Sprague E 10502 University City Parking
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February 1, 1989 imsc
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Suite 7[lU
C?ld Natinna! Bwldirtg
S ~kane, WA 99201
Mr. Steve Noroblowski c~
Zoning Administrator
Spokane County Planning Department
Spokane, WA 99201
RE: University City Parking Expansion
Dear Mr. Horobfowski :
Encl osed for your review are drawi ngs describi ng improvements
which are planned to expand parking in support of University City
Shopping Center. The project design has been prepared in response
to f i ndi ngs of fact and condi ti ons requi red by the rezoni ng hear- - ~
ing for the described property conducted on Nlarch 3, 1988.
On behalf of the owner, we request your review of the proposed
desi gn. ALSC Arch i tects and ou r consul tants wi 11 be avai 1 abl e to
discuss any aspect of the project design which will assist and
expedite your review.
It is the owner's intention to bid the project and let a contract
for constructton prior to Apri 1 lst. This time frame wil l al low
completion of construction prior to the July 1, 1989 deadline.
Sincerely,
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G. Stephen Hindley, RIA ~
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Spokane County
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Department of Building & Safety
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JAMES L. MANSON, DIBEGTOR
TO : John Pederson, Planning Department
Daryl Way, Health Department
FROM: Thomas L. Davis, Code Compliance Coordinator
Department of Building and Safety
DATE: February 14, 1989
RE : February 12, 1989 - Pre-Construction Conference
East 10502 Sprague Avenue - U-City Parking
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information, please
feel free to contact me.
TLD:rmd
cc: Mr. Steve Hindley, ALSC Architects
Mr. Dean Fowler, Utilities Department
Mr. Bob McCann, Engineers Department
Mr. Dennis Scott, Public Works Director
WEST 1303 BROADWAY ~ SPOKANE, WASHDYGTON 99260 9 0050 ' TII.EPHONE (509) 456-3675
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PEENUTgs
PRE-CONSTRUC'TIO1T CONFSRENCS
EAST 10502 SPRAGUE AVENUB - U-CITY PARKING
FSBRUARY 12, 1989
CALL TO ORDER: The meeting was called to order at approximately
10:00 a.m. by Building and Safety's Code Compliance Coordinator Tom
Davis, with the following in attendance.
PffiiMIT R$VIEW PARTICIPAN'rS:
Robin Domitrovich, Building and Safety
John Pederson, Planning Department
Daryl Way, Health Department
APPLICAN'PS :
Steve Hindley, ALSC Architects
700 Old National Building, Spokane, 99201
(509) 838-8568
SOOPB/PROJgCT D$SCRIPTION:
I. General Overview - The proposal is a parking lot. The
property was re-zoned in 1987 to approve parking usage to the
shopping center. Parking is satisfied with the present lot, tile new
proposal is to address future buildings.
suMNA" oF n~ AL MQuui~rrs :
I. Planning Department (456-2205)
A. Discussion/Requirements
1. The site is subject to a zone change ZE-50-87. The
site plan was found to be generally in conformance
with the conditions of the re-zone.
2. The applicant needs to specify siqnage such as one
way lanes, entering aad exiting in order to
illustrate internal circulation.
3. One way parking on page A-2 of the revised site plan
needs to be clarified, and minor revisions need to be
made to A-2 sheet.
4. No commercial siqns will be allowed on the proposed
parking lot.
5. Approval of the site plan will not include
directional signage. However, as a condition of
release, specif ications for sucb signs are to be
submitted to the Planning Department prior to
installation for review.
B. Permit Release Requirements
1. An addendum may be submitted clarifying circulation
controls.
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2. A bond will be required for the landscaping on the
proposed project.
3. An estimate from a nursery indicating type, quantity,
and size of landscaping at time of installation needs
to be submitted for review and approval.
II. Engineering Department (456-3600)
A. Discussion/Requirements
1. The Engineers Department had already reviewed and
approved the site plan and therefore, was not
present.
III. Health District (456-6040)
A. Discussion/Requirements
1. University Shopping Center has completed connection
to the sewer system.
2. Daryl Way said that he would verify with the
Utilities Department if the other three detached
buildings located on the property have completed
connection to the sewer system.
B. Permit Release Requirements
1. Health District has authorized their release of the
site plan.
IV. Utilities Department (456-3604)
A. Discussion/Requirements
1. The Utilities Department having no comments for the
proposed project was not present.
V. Building and Safety (456-3675)
A. Discussion/Requirements
1. Tom Davis presented a plan review letter to the
applicant describing handicap parking requirements.
2. The existing parking was installed prior to the
enactment of the State Barrier-Free Regulations.
However, the expanded parking area does come under
the jurisdiction of the current Barrier-Free
Regulations, requiring conformance to design
standards. As specified in the Washington State
Regulations for Barrier Free Facilities.
3. Six handicap parking stalls must be installed in
conformance to the regulations. These six stalls are
to be located to provide the least distance to
accessible facilities served and route of travel will
not cross any vehicular roadway.
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4. It was highly recommended that all new handicap
stalls exceeding the required six be located in
accordance with the current code in order to provide
the greatest assistance.
8. Permit Release Requirements
1. An addendum may be submitted illustrating the design
and location of the handicap parking stalls.
APPLICANT' S OOWMKHTS/ACKK :
The applicant acknowledged that all comments/requirements were
understood and had no further questions at this time regarding
permit requirements.
,
CORR$CTIONS :
To ininutes or changes from what appears in the minutes, we should be
notified within one day of your receipt of these minutes.
To site plans as required by any or all of the above-listed
departments shall be submitted to Building and Safety who will then
distribute accordingly to those departments.
ADJo : There being no further business, Tom Davis thanked the
applicant and the departments for their participation and reminded
all that he should be contacted if there are any unforeseen problems
which may arise.
The meeting was adjourned at approximately 10:20 a.m.
Copies of Minutes to: All participants
File - East 10502 Sprague Avenue
University City Parking
NOTS TO APPLICANT: Some tirae ago the county recognized the need to
streamline the building permit system and accordingly initiated
these Pre-Construction Conferences. Comments so far would indicate
these conferences are successful and do enhance the permit system.
As a recent participant, we would appreciate any comments you might
have to further improve the process or, should you have any
questions or concerns regarding your conference, please contact
either Ji.m Manson, Building and Safety Director, at 456-3675 or
Dennis Scott, Public Works Director, at 456-3600.
