HomeMy WebLinkAboutALL DOCS - 08-00093 - 4th & 15th Ward Church - Parking Lot�axauR • •
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ISSUED TO:
PERMIT #: 0800093
NAME: Jhs Architects
FOR THE CONSTRUCTION OF: 4 th & 15th Ward Church -Park JOB ADDRESS: 136 S 1st E
GENERAL CONTRACTOR:
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on
the Building Permit Application as approved by the Building Inspector.
Date Approved
03/20/2008
Issued By
Building Inspector
THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
1) A complete set of approved'drawings along with the permit must be kept No work shall be done on any part of
on the premises during construction. the building beyond the point indicated
2) The permit will become null and void in the event of any deviation from the in each successive inspection without
NOTICE!
accepted drawings. approval. No structural framework of
3) No foundation, structural, electrical, nor plumbing work shall be concealed any underground work shall be covered
without approval
INSPECTION CARD
24 Hour Notice
and Permit Number required
to make inspection appointments
For Inspections Call 359 -3020 option 2
ACERTIFICATE OF OCCUPANCY CAN NOT
BE ISSUED PRIOR TO FINAL ELECTRICAL
& PLUMBING INSPECTION
OQ gEXBt qc •
f CITY O E
° REXBURG
' Americas Family Community
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COMMERCIAL & MULTI FAMILY BUILDING Pl
19 E MAIN, REXBURG, ID 83440
208 - 359 -3020 X326
'� ' - � -*irP NnDhcation!
08 00093
41h & 15th Ward Church
Parking Lot Addition
PARCEL NUMBER: PUAV I CN fl ; (We will provide this for you)
SUBDIVISION: UNIT# BLOCK# LOT#
is based on the intormatlon - must be
CONTACT PHONE
PROPERTY ADDRESS: l 3 to soug PZK+ ezlr {
PHONE #: Home (
Work (208) 232 Cell
OWNER MAILING ADDRESS: IZS M. && -PweZ CITY: Rv,_ -a llo STATE: ! O ZIP: 8
EMAIL yA.kj*- cl, BOQs. a..!- FAX tog - 232 - /2zor-
APPLICANT (If other than owner) d"2 a..:4�a.4 RQ...4 !4a., (Ga„�..f,,, {
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS .. Zs "ov.e.. CITY:
STATE; ZIP EMAIL FAX
PHONE #: Home ( ) Work ( ) Cell ( )
CONTRACTOR
MAILING ADDRESS:
PHONE: Cell#
Work#
EMAIL IDAHO REGISTRATION # & EXP. DA
How many buildings are located on this property? m r
Fax#
Did you recently purchase this property? (0 Yes (If yes, list previous owner's name) _
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED USE: ctr,.,e (�a�
(i.e., Single Family Residence, Multi Family, Apartments,
CITY STATE ZIP
Garage, Commercial, Addition, Etc.) — CIRCLE ONE
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, I hereb certif that I
have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating
to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE:
The building official may rev a p t on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in the application or on the p ans on w ch the permit or approval was�ased. Permit void if not started within 180 days. Permit void if work stops for 180 days.
2 / 2G / og
Signature of Owner Applicant DATE
Do you prefer to be contacted by fax, email or phone? Circle One
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning fanuaw l 2005.
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
**Building Permit Fees are due at time of application ** **Building Permits are void if your check does not clear**
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Building Safety Department
City of Rexburg
E
19 E. Main janellh@rexburg.org Phone: 208.359.3020 ext 326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
a� Aexeep�
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C[TY OF
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Americas Family Community.
Affidavit of Legal Interest
City
Notary Public of Idaho
Residing at:
My commission expires:
State of Idaho
County of Madison
I,
Name
Address
State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
Name Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of the application.
Dated this day of , 20
Signature
Subscribed and sworn to before me the day and year first above written.
3
NAME
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:
City of Rexburg
Please Complete the Entire Application! I
If the question does not apply fill in NA for non applicable
SETBACKS
FRONT SIDE SIDE BACK
_Remodeling Your Building /Home ( need Estimate $ Ua a►- :wy �f Af U��+Q^
SURFACE SQUARE FOOTAGE. • (Shall include the exterior wall measurements of the building)
First Floor Area Unfinished Basement are:
Second floor /loft area Finished basement area_
Third floor /loft area Garage area
Shed or Barn Carport /Deck (30" above
Water Meter Quantity:
Parcel Acres:
1 � Water Meter Size:
Required ff!
PLUMBING
Plumbing Contractor's Name:
s Name:
Address City State Zip
Contact Phone: ( ) Business Phone: ( )
Email Fax
FIXTURE COUNT (including roughed fixtures
Clothes Washing Machine Sprinklers
Dishwasher Tub /Showers
Floor Drain
Garbage Disposal
Hot Tub /Spa
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimate
(Commercial Only)
Toilet /Urinal
Water Heater
Water Softener
of Licensed Contractor License number
Date
4
11 The City o]Wxbure's permit fee schedule is the same as required by theWite of Idaho 11
NAME
PROPERTY ADDRESS
SUBDIVISION
Please Complete the Entire Application!
If the question does not apply fill in NA for non applicable
Permit#
Required ff!
MECHANICAL
Mechanical Contractor's Name: Busir
Address City
Contact Phone: ( ) Business Phone:
Email Fax
s Name:
State Zip
Mechanical Estimate $ (Commercial /Multi Family Only)
FIXTURES &APPLIANCES COUNT
(Single Family Dwelling Only)
Furnace
Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Dryer Vents
Heat Pump
Range Hood Vents
Air Conditioner
Cook Stove Vents
Evaporative Cooler
Bath Fan Vents
Unit Heater
other similar vents & ducts:
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
P o i nt o De must be 1 ; on pl
Required! Signature of Licensed Contractor License number Date
The City of Kexburg's permit fee schedule is the same as required by the State of Idaho
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Building Safety
Department
;oREXeUgclo
CITY OF
City of Rexburg
°
REXBURG
19 E Main
janellh@rexburg.org
Phone: 208.359.3020 x326 r +.
Americas Family Community
Rexburg, ID 83440
www.rexburg.org
Fax: 208.359.3024
OWNER'S NAME
PROPERTY ADDRESS
Permit#
SUBDIVISION
PHASE LOT
BLOCK
Requiredffl
ELECTRICAL
Electrical Contractor's Name — r 15 t) , Business Name
Address City State Zip
Cell Phone ( ) Business Phone (
Fax ( ) Email
Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL /MULTI - FAMILY ONLY)
TYPES OF INSTALLATION
(New Residential includes everything contained within the residential structure and attached garage at the same time)
Number of meters being installed
Up to 200 amp Service*
201 to 400 amp Service*
Over 400 amp Service*
Existing Residential (# of Branch Circuits)
Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year)
Spa, Hot Tub, Swimming Pool
Electric Central Systems Heating and /or Cooling (when not part of a new residential construction permit
and no additional wiring)
Modular, Manufactured or Mobile Home
Other Installations: Wiring not specifically covered by any of the above
Cost of Wiring & Labor: $
Pumps (Domestic Water, Irrigation, Sewage)
Requested Inspections (of existing wiring)
Temporary Amusement /Industry
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
3
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0800093
4th & 15th. Ward Church
Parking Lot Addition
PROJECT MAN
REXBURG 4 & 15 WARDS
REXBURG IDAHO EAST STAKE
PARKING LOT ADDITION
Church Property #509 -5948
Architect's Project #0701
THE CHURCH OF
JESUS CHRIST
OF LATTER -DAY SAINTS
FEBRUARY 2008
H)IS
JENSEN6HAYES •SHROPSHIRE
ARCHITECTS, P.A.
125 North Garfield - Pocatello, Idahoy'
Phone (208) 232 -1223 - Fax (208) 232 -1226 ��
J M
Project Manual
for
REXBURG 4 & 15 PARKING LOT ADDITION
REXBURG IDAHO EAST STAKE
Church Property #509 -5948
Architect's Project #0701
Feb 2008
Architect JHS Architects, P.A.
125 North Garfield
Pocatello, ID 83204
Telephone: 208 - 232 -1223
Fax: 208 - 232 -1226
Landscape Architect David Weaver & Associates
1605 S. Woodruff Ave.
Idaho Falls, Idaho 83401
Telephone 208 - 529 -9504
Fax: 208 - 522 -3060
Civil Engineer Aspen Engineering, Inc.
10727 N Yellowstone Ave.
Idaho Falls, ID 83401
Telephone: 208 -542 -1911
Fax: 208 -542 -1922
Electrical Engineer Payne Engineering, Inc.
1823 East Center St.
Pocatello, ID 83201
Telephone: 208 - 232-4439
Fax: 208 - 232 -1435
K27 054 - 1
K. 14A
STATE OFF M A W
1
v M
TABLE of CONTENTS
BIDDING REQUIREMENTS
INVITATION TO BID
INSTRUCTIONS TO BIDDERS
INFORMATION AVAILABLE TO BIDDERS
SAMPLE FORMS
Equal Product Approval Request Form
Bid Form
Form of Agreement
CONDITIONS of the CONTRACT
GENERAL CONDITIONS
SUPPLEMENTARY CONDITIONS
SPECIFICATIONS
DIVISION 1— GENERAL REQUIREMENTS
011100 SUMMARY OF WORK
012200 UNIT PRICES
012600 CONTRACT MODIFICATION PROCEDURES
012900 PAYMENT PROCEDURES
013100 PRODUCT MANAGEMENT AND COORDINATION
015600 TEMPORARY BARRIERS AND ENCLOSURES
017300 EXECUTION
017700 CLOSEOUT PROCEDURES
DIVISION 2 -EXISTING CONDITIONS
024113 SELECTIVE SITE DEMOLITION
DIVISION 3 -CONCRETE
03300 CAST -IN-PLACE CONCRETE
033053 MISCELLANEOUS EXTERIOR CAST -IN-PLACE CONCRETE
033111 NORMAL WEIGHT STRUCTURAL CONCRETE
033923 MEMBRANE CONCRETE CURING
509 -5948 1
Rexburg 4 & 15 Parking Lot Feb 2008 Table of Contents
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DIVISION 5 —META LS
05100 STRUCTURAL METAL FRAMING
051223 STRUCTURAL STEEL FOR BUILDINGS
DIVISION 26 - ELECTRIC
260000 ELECTRICAL
260501 COMMON ELECTRICAL REQUIREMENTS
260519 LINE- VOLTAGE CONDUCTORS AND CABLES
260533 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
265000 LIGHTING
265600 EXTERIOR LIGHTING
DIVISION 31 -EARTH WORK
310000 EARTHWORK
310501 COMMON EARTHWORK REQUIREMENTS
311000 SITE CLEARING
311100 CLEARING AND GRUBBING
311413 TOPSOIL STRIPPING AND STOCKPILING
312000 EARTH MOVING
312213 ROUGH GRADING
312216 FINE GRADING
312316 EXCAVATION
3I2323 FILL
312324 GRANULAR BASE
DIVISION 32- EXTERIOR IMPROVEMENTS
321000 BASES, BALLASTS, AND PAVING
321216 ASPHALT PAVING
321723 PAVEMENT MARKINGS
323123 PLASTIC FENCES AND GATES
328000 IRRIGATION
328423 UNDERGROUNG SPRINKLERS
329000 PLANTING
329001 COMMON PLANTING REQUIREMENTS
329113 FINISH GRADING AND SOIL PREPARATION
329120 TOPSOIL PLACEMENT AND GRADING
329223 SODDING
329300 PLANTS
DIVISION 33- UTILITIES
334000 STORM DRAINAGE UTILrFIES
334116 SITE STORM UTILITY DRAINAGE PIPING
END OF TABLE OF CONTENTS
509 -5948 2
Rexburg 4 & 15 Parking Lot Feb 2008 Table of Contents
INV ITATION TO BID
1. GENERAL CONTRACTORS INVITED TO BID THE PROJECT:
A. D.L. Beck Inc., Rexburg, Idaho 208- 852 -6134
B. J&S Construction, Rigby, Idaho 208 -754 -8684
C. Lon S. Huls Construction, Idaho Falls, Idaho 208 -529 -2328
D. Ovard Construction, Idaho Falls, Idaho 208- 523 -2821
2. PROJECT:
Rexburg 4 8:15 Parking Lot Addition
Rexburg Idaho East Stake
3. LOCATION:
136 South First East
Rexburg, Idaho 83440
4. OWNER:
Corporation of the Presiding Bishop of
The Church of Jesus Christ of Latter -day Saints,
A Utah Corporation Sole
50 East North Temple Street
Salt Lake City, Utah 84150
5. ARCHITECT:
JHS Architects, P.A.
125 N. Garfield Avenue
Pocatello, Idaho 83204
6. DESCRIPTION OF PROJECT:
A. Project Includes:
1. Demolition of miscellaneous site features
2. Concrete curb, gutter, & sidewalks
3. Site lighting
4. Asphalt paving and base
5. Landscaping
6. Fencing
7. Pavement striping
7. TYPE OF BID: Bids will be on a lump -sum basis. Segregated bids will not be accepted.
8. TIME OF COMPLETION: The time limit for completion of this Work will be 60
calendar days and as noted in the Agreement.
509 -5948 1 Invitation To Bid
Rexburg 4 & 15 Parking Lot Feb 2008
.�
9. BID OPENING: Sealed bids will be received at time and place to be announced. Bids will
be publicly opened at time and place to be announced.
10. BIDDING DOCUMENTS:
A. Bidding Documents may be examined at the following plan room locations:
Dodge /AGC Plan Room
1385 W. 2200 S., Ste. 200
Salt Lake City, UT 84119 -2000
2. Associated General Contractors
980 John Adams Parkway
Idaho Falls, Idaho 83401
3. Intermountain Contractor
4082 Chinden Boulevard
Boise, Idaho 83714
4. Builders Exchange of Pocatello
120 North 1 e Avenue, Suite #8
Pocatello, Idaho 83201
B. Individual sheets and pages of the Bidding Documents will be available for
reproduction at Architects office for $ 30.00 per drawing sheet and $ 0.25 per
specification sheet.
11. BID BOND: Bid security in the amount of 5 percent of the bid will accompany each bid in
accordance with the Instruction To Bidders.
12. BIDDER'S QUALIFICATIONS: Bidding by the General Contractors will be by invitation
only.
13. OWNER'S RIGHT TO REJECT BIDS: The Owner reserves the right to reject any or all
bids and to waive any irregularity therein.
14. PREBID CONFERENCE: A Prebid Conference will be held at the project site at 11:30 am
on Wednesdav March 5, 2008 Bidders are required to attend the Prebid Conference.
END OF DOCUMENT
509 -5948 2 Invitation To Bid
Rexburg 4 & 15 Parking Lot Feb 2008
INSTRUCTIONS TO BIDDERS
1. DEFINITIONS:
A. The definitions set forth in Section 1 of the General Conditions are applicable to the
documents included under Bidding Requirements.
B. Bidding Documents include the Bidding Requirements and the proposed Contract
Documents. The proposed Contract Documents consist of the documents identified
as Contract Documents in the Form of Agreement, except for Modifications. The
Bidding Requirements are those documents identified as such in the proposed
Project Manual.
C. Addenda are written or graphic documents issued by the Architect prior to execution
of the Contract which modify or interpret the Bidding Documents. They become part
of the Contract Documents as noted in the Form of Agreement upon execution of
the Contract.
2. . BIDDER'S REPRESENTATIONS:
A. By submitting a bid, the bidder represents that
1. Bidder has carefully studied and compared the Bidding Documents with each
other. Bidder understands the Bidding Documents and the bid is fully in
accordance with the requirements of those documents,
2. Bidder has thoroughly examined the site and any building located thereon,
has become familiar with local conditions which might directly or indirectly
affect the contract work, and has correlated its personal observations with the
requirements of the proposed Contract Documents, and
3. Bid is based on the materials, equipment, and systems required by the
Bidding Documents without exception.
3. BIDDING DOCUMENTS:
A. Copies
1. Bidding Documents may be obtained as set forth in the Invitation to Bid.
2. Partial sets of Bidding Documents will not be issued.
3. Bidders will use complete sets of Bidding Documents in preparing bids and
make certain that those submitting sub -bids to them have access to all
portions of the documents that pertain to the work covered by sub -bid,
including General Conditions, Supplementary Conditions, and Division 01.
Bidder assumes full responsibility for errors or misinterpretations resulting
from use of partial sets of Bidding Documents by itself or any sub - bidder.
B. Interpretation or Correction Of Bidding Documents
1. Bidders will request interpretation or correction of any apparent errors,
discrepancies and omissions in the Bidding Documents.
2. Corrections or changes to Bidding Documents will be made by written
addenda.
C. Substitutions and Equal Products
1. Generally speaking, substitutions for specified products and systems, as
defined in the Uniform Commercial Code, are not acceptable. However,
equal products may be approved upon compliance with Contract Document
requirements.
509 -5948 1 Instructions to Bidders
Rexburg 4 & 15 Parking Lot Feb 2008
R
2. The terms 'Acceptable Manufacturers', 'Approved Manufacturers 'Suppliers,
Installers' and 'VMR (Value Managed Relationship) Manufacturers /
Suppliers /Installers' are used throughout the Project Manual to differentiate
among the options available to Contractor regarding specified products,
manufacturers, and suppliers. See Section 016000 for options available
regarding acceptance of equal products.
3. Base bid only on materials, equipment, systems, suppliers or performance
qualities specified in the Bidding Documents.
4. Architect is only authorized to consider requests for approval of equal
products to replace specified products in Sections where the heading
'Acceptable Manufacturers' is used and statement, 'Equal as approved by
Architect before bidding. See Section 016000' or'Equal as approved by
Architect before installation. See Section 016000,' appears. In Sections
where the afore- mentioned statements do not appear and a different heading
is used, Architect is authorized as Owner's representative to decline
consideration of requests for approval of equal products. Approvals of equal
products in such Sections must be made by Owner and will generally be for
subsequent Projects.
D. Addenda - Addenda will be sent to bidders and to locations where Bidding
Documents are on file no later than one week prior to bid opening or by fax no later
than 48 hours prior to bid opening.
4. BIDDING PROCEDURES:
A. Form and Style of Bids
1. Use Owner's Bid Form.
2. Fill in all blanks on Bid Form by typewriter or by printing manually in ink.
Signatures will be in longhand and executed by representative of bidder duly
authorized to make contracts.
3. Bids will bear no information other than that requested on bid form. Do not
delete from or add to the information requested on the bid form.
B. Bid Security
1. Each bid will be accompanied by a bid bond naming Owner, as listed in the
Agreement, as obligee. If Bidder refuses to enter into a Contract or fails to
provide bonds and insurance required by the General Conditions, amount of
bid security will be forfeited to Owner as liquidated damages, not as a penalty.
2. Bid bond will be issued by a surety company meeting requirements of the
General Conditions for surety companies providing bonds and will be
submitted on AIA Document A310, Bid Bond or AIA authorized equivalent
provided by surety company. The attomey4n -fact who executes the bond on
behalf of the surety will affix to the bond a certified and current copy of the
power of attorney.
3. Owner may retain bid security of bidders to whom an award is being
considered until -
a. Contract has been executed and bonds have been furnished,
b. Specified time has elapsed so bids may be withdrawn, or
C. AN bids have been rejected.
509 -5948
Rexburg 4 815 Parking Lot
2
Feb 2008
Instructions to Bidders
C. Submission of Bids
1. Submit bid in sealed opaque envelope containing only bid form and bid
security. Envelopes will be sealed, bear bidder's name, and include the
following:
BID FOR
Rexburg 4 & 15 Parking Lot Addition — Rexburg Idaho East Stake
509 -5948
If bid is sent by mail, enclose sealed envelope in separate mailing envelope
with notation'SEALED BID ENCLOSED' on face.
2. It is bidder's sole responsibility to see that its bid is received at specified time.
Bids received after specified bid opening time will be returned to bidders
unopened.
