operations, foot, vehicular, or equipment traffic over the seeded area shall be kept to a minimum. Areas damaged from such traffic shall be reworked and reseeded as determined by the Engineer.

· Contractor shall conduct turf maintenance until a minimum 75% ground cover has been established.

· Contractor and Engineer shall periodically review turf condition until established ground cover is acceptable.

· Maintenance shall consist of Watering, Mowing, Trimming, Weeding, Rock or Impervious Debris Removal, Topsoil Recovery and Placement, Over-Seeding, Fertilizing, and Mulching.

Watering

· Contractor shall conduct watering on a regular basis to ensure underlying soil bed remains in a moist condition for optimum vegetation growth.

Mowing and Trimming

· Contractor shall maintain vegetation height at 3 inches. Vegetation shall not exceed 5 inches.

· Contractor shall keep planted areas in a neat and clean appearance.

· Contractor shall collect grass clippings, remove from property, and properly dispose when clippings will result in a dense mulch that will prevent the growth of grass.

Weeding

· Contractor shall remove weeds within seeded and/or sodded areas to the satisfaction of the Engineer and Owner until minimum ground coverage has been obtained and accepted in

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writing by Engineer.

Rock or Impervious Debris Removal

· Contractor shall remove rocks and other impervious debris ¾ inch or larger in bare areas until minimum ground coverage has been obtained and accepted in writing by Engineer.

Topsoil Recovery, Placement, and Erosion Corrections

· Contractor shall recovery any topsoil that has eroded due to no vegetation or mulch coverage.

· Contractor shall fill in ruts or washouts caused by erosion of topsoil. Surface condition shall be restored to a smooth mowable surface.

· Contractor shall re-install topsoil washed out from under sod, ensure sod is properly positioned, and re-pin as needed to ensure topsoil and sod remain in place.

Over-Seeding

· Contractor shall reseed any area on which the original seed has been lost or displaced.

· Contractor shall conduct reseeding of bare areas as needed at the original rate of application.

Fertilizing

· Contractor shall conduct fertilizing of planted areas every four (4) weeks, at the original rate of application, until minimum ground coverage has been obtained and accepted in writing by Engineer.

Mulching

· Contractor shall re-mulch any area on which the original mulch has been displaced as a result of excessive wind, water, or other causes and topsoil is subject to erosion.

AS BUILT PLANS

The Contractor shall measure and record any horizontal or vertical deviations from the contract drawings. The changes shall be recorded in an accurate, neat fashion on the drawings and furnished to the Engineer upon completion of the project. The as-built drawings shall be on-site and available for review by the Engineer upon request.

WARRANTY PERIOD

The warranty period for this project shall start when the project is substantially complete and accepted and shall not be based on completion of different phases or completion dates of the project.

MATERIALS TESTING

REQUIREMENTS

A. Accreditation Requirements: Construction materials testing laboratories must be accredited by a laboratory accreditation authority and will be required to submit a copy of the Certificate of Accreditation and Scope of Accreditation. The laboratory’s scope of accreditation must include the appropriate ASTM standards (i.e.; E329, C1077, D3666, D3740, A880, E543) listed in the technical sections of the specifications. Laboratories engaged in Hazardous Materials Testing shall meet the requirements of OSHA and EPA. The policy applies to the specific laboratory performing the actual testing, not just the “Corporate Office.”

B. Inspection and Testing: Testing laboratory shall inspect materials and workmanship and perform tests described herein and additional tests requested by AE. When it appears materials furnished, or work performed by Contractor fail to meet construction contract requirements, Testing Laboratory shall direct attention of Project Manager to such failure.

C. Written Reports: Testing laboratory shall submit test reports to AE, Contractor, unless other arrangements are agreed to in writing by the AE. Submit reports of tests that fail to meet construction contract requirements on colored paper.

D. Verbal Reports: Give verbal notification to AE immediately of any irregularity.

EARTHWORK:

A. General: The Testing Laboratory shall provide qualified personnel, materials, equipment, and transportation as required to perform the services identified/required herein, within the agreed to schedule and/or time frame. The work to be performed shall be as identified herein and shall include but not be limited to the following:

1. Observe fill and subgrades during proof-rolling to evaluate suitability of surface material to receive fill or base course. Provide recommendations to the AE regarding suitability or unsuitability of areas where proof-rolling was observed. Where unsuitable results are observed, witness excavation of unsuitable material and recommend to AE extent of removal and replacement of unsuitable materials and observe proof-rolling of replaced areas until satisfactory results are obtained.

2. Provide part time observation of fill placement and compaction and field density testing in building areas and provide part time observation of fill placement and compaction and field density testing in pavement areas to verify that earthwork compaction obtained is in accordance with contract documents.

3. Provide supervised geotechnical technician to inspect excavation, subsurface preparation, and backfill for structural fill.