Sincerely,
James L. Manson, Director
i
Spokane County
Department of Build ing & Sa fety
JAMES L. MANSON, DiBECTOR
RFCQVED
FEB 3 lyW ~
LE TTER OF TRAN SMITTAL wa EWneeft
TO : Air Pollution Control Authority
County Engineer's
Environmental Health
County Planni.ng Department
County Utilities
City of Spokane
Liberty Lake Sewer District
q FROM: Department of Building and Safety
DATE: F@bruary 2, 1989
~i PLEASE NOTE:
~ The site plan for the proposed pro3ect was d-istributen on February
~ 2, 1989 by the County Planning Departnent.
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PROJECT n/a (Un-lversity City Shoppinq Center - Parka.ng Expaaision)
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PARCEL 20541-2304 & 20541-2305
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~ ADDRESS: East 10502 Soraarue AVP_p1]P_
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~ A Pre-Construction Conference regarding the above-mentioned project
~ has been scheduled for Februarv 13, 1989, Mon. at 10:00 a.m.
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~ in the Building and Safety conference room.
TLD: jas
WEST 1303 B84ADWAY • SPOBANE, WASKINGrON 99250 • 00.50 • IELEPHONE (509) 456•3675
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PUBLIC WORKS DEPARTMENT
OFFICE OF
COUNTY ENG W EER
RONALD C. HORMANN, P.E.
r7ra COUNTY ENGINEER
SP4KANE, WASHINGTON 99260-0110
SPaMAN~ t'~~~hT►' b~i Q4 H~bS~
February 10, 1989
Mr. J. Edwin Klapp
W. 2222 Second Ave.
Spokane, Wa. 99204
Re: permit conditions - opportunity Manor
E. 12325 Main Ave.
Dear Mt. Klapp:
This letter is to inform you that this depa=tment has received and
reviewed your latest submittal reqarding the Opportunity Manor. We
did zeceive the sepazate sheets referred to on the site plan, and ve
have forwarded tWO copies of these plans to the Buildinq and Safety
Department.
As ve a►entioned in our January 3, 1989 letter to you, we also need a
bond for the sidevalk in the amount of $1,520.00. This is calculated
based upon $8.00 per foot for the zemainder of your parcel which does
not yet have sidevalk. Accordfnq to your plans, this is
approximately 190 feet. You previously indicated that the patcel was
goinq to be segreqated for the purposes of this buildinq permit. We
have researched the Assessor's records, and cannot find that this
seqreqation has been done. If you can provide us with evidence that
this has been done, ve can reduce the amount of the bond to reflect
the appropriate frontage.
Ver Truly Yours,
G ary Ss?ona-P4.
Vlil
E.Planning Engineer
cc Huflding & Safety
Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456-3600
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February 10, 1989
Mr. J. Edwin Klapp
W. 2222 Second Ave.
3pokane, Wa. 99204
Re: permit conditions - Oppvrtunity Manor
E. 12325 Mafn ave.
Dear Mz. Klapp:
This letter is to infozm you that this department has received and
reviewed your latest submittal reqarding the Opportunity Manor. We
dfd receive the sepatate sheets zeferzed to on the site plan, and we
have forvarded two copies of these plans to the Buildinq and Safety
Department.
As we mentioned in our Januazy 3, 1969 lettet to you, we also need a
bond for the sidevalk in the amount of $1,520.00. This is calculated
based upon $8.00 pez foot for the zemainder of your parcel which does
not yet have sidevalk. According to your plans, this is
approximately 190 feet. You previously indicated that the parcel vas
going to be segreqated for the purposes of this buildfnq permit. We
have researched the Assessor's recards, and cannot find that tbis
segzegation has been done. If you can provide us rrith evidence that
this has been done, ve can reduce the amount of the bond to reflect
the appropriate frontaqe.
Very Tzuly Yours,
Gary S. Nelson P.E.
Planning Engineez
cc Bu3ldinq a Safety
SET N0.
S P E C I F I C A T I 0 N S UNIVERSITY CITY PARKING EXPANSION
Uni versity City Shoppi ng Center
Spokane, Washington
ARCHITECT:
ALSC Architects P.S.
700 Old National Building
Spokane, Washington 99201
CONSULTANT:
LANDSCAPE
Office of Robert Perron
730 Old National Building
Spokane, WA 99201
ELECTRICAL
Doyle Engineering
581 Chronicle Building
Spokane, WA 99204
DATE: February 1, 1989
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INOEX
DIVISION 0 - CONTRACT REQUIREMENTS
Section 00020 Advertisement For 6ids
Section 40100 Instructions to Bidders
Section 00300 Bid Proposal Form
Section 00700 General Conditions of the Contract
Section 00800 Supplementary Condltions
DIVISION 1 - GENERAL REqUIREMENTS
Section 01010 Sumnary of the Wark
Sectfon 01040 Coordination
Section 01060 Regulatory Requirements and Definitions
Section 01200 Project Meetings
Section 01300 Submittals
Section 01400 Quality Control
Section 01500 Construction Facilities and Tempo rary Controls
Section 01510 Temporary Utilities
Section 01600 Materials and Equipment
Substitution Request Form
Section 01700 Contract Closeout
Sect i on 01740 Wa rrant ies and Bond s
OIVISION 2 - SITE WORK
Section 02110 Site Clearing
Section 02200 Earthwork
Section 02444 Chainlink Fencing & Gates
Section 02480 Landscape Work
Section 02500 Site Orainage
Section 02513 Asphalt Concrete Paving
Sect3on 02880 Irrigation
Section 02990 Planting
DIVISION 3 - CONCRETE
Section 03010 Conc rete Work
DIYISION 16 - ELECTRICAL
Section 16010 Electrical Specification
SECTION 00020
INVITATION TO BID
PROJECT: University City Parking Expansion
OWNER: Unive rsity City, Inc.
c/o McCarthy Management
North 4407 Division
Spokane, WA 99207
ARCHITECT: ALSC Architects, P.S.
700 Old National Building Spokane, WA 99201
1. DESCRIPTION OF WORK: Construct a new parki ng 1 ot south of the exi sti ng
University Shopping Center, Spokane County, Washington, including grading,
paving, stormwater management system, landscaping and site lighting.
2. TYPE OF BIO: A lump sum bid, submittal on Bid Proposal Forms supplied by
Owner as requi red by Instructions to Bidders.
3. COMPLETION: Completion time no later than July 1, 1989.
4. RECEIPT OF BIDS: Bids will be received on Tuesday, March 14, 1989 at 2:00
p.m. the office of McCarthy Management, North 4407 Division, Spokane, WA
99207.
5. AVAILABILITY OF BID OOCUMENTS: Camplete sets of Bidding Documents are avail-
able fron the office of the Architect, address as listed above, upon receipt
of $50.00 deposit per set. Deposit is refundable upon return of Bidding Doc-
uments in good condition within 10 days after date of receipt of bids.