3. No oral, facsimile transmitted, telegraphic, or telephonic bids, modifications,
or cancellations will be considered.
D. Modification or Withdrawal of Bid
1. Bidder guarantees there will be no revisions or withdrawal of bid amount for
45 days after bid opening.
2. Prior to bid opening, bidders may withdraw bid by written request or by
reclaiming bid envelope.
3. Prior to bid opening, bidder may mark and sign on the sealed envelope that
bidder acknowledges any or all Addenda.
5. CONSIDERATION OF BIDS:
A. Opening of Bids - See Invitation to Bid.
B. Rejection of Bids - Owner reserves right to reject any or all bids and to waive any
irregularity therein.
C. Acceptance of Bid
1. No bidder will consider itself under contract after opening and reading of bids
until Agreement between Owner and Contractor is fully executed.
2. Bidder's past performance, organization, subcontractor selection, equipment,
and ability to perform and complete its contract in manner and within time
specified, together with amount of bid, will be elements considered in award
of contract_
6. POST -BID INFORMATION:
A. The conditionally accepted bidder submitting a bid involving subcontractors will
submit its list of proposed subcontractors in a meeting to be held immediately after
bid opening.
7. PERFORMANCE BOND AND PAYMENT BOND:
A. Bond Requirements - Performance Bond and Labor and Material Payment bond
will be required for this Project as specified in the General Conditions.
509 -5948 3 Instructions to Bidders
Rexburg 4 & 15 Parking Lot Feb 2008
B. Time of Delivery of Bonds - Bonds will be delivered to Owner with Agreement
signed by bidder.
8. FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR:
A. Agreement form will be similar to Owner's sample Form of Agreement included in
Bidding Requirements.
9. MISCELLANEOUS:
A. Pre -Bid Conference
1. A pre -bid conference will be held at 11.30 am Wednesday, March 5, 2008 at
the project site.
B. Liquidated Damages - Conditions governing liquidated damages are specified in the
General Conditions and in the Supplementary Conditions.
C. Examination Schedule for Existing Building and Site
1. The project site may be examined at the bidder's convenience.
END OF DOCUMENT
509 -5948 4 Instructions to Bidders
Rexburg 4 & 15 Parking Lot Feb 2008
INFORMATION AVAILABLE TO BIDDERS
1. GEOTECHNICAL DATA
A. Geotechnical Report -
1. Owner has secured the services of a geotechnical engineer to aid in design of
the Project. Following conditions apply -
a. A geotechnical report has been prepared by Xcell Engineering. LC
referred to as the Geotechnical Engineer.
b. Copy of this report will be issued to each invited General Contractor.
C. Copy of this report may also be inspected at office of Architect or
Owner.
d. This report was obtained solely for use in design by Architect and is not
a part of the Contract Documents. It is not intended that Contractor
rely on geotechnical engineer's report.
e. Reports are provided for Contractor's information but are not a warranty
of subsur€aee conditions.
END OF DOCUMENT
509 -5948 1 Information Available to Bidders
Rexburg 4 & 15 Parking Lot Feb 2008
EQUAL PRODUCT APPROVAL REQUEST FORM
Project Name:
TO:
FROM:
BID DATE:
Request Number:
A proposed product is not legally approved and cannot legally be included in a bid or used in the Work
until it appears in an Addendum or other Contract Modification as defined in the General Conditions. See
Instructions To Bidders Paragraph 3,C, General Conditions, and Section 016000.
PROPOSED EQUAL PRODUCT:
Specification Section:
Specified Products:
Proposed Product:
The Undersigned certifies:
1. Proposed equal product has been fully investigated and determined to be equal or superior in all
respects to specified products.
2. Same warranty will be furnished for proposed equal product as for specified products.
3. Same maintenance service and source of replacement parts, as applicable, is available.
4. Proposed equal product will have no adverse effect on other trades and will not affect or delay
progress schedule.
5. Proposed equal product does not affect dimensions and functional clearances.
ATTACHMENTS:
Include the following attachments -
1. Copy of the Project Manual Section where the proposed equal product would be specked,
rewritten or red -lined to include any changes necessary to correctly specify the proposed equal
product Identify completely changes necessary to the original Project Manual Section.
2. Copies of details, elevations, cross- sections, and other elements of the Project Drawings redone as
necessary to show changes necessary to accommodate proposed equal product Identify
completely the changes from the original Drawings.
3. Complete product literature and technical data, installation and maintenance instructions, test
results, and other information required to show complete conformance with requirements of the
Contract Documents.
SIGNED:
Company
Address
City, State, Zip
Telephone —
509 -5948
Rexburg 4 & 15 Parking Lot
FAX
1 Equal Product Approval Request Form
Feb 2008
REVIEW COMMENTS:
Accepted. See Addenda Number
Submission Not In Compliance With Instructions. Respond to attached comments and resubmit.
Proposed Equal Product Not Acceptable. Use specified products.
Not Reviewed. Submission received too late. Use specified products.
ADDITIONAL COMMENTS:
BY:
DATE:
509 -5948 2 Equal Product Approval Request Form
Rexburg 4 & 15 Parking Lot Feb 2008
BID FORM
FOR GENERAL CONTRACT WORK (U.S.)
OWNER:
Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter -day Saints, a Utah corporation sole ( "Owner ")
Architect:
JHS Architects, P.A.
125 N. Garfield Ave.
Pocatello, Idaho 83204
BID
1. In submitting this Bid, Bidder represents that:
a. If this Bid is accepted, Bidder will enter into an agreement with Owner to perform and furnish the Work described in the
Bidding Documents for the Bid Price and within the Time of Substantial Completion indicated in this Bid and in accordance
with the other terms and conditions of the Contract Documents.
b. Bidder has carefully examined Set(s) Number
of the Bidding Documents consisting of the Project Manual containing the
Bidding Requirements, the Conditions of the Contract, and the Specifications, entitled
the Drawings entitled
dated and including sheets numbered
and addenda numbers
C. Bidder has examined the site of the work, existing conditions, and all other conditions affecting the work on the above -named
Project
d. Bidder has carefully correlated the information known to Bidder and information and observations obtained from visits to the
site with the Bidding Documents.
e. Bidder is familiar with federal, State, and local laws and regulations applicable to Project.
f. Bidder guarantees there will be no revisions or withdrawal of bid amount for forty -five (45) days after the bid opening.
2. Bidder hereby proposes to furnish all materials, labor, equipment, tools, transportations, services, licenses, fees, permits, etc, required
by said documents to complete the Work described by the Contract Documents for the lump -sum of
Bidder agrees to achieve substantial completion of the Work within the number of days indicated in the Invitation to Bid.
4. Enclosed is a Bid Bond for not less than five percent (5 %) of the bid.
RESPECTFULLY SUBMITTED:
Date
License No.
Dollars
Company name
Signature
(print signor--s name)
Title
Business Address
City, State, and Zip Code
Telephone FAX
5. Unit Prices — See Section 01 2200 for description of unit prices.
Replacement of Concrete Walks /SF
509 -5948 1 Bid Form
Rexburg 4 & 15 Parking Lot Feb 2008
SECTION 011100
SUMMARY OF WORK
PART 1 - GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS:
A. Provisions contained in Division 01 apply to Sections of Divisions 02 through 49 of Specifications.
Instructions contained in Specifications are directed to Contractor. Unless specifically provided
otherwise, obligations set forth in Contract Documents are obligations of Contractor.
B. Contractor will furnish total labor, materials, equipment, and services necessary to perform The Work
in accordance with Contract Documents.
1.2 WORK BY OWNER:
None
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION: Not Used
END OF SECTION
509 -5948 1 Section 01 1100
Rexburg 4 & 15 Parking Lot Feb 2008 Summary of Work
SECTION 012200
PART 1 - GENERAL
1.1 UNIT PRICE MEASUREMENT
UNIT PRICES
A. Unit prices listed by Contractor on Bid Form will be used to price changes to Contract Sum. Such unit
prices include all labor, material, equipment, overhead, profit, and taxes.
B. Unit Price Measurement:
1. Keep daily log of each Unit Price item which includes:
a. A description of Unit Price Item.
b. Quantity.
c. Date.
d. Time of Day with place for AM and PM.
e. Signature of person preparing log.
2. Submit copy of log to Architect with daily construction reports.
1.2 UNIT PRICE PAYMENT
A. Contract Sum will be adjusted by change order to reflect variance, if any, of actual quantities from
amount included in base bid for each Unit Price.
1.3 UNIT PRICE SCHEDULE
A. Replacement of Concrete Walks: Includes removal and disposal of existing concrete walks, prepare
sub -base as needed, furnish and install 4" deep granular base per specifications and furnish and
install 6° thick reinforced concrete walk per specifications. Unit price is to be for cost per square foot.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION: Not Used
END OF SECTION
509 -5948 1 Section 012200
Rexburg 4 & 15 Parking Lot Feb 2008 Unit Prices
SECTION 012600
CONTRACT MODIFICATION PROCEDURES
1.1 REQUESTS FOR INTERPRETATIONS (RFI's) - Contractor to Architect requesting information or
clarification.
1.2 RESPONSE TO RFI — Architect to Contractor answering the questions put forth in the associated RFI.
1.3 MINOR CHANGES IN THE WORK —Changes in the Work that cost less than $1000 and do not result in
Contract Time extensions.
1.4 SUPPLEMENTAL INSTRUCTIONS — Architect to Contractor transmitting instructions or clarifications that
do not impact Contract Amount or Contract Time. Contractor may
respond concerning Contract Amount or Contract Time impact.
1.5 FIELD CHANGES — Architect to Contractor for Minor Changes in the Work. These may be issued to avoid
delays in the work.
1.6 CONSTRUCTION CHANGE DIRECTIVES — Architect to Contractor if agreement on change in work and
change in Contract Amount is reached.
1.7 PROPOSAL REQUESTS — Architect to Contractor requesting a Cost Proposal for a change in the work.
1.8 CHANGE ORDER REQUESTS — Contractor to Architect requesting a change in Contract Amount for
changes in the work.
1.9 CHANGE ORDERS — Document that lists changes in the work and associated changes in Contract
Amount and Time. is signed and dated by Architect, Contractor and Owner's
Representative. Construction Change Directives and Change Order Requests will
be listed on Change orders.
1.10 General Conditions and Supplementary Conditions include more detailed requirements for Changes in the
Work.
END OF SECTION
509 -5948 1 Section 012600
Rexburg 4 & 15 Parking Lot Feb 2008 Contract Modification Procedures
SECTION 012900
PAYMENT PROCEDURES
1.1 PAYMENT REQUESTS
A. Use Payment Request forms provided by Owner.
B. Each Payment Request will be consistent with previous requests and payments certified by Architect
and paid for by Owner.
C. Request Preparation:
1. Complete every entry on Payment Request form.
2. Entries will match data on approved schedule of values and Contractor's Construction Schedule.
Use updated schedules if revisions have been made.
3. Submit signed Payment Request to Architect with current Construction Schedule.
D. Provide following submittals before or with submittal of Initial Payment Request:
1. List of Subcontractors.
2. Initial progress report.
3. Contractor's Construction Schedule.
4. Submittal Schedule.
E. Provide Affidavit of Contractor and Consent of Surety with Payment Request following Substantial
Completion.
1.2 SCHEDULE OF VALUES
A. Submit schedule of values on Owner s standard form to Architect 20 days minimum before
submission of Initial Payment Request as a necessary condition before payment will be processed.
Coordinate preparation of schedule of values with preparation of Contractor's Construction Schedule.
Correlate line items in Schedule of Values with other required administrative schedules and forms,
including:
1. Contractor's Construction Schedule.
2. Payment Request form.
3. Schedule of Allowances.
4. Schedule of Alternates.
END OF SECTION
509 -5948 1 Section 012900
Rexburg 4 & 15 Parking Lot Feb 2008 Payment Procedures
SECTION 013100
PROJECT MANAGEMENT AND COORDINATION
PART 1 - GENERAL
1.1 PROJECT COORDINATION
A. Project designation for this Project is Rexburg 4 & 15 Parking Lot Addition.
B. This Project designation will be included on documents generated for Project by Contractor and
Subcontractors, or be present on a cover letter accompanying such documents.
1.2 MULTIPLE CONTRACT COORDINATION
A. Contractor shall be responsible for accurately maintaining and reporting schedule of The Work from
Notice to Proceed to date of Substantial Completion.
B. Contractor shall be responsible for providing Temporary Facilities And Controls for those who perform
work on Project from Notice to Proceed to date of Substantial Completion.
C. Contractor shall be responsible for providing Construction Waste Management And Disposal services
for those who perform work on Project from Notice to Proceed to date of Substantial Completion.
D. Contractor shall be responsible for Final Cleaning for entire Project.
1.3 PROJECT MEETINGS AND
A. Preconstruction Conference:
1. Attend pneconstruction conference and organizational meeting scheduled by Architect at Project
site or other convenient location.
2. Be prepared to discuss items of significance that could affect progress, including such topics as:
a. Status of permits.
b. Construction schedule.
c. Critical Work sequencing.
d. Designation of responsible personnel.
e. Procedures for processing interpretations and Modifications.
f. Procedures for processing Payment Requests.
g. Distribution of Contract Documents.
h. Submittal of Product Data, Shop Drawings, Samples, Quality Assurance / Control submittals.
i. Preparation of record documents and O & M manuals.
j. Use of the premises.
k. Office, work, and storage areas.
I. Equipment deliveries and priorities.
m. Security.
n. Project cleanup.
o. Working hours.
p. Current problems.
q. General schedule of inspections by Architect and its consultants.
r. General inspection of tests.
3. Architect will record minutes of meetings and distribute copies to Owner and Contractor within
three working days.
509 -5948 1 Section 01 3100
Rexburg 4 & 15 Parking Lot Feb 2008 Project Management and Coordination
B. Progress Meetings:
1. Attend progress meetings at Project site at regularly scheduled intervals determined by Architect,
at least once a month.
2. Progress meetings will be open to Owner, Architect, Subcontractors, and anyone invited by
Owner, Architect, and Contractor.
3. Be prepared to discuss items of significance that could affect progress, including following -
a. Progress since last meeting.
b. Whether Contractor is on schedule.
c. Activities required to complete Project within Contract Time.
d. Labor and materials provided under separate contracts.
e. Off -site fabrication problems.
f. Access.
g. Site use.
h. Temporary facilities and services.
i. Hours of work.
j. Hazards and risks.
k. Project cleanup.
1. Quality and Work standards.
m. Status of pending modifications.
n. Documentation of information for Payment Requests.
o. Maintenance of Project records.
4. Architect will prepare minutes of progress meetings and distribute copies of minutes to Owner
and Contractor within three working days.
C. Pre - installation Conferences:
1. Attend pre - installation conferences specified in Contract Documents as scheduled by Architect.
2. Be prepared to discuss following items:
a. Requirements of Contract Documents.
b. Completed work is necessary for installation of items or systems.
c. Conditions not in compliance with installation requirements.
d. Installation and inspection schedule.
e. Coordination between trades.
f. Space and access limitations.
g. Testing.
3. Architect will prepare meeting minutes and distribute minutes to Owner and Contractor within
three working days.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION: Not Used
END OF SECTION
509 -5948 2 Section 013100
Rexburg 4 & 15 Parking Lot Feb 2008 Project Management and Coordination
SECTION 015600
TEMPORARY BARRIERS AND ENCLOSURES
PART 1 - GENERAL
1.1 General
A. Protection Of Existing Improvements: Protect streets, private roads, and sidewalks, including
overhead protection where required. Repair damage to existing improvements caused by construction
activities.
B. Protection Of Adjacent Property: Provide necessary protection for adjacent property and lateral
support thereof.
1.2 Temporary Barricades
A. Comply with standards and code requirements in erecting barricades, warning signs, and lights.
B. Take necessary precautions to protect persons, including members of the public, from injury or harm.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION: Not Used
END OF SECTION
509 -5948 1 Section 015600
Rexburg 4 & 15 Parking Lot Feb 2008 Temporary Barriers and Enclosures
SECTION 017300
PART 1 - GENERAL: Not Used
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 COMMON DEMOLITION REQUIREMENTS
EXECUTION
A. Before beginning work on Project, inspect areas in which work will be performed.
1. Photograph or video tape existing conditions, including surrounding property if necessary, which
could be misconstrued as damage resulting from selective demolition.
2. File copies of photographs with Architect before beginning demolition work.
B. Scheduling:
1. Include on Construction Schedule specified in Section 013200 detailed sequence of individual
demolition operations.
2. Coordinate with Owner for equipment and materials to be removed by Owner.
END OF SECTION
509 -5948 1 Section 01 7300
Rexburg 4 & 15 Parking Lot Feb 2008 Execution
SECTION 017700
CLOSEOUT PROCEDURES
PART 1 - GENERAL: Not Used
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 GENERAL:
A. Schedule closeout procedures in the four weeks before expiration of Contract Time. Weeks will be
marked by three Architects weekly visits before Final Closeout Review, Final Closeout Review, and
expiration of Contract Time.
B. Date of Substantial Completion shall fall within week between Architects final weekly visit and Final
Closeout Review. Date of Substantial Completion shall not occur until Construction Schedule shows
completion of construction work, unless agreed to by Architect and included on Certificate of
Substantial Completion.
3.2 PRELIMINARY CLOSEOUT REVIEWS
A. Confirm with Architect when Substantial Completion of The Work will be achieved.
1. Final three Architects weekly visits will serve as Preliminary Closeout Reviews to determine if
Final Closeout Review will occur as scheduled and that Substantial Completion of the Work will
be achieved by that date.
2. By final weekly Architect visit, notify Owner and Architect of date when Substantial Completion of
The Work will be achieved.
B. Arrange with Architect date for Final Closeout Review to confirm Substantial Completion.
3.3 CLOSEOUT REQUIREMENTS
A. Before Final Closeout Review:
1. Deliver Closeout Submittals to Architect.
2. Deliver tools, spare parts, extra stock, and similar items as required by the Contract Documents.
3. Complete start-up testing of systems, and instruction of Owner's maintenance personnel as
required by the Contract Documents.
4. Discontinue or change over and remove temporary facilities from site, along with construction
tools, mock -ups, and similar elements.
5. Complete final cleaning requirements.
3.4 FINAL CLOSEOUT REVIEW
A. Participate in Final Closeout Review.
B. When Owner and Architect have confirmed that Contractor has achieved Substantial Completion of
The Work, Owner, Architect, and Contractor will execute Certificate of Substantial Completion that
contains:
1. Date of Substantial Completion.
2. Punch List of Work not yet accepted.
509 -5948 1 Section 01 7700
Rexburg 4 & 15 Parking Lot Feb 2008 Closeout Procedures
3. Amount to be withheld for completion of Punch List work.
4. Time period for completion of Punch List work.
5. Amount of liquidated damages set forth in Supplementary Conditions to be assessed if Contractor
fails to complete Punch List work within time set forth in Certificate.
C. Final Acceptance Conference:
1. Notify Architect in writing when work on Punch List has been completed.
2. Arrange with Architect date and time for Final Acceptance Conference.
3. When Owner and Architect have confirmed that Contractor has completed Punch List work,
Architect will issue letter to Owner authorizing final payment.
END OF SECTION
509 -5948 2 Section 017700
Rexburg 4 & 15 Parking Lot Feb 2008 Closeout Procedures
SECTION 02 4113
SELECTIVE SITE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Demolish and remove portions of existing site facilities as described in Contract Documents.
B. Related Sections:
1. New and replacement work specified in appropriate specification Sections.
1.2 SUBMITTALS
A. Closeout: Identify abandoned utility and service lines and capping locations on record drawings.
1.3 SCHEDULING
A. Include on Construction Schedule specified in Section 013200 detailed sequence of individual site
demolition operations.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A.
3.2 PREPARATION
A. Notify corporations, companies, individuals, and local authorities owning conduits running to property.
1. Protect and maintain conduits, drains, sewers, pipes, and wires that are to remain on the
property.