B. Testing Compaction:

1. Determine maximum density and optimum moisture content for each type of fill, backfill and subgrade material used.

2. Make field density tests in accordance with the primary testing method wherever possible. Field density tests shall be utilized on a case by case basis only if there are problems with the validity of the results from the primary method due to specific site field conditions. Should the testing laboratory propose these alternative methods, they should provide satisfactory explanation to the AE before the tests are conducted.

a. Curb, Gutter, and Sidewalk: One test for each 300 feet, but in no case fewer than two tests.

b. Trenches: One test at maximum 100 foot intervals per 4 foot of vertical lift and at changes in required density, but in no case fewer than two tests.

c. Fill and Backfill Material Gradation: One test per 300 cubic yards stockpiled or in-place source material.

d. Testing Materials: Test suitability of on-site and off-site borrow as directed by AE.

LANDSCAPING

A. Test topsoil for organic materials, pH, phosphate, potash content, and gradation of particles.

1. Test for organic material by using ASTM D2974.

2. Determine percent of silt, sand, clay, and foreign materials such as rock, roots, and vegetation.

B. Submit laboratory test report of topsoil to AE.

CONCRETE

A. Batch Plant Inspection and Materials Testing:

1. Perform continuous batch plant inspection until concrete quality is established to satisfaction of AE with concurrence of Contracting Officer and perform periodic inspections thereafter as determined by AE.

2. Periodically inspect and test batch proportioning equipment for accuracy and report deficiencies to AE.

3. Sample and test mix ingredients as necessary to insure compliance with specifications.

4. Sample and test aggregates daily and as necessary for moisture content. Test the dry rodded weight of the coarse aggregate whenever a sieve analysis is made, and when it appears there has been a change in the aggregate.

5. Certify, in duplicate, ingredients and proportions and amounts of ingredients in concrete conform to approved trial mixes. When concrete is batched or mixed off immediate building site, certify (by signing, initialing or stamping thereon) on delivery slips (duplicate) that ingredients in truck-load mixes conform to proportions of aggregate weight, cement factor, and water-cement ratio of approved trial mixes.

B. Field Inspection and Materials Testing:

1. Provide a technician at site of placement at all times to perform concrete sampling and testing.

2. Review the delivery tickets of the ready-mix concrete trucks arriving on-site. Notify the Contractor if the concrete cannot be placed within the specified time limits or if the type of concrete delivered is incorrect. Reject any loads that do not comply with the Specification requirements. Rejected loads are to be removed from the site at the Contractor’s expense. Any rejected concrete that is placed will be subject to removal.

3. Take concrete samples at point of placement in accordance with ASTM C172. Mold and cure compression test cylinders in accordance with ASTM C31. Make at least three cylinders for each 50 cubic yards or less of each concrete type, and at least three cylinders for any one day's pour for each concrete type. Label each cylinder with an identification number. AE may require additional cylinders to be molded and cured under job conditions.

4. Perform slump tests in accordance with ASTM C143. Test the first truck each day, and every time test cylinders are made. Test pumped concrete at the hopper and at the discharge end of the hose at the beginning of each day’s pumping operations to determine change in slump.

5. Determine the air content of concrete per ASTM C173. For concrete required to be air-entrained, test the first truck and every 25 cubic yards thereafter each day. For concrete not required to be air-entrained, test every 100 cubic yards at random. For pumped concrete, initially test concrete at both the hopper and the discharge end of the hose to determine change in air content.

6. If slump or air content fall outside specified limits, make another test immediately from another portion of same batch.

7. Perform unit weight tests in compliance with ASTM C138 for normal weight concrete and ASTM C567 for lightweight concrete. Test the first truck and each time cylinders are made.

8. Notify laboratory technician at batch plant of mix irregularities and request materials and proportioning check.

9. Verify that specified mixing has been accomplished.

10. Environmental Conditions: Determine the temperature per ASTM C1064 for each truckload of concrete during hot weather and cold weather concreting operations:

a. When ambient air temperature falls below 40 degrees F, record maximum and minimum air temperatures in each 24 hour period; record air temperature inside protective enclosure; record minimum temperature of surface of hardened concrete.

b. When ambient air temperature rises above 85 degrees F, record maximum and minimum air temperature in each 24 hour period; record minimum relative humidity;

record maximum wind velocity; record maximum temperature of surface of hardened concrete.

11. Inspect the reinforcing steel placement, including bar size, bar spacing, top and bottom concrete cover, proper tie into the chairs, and grade of steel prior to concrete placement.

Submit detailed report of observations.

12. Observe conveying, placement, and consolidation of concrete for conformance to specifications.

13. Observe condition of formed surfaces upon removal of formwork prior to repair of surface defects and observe repair of surface defects.

14. Observe curing procedures for conformance with specifications, record dates of concrete placement, start of preliminary…