6. BID SECURITY: A certified check, cashier's check or bid bond made payable to
the Owner for an amount equal to at 1 east 5% of Base Bid pl us A1 ternates must
be submitted with each b1d. Checks must be drawn on a bank or trust company
l egal ly operati ng i n the State of Washington ; bid bonds must be suppl i ed by a
surety licensed to do business in the State of Washington.
END OF SECTION
SECTION 00100
INSTRUCTIONS TO BIODERS
1. BIDDING DOCUMENTS:
A. Definition: Bidding Documents include Invitation to Bid, Instructions to
Bidders, Bid Forms, and a11 other Contract Documents proposed for the
work as deftned by the General Conditions of the Contract.
B. Availability: Complete sets are available as stated in the Invitation to
8id. A Bidder receiving a Contract award may retai n the Biddi ng
Documents and his deposit wil] be refunded.
C. Use: Copies of the Bidding Oocuments are made ava11ab1e for the sole
purpose of obtaining Bids on the Work and no license or grant for athe r
use is conferred.
2. EXAMINATION OF DOCUMENTS AND CONDITIONS: Each Bidder by submitting a Bid
rep resents the fo11 owi ng :
A. The 6idder has examined and understands the 6idding Oocuments.
6. The Bid is based upon Lhe materials, systems, and equipment described by
the Bidding Documents and on local conditions affecting the Work as
determined by the Bidder's own examinations and includes a sum sufficient
to cover the cost of the work.
C. The Bi dder has vi s i ted the site and examined ex ist t ng cond 1 tions that
will affect or be affected by work of this contract.
3. INTERPRETATIONS AND ADDENDA:
A. Bidders shall promptly bring any discrepancies, omissions, or
ambiguities to the attention of the Architect after examining Bidding
Documents and Project Site.
6. Requests for clarification or interpretation shall be made to the
Architect in writi ng not 1 ess than 7 days pri or to date for recei pt of
bids. Bidder is responsible for timely del i very of such requests.
C. Interpretatians, clarifications, or changes will be made by Addendum
only. Any interpretatton, ciarification or change of BiddTng Documents
made in any other manner wiil not be binding upon Architect or Owner and
shal l not be rel ied upon by BZdder.
0. Addenda will be mailed or delivered to each known plan holder and wi11 be
available for review at the Architect's office at least 24 hours before
date for recei pt af bi ds. It i s the Bidder's respons i bi1ity to veri fy
and acknowledge that ali Addenda have been received.
00100-2
4. SUBSTITUTIONS: See Section 01600. The burden of proof of the merit of the
proposed substitution lies with the proposer.
5. B IDD I NG PROCEDURE : 6i ds may be rej ected by the Owner as i rregu 1 ar i f not i n
accord with the following:
A. Form : Bids shal l be submi tted on fo rns bound in the spec3 f i cat ian and
sha11 be without interlineation, alteration, or erasure. All required
information must be given and ali blanks filled 1n and fuliy executed in
ink when submitted. Each bid form must be signed in longhand by Bidder
with his usual signature executed in ink. Name of each person or entity
signing shall be typed below all longhand signatures.
. •
1) 61ds by Partnershi ps : Si gned vnth partnershi p name by one of the
partners, followed by signature and designation of partner signing.
2) 8ids by Corporations: Signed with legal name of the corporation,
fol l owed by name of State of i ncorporati on and si gnature of person
autharized to bind the 6idder to a contract.
6. Recei pt -of Bi ds : Bi d Proposal Form, Bid Securi ty and any other documents
required to be submitted with the Bid shall be enclosed in a sealed
opaque envelope addressed to the party receiving bids and clearly
identified wfth the Project name, the Bidder's name and address, and the
porti on of the work for whi ch the Bid i s submitted.
6. BIO SECURITY: Bid security as defined by Invitation to Bid shall be required
to accompany each Bid submitted as evidence of good faith that the 6idder
will enter into a contract with Owner and furnish bonds and insurance as
required by Bidding Documents. Bid securities will be returned to all except
three lowest Bids; remaining bid securities will be returned within three
days after Owner and successful Bidder have entered into an Agreement and
furnished required bvnds and certificates. Bid security shall be forfeited
to Owner as liquidated damages should Bidder refuse to enter into an Agree-
ment or fall to furnish bonds and certificates.
7. PERFORMANCE 60ND AND LA60R AND MATERIAL PAYMENT BOND: Provide bonds to the
Owner at or before time of execution of Contract, written in accordance with
statutory requirements and in general form of AIA Document A311.
8. BID COiVSIDERATION:
A. Bid Opening: Bids received by the time set for receipt of bids will be
opened publicly and read aloud at that t1me.
6. Dt squal i fi cati on of 9ids : The Owner reserves the right to reject any or
a11 Bids and to reject Bids not meetTng requirements of 6idding Docu-
ments, including incomplete or irreguiarly submitted Bids. The Owner
reserves the ri ght to wai ve any i nformal ity or i rregul ari ty f n any B1 d
received when he determines such waiver to be in his own best interests.
00100- 3
C. Award of Cont ract : It i s the i ntent of the Owner to award one pri me
Contract to the lowest responsible Bidder as determined by the total of
Base Bid, any alternates selected and allowances for fill and excavated
materials. The Owner further reserves the right to award a Contract to
other than the low Bidder if he deems it to be in his best interest, to
accept alternates in any order or combination, or to reject all
alternates.
0. Evtdence of Qualifications: Upon request of Owner, a bidder whose propo-
sal is under consideration for award of Cont ract shall submit promptly
sati sfactory evi dence of hi s fi nanci al resources, experi ence, organiZa-
tion and equipment availabie for performance of the Contract on AIA Fortn
A305 Contractor's Qualification Statement.
9. FORt1 OF AGREEMENT: The Agreement for the work wi 11 be written on AIA Oocu-
ment A101 Owner-Contractor Agreement Form - Stipulated Sum.
END OF SECTION
SECTION 00300
BID PROPOSAL FORM
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T0: University City, Inc.
c/o McCarthy Management, Inc.
North 4407 Division
Spokane, Washington 99207
RE: University City Parking Expansion
1. EXAMINATION OF DOCUMENTS:
A. Having carefully examined all 6idding Oocuments entitled "Universtty City
Parking Expansion" as prepared by ALSC Architects, P.S., as well as the
site and ]ocal conditions affecting the wo►rk, the undersigned proposes to
perform all work in accordance with the Contract Documents for a
compensation to be computed from the enclosed bid amounts.
B. Receipt of Addenda numbered to is hereby acknowledged.
2. COMPLETION OF BID PROPOSAL F4RM:
A. Foilow all 6idding Procedures and other requirements of Section 00100 -
Instructtons to 8idders and all Contract Documents.