2. Arrange for removal of wires running to and on property. Remove pipes and sewers in
accordance with instructions of above owners.
3.3 PERFORMANCE
A. Execute work in an orderly and careful manner, with due consideration for neighbors and the public.
B. Carefully remove, disassemble, or dismantle as required, and store in approved location on site,
existing items to be reused in completed work. Coordinate with Owner for equipment and materials to
be removed by Owner.
509 -5948 1 Section 02 4113
Rexburg 4 & 15 Parking Lot Feb 2008 Selective Site Demolition
C. Concrete And Paving Removal:
1. Saw cut joints between material to be removed and material to remain to full depth.
2. Hand - excavate trench 12 inches wide and 16 inches deep along concrete or paving to be
removed. Cut roots encountered with saw, axe, or pruner. Do not cut roots with excavating
equipment. Remove roots under concrete and paving to be replaced down to 12 inches below
finish grade.
3.4 CLEANING
A. Keep streets and roads reasonably clean, and sweep daily.
B. Sprinkle demolition rubbish and debris as necessary to lay dust.
C. Promptly remove demolition materials, rubbish, and debris from property.
END OF SECTION
509 -5948 2 Section 02 4113
Rexburg 4 & 15 Parking Lot Feb 2008 Selective Site Demolition
SECTION 03 3053
MISCELLANEOUS EXTERIOR CAST -IN -PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Compact sub -base for miscellaneous cast -in -place concrete as described in Contract Documents.
2. Furnish and install granular base for miscellaneous cast -in -place concrete as described in
Contract Documents.
3. Furnish and install miscellaneous cast -in -place concrete as described in Contract Documents.
4. Furnish and install sealants and curing compounds as described in Contract Documents.
B. Products Installed But Not Supplied Under This Section:
1. Light pole base anchors.
2. Pipe bollards.
C. Related Sections:
Percent Passin
1.
Section 051223:
3/4 Inch
85-100
a. Furnishing of pipe for pipe bollards.
2.
Section 07 9213:
Quality of Sealants.
3.
Section 26 5600:
Furnishing of light pole base anchors.
4.
Section 312323:
Compaction procedures and tolerances.
5.
Section 32 8423:
Sleeves for underground irrigation system.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM D 1751 -99, 'Standard Specification for Preformed Expansion Joint Filler for Concrete
Paving and Structural Construction (Non - extruding and Resilient Bituminous Types).'
1.3 QUALITY ASSURANCE
A. Meet quality assurance / control requirements specified in Section 03 3111.
PART2- PRODUCTS
2.1 MATERIALS
A. Formwork: Meet requirements specified in Section 03 1113.
L:j
Granular Base:
1. Road Base type gravel or crushed rock, graded by weight as follows:
Sieve
Percent Passin
One Inch
100
3/4 Inch
85-100
No. 4
45-60
No. 10
30-50
No. 200
5 - 10 non - plastic)
509 -5948 1 Section 03 3053
Rexburg 4 & 15 Parking Lot Feb 2008 Misc. Exterior Cast -In -Place Concrete
C. Expansion Joints:
1. 1/2 inch thick.
2. Manufactured commercial fiber type:
a. Meet requirements of ASTM D 1751.
b. Type Two Acceptable Products:
1) Conflex by Knight - Celotex, Northfield, IL www.aknightcompany.com.
2) Sealtight by W R Meadows Inc, Hampshire, IL www.wrmeadows.com.
3) Equal as approved by Architect before installation.
3. Recycled Vinyl:
a. Light gray color.
b. Type Two Acceptable Products:
1) Proflex by Oscoda Plastics Inc, Oscoda, MI www.oscodaplastics.com.
2) Equal as approved by Architect before installation.
D. Concrete: Meet requirements specified in Section 03 3111 for exterior concrete.
PART 3 - EXECUTION
3.1 PREPARATION
A. Sub -Base: Compact sub -base as specified in Section 312323.
3.2 INSTALLATION
A. Granular Base: Except under mow strips, place 4 inches minimum of granular base, level, and
compact as specified in Section 32 2213.
B. Joints:
1. Align joints of sidewalk and curb and gutter.
2. Expansion And Contraction Joints:
a. Install so top of expansion joint material is 1/4 inch below finished surface of concrete.
b. No expansion joint required between curbs and walks parallel to curb.
c. Provide expansion joint at end of walks perpendicular to and terminating at curb.
d. Spacing On Center.
Sidewalks and Curbs 50 feet
3. Scored Control Joints:
a. Depth of control joints shall be approximately one quarter of concrete slab thickness, but not
less than one and a half inches.
b. Spacing On Center
Sidewalks 5 feet
Curbs 10 feet
C. Finish:
1. Curb, Gutter, Sidewalks, Mow Strips, Flat Drainage Structures, Stairs, And Miscellaneous:
a. Broom finish.
b. Round edges including edges formed by expansion joints.
2. Remove edger marks.
3. Light Pole Bases: Exposed portion to have rubbed finish.
D. Special Requirements:
1. Form vertical surfaces full depth. Do not allow concrete to flow out from under forms in any
degree into landscaped areas.
2. Sidewalks:
a. Slope sidewalks with cross slope of 1/8 to 1/4 inch per ft in direction of intended drainage.
b. Slope sidewalks away from building one percent minimum.
c. Do not dust with cement.
509 -5948 2 Section 03 3053
Rexburg 4 & 15 Parking Lot Feb 2008 Misc. Exterior Cast -In -Place Concrete
3. Light Pale Bases: Install bond breaker consisting of three layers of 30 lb roofing felt between pole
base and adjoining sidewalk.
4. Pipe Bollards: Install plumb and fill with concrete.
5. Membrane Curing Compound: Apply specked product to curbs, gutters, sidewalks, flat drainage
structures, stairs, landings, and pads as specified in Section 03 3923.
3.3 FIELD QUALITY CONTROL
A. Inspection: To allow Architect's verification of grades and elevations, notify Architect three days
minimum before placing concrete for specified concrete site elements.
END OF SECTION
509 -5948 3 Section 03 3053
Rexburg 4 & 15 Parking Lot Feb 2008 Misc. Exterior Cast -In -Place Concrete
SECTION 03 3111
NORMAL WEIGHT STRUCTURAL CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install Project concrete work as described in Contract Documents.
2. Quality of concrete used on Project but furnished under other Sections.
B. Products Installed But Not Supplied Under This Section:
1. Inserts, bolts, boxes, templates, and fastening devices for other work, including those for bases
only for Mechanical and Electrical.
2. Concrete accessories.
C. Related Sections:
1. Divisions 26: Electrical devices including boxes, conduits, pipes, hangers, inserts, and other work
to be embedded in concrete work before placing.
2. Section 312324: Granular base course under slabs.
3. Furnishing of items to be embedded in concrete specified in Section involved.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 33 -03, 'Standard Specification for Concrete Aggregates.'
2. ASTM C 94-03, 'Standard Specification for Ready -Mixed Concrete.'
3. ASTM C 150 -04, 'Standard Specification for Portland Cement.'
4. ASTM C 260 -01, 'Standard Specification for Air - Entraining Admixtures for Concrete.'
5. ASTM C 494-04, 'Standard Specification for Chemical Admixtures for Concrete.'
6. ASTM C 618 -03, 'Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan
for Use in Concrete.'
7. ASTM E 1155 -96 (2001), 'Standard Test Method for Determining F Floor Flatness and F Floor
Levelness Numbers.'
1.3 SYSTEM DESCRIPTION
A. Performance Requirements:
1. Conform to requirements of ASTM C 94 unless specified otherwise.
2. For testing purposes, following concrete strengths are required:
a. At 7 days: 60 percent minimum of 28 day strengths.
b. At 28 days:
1) Mix Type 2: 4500 psi. Exterior curb, gutter & sidewalks.
1.4 SUBMITTALS
A. Shop Drawings: Show dimensioned locations of anchor bolts for hold -down anchors and columns.
B. Quality Assurance / Control:
1. Concrete mix design.
509 -5948 1 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
2. Delivery Tickets: Require mix plant to furnish delivery ticket for each batch of concrete. Keep
delivery tickets at job -site for use of Owner or his representatives. Tickets shall show following:
a. Name of ready -mix batch plant.
b. Serial number of ticket.
c. Date and truck number.
d. Name of Contractor.
e. Name and location of Project.
f. Specific class or designation of concrete conforming to that used in Contract Documents.
g. Amount of concrete.
h. Time loaded.
i. Type, name, manufacturer, and amount of admixtures used.
j. Amount and type of cement.
k. Total water content.
I. Sizes and weights of sand and aggregate.
1.5 QUALITY ASSURANCE
A. Pre- Installation Conference:
1. Schedule pre - installation conference after placing of footings, installation of foundation forms and
reinforcing steel, and installation of anchors, dowels, inserts, and block outs in foundation walls
and slabs, but before placing of concrete.
2. In addition to agenda items specified in Section 013100, review following:
a. Approved mix design and use of admixtures.
b. Installation scheduling, coordination, and placement of items installed in and under floor
slab.
c. Placement, finishing, and curing of concrete including cold and hot weather requirements.
d. Concrete slab tolerances and corrective measures if tolerances not met
1.6 PROJECT CONDITIONS
A. Project Environmental Requirements:
1. Cold Weather Concreting Procedures:
a. General Requirements:
1)
Materials and equipment required for heating and protection of concrete shall be
approved and available at Project site before beginning cold weather concreting.
2)
Forms, reinfoncement, metallic embedments, and fillers shall be free from snow, ice,
and frost Surfaces that will be in contact with newly placed concrete, including sub -
grade materials, shall be 35 deg F minimum at time of concrete placement.
3)
Thaw sub -grade 6 inches deep minimum before beginning concrete placement. If
necessary, re- compact thawed material.
4)
Use no frozen materials or materials containing ice.
b. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Below 40 deg
F:
1)
Temperature of concrete as placed and maintained shall be 55 deg F minimum and 75
deg F maximum.
2)
Heat concrete for 72 hours minimum after placing if regular cement is used; for 48
hours if high early strength cement is used; or longer if determined necessary by
Architect. During this period, maintain concrete surface temperature between 55 and
75 deg F.
3)
Vent flue gases from combustion heating units to outside of enclosure to prevent
carbonation of the concrete surface.
4)
Prevent concrete from drying during heating period. Maintain housing, insulation,
covering, and other protection 24 hours after heat is discontinued.
5)
After heating period, if temperature falls below 32 deg F, protect concrete from freezing
until strength of 2000 psi minimum is achieved. Protect flatwork exposed to melting
snow or rain during day and freezing during night from freezing until strength of 3500
psi minimum is achieved.
509 -5948 2 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
c. Requirements When Average 24 Hour Temperature, midnight to midnight, Is Above 40 deg
F, but when temperature falls below 32 deg F:
1) Protect concrete from freezing for 72 hours after placing, or until a strength of 2000 psi
is achieved, whichever is longer. Protect flatwork exposed to melting snow or rain
during day and freezing during night from freezing until strength of 3500 psi minimum is
achieved.
d. Protect soil supporting concrete footings from freezing under any circumstances.
2. Hot Weather Concreting Procedures:
a. Maximum concrete temperature allowed is 90 deg F in hot weather.
b. Cool aggregate and subgrades by sprinkling.
c. Avoid cement over 140 deg F.
d. Use cold mixing water or ice.
e. Use fog spray or evaporation retardant to lessen rapid evaporation from concrete surface.
PART 2- PRODUCTS
2.1 MATERIALS
A. Portland Cement: Meet requirements of ASTM C 150, Type I or II.
B. Aggregates:
1. Coarse:
a. Meet requirements of ASTM C 33 or nonconforming aggregate that by test or actual service
produces concrete of required strength and conforms to local governing codes.
b. Aggregate shall be uniformly graded by weight as follows:
1) Flat Work, Size No. 67.
Sieve
Percent Passin
One Inch
100
3/4 Inch
90-100
3/8 Inch
20-55
No.4
0 -10
No. 8
0-5
2.
Sieve
Percent Passin
3/8 Inch
100
No. 4
95-100
No. 8
80-100
No. 16
50-85
No. 30
25-60
No. 50
10-30
No. 100
2-10
C. Water: Clear, apparently clean, and potable.
D. Admixtures And Miscellaneous:
1. Mineral:
2)
All Other, Size No. 57.
Sieve
Percent Passin
1-1/2 Inch
100
One Inch
95-100
1/2 Inch
25-60
No.4
0 -10
No.8
0 -5
Fine:
a. Meet requirements of ASTM C 33.
b. A ggregate shall be uniformly graded by weight as follows:
509 -5948 3 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
a. Fly Ash Pozzolan: Meet requirements of ASTM C 618, Class F or C and with loss on ignition
(LOI) of 3 percent maximum.
2. Chemical:
a. No admixture shall contain calcium chloride nor shall calcium chloride be used as an
admixture. All chemical admixtures used shall be from same manufacturer and compatible
with each other.
b. Air Entraining Admixture:
1) Meet requirements of ASTM C 260.
2) Type Two Acceptable Products:
a) Air Mix 200 or AEA-92 by Euclid.
b) Air plus or Super Air Plus by Fritz -Pak.
c) MB -VR, MB -AE or Micro Air by Master Builders.
d) Sika Air by Sika.
e) Daravair or Darex It AEA by W R Grace.
f) Equal as approved by Architect before use. See Section 016200.
c. Water Reducing Admixture:
1) Meet requirements of C 494, Type A and containing not more than 0.05 percent
chloride ions.
2) Type Two Acceptable Products:
a) Eucon WR 75 or Eucon 91 by Euclid.
b) FR -2 or FR -3 by Fritz -Pak.
c) Pozzolith Series by Master Builders.
d) Plastocrete 160 by Sika.
e) Daracem 50155, WRDA -64, or WRDA -82 by W R Grace.
f) Equal as approved by Architect before use. See Section 016200.
d. Water Reducing, Retarding Admixture
1 ) Meet requirements of ASTM C 494, Type D and contain not more than 0.05 percent
chloride ions.
2) Type Two Acceptable Products:
a) Eucon Retarder 75 by Euclid.
b) FRA or Modified FRA by Fritz -Pak.
c) Pozzolith Series by Master Builders.
d) Plastiment by Sika.
e) Daratard-17 or Daratard -40 by W R Grace.
f) Equal as approved by Architect before use. See Section 016200.
e. High Range Water Reducing Admixture (Superplasticizer):
1) Meet requirements of ASTM C 494, Type F or G and containing not more than 0.05
percent chloride ions.
2) Type Two Acceptable Products:
a) Eucon 37 or Eucon 537 by Euclid.
b) Supercizer 1 through 7 by Fritz -Pak.
c) Rheobuild 1000 or Glenium Series by Master Builders.
d) Sikament 300 by Sika.
e) Darachem -100 or WRDA -19 by W R Grace.
f) Equal as approved by Architect before use. See Section 016200.
f. Non - Chloride, Non - Corrosive Accelerating Admixture:
1) Meet requirements of ASTM C 494, Type C or E and not contain more chloride ions
than are present in municipal drinking water.
2) Type Two Acceptable Products:
a) Accelguard 80 by Euclid.
b) Pozzolith NC 534 or 122HE or Pozzutec 20+
c) Daraset or Polarset by W R Grace.
d) Equal as approved by Architect before use. See Section 016200.
3. Evaporation Retardant:
a. Type Two Acceptable Products:
1) Sure Film J -74 by Dayton Superior.
2) Euco -Bar By Euclid Chemical Co.
3) E -Con by L & M Construction Chemicals.
4) Confilm by Master Builders.
5) Pro Film by Unitex.
509 -5948 4 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
6)
U S Spec Monofilm ER by U S Mix Products.
7)
Equal as approved by Architect before use. See Section 016200.
4. Bonding
Agents:
a. Type Two Acceptable Products:
1)
Day Chem Ad Bond (J-40) by Dayton Superior.
2)
Flex -Con by Euclid Chemical Co.
3)
Larsen Weldcrete by Larsen Products Corp.
4)
Everbond by L & M Construction Chemicals.
5)
Acryl Set by Master Builders.
6)
Sonocrete by Sonneborn.
7)
Tamms Bond by TAMMS Industries.
8)
U S Spec Multicoat by U S Mix Products.
9)
Acrylic Additive by W R Bonsai.
10)
Intralok by W R Meadows.
11)
Equal as approved by Architect before use. See Section 016200.
2.2 MANUFACTURERS
A. Contact Information:
1. Bonsai American, Charlotte, NC www.bonsal.com
2. Dayton Superior Concrete Chemicals, Miamisburg, IL www.daytonsuperiorchemical.com
3. Euclid Chemical Company, Cleveland, OH www.euclidchemical.com
4. Fritz -Pak Concrete Admixtures, Dallas, TX www.fritzpak.com
5. Grace Construction Products, Cambridge, MA www.graceconstruction.com and Grace Canada
Inc, Ajax, ON (905) 683 -8561.
6. L & M Construction Chemicals, Omaha, NE www.imcc.com
7. Larsen Weldcrete by Larsen Products Corp, Rockville, MD www.larsenproducts.com
8. Master Builders / deGussa Admixtures, Cleveland, OH www.masterbuilders.com and Master
Builders Technologies Ltd, Toronto, ON (416) 741 -3830.
9. Sika Corporation, Lyndhurst, NJ www.sikaconstruction.com and Sika Canada, Pointe Claire, QC
www.sika.ca.
10. Sonneborn / deGussa Building Systems, Shakopee, MN www.chemrex.com
11. TAMMS Industries, Mentor, OH www.tamms.com
12. Unitex, Kansas City, MO www.unitex - chemicals.com.
13. U S Mix Products Co, Denver, CO www.usspec.com
14. W R Meadows, Hampshire, IL www.wrmeadows.com
2.3 MIXES
A. Submit mix designs to meet following requirements:
1. Proportions:
a. Mix Type 1:
1) Minimum weight cement per cu yd concrete: 517 lbs.
2) Water / Cement Ratio: 0.50 maximum by weight.
b. Mix Type 2:
1) Minimum weight cement per cu yd concrete: 564 lbs.
2) Water / Cement Ratio: 0.45 maximum by weight.
c. Air Entrainment:
1) Exterior Concrete: 6 percent, plus or minus 1 -1/2 percent.
d. Do not add water any time during mixing cycle above amount required to meet specified
water / cement ratio. No reduction in the amount of cementitious material is allowed.
2. Admixtures:
a. Mix design shall show proposed admixture, amount, usage instructions, and justification for
proposed use. Do not use any admixture without Architect's written approval.
b. Mineral: An amount of specified fly ash not to exceed 20 percent of weight of cement may
be substituted for cement. If substituted, consider fly ash with cement in determining amount
of water necessary to provide specified water / cement ratio.
509 -5948 5 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
c. Chemical:
1) 4 inch slump maximum before addition of high range water reducer.
2) 8 inch slump maximum with use of high range water reducer.
3) Specified accelerator or retarder may be used if necessary to meet environmental
conditions.
PART 3 - EXECUTION
3.1 PREPARATION
A. Inserts, bolts, boxes, templates, pipes, conduits, and other accessories required by Divisions 22, 23,
and 26 shall be installed and inspected before placing concrete.
B. Install inserts, bolts, boxes, templates, pipes, conduits, and other accessories furnished under other
Sections to be installed as part of work of this Section. Tie anchor bolts for hold -down anchors and
columns securely to reinforcing steel.
C. Remove water and debris from space to be placed.
3.2 INSTALLATION
A. Site Tolerances:
1. Tolerances shall conform to requirements of ACI 117, except where specified differently.
2. Local Flatness / Levelness of Interior Slabs:
a. Specified Overall Value of F / F and Minimum Local Value of F / F when tested
in accordance with ASTM E 1155.
b. Table Four: Maximum Variation Tolerances
Thickness, standard
plus 3/8 inch, minus 1/4 inch
Openings, size
minus 1/4 inch, plus One inch
Openings, location
plus / minus 1/2 inch at center
B. Placing:
1. Place as soon after mixing as possible. Deposit as nearly as possible in final position. Placing of
concrete shall be continuous until a panel or section is complete.