3. AWARD OF CONTRACT
A. If written noti ce of acceptance of al 1 or part of thi s proposal is mai 1 ed,
telegraphed, or delivered to undersigned within 30 days after opening of
proposals, the undersigned will, within 15 days after date of such notice,
-execute and deliver the Form of Agreement as specified and furnish Insur-
ance Certificates, Performance Bonds, and Labor and tlaterlal Payment Bonds
as required.
B. The undersigned hereby designates his office of record to which notices
may be mailed, telegraphed, or de]ivered as
4. 6ID AMOUNTS
A. The bid amounts provided shall not include Washington State Sales Tax.
6. A11 bid amounts shall be written out in words as well as figures.
00300-2
5. BASEt BID: For construction of a1l work other t'han designated alternate ,wo,rk,
the amounrt of : i
Dol 1 ars (
6. SUBMITTED BY: RIDOER _
BY -
TITLE -
ADDRESS~ _ -
CITY, STATE;, ZIP
TELE00NE - _ Note: If a corpo,rati,on, write State of incorporation un'der signature; i f a
p'artnershi p, gi ve ful l names of al l pa,rtners.
I
END OF SECTION I
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SECTION 00800
SUPPLEMENTARY CONDITIONS
A. The following Supplementary Conditions modify, delete or expand on the General
Cond it i ons of the Cont ract .
B. Where any Article, Paragraph or Subparagraph thereof is modified, the unal-
tered portions of that Articie, Paragraph or Subparagraph shall remain in
effect.
C. Addi ti onal ampl i f i cati ons of subjects covered by General and Suppl ementary
Conditions are made in Specification Division 1- 6eneral Requirements.
D. Provislons in Division 1take precedence over less stringent requirements of
a11 conditions of the contract.
ARTICIE I General Provisions
1.1.1 Contract Oocuments
Revise last sentence to read, and add sub-paragraphs, as follows:
The Contract Oocuments also include the documents enumerated below:
.1 Advertisement to Bid
.2 Instruction to Bidders
ARTICLE II OWNER
2.2.2 Chance to Read: The Owner shall furnish surveys desc ribing physica
characteristics, 1ega1 limitations and a legal description of the site.
Uti 1ity locations for the si te of the project are general ly located on the
survey. The Contractor must confirm and verify actual utility locations.
2.2.5 Change to Read: The Contractor wi 1] be furnished free of charge
fifteen (I5) copies of drawings and proJect manuals. Additional sets w111
be furnished at the cost of reproduction, postage and handling.
ARTICLE III CONTRACTOR
3.4 Labor and Materials
Add the fotlowtng subparagraphs: 3.4.3 and 3.4.4 to 3.4:
3.4.3 After the Contract has been executed, the Owner and the Architect
wi 11 consider a formal request for the substitution of products or
materials in place of those specified only under the conditions set forth
in the General Requirements (Division 1 of the Specifications).
00800 - 2
3.4.4 By maki ng requests for substituti ons based on Subparagraph 3.4.3
above, the Cont ractor:
1. Represents that the Contractor has personally investigated the
proposed substitute product and determined that it is equal or
superi or i n al 1 respects to that speci fi ed .
2. Represents that the Contractor will provide the same warranty for
the substitution that the Cont ractor would for the specified.
3. Certifies that the cost data presented is complete and includes
al 1 rel ated casts under this Contract except the Archi tect' s
. . redesign costs and waives all claims for additional costs related
to the substitution which subsequently become apparent; and
4. Will coordinate the installation of the accepted substitute, mak-
i ng such changes as may be requi red for the Work to be compl ete in
all respects.
3.6.2 Add Subparagraph:
State of Washington sal es tax shal 1 not be i ncl uded in the bi d
price, except that retail sales tax upon sales and rentals to Con-
tractor or Subcontractors of tools, machine tools, cranes, air
compressors, bulldozers, lubricating oil, sandpaper and forms for
a component part of finished structure shall be included. See
WAC-20-107 State Department of Revenue Rul e 107.
Sal es tax appl i cabl e to the Contract Sum wi 11 be paid by Owner to
Contractor and by Contractor to State Department of Revenue in
confonnance with all laws.
3.7.1.1 Add Subparagraph:
The Owner will pre-pay the plan check fee and make the initial
application for building permit.
3.8.2.3 Change to Read:
Contractors costs for unloading and handling at the site, labor,
installation costs, overhead and profit and other expenses con-
templated for stated allowance amounts will be included in the
allowances.
ARTICI.E 4 ADPIINISTRATION OF THE CONTRACT
Add Subparagraph:
4.2.7.1 Any corrections or modifications of shop drawings made by Archi-
tect shall be deemed acceptable by Contractor with no adjustment
to Contract Sum unl ess wri tten notice i s received by Archi tect
prior to performance of any work of those shop drawi ngs.
00800 - 3
ARTICLE 7 CHANGES IN THE WORK
7.3.10 In subparagraph 7.3.6, the allowance for the combined overhead and
profit i ncl uded in the total cost to the Owner shal ] be based on
the foliowing schedule:
.1 For the Contractor, for work performed by the Contractor's own
forces, allow not more than 15% for overhead and profit on work
not exceeding $3,000 and allow not more than 10% for overhead and
profit for work exceeding $3,000.
.2 For the Contractor, for work performed by the Contractor's
subcontractor, 8 percent of the amount due the Subcontractor.
.3 For each Subcontractor or Sub •subcontractor involved, for work
performed by that Subcontractor's or Sub-subcontractor's own
forces, 15 percent of the cost.
.4 For each Subcontractor, for work perfomed by the Subcontrac-
tor's Subcontractors, 8% of the amount due the Sub-subcontractor.
.5 Cost to which overhead and profit is to be appl ied shal lbe
determined in accordance with Subparagraph 7.3.8.
.6 In order to facilitate checking of quotations for extras or
credits, ali proposals, except those so minor that their propriety
can be seen by inspection, shall be accompanied by a complete
itemitation of costs including labor, materials and subcontracts.
Labor and materials shall be itemized in the manner prescribed
above. Where major cost items are Subcontractors, they shall be
itemized also.
ARTICLE 9 PAYMENTS AND COMPLETION
Add the following subparagraph:
9.3.1.3 Each montly request for payment shall be for full amount of work
done in preceding month less 5% retainage. Payment requests for
stored materi al s may be i ncl uded wi th monthly bi11 ings provi di ng
accurate accounti ng of materi al val ue and i nvoi ces cert ifyi ng
material de1 i very are attached to payment request. Final payment,
i ncl udi ng aggregate sum of retai nage, wi1 i be due 30 days after
all requirements of Contract Documents are fulfilled.
ARTICLE 11 INSURANCE AND BONDS 00800 - 4
Add the following Subparagraphs:
11.1.1.8
Liability insurance shall include all major divisions of coverage
and be on a comprehensive basis including:
.1 Premises Operations (including X. C and U coverages as appli-
cable).
.2 Independent Contractors' Protective
.3 Products and Compieted Operations
.4 Personal Injury Liability with Employment Exclusion deleted.
.5 Contractual, including specified provision for Contractor's
obligation under Paragraph 3.18,
.6 Owned, non-owned and hired motor vehicles
.7 6road Form Property Damage including Completed OperatTOns.
11.1.1.9
If the General Liabi 1 ity coverages are provjded by a Commercial
General Liability Policy on a claims-made basis, the policy date
or Retroactive Date shall predate the Contract; the termination
date of the po 1 i cy or app 1icab 1 e extended report z ng period s hal 1
be no earlier than the termination date of coverages requtred to
be maintained after final payment in accordance with Subparagraph
9.10.2.
Add the fpllowing Clause 11.1.2.1 to 11.1.2.
11.1.2.1 The insurance required by Subparagraph 11.1.1 shall be written
for not less than the following limits, or greater if required by
law:
.1 Workers' Compensation:
a. State: Statutory
b. Applicable Federal (e.g. Longshoremen's) Statutory
c. Empl oyer's Liabi1 i ty : $1,000,000 per acci dent
$ 1,000,000 Oisease, Policy Limit
$ 1,000,000 Disease, Each Employee
.Z Comprehensive or Commercial General Liability (including Pre-
mises-Operations, Independent Contractors' ProtectTVe; Products
and Completed Operations; Braod form Property Damage):
a. Bodi ]y Injury:
$1,000,000 each occurance
$2,000,000 aggregate
~
00800 - 5
b. Property Oamage:
$ 190009000 Each Occurance
$ 290009000 Aggregate
c. Products and Completed Operations to be maintained for 3
yea rs after f i nal payment :
$ 190009000 Aggregate
d. Property Damage Liability Insurance shall provide X. C and
U coverage.
e. Broad Form Property Damage Coverage shall include Comple-
ted Operations.
3. Contractural Liability:
a. 8odily Injury:
$ 19000,000 Each Occurance
$ 190009000 Aggregate
b. Prope rty Damage:
$ 150009000 Each Occurance
$ 190009000 Aggregate
4. Personal Injury with Employement Exclusion deleted:
$ 190009000 Aggregate
5. Business Auto Liability (including owned, non-owned and hired
vehicles):
a) Bodi ly Injury:
$ 19000,000 Each Person
$ 190009000 Each Occurrence
b) Property Damage:
$ 190005000 Each Occurrence
6. If the General Liability coverages are provided by a Commer-
cial Liability policy, the:
a) General Aggregate shall be not less than $2,000,000 and it
shall apply, in total, to this project only.
b) Fire Damage Limit shall be not less than $2,000,000 on any
one fi re.
00800 - 6
c. tledical Expense Limit shall be not less than $190009000 on any one
person.
7. Umbrella Excess Liability:
$ 120005000 over primary insurance
$ 190002000 retention for self-insured hazards
each occurrence.
11.1.3 Add the foliowing sentence to Subparagraph 11.1.3:
If this insurance is written on the Comprehensive General Liabi1-
ity policy form, the Certificates shall be AIA Oocument G705,
Certificate of Insurance. If this insurance is written on a Cam-
merci a 1 General Li abi 1 i ty pol icy form, ACORD form 25S wi11 be
acceptable.
11.2.1 Delete the last two sentences of Subparagraph 11.2.1 and substi-
tute the following:
The Contractor shall purchase and maintain insurance covering the
Owner's contingent liabilTty for claims which may arise fran oper-
ations under the Contract.
11.3.1 Modify the first sentence of Subparagraph 11.3.1 as follows:
Delete "Unless otherwise provided, the Owner" and substitute "the
Contractor".
Change the last sentance to read: This insurance shall insurance
shall include interests of the Owner, the Tenant, the Contractor,
Subcontractors and Sub-subcontractors in the Work.
Add the fol l owi ng sentences : The form of pol i cy for thi s coverage
shall be Completed Va]ue. If the Owner is damaged by the failure
of the Contractor to maintain such insurance, then the Contractor
shall bear ail reasonable costs properly attributable thereto.
11.3.1.2 Delete Clause 11.3.1.2.
11.3.1.3 Delete Clause 11.3.1.3.
11.3.4 Delete Subparagraph 11.3.4
11.4 Performance Bond and Payment Bond
Delete Subparagraph 11.4.1 and substitute the following:
11.4.1 The Contractor shall furnish bonds covering faithful performance
of the Contract and payment of ob] i gati ons ari s i ng thereunder.
Bonds may be abtained through the Contractor's usual source and
the cost thereof shall be included in the Contract Sum. The
amount of each bond shall be equal to 100% percent of the Contract
Sum.
oosoo - 7
° 11.4.1.1 The Contractor shall deliver the required bonds to the Owner not
later than three days following the date the Agreemerrt is entered
into, or if the Work is to be commenced prior thereto in response
to a letter of intent, the Contractor shall, prior to the
commencement of the Work, submit evidence satisfactory to the
Owner that such bonds will be furnished.
11.4.1.2 The Contractor shal] require the attorney -in-fact who executes
the required bonds on behalf of the surely to affix thereto a
certified and currerrt copy of the power of attorney.
ARTICLE 14 TERMINATIOH OR SUSPENSION OF THE CONTRACT
Add the following Paragraph 14.4 to Article 14:
14.4 Termi nati on by the Owner fo r Conveni ence
14.4.1 The Owner may, at any time, terminate the Contractor for the
Owner's convenience and without cause.
14.4.2 Upon receipt of written notice from the Owner of such termination
for the Owner's convenience, the Contractor shall:
.1 Cease options as directed by the Owner Tn the notice;
.2 Take actions necessary, or that the Owner may direct, for the
protection and preservation of the Work; and
.3 Except for Work di rected to be performed pri or to the effec-
tive date of termination stated in the notice, terminate all
exi sti ng subcontracts and purchase orders and enter Tnto nv fur-
ther Subcontracts and purchase orders.
14.4.3 In case of such termination for the 4wne r's convenience, the Con-
tractor shal l be entitl ed to recei ve payment from the Owner on the
same basis provided in Subparagraph 14.1.2.