2. In order to avoid overloading of forms and ties, observe following rate of filling for various air
temperatures:
a. Table Five: Placing Rate.
3
4.
5.
6.
7.
Temperature
Rate of Fill per Hour
40 deg
F
2 feet
50 deg
F
3 feet
60 deg
F
4 feet
70 deg
F
5 feet
Compact concrete in forms by vibrating and other means where required. Thoroughly work in
concrete around reinforcing bars.
Do not embed aluminum in concrete.
Do not use contaminated, deteriorated, or re- tempered concrete.
Avoid accumulation of hardened concrete.
Joints:
a. Where possible, locate joints under partitions or where joints will cause least disruption to
floor coverings.
b. Construction Joints: Locate where shown on Drawings to least impair strength of completed
structure. Construction joints in foundation walls shall not occur within 6 feet of corner and
be keyed.
C. Bonding Fresh And Hardened Concrete:
1. Re- tighten forms.
509 -5948 6 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
2. Roughen surfaces.
3. Clean off foreign matter and laitance.
4. Wet but do not saturate.
5. Slush with neat cement grout or apply bonding agent.
6. Proceed with placing new concrete.
D. Special Requirements:
1. Footings:
a. Bear 12 inches minimum into undisturbed earth or on mechanically compacted engineered
fill. Step footings at ratio of 1 -1/2 horizontal to One vertical unless detailed otherwise.
Exterior wall footing shall bear Ansert Dimension> minimum below finish grades.
b. Level top of finish footing and leave rough.
c. Where joints are required, bulkhead, key horizontally, and dowel with two No. 5 reinforcing
bars, 48 inches long.
2. Foundations And Walls: Leave steel projecting where required for floor tie.
3. Exterior Slabs:
a. Dusting with cement not permitted.
b. For continuous placing and where shown on Drawings, saw cut one inch deep control joints
before shrinkage occurs.
4. Equipment Bases: Coordinate with appropriate Sections for locations and dimensions.
5. Anchor Bolts: Place anchor bolts not tied to reinforcing steel immediately following leveling of
concrete. Reconsolidate concrete around bolt immediately after placing bolt Do not disturb bolts
during finishing process.
6. Substrate For Geocomposite Foundation Drainage System:
a. Concrete surfaces shall be of sound structural grade and have smooth finish free of fins,
ridges, protrusions, rough spalled areas, loose aggregate, exposed course aggregate, voids
or entrained air holes. Rough surfaces shall receive well - adhered parge coat
b. Repair voids, rock pockets, and excessively rough surfaces with approved non -shrink grout
or grind to match unrepaired areas.
c. Surfaces at cold joints shall be on the same plane.
E. Finishing:
1. Rubbed Finish, Exposed Vertical Surfaces:
a. Immediately after removing forms, remove joints, marks, bellies, projections, loose materials,
and cut back metal ties from surfaces to be exposed.
b. Point up voids with cement mortar, 1:2 mix, and rub exposed surface with carborundum to
smooth, even surface.
2. Steel Trowel Finishes, Interior Flatwork:
a. Float and steel trowel interior slabs after concrete has set enough to avoid bringing water
and fines to surface.
b. If power troweling is used, get approval of finish from Architect.
3. Broom Finishes, Exterior Flatwork Not Specified in Section 03 3053:
a. Broom finish exterior slabs.
b. Round edges including edges formed by expansion joints.
c. Remove edger marks.
F. Curing:
1. Concrete Flatwork And Curbs: Membrane cure as specified in Section 03 3923
3.3 FIELD QUALITY CONTROL
A. Inspection: Notify Architect three days minimum before placing concrete for footings, foundation wails,
and building slabs.
509 -5948 7 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
3.4 PROTECTION
A. Protect concrete that has not received its initial set from precipitation to avoid excess water in mix and
unsatisfactory surface finish.
B. Do not allow materials resulting from construction activities, which will affect concrete or application of
finish floor systems adversely, to come in contact with interior concrete slabs.
END OF SECTION
509 -5948 8 Section 03 3111
Rexburg 4 & 15 Parking Lot Feb 2008 Normal Weight Structural Concrete
SECTION 03 3923
MEMBRANE CONCRETE CURING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of membrane concrete curing as described in Contract Documents.
B. Related Sections:
1. Section 03 3053: Miscellaneous Cast -In -Place Concrete.
2. Section 03 3111: Normal weight structural concrete.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 309 -03, 'Standard Specification for Liquid Membrane- Forming Compounds for Curing
Concrete.'
1.3 SUBMITTALS
A. Product Data: Manufacturer's product data.
B. Quality Assurance/ Control: Manufacturer's printed installation instructions.
PART 2- PRODUCTS
2.1 MATERIALS
A. Exterior:
1. Low VOC (less than 350 grams per liter), water -bome, membrane forming curing compound
meeting requirements of ASTM C 309, Type 2.
a. Class Two Quality Standard. See Section 016200 for definition of Classes.
1) 1200 White by W. R. Meadows
b. Class Two Quality Standard. See Section 016200 for definition of Classes.
1) Vocomp 20 Cure and Seal by W. R. Meadows.
B. Interior:
1. Low VOC (less than 350 grams per liter), water -borne, membrane forming curing compound
meeting requirements of ASTM C 309, Type 1 D, Class B and containing no mineral spirits,
naptha, or other components detrimental to finish flooring installation.
2. Category Four Approved Manufacturers. See Section 016200 for definition of Categories.
a. Safe Cure & Seal (J -18) by Dayton Superior Chemical Division, Miamisburg, IL
www.daytonsuperiorchemical.com.
b. Soncrete Kure -N -Seal W or WB by Sonneborn, Shokopee, MN www.chemrex.com,
509 -5948 1 Section 03 3923
Rexburg 4 & 15 Parking Lot Feb 2008 Membrane Concrete Curing
PART 3 - EXECUTION
3.1 PREPARATION
A. Protection: Protect surfaces that will be receiving products or systems incompatible with curing
compounds. Where such surfaces do receive curing compound, remove to extent required by installer
of products and systems to be subsequently installed and at no additional cost to Owner.
END OF SECTION
509 -5948 2 Section 03 3923
Rexburg 4 & 15 Parking Lot Feb 2008 Membrane Concrete Curing
SECTION 051223
STRUCTURAL STEEL FOR BUILDINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Products Supplied But Not Installed Under This Section:
1. Structural pipe for bollards.
B. Related Sections:
1. Section 03 3053: Installation of bollards and satellite dish base.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM A 36 -03a, 'Standard Specification for Carbon Structural Steel.'
2. ASTM A 53-02, 'Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated,
Welded and Seamless.'
3. ASTM A 500-03, 'Standard Specification for Cold- Formed Welded and Seamless Carbon Steel
Structural Tubing in Rounds and Shapes.'
PART 2 - PRODUCTS
2.1 MATERIALS
A. Structural Pipe.
1. Meet requirements of ASTM A 53, Type E or S, Grade B.
a. Weight Class, STD, Schedule 40.
b. Weight Class, XS, Schedule 80.
c. Weight Class, DXS.
B. Shop Primer:
1. Concealed Steel: Fabricator's standard shop coat
2. Exposed Steel To Receive Finish: Primer shall be acceptable to Finish Manufacturer.
2.2 FABRICATION
A. After fabrication and before shop priming, hot -dip or mechanically galvanize lintels to be installed in
exterior walls, bollards, and satellite dish.
B. Shop prime steel provided under this Section.
PART 3 - EXECUTION: Not Used
END OF SECTION
509 -5948 1 Section 05 1223
Rexburg 4 & 15 Parking Lot Feb 2008 Structural Steel for Buildings
SECTION 26 0501
COMMON ELECTRICAL REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. General electrical system requirements and procedures.
2. Perform excavating and backfilling work required by work of this Division as described in Contract
Documents.
3. Make electrical connections to equipment provided under other Sections.
B. Products Supplied But Not Installed Under This Section:
1. Anchor bolts and templates for exterior lighting equipment bases.
C. Related Sections:
1. Section 312316: Criteria for performance of excavating.
2. Section 312323: Criteria for performance of backfilling.
1.2 SUBMITTALS
A. Product Data:
1. Provide following information for each item of equipment:
a. Catalog Sheets.
b. Assembly details or dimension drawings.
c. Installation instructions.
d. Manufacturer's name and catalog number.
e. Name of local supplier.
2. Furnish such information for following equipment
a. Section 26 5600: Exterior lighting fixtures, poles, and associated control equipment.
3. Do not purchase equipment before approval of product data.
B. Closeout:
1. Operations And Maintenance Manual Data:
a. Modify and add to requirements of Section 017000 as follows:
1) Provide operating and maintenance instructions for each item of equipment submitted
under Product Data.
2) Include copy of approved shop drawings.
1.3 QUALITY ASSURANCE
A Requirements of Regulatory Agencies:
1. NEC and local ordinances and regulations shall govern unless more stringent requirements are
specified.
2. Material and equipment provided shall meet standards of NEMA or UL and bear their label
wherever standards have been established and label service is available.
1.4 OWNER'S INSTRUCTIONS
A. Provide competent instructor to train maintenance personnel in operation and maintenance of
electrical equipment and systems. Factory representatives shall assist this instruction as necessary.
Schedule instruction period at time of final inspection.
509 -5948 1 260501
Rexburg 4 & 15 Parking Lot February 2008 Common Electrical Requirements
1.5 SCHEDULING
A. Include detailed sequence of individual electrical demolition operations on Construction Schedule
specified in Section 013000.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Confirm dimensions, ratings, and specifications of equipment to be installed and coordinate these with
site dimensions and with other Sections.
3.2 INSTALLATION
A. General:
1. Locations of electrical equipment shown on Drawings are approximate only. Field verify actual
locations for proper installation.
2. Coordinate electrical equipment locations and conduit runs with those providing equipment to be
served before installation or rough -in.
a. Notify Architect of conflicts before beginning work.
b. Coordinate locations of power and lighting outlets in mechanical rooms and other areas with
mechanical equipment, piping, ductwork, cabinets, etc, so they will be readily accessible and
functional.
3. Work related to other trades which is required under this Division, such as cutting and patching,
trenching, and backfilling, shall be performed according to standards specified in applicable
Sections.
3.3 FIELD QUALITY CONTROL
A. Site Tests: Test systems and demonstrate equipment as working and operating properly. Notify
Architect before test. Rectify defects at no additional cost to Owner.
END OF SECTION
509 -5948 2 260501
Rexburg 4 & 15 Parking Lot February 2008 Common Electrical Requirements
SECTION 26 0519
LINE - VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of conductors used on Project except as excluded below.
B. Related Sections:
1. Section 26 0501: Common Electrical Requirements.
1.2 DEFINITIONS
A. Line Voltage: Over 70 Volts.
PART 2- PRODUCTS
2.1 COMPONENTS
A. Line Voltage Conductors:
1. Copper with AWG sizes as shown:
a. Minimum size shall be No. 12 except where specified otherwise.
b. Conductor size No. 8 and larger and wiring inside walk -in Cooler and Freezer shall be
stranded.
2. Insulation:
a. Standard Conductor Size No. 10 And Smaller 600V type THWN or XHHW (75 deg C).
b. Standard Conductor Size No. 8 And Larger: 600V Type THW, THWN, or XHHW (75 deg C).
c. Conductors in walk-in Freezer and Cooler XHHW only.
d. Higher temperature insulation as required by NEC or local codes.
3. Colors:
a. 208Y / 120 V System:
1) Black: Phase A.
2) Red: Phase B.
3) Blue: Phase C.
4) Green: Ground.
5) White: Neutral.
b. 480Y / 277 Volt System:
1) Brown: Phase A.
2) Orange: Phase B.
3) Yellow: Phase C.
4) Gray: Neutral.
5) Green: Ground.
c. Conductors size No. 10 and smaller shall be colored full length. Tagging or other methods
for coding of conductors size No. 10 and smaller not allowed.
d. For feeder conductors larger than No. 10 at pull boxes, gutters, and panels, use painted or
taped band or color tag color -coded as specified above.
B. Standard Connectors:
1. Conductors No. 8 And Smaller: Steel spring wire connectors.
2. Conductors Larger Than No. 8: Pressure type terminal lugs.
509 -5948 1 260519
Rexburg 4 & 15 Parking Lot February 2008 Line - Voltage Electrical Power Conductors and Cables
3. Connections Outside Building: Watertight steel spring wire connections with waterproof, non-
' hardening sealant.
C. Terminal blocks for tapping conductors:
1. Terminals shall be suitable for use with 75 deg C copper conductors.
2. Acceptable Products:
a. 16323 by Cooper Bussmann, St Louis, MO www.bussmann.com
b. LBA363106 by Square D Co, Palatine, IL www.squared.com.
c. Equal as approved by Architect before bidding. See Section 016200.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General:
1. Conductors and cables shall be continuous from outlet to outlet
2. Do not use direct burial cable.
B. Line Voltage Conductors (Over 70 Volts):
1. Install conductors in raceway except where specifically indicated otherwise. Run conductors of
different voltage systems in separate conduits.
2. Route circuits at own discretion, however, circuiting shall be as shown in Panel Schedules.
Group circuit homeruns to panels as shown on Drawings.
3. Neutrals:
a. On three - phase, 4-wire systems, do not use common neutral for more than three circuits.
b. On single - phase, 3 -wire systems, do not use common neutral for more than two circuits.
c. Run separate neutrals for each circuit where specifically noted on Drawings.
d. Where common neutral is run for two or three home run circuits, connect phase conductors
to breakers in panel which are attached to separate phase legs so neutral conductors will
carry only unbalanced current Neutral conductors shall be of same size as phase
conductors unless specifically noted otherwise.
4. Pulling Conductors:
a. Do not pull conductors into conduit until raceway system is complete and cabinets and outlet
boxes are free of foreign matter and moisture.
b. Do not use heavy mechanical means for pulling conductors.
c. Use only listed wire pulling lubricants.
5. Provide positive supports for conductors in vertical raceways at following spacing minimum,
unless shorter is recommended by Manufacturer.
a. No. 18 to 1/0 100 feet.
b. No. 2/0 to 4/0 80 feet
c. 250MCM to 350MCM 60 feet.
d. 350MCM to 500MCM 50 feet
END OF SECTION
509 -5948 2 260519
Rexburg 4 & 15 Parking Lot February 2008 Line - Voltage Electrical Power Conductors and Cables
SECTION 26 0533
RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Quality of material and installation procedures for raceway, boxes, and fittings used on Project
but furnished under other Divisions.
2. Furnish and install raceway, conduit, and boxes used on Project not specified to be installed
under other Divisions.
B. Related Sections
1. Section 26 0501: General Electrical Requirements.
1.2 SYSTEM DESCRIPTION
A. Design Requirements: All aspects of design of sound system have been included as requirements of
Owner. Do not make changes to any aspects of installation, design, or equipment pertaining to sound
system without Owner's approval through Architect and Sound Consultant.
PART 2 - PRODUCTS
2.1 COMPONENTS
A. Raceway And Conduit:
1. Sizes:
a. 3/4 inch for exterior underground use.
b. 1/2 inch minimum elsewhere, unless indicated otherwise.
2. Types: Usage of each type is restricted as specified below by product.
a. Galvanized rigid steel or galvanized intermediate metal conduit (IMC) is allowed for use in all
areas. Where in contact with earth or concrete, wrap buried galvanized rigid steel and
galvanized IMC conduit and fittings completely with vinyl tape.
b. Galvanized Electrical Metallic Tubing (EMT):
1) Allowed for use only in indoor dry locations where it is:
a) Not subject to damage.
b) Not in contact with earth.
c) Not in concrete.
2) Flexible steel conduit or metal -clad cable required for final connections to indoor
mechanical equipment
c. Flexible Steel Conduit
1) Required for final connections to indoor mechanical equipment, length not to exceed 36
inches.
2) Allowed for use in indoor, dry locations in accessible ceilings, not to exceed 72 inches.
d. Galvanized Electrical Metallic Tubing (EMT), Flexible Steel Conduit, And Metal -Clad Cable
(Type MC):
1) Allowed for use only in indoor dry locations where it is:
a) Not subject to damage.
b) Not in contact with earth.
c) Not in concrete.
2) Flexible steel conduit or metal -dad cable required for final connections to indoor
mechanical equipment.
509 -5948 1 260533
Rexburg 4 & 15 Parking Lot February 2008 Raceway and Boxes for Electrical Systems
e. Schedule 40 Polyvinyl Chloride (PVC) Conduit:
1) Allowed only for exterior underground use.
2) Allowed for use only underground or below concrete with galvanized rigid steel or IMC
elbows and risers.
f. Listed, Liquid -Tight Flexible Metal Conduit:
1) Use in outdoor final connections to mechanical equipment, length not to exceed 36
inches.
2) Use for wiring inside walk -in Cooler and Freezer.
3) Use for final connections to Kitchen and Laundry equipment, length not to exceed 36
inches.
g. Pre -wired 3/8 Inch Flexible Fixture Whips: Allowed only for connection to recessed lighting
fixtures, lengths not to exceed 72 inches.
h. Electrical Non - Metallic Tubing (ENT): Allowed for use only as a raceway for control voltage
cables in concealed or inaccessible, indoor, dry locations.
3. Prohibited Raceway Materials:
a. Aluminum conduit.
b. Armored cable type AC (BX) cable.
B. Raceway And Conduit Fittings:
1. Rigid Steel Conduit And IMC: Threaded and designed for conduit use.
2. EMT:
a. Compression type.
b. Steel set screw housing type.
3. PVC Conduit
a. PVC type. Use PVC adapters at all boxes.
b. PVC components, (conduit, fittings, cement) shall be from same Manufacturer.
4. Flexible Steel Conduit Screw-in type.
5. Liquid -tight Flexible Metal Conduit Sealtite type.
6. Expansion fittings shall be equal to OZ Type AX sized to raceway and including bonding jumper.
7. Prohibited Fitting Materials:
a. Crimp -on, tap -on, indenter type fittings.
b. Cast set -screw fittings for EMT.
c. Spray (aerosol) PVC cement
C. Non - Metallic Surface Raceway:
1. Rigid PVC with white finish.
2. Two-piece, base and snap -on cover, and complete with accessories and fittings necessary for
complete installation.
3. Type One Acceptable Products:
a. Wiremold 800 Series
b. Equal as approved by Architect before bidding. See Section 016200.
D. Seal Devices: OZ Type WSK.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Confirm dimensions, ratings, and specifications of materials to be installed and coordinate these with
site dimensions and with other Sections.
3.2 INSTALLATION
a. Fittings.
B. Conduit And Raceway:
509 -5948 2 260533
Rexburg 4 & 15 Parking Lot February 2008 Raceway and Boxes for Electrical Systems
1. Make no more than four quarter bends, 360 degrees total, in any conduit run between outlet and
outlet, fitting and fitting, or outlet and fitting.
a. Make bends and offsets so conduit is not injured and internal diameter of conduit is not
effectively reduced.
b. Radius of curve shall be at least minimum indicated by NEC.
2. Cut conduit smooth and square with run and ream to remove rough edges. Cap raceway ends
during construction. Clean or replace raceway in which water or foreign matter have
accumulated.
3. Install insulated bushings on each end of raceway 1 -1t4 inches in diameter and larger. Install
expansion fittings where raceways cross building expansion joints.
4. Bend PVC conduit by hot box bender and, for PVC 2 inches in diameter and larger, expanding
plugs. Apply PVC adhesive only by brush.
5. Installation in Concrete:
a. Install no conduit in concrete unless outside diameter is less than 1/3 of slab, wall, or beam
thickness in which it is embedded.
b. Position conduits in center of concrete below reinforcing steel, and separated by minimum
lateral spacing of three diameters.
c. Elbows embedded in concrete shall be rigid steel or IMC and stubouts from concrete slabs
shall extend 3 inches minimum before making connection to EMT.
d. Separate conduits penetrating structural slabs in buildings by 2 inches minimum.
e. Install seal device where underground raceways penetrate concrete building wall.