END OF SECTIOPI
~
SECTION 01010
SUMP9ARY OF THE WORK
PART 1 GENERAL
1.01 PROJECT IDENTIFICATION
A. The work of th i s Cont ract cons i sts of the devel opment of a new pa rki ng 1 ot
south of University City Shoppinq Center, Spokane County, WA.
B. The project will include while not being limited to the following:
1. Site Improvements: Fill and grading, paving, curbs and curb cuts and
site lighting.
20 "208" stormarater management.
3. Landscaping and landscape irrigation systems.
1.02 CONTRACTS
A. Pe rfo rm al 1 wo rk under a s i ng 1 e cont ract
B. Work on drawings marked "NIC" is not included 1n this Contract.
1.03 TIP1E ANO LIQUIDATED OAMAGES
A. Contract time shall commence and Contractor shall start work on date to be
specified in wrTtten Notice to Proceed from Owner.
1. It i s the Owners intent ion to have work begin on or before Apri 1 1,
1989.
2. In no case shal 1 work be started unti 1 requi red insurance i s
obtained.
B. The work of thi s Contract shal l be substantial ly compl ete wi thin 90
calendar days after date of Notice to Proceed.
01010 - 2
1.04 CONTRACTOR'S USE OF PREMISES
A. Contractor shal 1 have compl ete and excl usi ve use unl ess noted otherwise,
of the premises for execution of the Work. Contractor shall limit his use
of the premises, for Work and for storage, to areas(s) defined on the
drawings.
1. The Contractor must maintain a route for customer traffic including
service and receiving vehicles along the south side of University City
Shopping Center with access to designated loading and receiving
areas.
B. Existing facilities to remain in full operation without interruption
unless directed otherwise by Owner.
C. Coordinate use of premises under direction of Architect.
D. Assume full responsibility for the protection and safekeeping of Products
under this Contract, stored on the site.
E. Move any stored products, under Contractor's control, which interfere with
operations of the Owner including customer and service traffic to and
along the south side of University City Shopping Center.
F. Obtain and pay for the use of addltional storage or work areas needed for
operations.
1.05 OWNER OCCUPANCY
A. Owner may occupy the si te duri ng 1 ater phases of construction, al 1 owi ng
customer parking within newly created areas prior to final project
completion.
1. Owner wi 11 coordi nate rnth Contractor to mi nimi ze customer parking
impact during on going constructin activities.
2. Pri or to Owner occupancy, the Arch i tect wi 11 rev iew and document
project completion for verification of as-built conditions for the
purpose of establishing responsibillty for deficiencies or damages to
the work which may result from Owner occupancy of the site prior to
ftnal completton.
END OF SECTION
SECTION 01040
COORDINATION
PART 1 GENERAL
1.0I GEPIERAL REQUIREPIENTS
A. Means and methods of canstruction are Contractor's responslbility unless
expressly provided otherwise in Contract Documents.
B. Veri fy measurements and conditions at project site before begi nni ng work.
C. Specification text which implies or requires specific responszbility for
portions of the work is for the purpose of identifyiny "recognized expert"
for that porti on of the work.
l. Coordinate setting drawings, diagrams, templates and instructions for
insta11at1on by one trade of products supplied by another trade.
2. Coordinate delivery of such products for incorporation into the work
in a timely manner.
3. Coordinate installation requirements of Owner supplied, Contractor
installed products.
0. Final responsibi 1 i ty for ful fil lment of Contract Document requi rements
remains wTth Contractor.
1.02 PRODUCTS
A. Veri fy that equi pment and material s suppl i ed for project conform exactl y
to requirements of Contract Documents. Approval of a manufacturer's name
by Architect does not relieve Contractor of responsibility desc ribed
above.
6. Manufacturer's requi rements for product i nstal lation sha11 govern work
unl ess expressly speci fi ed or indi cated otherwi se.
C. Reference to manufacturer's specifications is to latest published standard
for the product specified.
1. Equipment specifitattons are based on models and/or construction and
installatton methods prevailing at bid date.
2. Equipment installations requiring modification due to manufacturer's
model and/ar construction changes and other variations from items as
specified shal 1 be furnished and instal 1 ed at no addi t i onal cost to
Owner.
01040 - 2
1.03 CUTTING AND PATCHING
A. Perform al 1 cutti ng, patchi ng and fitti ng of work that may be requi red to
complete the Work or to make its several parts fit together properly.
1. In general, use the trade involved in the basic installation of a
type of work for accommoaatTOn of required penetrations, access or
simiiar work.
2. Follow procedures of this section unless specifically modified by
requirements of other di vi si ons of the speci fi cati on.
B. Cutting and patching required to repair defective or non-conforming
i nstal l ations, or caused by l ack of coordi natt on of work sequence, shal l
be done at no additional cost to Owner.
C. Patching shall be done wherever any inaury or damage has occurred to new
or exi sti ng work.
1. Perform patching in a manner and anth rraterials equal to adjacent
work.
2. ArchitecL may requi re extenst vel y damaged or poorl y patched work
replaced or reconstructed.
END OF SECTION
SECTION 01060
REGULATORY REQUIREMENTS AND DEFINITIONS
PART 1 GENERAL
1.01 DEFINITIONS - GENERAL
A. General Explanation: Definitions and explanations of this section are not
necessarily either complete or exciusive, but are defined generally for
the work of this contract.
6. General Requirements: Refers to the provisions or requirements of Oivi-
sion 1 sections. General requirements apply to entire work of Contract.
C. Indicated: The term "indicated" is a cross-reference to details, notes or
schedules on drawings, to other paragraphs or schedules in the specTfica-
tions, and to similar means of recording requirements in Contract Docu-
ments. Where terms such as "shown", "noted", "scheduled", and "speci-
fied", are used in lieu of "indicated", it is for purpose of helping
reader locate cross-reference, and no limitation of location is intended.
0. Directed, Requested, etc.: Except where otherwise explained, terms such
as "requested", "selected", "approved", "required", "accepted", and
"permitted" mean "requested by Architect", "selected by "Architect", etc.
However, no such implied meaning will be interpreted to extend Architect's
responsibility, into. Contractor's areas of construction supervision.
E. Approve: Where used in conjunctfon with Architect's response to submit-
tals, requests, applications, inquiries, reports and claims by Contractor,
the meaning of term "approved" wi11 be held to limitations of Architect's
responsibi 1 i ti es and duties as speci fied in General and Suppl ementary Con-
ditions. In no case will "approval" by Architect be interpreted as a
release of Contractor from responsibilities to fulfill requirements of
Contract Documents.
F. Furnish: The term "furnish" is used to mean supply and deliver to prolect
site, ready for unloading, unpacking, assembly, installatTOn, etc., as
applicable in each instance.
G. Instal l; The term "i nstal l" i s used to desc ri be ope rati ons at proj ect
site including unloading, urtpacking, assembly, erection, placing,
anchoring, applying, workTng to dimension, finishtng, curing, protecttng,
cleaning and similar operations, as applicable in each instance.
H. Provide: The term "provide" means furnish and instali, complete and ready
for i ntended use.
01060 - 2
I. Installer: The entity (person or firm) engaged by Contractor or its sub-
contractor or sub-subcontractor for performance of a particular unit of
work at project site, including installation, erection, application and
similar required operations. It is a general requirement that Installers
be expert in operations they are engaged to perform.
J. Minimum Quality/Quantity: Quality level or quantity shown or specified is
intended as minimum for the work to be performed or provided. Actual work
may either comply exactly with that minimum (within specified tolerances),
ar may exceed that minimum within reasonable limits. Refer instances of
uncertainty to Architect for decision before proceeding.
K. Abbrevatiations and Names: Where acronyms or abbreviations are used in
speci ficati ons or other Contract Documents they are def ined to mean the
i ndustry recogni zed name of trade associati on, standards generati ng organ-
ization, governing authority or other entity applicable to context of text
provision. Refer to "Encyclopedia of Associations", publTShed by Gale
Research Co., avaiiable in large libraries.
1.02 DEFINITIONS - ORAWINGS:
A. Simi lar: Used in its general sense and not as neaning identical ; al l
details shaii be worked out in relation to their location and connection
to other parts of the work.
B. Typical: Used to indicate item of Work shown or described in one location
shall be included/performed in all similar locations unless specifically
noted otherwi se.
C. Abbreviated Orawings:
1. Where on any drawi ngs a porti on of work i s drawn out and remainder t s
indicated in outline, the drawn out part sha11 apply also to other
like portions of arork.
2. Where arnament or other detail is shown by starting only, such
details shall also apply to a]1 other similar parts in work unless
otherwise indicated.
0. Dimensions: Actual dimensions on drawings or notes shali be used tnstead
of ineasurement of drawings by scale. Dimensions on all drawings are sub-
3ect to verification of ineasurements of adjacent or incorporated work.
1.03 GOVERNING REGULATIONS/AUTHORITIES
A. Comply with all appiicabie laws, statutes, regulations, and ordinances of
Federal, State, County and City governments.
B. Owner will obtain and pay for Plan Check fee. Contractor shall obtain and
pay for al l other permits, fees, and 1 icenses requi red by Law.
C. Submi t copies of al 1 permits, 1 i censes and certificates to Owner showi ng
compliance with applicable standards and regulations.
END OF SECTION
SECTION 0I200
PROJECT MEETINGS
PART 1 GENERAL
1.01 PRE-CONSTRUCTION CONFERENCE
A. Architect wil] hold a conference at the Architect's office prior to start
of work for the purpose of cl ari fyi ng Contract Document requi rements and
procedures.
B. Time and date wi11 be determi ned after bids are received.
C. Contractor, Gontractor's Superintendent and major subcontractors are
required to attend.
0. Meeti ng shal l be open to al l workers and suppl i ers invol ved an th the pro-
ject.
1.02 PROGRESS MEETINGS
A. To be hel d bi -weekly dates to be determi ned at pre-construction
conference.
6. Meeting to be at the project site.
C. Attendance:
1. Contractor, Contractor's Superintendent and any of Contractor's
personnei as he deems necessary.
2. Architect and any of Architect's personnei as he deems necessary.
3. Owner and/or Owner's representative(s).
1.03 ADOITIONAL MEETINGS
A. Coordinati on and Pre-Instal 1 ati on ; Before ini tati on of any new phase of
work or new subcontract, Contractor and his personnel involved in this
phase of work sha11 meet wi th Arch itect to review Contract Document
requ i rements and job condi ti ons.
B. Year End Inspection: Contractor shall participate in a fvilow-up inspec-
tion at the end of the one-year guarantee period to determine if any work
has fai 1 ed to perform as per guarantee.
C. Other meetings may be scheduled on an as-needed basis.
END OF SECTION
SECTION 0I300
SU6MITTALS
PART 1 GENERAL
1.01 PROGRESS SCHEDULE
A. Genera2: Submit demolition/construction schedule to Architect prior to
pre-construction conference for all parts of the work.
B. Format: Show time vs. accomplishment clearly establishing specific dates
for beginning and completion of each subdivlsion of the work and complying
with any special phasing requirements. Show estimated monthly pay request
through completion.
C. Dtstribution: One copy to each of the following: 4wner, Architect and
major subcontractors present at pre-constructlon conference.
D. Revisions: Update schedute as necessary and issue revised schedule to all
recipients of original schedule. Revise schedule monthly at a minimum,
disLributiny copies at the project meeting preceeding application for
monthly payment.
1.02 SCNEOULE OF VAI.UES
A. General: Submit one copy each to Owne r and Architect vnthin five days
after issuance of Notice to Proceed.
B. Fonnat: Show quantities and costs for each subdivision of the work fol-
lowing general format of specifications and coordinated with Progress
Schedui e format.
C. During construction, submit to Owner schedules of quantittes, costs, pay-
rolls, estimates, or other data as requested.
1.03 SHOP ORAWINGS, PROOUCT DATA, AND SAMPLES
A. A11 such submittals shall meet requirements of this section unless expres-
sly stated oLherwise tn specific product sections. Additional require-
ments may be specified in the appropriate product section.
6. Form and Quantity: As applicable to specific item of work:
1. One set reverse sepia reproducibles and two sets of prints of original
d rawi ng s .
2. Five sets of any product literature requi red.
3. Samples as described in speciffc product sections.
4. Transmi ttal 1 etter i ndi cati ng project, date, descripti on of inform-
ation submitted, signature of Contractor.
C. Time: Submit to allow adequate time for review and corrections.
Coordinate submlttals with related or interfacing items of work.
01300 - 2
0. When Required:
1. When so stated in specific product sections.
2. When materials proposed for installation are different than speci-
fied or proposed installation is different than specified.
E. Information Included:
1. Materials/products proposed.
2. Construction/fabrication details.
3. Installation methods.
4. Any vari ations from Contract Document requi renents.
5. Fie1d measurements.
6. Name of person/fi rm who prepared shop drawi ngs.
F. Contractor's Review: In addition to requi rements of al l Cdnditions of the
Contract, date and initial each submittal to indicate review and
approval. Contractor must review, mark and date submittals prior to
sending copies for ArchTtect and/or consultant review,
G. Processing: Architect will review and distribute submittals as follows:
1. Oivisions 2 thru 14: Make submittal directly to Architect; two copies
or reproducible returned to Contractor.