6. Underground Raceway And Conduit:
a. Bury underground raceway installed outside building 24 inches deep minimum.
b. Bury underground conduit in planting areas 18 inches deep minimum. It is permissible to
install conduit directly below concrete sidewalks, however, conduit must be buried 18 inches
deep at point of exit from planting areas.
7. Prohibited Procedures:
a. Installation of raceway beneath or embedded in concrete, except for telephone in Vestibule.
b. Use of wooden plugs inserted in concrete or masonry units for mounting raceway, supports,
boxes, cabinets, or other equipment_
c. Installation of raceway that has been crushed or deformed.
d. Use of torches for bending PVC.
e. Spray applied PVC cement.
C. Boxes:
1. Boxes shall be accessible and installed with approved cover.
2. At time of substantial completion, install blank plates on uncovered outlet boxes that are for future
use.
END OF SECTION
509 -5948 3 260533
Rexburg 4 & 15 Parking Lot February 2008 Raceway and Boxes for Electrical Systems
SECTION 26 5600
PART 1 - GENERAL
1.1 SUMMARY
EXTERIOR LIGHTING
A. Includes But Not Limited To:
1. Furnish and install exterior lighting system as described in Contract Documents.
B. Products Supplied But Not Installed Under This Section:
1. Anchor bolts.
C. Related Sections:
1. Section 03 3053: Concrete bases for light poles and installation of anchor bolts.
2. Section 26 0501: Common Electrical Requirements.
PART 2 - PRODUCTS
2.1 EQUIPMENT
A. Exterior Fixtures:
1. Finish shall meet requirements of AAMA 603.8 for baked -on organic coating, AAMA 605.2 high
performance organic coating, or AAMA Architectural Class I anodizing as necessary to provide
specified color.
2. Color shall be Manufacture's standard white, natural aluminum, or medium bronze as selected
by Architect before bidding.
3. Type One Acceptable Products:
a. As indicated on Fixture Schedule. Do not mix fixtures from different manufacturers for one
use.
b. Equals as approved by Architect before bidding. See Section 016200.
B. Parking Area Poles:
1. Designed for wind loading required for Project location as determined by Architect.
2. Aluminum hinged base type with matching aluminum anchor bolt cover secured to base.
3. Include hand hole with cover at pole base.
4. Finish And Color Match parking area fixtures.
C. Exterior Lighting Control:
1. Existing
2,2 MANUFACTURERS
A. Contact Information:
1. Cutler- Hammer Inc, Pittsburgh, PA www.eatonelectrical.com or Cutler - Hammer /Eaton Yale Ltd,
Burlington, ON (905) 333 -6442.
2. General Electric Industrial Systems, Charlotte, NC or G E Lighting Canada Inc, Mississauga, ON
www.geindustrial.com.
3. Intermatic Inc, Spring Grove, IL www.intermatic.com.
4. Paragon Electric Co Inc, Two Rivers, WI www.k=.invensys.com /paragon or Paragon Electric /
Maple Chase, Mississauga, ON (800) 951 -5526 or (905) 890 -5956.
5. Siemens Energy & Automation, Alphrata, GA www.usa.siemens_com or Siemens Canada,
Mississauga, ON (905) 819 -8000
509 -5948 1 265600
Rexburg 4 & 15 Parking Lot February 2008 Exterior Lighting
6. Square D Co, Palatine, IL or Square D / Schneider Electric, Toronto, ON www.squared.com.
7. Tork Inc, Mount Vernon, NY www.tork.com.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Interface With Other Work: Coordinate location of anchor bolts and conduit in concrete bases so pole
will be properly mounted and centered on base.
B. Install hinged light pole bases so poles can be completely lowered to ground without obstruction out
into parking area.
C. Lighting Control: Existing
END OF SECTION
509 -5948 2 265600
Rexburg 4 & 15 Parking Lot February 2008 Exterior Lighting
SECTION 310501
COMMON EARTHWORK REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited to:
1. General procedures and requirements for earthwork.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Site Verification Of Conditions:
1. 48 hours minimum before performing any work on site, contact Dig Line Inc. 1- 800 - 342 -1585 to
arrange for utility location services.
2. Perform minor, investigative excavations to verify location of various existing underground
facilities at sufficient locations to assure that no conflict with the proposed work exists and
sufficient clearance is available to avoid damage to existing facilities_
3. Perform investigative excavating 10 days minimum in advance of performing any excavation or
underground work.
4. Upon discovery of conflicts or problems with existing facilities, notify Architect by phone or fax
within 24 hours. Follow telephone or fax notification with letter and diagrams indicating conflict or
problem and sufficient measurements and details to evaluate problem.
3.2 PREPARATION
A. Protection:
1. Spillage:
a. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets
or highways.
b. Remove spillage and sweep, wash, or otherwise clean project, streets, and highways.
2. Dust Control:
a. Take precautions necessary to prevent dust nuisance, both on -site and adjacent to public
and private properties.
b. Correct or repair damage caused by dust.
3. Existing Plants And Features: Do not damage tops, trunks, and roots of existing trees and shrubs
on site that are intended to remain. Do not use heavy equipment within branch spread.
Interfering branches may be removed only with permission of Architect Do not damage other
plants and features that are to remain.
B. If specified precautions are not taken or corrections and repairs not made promptly, Owner may take
such steps as may be deemed necessary and deduct costs of such from monies due to Contractor.
Such action or lack of action on Owner's part does not relieve Contractor from responsibility for proper
protection of The Work.
509 -5948 1 Section 31 0501
Rexburg 4 & 15 Parking Lot Feb 2008 Common Earthwork Requirements
3.3 REPAIR / RESTORATION
A. Adjust existing covers, boxes, and vaults to grade.
B. Replace broken or damaged covers, boxes, and vaults.
C. Independently confirm size, location, and number of covers, boxes, and vaults that require adjustment.
3.4 FIELD QUALITY CONTROL
A. Notify Architect 48 hours before performing excavation or fill work
B. If weather, scheduling, or any other circumstance has interrupted work, notify Architect 24 hours
minimum before intended resumption of grading or compacting.
C. Owner reserves right to require additional testing to reaffirm suitability of completed work including
compacted soils that have been exposed to adverse weather conditions.
END OF SECTION
509 -5948 2 Section 31 0501
Rexburg 4 & 15 Parking Lot Feb 2008 Common Earthwork Requirements
SECTION 31 1100
CLEARING AND GRUBBING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform clearing and grubbing as necessary to prepare site for rough grading and structure
excavation as described in Contract Documents.
B. Related Sections:
1. Section 31 0501: Common Earthwork Requirements.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Tree And Brush Removal:
1. Cut off trees, shrubs, brush, and vegetative growth 12 inches maximum above ground.
2. Do not pull up or rip out roots of trees and shrubs that are to remain. If excavation through roots
is required, excavate by hand and cut roots with sharp axe. Make clean, smooth, sloping cuts.
3. Cut roots 6 inches or larger in diameter only with Architect's written permission.
B. Grubbing:
1. Grub out stumps and roots 12 inches minimum below original ground surface, except as follows:
a. Under buildings, remove roots one inch and larger entirely.
b. Entirely remove roots of plants that normally sprout from roots, as identified by Architect.
3.2 CLEANING
A. Remove from site trees, shrubs, uprooted stumps, vegetative layer, and surface debris and dispose of
legally.
B. Do not bury cuttings, stumps, roots, and other vegetative matter or burnt waste material on site.
END OF SECTION
509 -5948 1 Section 31 1100
Rexburg 4 & 15 Parking Lot Feb 2008 Clearing And Grubbing
SECTION 31 1413
TOPSOIL STRIPPING AND STOCKPILING
PART 1- GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Strip and stockpile acceptable topsoil as described in Contract Documents.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements.
2. Section 32 9113: Finish grading of existing topsoil stored on site and addition of imported topsoil.
1.2 DEFINITIONS
A. Existing topsoil is defined as total amount of soil stripped and stored for reuse, less vegetation layer
stripped and disposed of as specified in Paragraphs below.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Strip existing vegetation layer 1 inch deep from areas of site to receive buildings, landscaping, and
paving and remove from site before stripping topsoil for storage and reuse.
B. After stripping vegetation layer, prepare planting areas as shown on drawings.
1. Existing topsoil is property of Contractor with restriction that topsoil is to be used first for Project
landscape topsoil requirements and second for non - structural fill and backfill.
2. After Project fill, backfill, and landscape topsoil requirements are satisfied, remove excess
existing topsoil from site. Do not remove existing topsoil from site without Architects written
approval.
END OF SECTION
509 -5948 -1 - 31 1413
Rexburg 4 & 15 Parking Lot Feb 2008 Topsoil Stripping And Stockpiling
SECTION 312213
ROUGH GRADING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform rough grading work required to prepare site for construction as described in Contract
Documents.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements
1.2 QUALITY ASSURANCE
A. Pre- Installation Conference:
1. Schedule conference after completion of site clearing but before beginning grading work.
2. Identify benchmark to be used in establishing grades and review Contract Document
requirements for grades, fill materials, and topsoil.
3. Examine site to pre -plan procedures for making cuts, placing fills, and other necessary work.
PART 2- PRODUCTS
2.1 MATERIALS
A. Materials used for fill shall be as specified for backfill in Section 312323.
PART 3 - EXECUTION
3.1 PREPARATION
A. Before making cuts, remove topsoil over areas to be cut and filled that was not previously removed by
stripping specified in Section 31 1413. Stockpile this additional topsoil with previously stripped topsoil.
3.2 PERFORMANCE
A. Site Tolerances:
1. Maximum variation from required grades shall be 1/10 of one foot.
B. When existing grade around existing plants to remain is higher than new finish grade, perform
regrading by hand. Do not expose or damage shrub or tree roots.
C. Compact fills as specified in Section 31 2323.
D. If soft spots, water, or other unusual and unforeseen conditions affecting grading requirements are
encountered, stop work and notify Architect.
END OF SECTION
509 -5948 1 Section 312213
Rexburg 4 & 15 Parking Lot Feb 2008 Rough Grading
SECTION 312216
FINE GRADING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform fine grading work required to prepare site for paving finish grading and for landscape
finish grading and soil preparation as described in Contract Documents.
B. Related Sections:
1.
Section 310501:
2.
Section 31 1413:
3.
Section 32 1216:
4.
Section 32 1313:
5.
Section 32 9113:
6.
Section 32 9119:
1.2 QUALITY ASSURANCE
Common Site Construction Requirements.
Stripping and storing of existing topsoil.
Finish grading for asphalt paving.
Finish grading for concrete paving.
Soil preparation for landscaping.
Topsoil Placement and grading
A. Pre - installation Conference: Participate in pre - installation conference specified in Section 312213.
PART 2 - PRODUCTS - Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Do not commence work of this Section until grading tolerances specified in Section 312213 are met.
3.2 PREPARATION
A. Protection: Protect utilities and site elements from damage.
B. Surface Preparation:
1. Before grading, dig out weeds from planting areas by their roots and remove from site. Remove
rocks larger than 1 -1/2 inches in size and foreign matter such as building rubble, wire, cans,
sticks, concrete, etc.
2. Remove imported paving base material present in planting areas down to natural subgrade or
other material acceptable to Architect.
3. Limit use of heavy equipment to areas no closer than 6 feet from building or other permanent
structures
3.3 PERFORMANCE
A. Site Tolerances:
1. Maximum variation from required grades shall be 1/10 of one foot.
2. To allow for final finish grades of parking lot and planting areas, fine grade elevations before
placing topsoil are:
509 -5948 -1 - 312216
Rexburg 4 & 15 Parking Lot Feb 2008 Fine Grading
a. Sod Areas: 7 inches below top of walk or curb so that finish grade will be 1" below top of
walk or curb measured to top of sod soil.
b. Seeded Areas And Ground Cover Areas: 6 inches below top of walk or curb so that finish
grade will be 1" below top of walk or curb.
c. Shrub Areas: 16 inches below top of walk or curb to allow for 12" topsoil and 3" mulch.
B. Do not expose or damage existing shrub or tree roots.
C. Redistribute approved existing topsoil stored on site as a result of work of Section 31 1413. Remove
organic material, rocks and clods greater than 1 -112 inch in any dimension, and other objectionable
materials.
D. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch in 12 inches
minimum unless otherwise noted. Direct surface drainage in manner indicated on Drawings by
molding surface to facilitate natural run -off of water. Fill low spots and pockets with specified fill
material and grade to drain properly.
END OF SECTION
509 -5948 -2- 31 2216
Rexburg 4 & 15 Parking Lot Feb 2008 Fine Grading
SECTION 312316
PART 1 - GENERAL
1.1 SUMMARY
EXCAVATION
A. Includes But Not Limited To:
1. Perform Project excavating and trenching as described in Contract Documents, except as
specified below.
2. Procedure and quality for excavating and trenching performed on Project under other Sections
unless specifically specified otherwise.
B. Related Sections:
1. Section 31 0501: Common Earthwork Requirements.
2. Section 31 1100: Clearing and Grubbing.
3. Performance of excavating inside and outside of building required for electrical and mechanical
work is responsibility of respective Section doing work unless arranged differently by Contractor.
1.2 QUALITY ASSURANCE
A. Pre - Installation Conference: Participate in pre - installation conference specified in Section 312213.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Carefully examine site and available information to determine type soil to be encountered. Discuss
problems with Architect before proceeding with work.
3.2 PREPARATION
A. Protection of Existing Utilities:
1. Protect existing utilities identified in Contract Documents during excavation.
2. If existing utility lines not identified in Contract Documents are encountered, contact Architect
before proceeding.
3.3 PERFORMANCE
A. Excavation:
1. Building Footings And Foundations:
a. Excavate as necessary for proper placement and forming of footings and foundations.
b. Bottom of excavations to receive footings shall be undisturbed soil.
c. Excavation Carried Deeper Than Required:
1) Under Footings: Fill with concrete specified for footings.
2) Under Slabs: Use specified compacted backfill material.
509 -5948 1 Section 312316
Rexburg 4 & 15 Parking Lot Feb 2008 Excavation
2. Pavement And Miscellaneous Cast -In -Place Concrete:
a. Excavate as necessary for proper placement and forming of concrete site elements and
pavement structure. Remove vegetation and deleterious material and remove from site.
b. Backfill over - excavated areas with compacted base material specified in Section 312324.
c. Remove and replace exposed material that becomes soft or unstable.
3. Utility Trenches:
a. Unless otherwise indicated, excavation shall be open cut Short sections of trench may be
tunneled if pipe or duct can be safely and properly installed and backfill can be properly
tamped in tunnel sections and if approved by Architect.
b. Excavate to proper alignment, depth, and grade. Excavate to sufficient width to allow
adequate space for proper installation and inspection of utility piping.
c. If trenches are excavated deeper than required, backfill until trench bottom is proper depth
with properly compacted native material.
d. Pipe 4 Inches In Diameter Or Larger:
1) Grade bottom of trenches to provide uniform bearing and support for each section of
pipe on undisturbed soil at every point along its length.
2) Except where rock is encountered, take care not to excavate below depths indicated.
a) Where rock excavations are required, excavate rock with minimum over -depth of 4
inches below required trench depths.
b) Backfill over -depths in rock excavation and unauthorized over -depths with loose,
granular, moist earth, thoroughly compacted.
3) Whenever wet or unstable soil incapable of properly supporting pipe, as determined by
Architect, occurs in bottom of trench, remove soil to depth required and backfill trench
to proper grade with coarse sand, fine gravel, or other suitable material acceptable to
Architect
4. If unusual excavating conditions are encountered, stop work and notify Architect.
3.4 REPAIR / RESTORATION
A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost to
Owner. On new work, arrange for damage to be repaired by original installer.
3.5 CLEANING
A. Debris and material not necessary for Project are property of Contractor and are to be removed before
completion of Project However, if material necessary for Project is hauled away, replace with
specified fill / backfill material.
END OF SECTION
509 -5948 2 Section 31 2316
Rexburg 4 & 15 Parking Lot Feb 2008 Excavation
SECTION 312323
FILL
PART 1 -GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform Project backfilling and compacting as described in Contract Documents, except as
specified below.
2. Procedure and quality for backfilling and compacting performed on Project under other Sections
unless specifically specified otherwise.
B. Related Sections:
1. Section 310501: Common Earthwork Requirements.
2. Division 32: Compaction of sub -grade under walks and paving.
3. Performance of backfilling and compacting inside and outside of building required for electrical
and mechanical work is responsibility of respective Section doing work unless arranged differently
by Contractor.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM D 1557 -02, 'Test Method for Laboratory Compaction Characteristics of Soil Using Modified
Effort.'
2. ASTM D 2216 -98, 'Standard Test Method for Laboratory Determination of Water (Moisture)
Content of Soil and Rock.'
3. ASTM D 2487-00, 'Standard Classification of Soils for Engineering Purposes (Unified Soil
Classification System).'
4. ASTM D 2922 -01, 'Standard Test Methods for Density of Soil and Soil - Aggregate in Place by
Nuclear Methods (Shallow Depth)_'
5. ASTM D 3017 -01, 'Standard Test Method for Water Content of Soil and Rock in Place by Nuclear
Methods (Shallow Depth).'
1.3 DEFINITIONS
A. Relative Compaction: Ratio of field dry density as determined by ASTM D 2922 and ASTM D 3017 or
2216, and laboratory maximum dry density as determined by ASTM D 1557.
1.4 QUALITY ASSURANCE
A. Pre - Installation Conference: Participate in pre - installation conference specified in Section 312213.
1.5 SEQUENCING
A. Do not backfill against bituminous darripproofing for 24 hours after application of dampproofing.
B. Before backfilling, show utility and service lines being covered on record set of Drawings. Do not
backfill until utilities involved have been tested and approved by Architect and until instructed by
Architect.
509 -5948 1 Section 312323
Rexburg 4 & 15 Parking Lot Feb 2008 Fill
PART 2- PRODUCTS
2.1 MATERIALS
A. Site Material: Existing excavated material on site is suitable for use as fill and backfill to meet Project
requirements.
B. Imported Fill / Backfill:
1. Well graded material conforming to ASTM D 2487 free from debris, organic material, frozen
materials, brick, lime, concrete, and other material which would prevent adequate performance of
backfill.
a. Under Building Footprint And Paved Areas: Fill shall comply with soil classification groups
GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and 90
percent minimum of fill shall be smaller than 1 -1/2 inch in any direction.
b. Under Landscaped Areas:
1) Fill more than 36 inches below finish grade shall comply with soil classification groups
GW, GP, GM, SW, SP, or SM. Fill may not contain stones over 6 inches diameter and
90 percent minimum of fill shall be smaller than 1 -1/2 inch in any direction.
2) Fill less than 36 inches below finish grade shall comply with soil classification groups
SW, SP, SM, or SC. Fill may not contain stones larger than 1 -1/2 inches in any
direction and 90 percent minimum of fill shall be smaller than 3/8 inch in any direction.
C. Excavatable Slurry Fill / Backfill:
1. Contain maximum of 94 Ibs of cement per yard of slurry fill / backfill.
2. Minimum stable air content of 20 percent, Darafill dosage as necessary.
3. Maximum water content of 36 gallons per yard of backfill.
4. Maximum compressive strength of 150 psi at 28 days.
5. Type Two Acceptable Products:
a. Darafill by W R Grace & Co, Cambridge, MA www.na.graceconstruction.com.
b. Equal as approved by Architect before use. See Section 016200.
D. Engineered Fill:
1. In accordance with Geotechnicai Engineering Report including Addendum #1 to the Geotechnical
Engineering Report by Materials Testing and Inspection dated January 8, 2007.
PART 3 - EXECUTION
3.1 PREPARATION
A. Before placing fill, base, or finish work, prepare sub -grade as follows:
1. Do not place fill or base over frozen sub - grade.
2. Under Building Slabs / Pads, Concrete Site Elements, And Concrete Driveways And Parking
Areas: Scarify sub -grade 6 inches deep, moisture condition to uniform moisture content of
between optimum and 4 percent over optimum, and mechanically tamp 6 inches deep to 90
percent minimum of relative compaction.
3. Under Asphalt Driveways And Parking Areas: Scarify sub -grade 6 inches deep, moisture
condition to uniform moisture content between optimum and 4 percent over optimum, and
mechanically tamp to 95 percent minimum of relative compaction.
4. Landscape Areas: Compact sub -grade to 85 percent relative compaction.
3.2 PERFORMANCE
A. Fill/ Backfill:
1. General:
509 -5948 2 Section 312323
Rexburg 4 & 15 Parking Lot Feb 2008 Fill
a. Around Buildings And Structures: Slope grade away from building as specified in Section 31
2216. Hand backfill when close to building or where damage to building might result.
b. Site Utilities:
1) In Landscape Areas: Use backfill consisting of on -site soil.
2) Under Pavement And Concrete Site Elements: Extend excavatable slurry fill / backfill to
elevation of subgrade. Do not place base material until excavatable slurry fill / backfill
has cured 72 hours.
c. Do not use puddling or jetting to consolidate fill areas.
2. Compacting:
a. Fill / Backfill And Base:
1) Under Building Slabs or Pads, Driveways, And Parking Areas: Place in 8 inch
maximum layers, dampen (do not soak), and mechanically tamp to 95 percent minimum
of maximum density as established by ASTM D 1557.
2) Under Concrete Site Elements And Around Foundation Walls: Place in 8 inch
maximum layers, dampen but do not soak, and mechanically tamp to 90 percent
minimum of maximum density as established by ASTM D 1557.
3) Utility Trenches:
a) Site: Place fill in 12 inch layers and moisture condition to plus or minus 2 percent
of optimum moisture content. Compact fill to 90 percent minimum relative
compaction to within 12 inches of finish grade. Compact fill above 12 inches to 85
percent relative compaction.
b) Under Slabs: Place fill in 6 inch layers, moisture condition to plus or minus 2
percent of optimum moisture content, and compact to 95 percent minimum relative
compaction to within 4 inches of finish grade. Final 4 inches of fill shall be granular
base as specified in Section 312324.
4) Fill Slopes: Compact by rolling or using sheepsfoot roller.
5) Backfill Under Footings: Not allowed.
6) Other Backfills: Place other fills in 12 inch layers and compact to 90 percent relative
compaction.
I. Engineered Fill: In accordance with Geotechnical Engineering Report including Addendum #1 to
the Geotechnical Engineering Report by Materials Testing and Inspection dated January 8, 2007.
3.3 REPAIR / RESTORATION
A. Repair damage to other portions of the Work resulting from work of this Section at no additional cost to
Owner. On new work, arrange for damage to be repaired by original installer.
3.4 CLEANING
A. Debris and material not necessary for Project are property of Contractor and are to be removed before
completion of Project. However, if material necessary for Project is hauled away, replace with
specified fill / backfill material.
END OF SECTION
509 -5948 3 Section 312323
Rexburg 4 & 15 Parking Lot Feb 2008 Fill
SECTION 312324
GRANULAR BASE
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install granular base under interior slabs -on -grade as described in Contract
Documents.
B. Products Installed But Not Supplied Under This Section:
1. Under -slab vapor retarder and seam tape.
C. Related Sections
1. Section 03 3053: Granular base under miscellaneous cast -in -place concrete.
2. Section 07 2616: Furnishing of vapor retarder and seam tape.
3. Section 310501: Common Earthwork Requirements.
4. Section 32 1216: Base course under asphalt paving.
5. Section 32 1313: Base course under concrete paving.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM E 1643 -98, 'Standard Practice for Installation of Water Vapor Retarders Used in Contact
with Earth or Granular Fill Under Concrete Slabs.'
1.3 SEQUENCING
A. Install vapor retarder and granular base system after application of termite control and before placing
concrete. If termite control is disturbed or receives precipitation before being covered with vapor
retarder, re -apply termite control.
PART2- PRODUCTS
2.1 GRANULAR BASE
A. Gravel: 1/4 inch minimum to one inch maximum well - graded, clean gravel or crushed rock.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install vapor retarder in accordance with ASTM E 1643 and following instructions:
1. Install vapor retarder over compacted sub -grade and tops of interior stem walls so entire area
under slab is covered.
2. Lap joints 4 inches minimum and seal with specified seam tape.
509 -5948 1 Section 312324
Rexburg 4 & 15 Parking Lot January 2008 Granular Base
3. Seal vapor retarder around pipes, conduits, and other utility items that penetrate vapor retarder
using factory- fabricated boot installed as recommended by Manufacturer.
4. Except for punctures required for reinforcing and anchor bolts at top of stem walls, seal tears and
punctures before placing granular base.
B. Place 4 inches minimum of granular base over vapor retarder, level, and compact with two passes of
2 -1/2 ton minimum roller.
C. Do not allow water onto vapor retarder or granular base before placing concrete.
3.2 FIELD QUALITY CONTROL
A. Notify Architect 2 days before installation of concrete to allow inspection of vapor retarder and granular
base installation.
END OF SECTION
509 -5948 2 Section 31 2324
Rexburg 4 & 15 Parking Lot January 2008 Granular Base
SECTION 321216
ASPHALT PAVING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Prepare pavement sub -grade as described in Contract Documents to receive pavement base and
paving.
2. Furnish and install pavement base and asphaltic concrete paving in driveway and parking areas
as described in Contract Documents.
B. Related Sections:
1. Section 31 2323: Compaction procedures and tolerances for fill.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM C 131 -03, 'Standard Test Method for Resistance to Degradation of Small -Size Coarse
Aggregate by Abrasion and Impact in the Los Angeles Machine.'
2. ASTM D 977 -03, 'Standard Specification for Emulsified Asphalt.'
3. ASTM D 1075 -96 (2000), 'Standard Test Method for the Effect of Water on Compressive Strength
of Compacted Bituminous Mixtures.'
4. ASTM D 1557 -02, 'Test Method for Laboratory Compaction Characteristics of Soil Using Modified
Effort.'
5. ASTM D 1560 -92 (2000), 'Standard Test Method for Resistance to Deformation and Cohesion of
Bituminous Mixtures by Means of Hveem Apparatus.'
6. ASTM D 2397 -02, 'Standard Specification for Cationic-Emulsified Asphalt.'
1.3 SUBMITTALS
A. Product Data: Manufacturer's published product data on pre -emergent herbicide.
B. Quality Assurance / Control:
1. Mix design of asphalt concrete mixture.
2. Copies of test results from tests conducted to assure compliance to Contract Document
requirements.
3. Manufacturer's application instructions for pre - emergent herbicide.
1.4 QUALITY ASSURANCE
A. Qualifications: Pre - emergent herbicide shall be applied by applicator certified by State in which
Project is located as an applicator of agricultural chemicals.
B. Pre - Installation Conferences:
1. Participate in pre - installation conference specified in Section 312213.
2. Schedule paving pre - installation conference after surveying and staking of parking areas and
installation of sleeves, but before installation of base and paving.
509 -5948 1 Section 32 1216
Rexburg 4 & 15 Parking Lot Feb 2008 Asphalt Paving
1.5 PROJECT CONDITIONS
A. Project Environmental Requirements:
1. Do not perform work during following conditions:
a. Ambient temperature or temperature of base below 50 deg F.
b. Presence of free surface water.
c. Over - saturated base and sub -base materials.
PART2- PRODUCTS
2.1 MATERIALS
A. Pre - emergent Herbicide:
1. Selective type pre - emergence control chemical containing 40 percent Trifluralin minimum.
2. Labeled for under - pavement use.
3. Type Two Acceptable Products:
a. Treflan by Dow AgroSciences, Indianapolis, IN www.dowagro.com.
b. Trust 4EC by Agriliance LLC, St Paul, MN www.agriliance.com.
c. Equal as approved by Architect before installation. See Section 016200.
B. Base:
1. New Aggregate Base: Road Base type gravel or crushed stone, graded as follows:
a. Sieve Percent by Weight Passing Sieve
1) 1 inch 100
2) 3/4 inch 85-100
3) No. 4 45-60
4) No. 10 30-50
5) No. 200 5 - 10 (non - plastic)
2. Recycled Aggregate Base:
a. Pulverized existing Portland cement or asphalt cement concrete paving mixed uniformly with
existing aggregate base.
b. Conform to following gradation:
1) Sieve Percent by Weight Passing Sieve
a) 2 inch 100
b) 1 -1/2 inch 85-100
c) 3/4 inch 60-80
d) No. 4 30-50
e) No. 200 5-12
c. Quality Requirements as established by testing:
1) R- value: 70 minimum.
2) Sand Equivalent: 25 minimum.
3) Durability Index: 35 minimum.
C. Joint Tack Material: Emulsified asphalt meeting requirements of either ASTM D 977, Grade SS -1 h, or
ASTM D 2397, Grade CSS -1 h.
D. Pavement:
1. Asphalt Cement:
a. Viscosity- graded asphalt cement for use in pavement conforming to State Highway Standard
governing the Work.
b. Aged Residue Viscosity Grade: AR -4000 or AR -8000 as required by prevailing
temperatures.
2. Aggregates:
a. Fine to coarse mineral aggregates with wear factor less than 40 percent as determined by
ASTM C 131 and mineral filler suitable for pavement meeting following gradation
requirements:
1) Sieve Percent by Weight Passing Sieve
509 -5948 2 Section 32 1216
Rexburg 4 & 15 Parking Lot Feb 2008 Asphalt Paving
. a)
3/4 inch
100
b)
1/2 inch
95-100
c)
3/8 inch
80-95
d)
No. 4
54-71
e)
No. 8
38-54
f)
No. 30
17-32
g)
No. 200
3-8
b. Up to 15
percent by weight of total aggregate may consist of pulverized, recycled asphalt
cement concrete pavement, providing aggregate grading requirements are met.
2.2 MIXES
A. Central plant hot mix.
B. Develop mix design according to Hveem Method to achieve optimum asphalt content as shown by test
data curves based on testing samples containing 112 percent increments of asphalt content. Samples
shall include minimum of two with asphalt content above optimum and two with asphalt content below
optimum.
1. Make tests in accordance with Hveem Method: ASTM D 1560 and ASTM D 1075.
2. Final design shall meet following criteria:
a. Stabilimeter Value: Minimum 35.
b. Swell: 0.030 Maximum.
c. Air Voids: 2 percent minimum to 4 percent maximum.
d. Voids in Mineral Aggregate: 15 percent minimum.
e. Asphalt Cement by Weight of Total: Minimum 5 percent.
PART 3 - EXECUTION
3.1 APPROVED INSTALLERS
A. Approved Applicators:
1. HK Contractors, Idaho Falls, ID 208 - 523 -6600
2. TMC Contractors, Idaho Fails, ID 208 - 529 -9895
3. Mickelsen Construction Co., Blackfoot, ID 208 - 6843803
4. Zollinger Construction Rexburg, ID 208 - 356 -5516
3.2 PREPARATION
A. Survey and stake parking surfaces to indicate grading required by Contract Documents.
B. Sub - Grade:
1. Finish grade parking surface area to grades required by Contract Documents.
2. Compact as specified in Section 312323.
C. Pre - emergent Herbicide:
1. Apply to prepared subgrade dispersed in liquid. Concentrate shall be such that Manufacturer's
maximum recommended rate of chemical will be applied to every 1000 sq ft and liquid will
penetrate 2 inches minimum.
2. Application shall be no more than one day before installation of base.
3. Take necessary precautions to protect adjoining property and areas designated for planting on
building site.
509 -5948 3 Section 32 1216
Rexburg 4 & 15 Parking Lot Feb 2008 Asphalt Paving
3.3 APPLICATION
A. Site Tolerances:
1. Sub - Grade: 0.00 inches high. Measure using string line from curb to curb, gutter, flat drainage
structure, or grade break.
2. Base: Base shall be 4 inches thick minimum after compaction plus or minus 1/4 inch, except
where shown thicker on the Drawings. Measure using string line from curb to curb, gutter, flat
drainage structure, or grade break.
3. Paving:
a. Apply asphalt paving in single lift 2.5 inches thick minimum after compaction, except where
shown thicker on Drawings. Paving thicker than 2.5 inches may be applied in two lifts, the
first 2 inches thick minimum and the second 1 -1/2 inches thick minimum.
b. Paving adjacent to cast -in -place concrete site elements shall be between 1/4 inch higher
than concrete and flush with concrete.
c. Surface texture of hand worked areas shall match texture of machine -laid areas.
B. Base:
1. If roller is smaller than 8 ton, lay gravel and compact in two courses.
2. Compact as specified in Section 02315.
3. Priming: Prime base with application of 0.2 to 0.5 gallons of asphalt cement primer per square
yard if pavement will be laid more than three days after compaction of base, or if precipitation is
anticipated between completion of compaction of base and laying of pavement.
4. Recompact unprimed base if it receives precipitation before pavement is laid.
5. Remove or repair improperly prepared areas as directed by Architect.
C. Asphalt Paving:
1. Tack coat vertical concrete surfaces that will be in contact with paving.
2. Uniformly mix materials so aggregate is thoroughly coated with asphalt.
3. Application temperatures between 250 and 325 deg F.
4. Use self - propelled laydown machine unless otherwise approved by Architect.
5. Longitudinal bituminous joints shall be vertical and properly tack coated if cold. Always tack coat
transverse joints.
6. Compaction:
a. 96 percent minimum of design density as determined by:
1) ASTM D 1560.
2) Governing Standard of State where the Work is located.
b. Roll with powered equipment capable of obtaining specified density.
c. Begin breakdown rolling immediately after asphalt is placed when asphalt temperature is at
maximum. Complete breakdown rolling before mix temperature drops below 240 deg F.
Complete handwork compaction concurrently with breakdown rolling.
d. Complete intermediate rolling as soon as possible after breakdown rolling and before mix
temperature drops below 185 deg F. Do not roll paving for compaction purposes after
asphalt temperature falls below 185 deg F.
e. Execute compaction so visibility of joints is minimized. Complete finish rolling to improve
asphalt surface as soon as possible after intermediate rolling and while asphalt paving is still
warm. Do not use vibration for finish rolling.
7. Surface shall be uniform with no'birdbaths.' Leave finished surfaces clean and smooth.
Variations from specified grades shall not exceed 1/2 inch.
3.4 FIELD QUALITY CONTROL
A. Site Tests: When tested with 10 foot straight edge, surface of complete work shall not contain
irregularities in excess of 1/4 inch.
END OF SECTION
509 -5948 4 Section 32 1216
Rexburg 4 & 15 Parking Lot Feb 2008 Asphalt Paving
SECTION 321723
PAVEMENT MARKINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish material and apply pavement and curb markings as described in Contract Documents.
1.2 QUALITY ASSURANCE
A. Regulatory Requirements: Paint handicap spaces to conform to ADA Standards and local code
requirements.
1.3 PROJECT CONDITIONS
A. Project Environmental Requirements:
1. Apply only on dry surfaces, during favorable weather, and when damage by rain, fog, or
condensation not anticipated.
2. Latex Paint:
a. Atmospheric temperature above 50 deg F.
b. When temperature is not anticipated to drop below 50 deg F during drying period.
3. Alkyd or Chlorinated Rubber Paint:
a. Atmospheric temperature above 40 deg F.
b. When temperature is not anticipated to drop below 40 deg F during drying period.
PART 2 - PRODUCTS
2.1 MATERIAL
A. Paint:
1. Non- reflectorized.
2. Types:
a. Acrylic Latex for uncured paving.
b. Alkyd or chlorinated rubber for cured paving.
3. Colors:
a. Yellow: Parking stripes, crosswalk stripes, and safety markings.
b. Blue And White: Handicapped markings.
c. Red: Fire lanes and no parking zones.
B. Preformed Thermoplastic:
1. Reflectorized.
2. Colors:
a. Yellow: Parking stripes, crosswalk stripes, and safety markings.
b. Blue And White: Handicapped markings.
c. Red: Fire lanes and no parking zones.
3. Category Four Approved Product. See Section 016200 for definitions of Categories.
a. Premark Plus by Flint Trading Inc, Thomasville, NC www.flinttrading.com.
509 -5948 1 Section 32 1723
Rexburg 4 & 15 Parking Lot Feb 2008 Pavement Marking
PART 3 - EXECUTION
3.1 PREPARATION
A. Do not apply acrylic latex system until paving has cured 7 days minimum. Do not apply alkyd or
chlorinated rubber systems until paving has cured 3 months minimum.
B. Surfaces shall be dry and free of grease and loose dirt particles. Scrape and wire brush chipped or
damaged paint on existing curbs.
C. Perform layout with chalk or lumber crayon only.
3.2 APPLICATION
A. Site Tolerances:
1. General: Make lines parallel, evenly spaced, and with sharply defined edges.
2. Line Widths:
a. Plus or minus 1/4 inch variance on straight segments.
b. Plus or minus 1/2 inch variance on curved alignments.
B. Provide two coat application, each coat applied at 150 sq ft per gal. Apply second coat after three
hours minimum or when first coat is thoroughly dried, whichever is longer.
3.3 CLEANING
A. Remove drips, overspray, improper markings, and paint material tracked by traffic by sand blasting,
wire brushing, or other method approved by Architect before performance.
END OF SECTION
509 -5948 2 Section 32 1723
Rexburg 4 & 15 Parking Lot Feb 2008 Pavement Marking
SECTION 32 3113
CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install complete fence and gates as described in Contract Documents.
B. Related Sections:
1. Section 03 3053: Mow strips at fencing and setting sleeves in retaining walls.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM A 123 -02, 'Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on Iron and
Steel Products.'
2. ASTM A 153 -01 a, 'Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware.'
3. ASTM A 392 -03, 'Standard Specification for Zinc - Coated Steel Chain -Link Fence Fabric.'
4. ASTM A 1011 -03a, 'Standard Specification Steel, Sheet and Strip, Hot - Rolled, Carbon,
Structural, High - Strength Low -Alloy and High - Strength Low -Alloy with Improved Formability.'
5. ASTM C 1107 -02, 'Standard Specification for Packaged Dry, Hydraulic- Cement Grout
( Nonshrink).'
6. ASTM F 1043-00, 'Standard Specification for Strength and Protective Coatings on Metal
Industrial Chain Link Fence Framework.'
7. ASTM F 1083 -97 (2003), 'Standard Specification for Pipe, Steel, Hot - Dipped Zinc - Coated
(Galvanized) Welded, for Fence Structures.'
1.3 SUBMITTALS
A. Samples: Types of vision slats and colors for Architect's selection.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Post Setting Grout at Sleeves:
1. Commercial nonshrink grout conforming to requirements of ASTM C 1107, Type B or C.
2. Type Two Approved Products:
a. Normal Construction Grout A by W R Bonsal, Charlotte, NC www.bonsal.com.
b. Advantage 1107 Grout by Dayton Superior, Miamisburg, OH www.daytonrichmond.com.
c. NS Grout by Euclid Chemical Co, Cleveland, OH www.euclidchemical.com.
d. 5 Star Special Grout 110 by Five Star Products Inc, Fairfield, CT www.fivestarproducts.com.
e. Duragrout by L &M Construction Chemicals Inc, Omaha, NE www.imcc.com.
f. Masterflow 713 Pre -mixed Grout by Master Builders, Cleveland, OH
www. masterbu ilders. com.
g. Tamms Grout 621 by TAMMS Industries, Mentor, OH www.tamms.com.
h. U S Spec MP Grout by U S Mix Products Co www.usspec.com.
i. CG -86 Grout by W R Meadows, Elgin, IL www.wrmeadows.com.
509 -5948 1 Section 32 3113
Rexburg 4 & 15 Parking Lot Feb 2008 Chain Link Fences And Gates
Equal as approved by Architect before use. See Section 016200.
2.2 COMPONENTS
A. Fabric:
1. Chain link fabric of 9 ga wire, galvanized before or after weaving with 1.2 ounce zinc coating
conforming to requirements of ASTM A 392, Class 1
2. 2 inch square.
3. Knuckle both selvages.
B. Framework:
1. Posts and rails shall be roll- formed, self - draining shapes meeting strength requirements of
ASTM F 669, Table 3, and with 2 ounce zinc coating per sq ft of surface area conforming to
ASTM A 123.
2. Line Posts:
a. 2.375 inch outside diameter Schedule 40 tubular section weighing 3.65 Ibs /lin ft meeting
requirements of ASTM F 1083.
3. Terminal And Gate Posts:
a. 3 inch outside diameter Schedule 40 tubular section weighing 4.64 pound per lineal foot
formed from steel meeting requirements of ASTM A 1011.
4. Top And Brace Rail:
a. 1.660 inch outside diameter Schedule 40 pipe weighing 2.27 Ibs /lin ft meeting requirements
of ASTM F 1083.
5. Fittings: Pressed steel or malleable iron, hot -dip galvanized conforming to ASTM A 153. Tie
wires shall be 12 ga minimum galvanized steel or 9 ga minimum aluminum wire.
6. Tension Wire: 7 ga minimum galvanized spring steel.
2.3 MIXES
A. Post Foundation Concrete:
1. One cu ft cement, 2 cu ft sand, 4 cu ft gravel, and 5 gallons minimum to 6 gallons maximum
water.
2. Mix thoroughly before placing.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fence shall be installed by mechanics skilled and experienced in erecting fences of this type and in
accordance with Contract Documents.
1. When general ground contour is to be followed, make changes of grade in gradual, rolling
manner.
2. Evenly space posts in line of fence a maximum of 10 feet center to center.
B. Post Foundations:
1. Except atop retaining walls, set posts with concrete post foundations as specified below:
a. Line Posts Diameter 8 inches Depth 36 inches
b. Gate, End, And Corner Posts Diameter 12 inches Depth 42 inches
c. At mow strips, set top of post foundation below grade sufficient to allow for placing of mow
strip. Measure post foundation depth from top of mow strip.
d. Where fences are incorporated into slabs, measure post foundation depth from top of slab.
Extend bottom of slab footing sufficient to allow specified amount of concrete around post.
At existing slabs, install fence outside perimeter of slab.
e. For fences on retaining walls, provide 12 inch long sleeves to be cast into retaining wall. Set
pipe in sleeve and grout space between sleeve and post full.
509 -5948 2 Section 32 3113
Rexburg 4 & 15 Parking Lot Feb 2008 Chain Link Fences And Gates
C. Fence:
1. After posts have been permanently positioned and concrete cured for one week minimum, install
framework, braces, and top rail. Join top rail with 6 inch minimum couplings at not more than 21
foot centers.
2. Stretch fabric by attaching one end to terminal post and supplying sufficient tension to other end
of stretch so slack is removed.
a. Fasten fabric to line posts with be wires. Pass ties over one strand of fabric and hook under
line post flange.
b. Place one tie as close to bottom of fabric as is possible with additional ties equally spaced
between top and bottom band on approximately equal spacing not to exceed 14 inches on
center.
c. Attach fabric to roll formed terminals by weaving fabric into integral lock loops formed in
post. Attach fabric to tubular terminals with tension bars and bands.
d. Hold fabric approximately 2 inches above finish grade line.
e. On top rail, space tie wires at no more than 24 inches on center.
f. Securely attach fittings and firmly tighten nuts.
3. Slats may either be installed by hand, or pre - inserted in fabric during manufacture.
3.2 CLEANING
A. Spread dirt from foundation excavations evenly around surrounding area unless otherwise directed.
Leave area free of excess dribbles of concrete, pieces of wire, and other scrap materials.
END OF SECTION
509 -5948 3 Section 32 3113
Rexburg 4 & 15 Parking Lot Feb 2008 Chain Link Fences And Gates
SECTION 32 8423
UNDERGROUND SPRINKLERS
PART 1- GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Furnish and install planting irrigation system as described in Contract Documents complete with accessories
necessary for proper function.
B. Related Sections:
1. Section 22 1116: Stop and waste valve.
2. Division 26: Controller conduit and power to controller.
1.2 SUBMITTALS
A. Product Data:
1. Manufacturers cut sheets for each element of system.
2. Parts lists for operating elements of system.
3. Manufacturer's printed literature on operation and maintenance of operating elements of system.
B. Quality Assurance / Control:
1. Results of service pressure test before beginning work on system.
C. Closeout:
1. Record Drawings:
a. As installation occurs, prepare accurate record drawing to be submitted before final inspection,
including:
1) Detail and dimension changes made during construction.
2) Significant details and dimensions not shown in original Contract Documents.
3) Field dimensioned locations of valve boxes, manual drains, quick- coupler valves, control wire
runs not in mainline ditch, and both ends of sleeves.
4) Take dimensions from permanent constructed surfaces or edges located at or above finish grade.
5) Take and record dimensions at time of installation.
b. Reduce copy of record drawing to half size, color key circuits, and laminate both sides with 5 mil thick
or heavier plastic. Mount on 1/4 inch plywood board. Drill two 12 inch holes at top of board and hang
on hooks in Custodial Room.
2. Operations And Maintenance Manual Data:
a. Modify and add to requirements of Sermon 017000 as follows:
1) Instruction manual that contains complete instructions for system operation and maintenance,
including winterizing.
2) Complete instructions on how to drain entire backfiow preventer to prevent freezing.
1.3 QUALITY ASSURANCE
A. Qualifications:
1. Sprinkler Installation Companies:
a. Sprinkler Installation Companies shall be limited to the following:
1) All American Yards
2) Artesian
3) Early Bird
4) Greenskeeper
5) .ferry Merrill Quality Landscapes
6) Merrill Lawn Sprinklers
7) Rainmakers
8) Season's West
9) Summer Rain
10) Summit Landscape
509 -5948 -1 - 328423
Rexburg 4 & 15 Parking Lot Feb 2008 Underground Sprinklers
11) Tripple A
B. Regulatory Requirements: Work and materials shall be in accordance with latest rules and regulations, and other
applicable state or local laws. Nothing in Contract Documents is to be construed to permit work not conforming to
these codes.
C. Pre - Installation Conference: Schedule pre - installation conference before irrigation system installation begins. In
addition to items listed in Division 01, demonstrate or describe method to be used to maintain head spacing from
concrete and to stabilize heads.
1.4 DELIVERY, STORAGE, AND HANDLING
A. During delivery, installation, and storage, protect materials from damage and prolonged exposure to sunlight.
1.5 SEQUENCING
A. Install sleeves before installation of cast-in-place concrete site elements and paving.
1.6 WARRANTY
A. Standard one year guarantee stipulated in General Conditions Article 12.2 shall include:
1. Filling and repairing depressions and replacing plantings due to settlement of irrigation system trenches.
2. Adjusting system to supply proper coverage of areas to receive water.
3. Ensuring system can be adequately drained.
1.7 OWNER'S INSTRUCTIONS
A. After system is installed and approved, instruct Owner's designated personnel in complete operation and
maintenance procedures.
1.8 MAINTENANCE
A. Extra Materials:
1. Furnish following items before Final Closeout Review.
a. One heavy -duty key for stop and waste or main shut -off valve.
b. One quick coupler key with brass hose swivel.
PART 2- PRODUCTS
2.1 MATERIALS
A. Rock -Free Soil:
1. Backfill soil around PVC pipe.
2. Soil having rocks no larger than 1/2 inch in any dimension.
B. Pea Gravel:
1. For use around drains, valves, quick couplers, and impact heads.
2. 1/2 inch maximum dimension, washed rock.
C. Sand: Fine granular material naturally produced by rock disintegration and free from organic material, mica,
loam, day, and other deleterious substances.
D. Native Material: Soil native to project site free of wood and other deleterious materials and rocks over 1 -1/2
inches.
509 -5948 -2- 32 8423
Rexburg 4 & 15 Parking Lot Feb 2008 Underground Sprinklers
E. Topsoil: Existing on -site topsoil material. Remove rocks, roots, sticks, Gods, debris, and other foreign matter
over 1 -1/2 inches longest dimension encountered during trenching.
2.2 COMPONENTS
A. Pipe, Pipe Fittings, And Connections:
1. Pipe shall be continuously and permanently marked with Manufacturer's name, size, schedule, type, and
working pressure.
2. Pipe sizes shown on Drawings are minimum. Larger sizes may be substituted if at no additional cost to
Owner.
3. Pipe:
a. Pressure Lines: Schedule 40 PVC.
b. Lateral Lines: Schedule 40 PVC, or as shown on drawings.
C. Backflow Assembly Piping: Galvanized steel.
d. Quids Coupler Piping: Galvanized steel.
4. Fittings: Same material as pipe, except where detailed otherwise.
5. Sleeves:
a. Under Parking Area And Driveway Paving: Schedule 40 PVC Pipe.
b. All Other Class 200 PVC Pipe.
c_ Sleeve diameter shall be two times larger than pipe installed in sleeve.
B. Sprinkler Heads:
1. Each type of head shall be product of single manufacturer.
2. Shrub Head Bubblers:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and model shown on drawings.
3. Spray Heads in Shrub and Ground Cover:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and model shown on drawings.
4. Spray Heads in Lawn Areas:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and model shown on drawings.
5. Stream Spray Heads, 16 to 22 foot in Shrub Areas:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and Model shown on drawings.
6. Gear Driven Rotor Pop -ups:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and model shown on drawings.
C. Sprinkler Risers:
1. Pop-up rotor sprinkler heads shall have adjustable riser assembly, three ell swing joint assembly, unless
detailed otherwise on Drawings. These swing joint fittings shall be of schedule 40 PVC plastic and nipples
schedule 80 gray PVC unless otherwise designated on Drawings. Horizontal nipple parallel to side of lateral
line shall be 8 inches long minimum. All other nipples on swing joint riser shall be of length required for
proper installation of sprinkler heads.
2. Pop-up sprinkler heads, shrub spray heads, bubbler heads, and stationary spray sprinkler heads shall have
risen; made up one of the following ways:
a. Three schedule 40 stmt ells or Marlex street ells connected to lateral tee to form an adjustable riser or
pop-up riser as detailed.
b. Risers for sprinkler heads 14 inches kong minimum and 24 inches maximum.
1) Type Two Acceptable Products:
a) Rainbird: Swing Pipe with barbed fittings.
b) Hunter. SJ series with barbed fittings.
c) Toro: Super Funny Pipe with barbed fittings, SPFA -5125, SPFA- 51275.
d) Orbit: Pro-tlexx 37924, Btu4ock pipe with snap4cc fittings.
e) Equal as approved by Architect before installation. See Section 016200.
D. Automatic Irrigation Control Wiring And Controller:
1. Control wire shall be OF -UL listed, color coded PVC insulated copper conductor direct burial size 14 or PE
insulated 14 AWG color coded wire. Do not use green color coded wire.
2. Waterproof Wire Connectors:
a. Type Two Acceptable Products:
1) DBY or DBR by 3M
2) 'One Step' 20111 SP by King Safety
3) DB 57905, 57505 by Orbit.
509 -5948 -3- 32 8423
Rexburg 4 & 15 Parking Lot Feb 2008 Underground Sprinklers
4) Equal as approved by Architect before installation. See Section 016200.
3. Automatic controllers:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and model shown on drawings.
4. Automatic Rain Sensors:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Make and Model shown on drawings.
E. Valves:
1. Manual Drain Valves, only if shown on drawings: Brass bail valve with brass T handle on main lines and in
valve boxes on lateral lines.
2. Automatic Valves:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Hunter. PGV, ICV series
2) Orbit: 160 series, Production Series, Micro-valve (drip system)
3) Rainbird: DVFUU Series, PGA series, PEB series, PESB series
4) Toro: 252E Series,
5) Weathermatic: 21000 CR series, 11000 CR series
3. Isolation Valves:
a. Class Two Quality Standards. See Section 016200.
1) Make and Model shown on drawings.
4. Badcflow Preverder Make and Model shown on Drawings or as required by local code.
5. Pressure Reducing Valve: Make and model shown on Drawings or as required by local code.
6. Quids Coupling Valves and Keys:
a. Category Four Approved Products. See Section 016200 for definitions of Categories.
1) Hunter. HQ-3, HQ4 Series with HK-3, HK-4 key and HS-100 hose swivel.
2) Orbit 51029 with 51031 brass key.
3) Rainbird: 33DRC, 33DLRC, 33DK with SH-O swivel.
4) Toro: 470 Series with single lug key.
5) Weathermatic: QV75 with CH-75 key and 10SHL hose swivel.
F. Valve Accessories:
1. Valve manifolds:
a. Type Two Acceptable Products.
1) Action
2) Orbit: Model 57955/ 2 port.
3) Rainbird: MS Series.
4) Equals as approved by Architect before use. See Section 016200.
2. Plastic Valve Boxes And Extensions:
a. Type Two Acceptable Products:
1) Rainbird: VB-STD series, VB-JMB series, VB-SPR series, VB-MAX series.
2) Orbit: 53983,53993, 53753, 53985,53755,53995 (with extension boxes).
3) Carson- Brookes.
4) Plymouth Products, Div Ametek.
5) Equal as approved by Architect before use. See Section 016200.
3. Valve ID tags:
a. Type Two Acceptable Products:
1) Rainbird: VID1Y24, VID24Y48, VID1P24, VID24P48.
2) Equal as approved by Architect before use. See Section 016200-
4. Valve Box Supports: Standard size fired day paving bricks without hales.
G. Drip System:
1. Category Four Approved Products. See Section 01 600 for definitions of Categories.
a. Hunter. PCZ Series, ICZ Series drip assembly.
b. Orbit: Micxavalve, Apollo 8 manifold, (irrigation drippers & fittings).
C. Rainbird: XBT series, SXB series, XB series multi outlet, Dripline series, XCZ -LF series (low flow kits
w/ filters).
d. Toro: DZK -EZF model.
e. Salco: PVC flex hose, drip emitters, mufti- outlet emitters, wye strainers, fitters.
H. Other Components:
1. Recommended by Manufacturer and subject to Architect's review and acceptance before installation.
2. Provide components necessary to ate system and make operational.
509 -5948 -4- 32 8423
Rexburg 4 & 15 Parking Lot Feb 2008 Underground Sprinklers
2.3 MANUFACTURERS
A. Contact Information:
1. Carson Industries LLC, Glendora, CA www.carsonind.com.
2. Hunter Industries, San Marcos, CA www.hunterindustries.com.
3. King Safety Products, St Charles, MO www.kingsafety.com.
4. Nibco Inc, Elkhart, IN www.nibco.com.
5. Orbit Irrigation Products, Bountiful, UT www.orbitonline.com.
6. Plymouth Products, Div Ametek, Sheboygan, MI www.plymouthwater.com.
7. Rain Bird Sprinkler Manufacturing Corp, Glendora, CA www.rainbird.com.
8. Salco Products, Fontana, CA www.salcodrip.com.
9. Star Sight Innovations, Mountain View, WY www.starsightinnovations.com.
10. 3M, Austin, TX www.3m.com/elpd.
11. Toro Company, Irrigation Div, Riverside, CA www.toro.com.
12. Weathermatic Irrigation Products, Garland, TX www.weathermatiG.com.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Site Verification Of Conditions: Perform pressure test at stub -out on main water line provided for irrigation
system, or at near-by fire hydrant Notify Architect if pressures over 70 psi or under 55 psi are found to determine
if some re- design of system is necessary before beginning work on system.
3.2 PREPARATION
A. Protection:
1. Repair or replace work of this Section damaged during course of the Work at no additional cost to Owner
damaged work is new, installer of original work shall perform repair or replacemenL
2. Do not cut existing tree roots measuring over 2 inches in diameter in order to install irrigation lines.
B. Layout of Irrigation Heads:
1. Location of heads and piping shown on Drawings is approximate. Actual placement may vary slightly as is
required to achieve full, even coverage without spraying onto buildings, sidewalks, fences, etc.
2. During layout, consult with Architect to verify proper placement and make recommendations, where
revisions are advisable.
3. Minor adjustments in system layout will be permitted to avoid existing fixed obstructions.
4. Make certain changes from Contract Documents are shown on record drawings.
3.3 INSTALLATION
A. Trenching And Backfilling:
1. Pulling of pipe is not permitted.
2. Excavate trenches to specified depth. Remove rocks larger than 1 -1/2 inch in any direction from bottom of
trench. Separate out rocks larger than 1 -1/2 inch in any direction uncovered in trenching operation from
excavated material and remove from areas to receive landscaping.
3. Cover pipe both top and sides with 2 inches of rock -free soil as specified under PART 2 PRODUCTS.
Remainder of bacdiH to within 5 inches of finish grade shall be as specified in Section 312323. Top 5
inches of bacfdill shall be topsoil as specified in Section 32 9113.
4. Do not cover pressure main, irrigation pipe, or fittings until Architect has inspected and approved system.
B. Sleeving:
1. Sleeve water lines and control wires under walks and paving. Extend sleeves 6 inches minimum beyond
walk or pavement edge. Cover sleeve ends until pipes and wires are installed to keep sleeve dean and free
of dirt and debris.
2. Position sleeves with respect to buildings and other obstructions so pipe can be easily removed.
C. Grades And Draining:
In localities where winterization is required, grade piping so system can be completely drained or blown out
with compressed air. If system is not designed to be bkhwn out with compressed air
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a. Slope pipe to drain to control valve box where possible.
b. Where this is not possible, slope pipe to a minimum number of low points. At these low points, install:
1) 3/4 inch brass ball valve for manual drain. Do not use automatic drain valves.
2) Install 2 inch Class 200 PVC pipe over top of drain and cut at finish grade.
3) Provide rubber valve cap marker.
4) Provide one cu ft pea gravel sump at outlet of each drain.
c. Slope pipes under parking areas or driveways to drain outside these areas.
d. Provide and install quick - coupling valve or valves in location for easy blowout of entire system. Install
quick coupler valves with 4 lineal feet minimum of Schedule 80 PVC pipe between valve and main line.
D. Installation of Pipe:
1. Install pipe in manner to provide for expansion and contraction as recommended by Manufacturer.
2. Unless otherwise indicated on Drawings, install main lines and lateral lines connecting pop-up rotor and
impact sprinklers with minimum cover of 18 inches based on finished grade. Install remaining lateral lines
with minimum of 12 inches of cover based on finish grade.
3. Install pipe and wires under driveways or panting areas in specified sleeves 18 inches beksw finish grade or
as shown on Drawings.
4. Locate no sprinkler head closer than 12 inches from building foundation. Heads immediately adjacent to
mow strips, walks, or curbs shah be one inch below top of mow strip, walk, or curb and have one to 3 inches
clearance between head and mow strip, walk, or curb.
5. Cut plastic pipe square. Remove burrs at cut ends before installation so unobstructed flow will result.
6. Make solvent weld joints as follows:
a. Do not make solvent weld joints if ambient temperature is below 35 deg F.
b. Clean mating pipe and fitting with dean, dry cloth and apply one coat of P -70 primer to each.
c. Apply uniform coat of 711 solvent to outside of pipe.
d. Apply solvent to fitting in similar manner.
e. Give pipe or fitting a quarter turn to insure even distribution of solvent and make sure pipe is inserted to
full depth of fitting socket.
f. Allow joints to set at feast 24 hours before applying pressure to PVC pipe.
7. Tape threaded connections with teflon tape.
8. If pipe is larger than 3 inches, install concrete thrust blocks wherever change of direction occurs on PVC
main pressure tines.
Control Valves And Controller
1. Install valves in plastic boxes with reinforced heavy duty plastic covers. Locate valve boxes within 12 inches
of sidewalks and shrub bed edges with tops at finish grade. Do not install more than two valves in single
box
2. Place 3 inches minimum of pea gravel below bricks supporting valve boxes to drain box. Set valve boxes
over valve so all parts of valve can be reached for service. Set cover of valve box even with finish grade.
Valve box cavity shall be reasonably free from dirt and debris.
3. Wiring:
a. Tape control wire to side of main line every 10 feet Where control wire leaves main or lateral line,
enclose it in Class 200 PVC conduit.
b. Use waterproof wire connectors at splices and locate all splices within valve boxes.
C. Use white or gray color for common wire and other colors for all other wire. Each common wire may
serve only one controller.
d. Run one spare control win: from panel continuously from valve to valve throughout system similar to
common wire for use as a replacement if a wire fails. Spare win: shall be different color than other
wires, except use of green wire is not ate. Mark spare control wire in control box as an
unconnected ware. Extend spare control wires 24 inches and leave coiled in each valve box.
F. Bac kow Preventer:
1. Install 24 inches minimum from structures or hardscaping.
2. When installed adjacent to any structure, mount test cocks on side away from structure.
3. After installation, remove handles and turn over to Owner together with extra maintenance materials.
G. Sprinkler Heads:
1. Before installation of sprinkler heads, open control valves and use full head of water to flush out system.
2. Set sprinkler loads and quick- coupling valves perpendicular to finish grade.
3. Do not install sprinklers using side inlets. Install using base inlets only.
4. Set sprinkler heads at a consistent distance from existing walks, curbs, and other paved areas and to grade
by using specified components or other method demonstrated in Pre - Construction Conference.
H. Arrange valve stations to operate in an easy- to-view progressive sequence around building. Tag valves with
waterproof labels showing final sequence station assignments.
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3.4 FIELD QUALITY CONTROL
A. Site Tests: Before backfilling mainline, test pressure at 100 psi minimum for 2 hours minimum and make certain
there are no leaks. Notify Architect 2 working days minimum before conducting test.
B. Inspections:
1. Architect's irrigation design consultant, or certified water auditor recommended by consultant and approved
in writing by Architect, will review irrigation system before substantial completion.
2. Installations completed after water source has been turned off of season, as determined by Architect, will be
accepted following spring, after system can be checked for proper operation.
3. Upon acceptance of irrigation system, reviewer will provide signed acceptance certificate to be included in
Operations and Maintenance Manual. Cesiificate will include name and signature of reviewer, reviewer's
company, date of review, and reviewer's telephone number.
3.5 ADJUSTING
A. Adjust sprinkler heads to proper grade when turf is sufficiently established to allow walking on it without
appreciable harm. Such lowering and raising of sprinkler heads shall be part of original contract with no additional
cost to Owner.
B. Adjust sprinkler heads for proper distribution and trim so spray does not fall on building.
C. Adjust watering time of valves to provide proper amounts of water to plants.
END OF SECTION
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PART 1 - GENERAL
COMMON PLANTING REQUIREMENTS
1.1 SUMMARY
A. Includes But Not Limited To:
1. Common procedures and requirements for landscaping work.
B. Related Sections:
1. Section 32 0501: Common Earthwork Requirements.
2. Section 32 8423: Underground Sprinklers.
1.2 SUBMITTALS
SECTION 32 9001
A. Quality Assurance { Control:
1. Pre -Bid Submission: Verification of plant and shrub quantities and report of discrepancies.
Include with submission an itemized list of materials with quantities and units of measure of bark
dressing mulch, fertilizers, turf, plants, stakes, herbicide, topsoil, and other landscaping materials
anticipated to complete work of this Section. Purpose of submittal is to verify accuracy and
consistency of interpretation of Contract Documents by each bidder.
2. Pre -Bid Submission: Landscape Company's certification of specified qualifications.
3. Within 30 days of contract award, provide written guaranty from plant supplier that trees and
shrubs specified will be reserved and held for this project. Include location where materials will
be held.
B. Closeout: At completion of landscape work, submit two copies of typewritten instructions
recommending procedures to be established by Owner for maintenance of landscape work for one full
year after contract maintenance period ends.
1.3 QUALITY ASSURANCE
A. Qualifications:
1. Landscaping Companies:
a. Landscaping Companies shall be limited to the following:
1) Artesian
2) All American Yards
3) Early Bird
4) Greenskeeper
5) Jerry Merrill Quality Landscapes
6) Merrill Lawn Sprinklers
7) Rainmaker
8) Season's West
9) Summer Rain
10) Summit Landscape
11) Tripple A
2. Workers:
a. Trained personnel familiar with required planting procedures and Contract Documents shall
perform planting.
b. Planting shall be performed under direction of foreman or supervisor with minimum five
years experience in landscape installations.
3. Use trained personnel familiar with required planting procedures and with Contract Documents.
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Common Planting Requirements
4. Planting shall be performed under direction of foreman or supervisor with minimum five years
experience in landscape installations.
B. Pre- Installation Conferences:
1. Participate in pre - installation conference specified in Section 312213.
2. Schedule planting pre - installation conference after completion of Fine Grading specified in
Section 312216, but before beginning landscape work. In addition to requirements of Section 01
3000:
a. Establish responsibility for maintenance of new landscaping during all phases of construction
period.
b. Prepare two typical landscape planting excavations and conduct percolation test to verify
that water drains away within two hours. Discuss results of percolation tests with Architect
and Owner's representative.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver packaged materials in containers showing weight, analysis, and name of Manufacturer.
Protect materials from deterioration during delivery and while stored at site.
B. Deliver sod, plants, trees, and shrubs in healthy and vigorous condition and store in location on site
where they will not be endangered and where they can be adequately watered and kept in healthy and
vigorous condition.
1.5 SEQUENCING
A. Do not plant trees and shrubs until major construction operations are completed. Do not commence
landscaping work until work of Sections 312216 and 32 8423 has been completed and approved.
B. Coordinate installation of planting materials during normal planting seasons for each type of plant
material required.
PART 2 - PRODUCTS: Not Used
PART 3 - EXECUTION
3.1 EXAMINATION
A. Inspect site and Contract Documents to become thoroughly acquainted with locations of irrigation,
ground lighting, and utilities. Repair damage to these and other items adjacent to landscaping caused
by work of this Section or replace at no additional cost to Owner.
3.2 PREPARATION
A. Before proceeding with work, verify dimensions and quantities. Report variations between Drawings
and site to Architect before proceeding with landscape work.
1. Plant totals are for convenience of Contractor only and are not guaranteed. Verify amounts
shown on Drawings.
2. All planting indicated on Drawings is required unless indicated otherwise.
B. Protection:
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Common Planting Requirements
I . Take care in performing landscaping work to avoid conditions that will create hazards. Post signs
or barriers as required.
2. Provide adequate means for protection from damage through excessive erosion, flooding, heavy
rains, etc. Repair or replace damaged areas.
3. Keep site well drained and landscape excavations dry.
3.3 INSTALLATION
A. Hand excavate as required.
B. Maintain grade stakes until parties concerned mutually agree upon removal.
C. When conditions detrimental to plant growth are encountered, such as rubble fill or adverse drainage
conditions, notify Architect before planting.
3.4 FIELD QUALITY CONTROL
A. Inspection:
1. Do not place or plant sod, plants, trees, or shrubs until after inspection by Architect to verify they
are in healthy and vigorous condition. Notify Architect 48 hours minimum before placing or
planting of sod, plants, trees, or shrubs.
2. Architect will inspect landscaping installation approximately two weeks before Substantial
Completion. Replace landscaping that is dead or appears dead as directed by Architect within 10
days of notification and before Substantial Completion.
3.5 ADJUSTING
A. Replace damaged plantings at no additional cost to Owner.
3.6 CLEANING
A. Immediately clean up soil or debris spilled onto pavement and dispose of deleterious materials.
3.7 PROTECTION
A. Protect planted areas against traffic or other use immediately after planting is completed by placing
adequate warning signs and barricades.
B. Provide adequate protection of planted areas against trespassing, erosion, and damage of any kind.
Remove this protection after Architect has accepted planted areas.
END OF SECTION
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f
SECTION 32 9113
SOIL PREPARATION
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform soil preparation work as described in Contract Documents.
2. Furnish and apply soil additives as described in Contract Documents.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM 1557 -02, 'Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort.'
1.3 SUBMITTALS
A. Product Data: Product literature and chemical / nutrient analysis of soil amendments and fertilizers.
B. Samples: Sample of soil conditioner for approval before delivery to site. Include product analysis list.
C. Quality Assurance / Control: Delivery slips indicating amount of soil conditioner delivered to Project
site.
1.4 QUALITY ASSURANCE
A. Pre-Installation Conference: Participate in pre - installation conference specified in Section 31 2213.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Incorporate following soil amendments into topsoil from site used for Project:
1. Acceptable Soil Amendments, Soil Conditioners, And Application Rates:
a. 'Soil Pep' at the rate of 4 cu. yds. per 1,000 sq. ft.
b. Equal as approved by Architect before installation. See Section 016200.
2. Acceptable Fertilizers And Application Rates:
a. 16- 16-8 -5 at the rate of 10 lbs. per 1,000 sq. ft.
b. Equal as approved by Architect before installation. See Section 016200.
PART 3 - EXECUTION
3.1 PERFORMANCE
A. Add specified soil amendments at specified rates to lawn areas. Roto -till or otherwise mix
amendments evenly into top 4 inches of topsoil. Incorporate and leach soil amendments which require
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leaching, such as gypsum, within such time limits that soil is sufficiently dry to allow proper application
of fertilizer and soil conditioners.
END OF SECTION
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Soil Preparation
PART 1 - GENERAL
TOPSOIL PLACEMENT AND GRADING
SECTION 32 9120
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform topsoil placement and grading work required to prepare site for installation of
landscaping as described in Contract Documents.
2. Furnish and apply soil additives as described in Contract Documents.
B. Related Sections:
1. Section 31 1413: Stripping and storing of existing topsoil.
1.2 REFERENCES
A. American Society For Testing And Materials:
1. ASTM 1557 -02, 'Standard Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort.'
1.3 SUBMITTALS
A Product Data: Product literature and chemical/ nutrient analysis of soil amendments and fertilizers.
B. Samples: Sample of soil conditioner for approval before delivery to site. Include product analysis list.
C. Quality Assurance / Control:
1. Submit test on imported topsoil by licensed laboratory before use, using Owner Form 'Topsoil
Test Report.'
a. Before use, imported topsoil shall meet minimum specified requirements and be approved
by Architect.
b. If necessary, submit proposed amendments and application rates necessary to bring
imported topsoil up to minimum specified requirements.
2. Submit report stating location of source of imported topsoil and account of recent use.
1.4 QUALITY ASSURANCE
A. Pre - Installation Conference: Participate in pre - installation conference specified in Section 312213.
PART2- PRODUCTS
2.1 MATERIALS
A. Topsoil:
1. Topsoil used in landscaped areas, whether imported or from site, shall be fertile, loose, friable soil
meeting following criteria:
a. Chemical Characteristics:
1) Acidity / alkalinity range: pH 5.5 to 8.0.
2) Soluble Salts: less than 3.0 mmhos/cm.
3) Sodium Absorption Ratio (SAR): less than 6.0.
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Topsoil Placement And Grading
4) Organic Matter: greater than one percent.
b. Physical Characteristics:
1) Gradation as defined by USDA triangle of physical characteristics as measured by
hydrometer.
a) Sand: 15 to 60 percent.
b) Silt: 10 to 60 percent.
c) Clay: 5 to 30 percent.
2) Clean and free from toxic minerals and chemicals, noxious weeds, rocks larger than 1-
1/2 inch in any dimension, and other objectionable materials.
3) Soil shall not contain more than 2 percent by volume of rocks measuring over 3/32 inch
in largest size.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Do not commence work of this Section until grading tolerances specified in Section 31 2216 are met.
3.2 PREPARATION
A. Protection: Protect utilities and site elements from damage.
B. Surface Preparation:
1. Disk, till, or aerate with approved agricultural aerator to depth of 6 inches.
2. Seven days maximum before beginning seeding and planting:
a. Loosen area 4 inches deep, dampen thoroughly, and cultivate to properly break up clods
and lumps.
b. Rake area to remove clods, rocks, weeds, roots, and debris.
c. Grade and shape landscape area to bring surface to true uniform planes free from
irregularities and to provide drainage and proper slope to catch basins.
3. Limit use of heavy equipment to areas no closer than 6 feet from building or other permanent
structures. Use hand held tillers for preparation of subsoil in areas closer then 6 feet.
3.3 PERFORMANCE
A. Site Tolerances:
1. Total Topsoil Depth:
a. Lawn And Groundcover Planting Areas: 5 inches minimum.
b. Shrub Planting Areas: 12 inches minimum throughout entire shrub bed area.
2. Finish grade of planting areas before planting and after addition of soil additives shall be specified
distances below top of adjacent pavement of any kind:
a. Sodded Areas: One inches below measured to top of sod soil.
b. Seeded Areas: One inch below.
c. Shrub And Ground Cover Areas: 4 inches below measured before placing 3° layer of mulch.
B. Do not expose or damage existing shrub or tree roots.
C. Redistribute approved existing topsoil stored on site as a result of work of Section 31 1413. Remove
organic material, rocks and clods greater than 1 -1/2 inch in any dimension, and other objectionable
materials. Provide additional approved imported topsoil required to bring surface to specified elevation
relative to concrete site elements.
D. Where topsoil depth is 12 inches or greater, place topsoil in layers not to exceed 12 inches and, to
prevent settling, compact to 85 percent relative density in accordance with ASTM D 1557. Do not
place topsoil whose moisture content makes it prone to compaction during placement process.
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E. Slope grade away from building for 12 feet minimum from walls at slope of 1/2 inch in 12 inches
minimum unless otherwise noted. High point of finish grade at building foundation shall be 6 inches
minimum below finish floor level. Direct surface drainage in manner indicated on Drawings by molding
surface to facilitate natural run -off of water. Fill low spots and pockets with topsoil and grade to drain
properly.
F. After landscape areas have been prepared, take no heavy objects over them except lawn rollers.
Immediately before planting lawn and with topsoil in semi -dry condition, roll areas that are to receive
lawn in two directions at approximately right angles with water ballast roller weighing 100 to 300 lbs,
depending on soil type. Rake or scarify and cut or fill irregularities that develop as required until area
is true and uniform, free from lumps, depressions, and irregularities.
END OF SECTION
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Topsoil Placement And Grading
SECTION 33 4116
SITE STORM UTILITY DRAINAGE PIPING
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To:
1. Perform excavating and backfilling required for work of this Section.
2. Furnish and install storm drainage system as described in Contract Documents from point of
water collection to terminating point.
B. Related Sections:
1. Section 312316: Procedure and quality of excavating.
2. Section 312323: Procedure and quality of backfilling and compacting.
1.2 REFERENCES
A. American Association Of State Highway And Transportation Officials:
1. AASHTO M -252, 4 to 10 inch pipe, 'Specifications for Corrugated Polyethylene Pipe.'
2. AASHTO M -294, 12 to 48 inch pipe, 'Specifications for Corrugated Polyethylene Pipe.'
B. American Society For Testing And Materials:
1. ASTM A 74-03b, 'Standard Specification for Cast Iron Soil Pipe and Fittings.'
2. ASTM A 536-84 (99), 'Standard Specification for Ductile Iron Castings.'
3. ASTM A 929 -01, 'Standard Specification for Steel Sheet, Metallic- Coated by the Hot -Dip Process
for Corrugated Steel Pipe.'
4. ASTM C 14 -03, 'Standard Specification for Concrete Sewer, Storm Drain, and Culvert Pipe.'
5. ASTM C 76 -03, 'Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer
Pipe.'
6. ASTM C 564 -03a, 'Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and
Fittings.'
7. ASTM D 2321 -00, 'Standard Practice for Underground Installation of Thermoplastic Pipe for
Sewers and Other Gravity-Flow Applications.'
8. ASTM D 3034 -00, 'Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe
and Fittings.'
9. ASTM D 3212 -96a (2003), 'Standard Specification for Joints for Drain and Sewer Plastic Pipes
Using Flexible Elastomeric Seals.'
10. ASTM F 794-03, 'Standard Specification for Poly(Vinyl Chloride)(PVG) Profile Gravity Sewer Pipe
and Fittings Based on Controlled Inside Diameter.'
11. ASTM F 1336-02, 'Standard Specification for Poly('Vinyl Chloride)(PVC) Gasketed Sewer
Fittings.'
PART 2- PRODUCTS
2.1 MATERIAL
A. Bedding Material: 3/8 inch crushed gravel.
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Section 33 4116
Site Storm Utility Drainage Piping
2.2 COMPONENTS
A. Catch Basins, Curb Inlets, Etc:
1. Concrete:
a. Construct of 4000 psi minimum concrete.
b. Include cover inlet with cast iron frame and grate as shown on Drawings.
2. PVC:
a. Comply with requirements of ASTM D 3212. ASTM F 794, and ASTM F 1336.
b. Metal grates, Frames, and hoods shall comply with ASTM A 536, Grade 70- 50 -05.
c. Type One Acceptable Products:
1) Nyloplast -ADS, Buford, GA (866) 888 -8479. www.nyloplast - us.com.
2) Equal as approved by Architect before bidding. See Section 016200.
B. Concrete Pipe:
1. Non - Reinforced: Meet requirements of ASTM C 14.
2. Reinforced:
a. Meet requirements of ASTM C 76, plain end.
b. Determine class of pipe by depth of cover over pipe at rough - graded elevations as follows:
1) Depth Of Cover Class Of Pipe
a) Under 2 feet V
b) 2 feet to 3 feet IV
c) 3 feet to 6 feet III
d) Over 6 feet II
C. PVC Pipe And Fittings:
1. Meet requirements of ASTM D 3034, SDR 35.
2. Fittings: Slip Joint type with elastomeric seals.
D. Corrugated Polyethylene Pipe And Fittings:
1. Meet requirements of AASHTO M -252 or M -294, Type S.
a. Corrugated, helical or annular, exterior with smooth interior and gasketed connectors.
b. Corrugated, annular, with silt and watertight joints for storm sewers.
E. Corrugated Metal Pipe:
1. Meet requirements of ASTM A 929.
2. 16 gauge, standard round, galvanized with 2 ounces zinc per square foot sheet steel.
3. Corrugations:
a. 6 to 10 Inch Pipe: 1 -1/2 by 1/4 inch depth helical corrugations.
b. 12 to 60 Inch Pipe: 2 -2/3 by 1/2 inch depth helical corrugations.
F. Cast Iron Soil Pipe And Fittings:
1. Meet requirements of ASTM A 74.
2. Joint Material: Rubber gaskets meeting requirements of ASTM C 564 and compatible with pipe
used.
PART 3 - EXECUTION
3.1 PREPARATION
A. Excavate and backfill as specified in Section 312316 and 312323 with following additional
requirements:
1. Runs shall be as close as possible to those shown on Drawings.
2. Excavate to required depth.
3. Grade to obtain fall required.
4. Remove debris from trench before laying bedding and pipe.
5. Do not cut trenches near footings without consulting Architect.
6. Backfll only after pipe lines have been tested, inspected, and approved by Architect
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I
3.2 INSTALLATION
A. Concrete Pipe:
1. Provide 3 inches of uncompacted bedding material below pipe.
2. After installation of pipe, provide additional bedding material up to springline of pipe.
B. PVC / Polyethylene Pipe:
1. Install in accordance with ASTM D 2321.
2. Minimum cover for corrugated polyethylene pipe and fittings shall be 12 inches for H -20 load.
C. Use jacks to make -up gasketed joints.
3.3 FIELD QUALITY CONTROL
A. Failure to install joints properly shall be cause for rejection and replacement of piping system.
3.4 CLEANING
A. Remove excess earth from site or place as directed by Architect.
END OF SECTION
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