2. Oivisions 15 thru 16: Make submittal directly to re]ated consultant
with a copy of the transmittal letter to Architect. ConsulLants will
return reviewed copies to Architect. Architect wili return to
Contractor, two copies or reproducible after review.
1.04 APPLICATION FOR PAYtiENT
A. General : Sequence of progress payments is to be regul ar, and each must be
consistent with previous application and payments. It is recognized that
certain applications involve extra requirements, including the Tnittal
application, application at substantial completion and fina1 payment
application. Date for submitting monthly application will be determtned
at the preconstruction conference.
B. Form and Quantity : Submi t one ori ginal and three cop ies of Appl i cati on
for Payment on AIA Document G702 and Conttnuatfon Sheets, on or before a
date to be agreed upon at the pre-construction conference.
1. Include an entry for all required information. Incomplete forms will
be returned without act ion.
2. Fo11ow same breakdown of work as used for Schedul e of Val ues for
comparison.
C. Initial Payment Application: Fulfil] all submittal requirements of
Division 0- 8idding and Contract Requireinents.
0` 3oo r V
D. Substantial Completion Applicatfon: Fulfill all requirements of Section
01700 Contract Closeout that apply to Substantial Completion.
E. Final Payment Application: Fulfill remainder of Contract Closeout
requirements as specified in Section 01100.
1.05 PROJECT RECORD DOCUMENTS:
A. Job Set : Mai ntain a compl ete set of Contract Documents (Orawi ngs and
Project Manual) in good condition. Mark actual instailations as the work
progresses which vary substantially from the work as originally shown.
Include change order numbers where applicable. Mark Project Manual with
name of manufacturer, system, model and related identification for
products as provided.
8. Review: Make record drawings available for review during construction
period at Architect's request. Submit to Architect for review.
C. Reproducible Set: Provide to Owner an updated reverse sepia reproducible
set of al l Contract Drawings based on revi ewed set of record drawings.
Purchase and preparation of reproducible record drawings set is
Contractor's responsibi 1 ity.
END OF SECTION
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A. Owner will employ and pay for the services of an independent testing
1 aboratory to perform al l speci fi ed inspecti ons and testi ng.
6. Cont ractor may enploy an independent testing laboratory or similar entity
to perform inspection/testing services as may be desired or required.
1. Contractor shall cooperate fully with Owner's testing agency to
facilitate the execution of its required services.
2. Owner's employment of testing agency does not relieve the Cont ractor's
obligations for compliance with Contract Documents.
C. When initial tests by either Contractor's or Owner's testing agency
indicate Work does not comply with the Contract Documents, Contracto r
shall pay for all retesting required until work is shown to meet
requirements.
D. Contractor wi11 compensate Owner for additional architectural,
engineering, or other services required as a result of failure of work to
meet test requi rements.
1.02 QUALIFICATIONS OF LABORATORY
A. Meet "Recommended Requirements for Independent Laboratory Qualifications,"
published by American Council of Independent Laboratories.
B. Meet basic requi rements of ASTM E329, "Standards of Recommended Practice
for Inspection and Testing Agencies for Concrete and Steel as Used in
Construction."
C. AuthoriZed to operate in the State of Washington.
1.03 LA60RATORY DUTIES
A. Cooperate with Architect and Contractor; provide qualified personnel after
due notice.
6. Perform specified inspections, sampling and testing of materials and
methods of canstruction:
1. Comply with specified standards.
2. Ascertain compliance of the work assigned for compliance with
requirements of Contract Documents.
01400 - 2
C. Promptly notify Architect and ContraCtor of observed irregularities or
def i ci enci es of work or product s.
D. Promptly submit written report of each test and inspection; one copy each
to Architect, Owner, Building Officials, Contractor, and one copy to
Record Oocuments Files. Each report shall include:
1. Date issued.
2. Project title and number
3. Testing laboratory name, address and telephone number.
4. Name and si gnature of 1 aboratory i nspector.
5. Date and time of sampl ing or inspection.
6. Record of temperature and weather conditions.
7. Oate of test.
8. Identification of product and specifications sectlon.
9. Location of sample or test in the Project.
10. Type of i nspect i on or test.
11. Results of tests and compliance with Contract Documents.
12. Interpretation of test results, when requested by Architect.
E. Submit a final signed report stating whether work requiring inspection is
i n conformance wi th the Cont ract Documents and appl t cabl e provt sions of
the Uniform 6uilding Codes.
F. Perform addi ti onal tests as requi red by Archi tect or the Owner.
1.04 LIMITATIONS OF AUTHORITY OF TESTING LA80RATORY
A. Laboratory is not authorized to:
1. Rel ease, revoke, al ter or enl arge on requirements of Contract Docu-
ments.
2. Approve or accept any portion of the Work.
3. Perform any duties of the Contractor.
1.05 CONTRACTOR'S RESPONSI6ILITIES
A. Cooperate with laboratory personnel, provide access to work .
B. Secure and deliver to the laboratory adequate quantities of
rep resentat iona 1 samp i es of mate ri al s proposed to be used and wh ich
require testing.
C. Provide to the laboratory the preliminary design mix proposed to be used
for concrete, and other materials mixes which require control by the
test ing 1 aboratory.
0. Furni sh copi es of Products test reports as required.
E. Furnish incidental labor and facilities:
1. To provide access to Work to be tested.
2. To obtatn and handle samples at the Project Site or at the source
of the product to be tested.
3. To facilitate inspections and tests. 01400 - 3
4. For storage and curi ng of test sampl es.
F. Notify laboratory sufficiently in advance of operations to allaw for labo-
ratory assi gnment of personnel and schedul i ng work tests :
1. When tests or inspections cannot be performed after such notice, reim-
burse Owner for laboratory personnel and travel expenses incurred due
to Contractor's negligence.
G. Make arrangements wi th laboratory and pay for additonal sampl es and tests
required for Contractor's convenience.
1.06 SPECIFIC TES7S, INSPECTIONS AND METHOOS REQUIREO
A. General: All testing shall, at a minimum, conform to requirements of the
current adopted ediLion of the Uni form Bui 1 di ng Code for Speci al
Inspecti ons and as requi red by Contract Documents.
B. Definition: Duties of "Specia] Inspector" as defined by the U6C shall be
performed by the i ndependent testi ng 1 aboratory described previ ousiy.
Testi ng agency shal ] be present as i ndi cated on the fol l owi ng r+hrork.
C. Earthwork: Testing and information during, excavation, fills and
preparation of subgrade surfaces.
D. Concrete: Dur1 ng the taki ng of test specimens and pl acing of ai 1
reinforced concrete.
E. Asphalt Concrete Paving: Testing and information during fine grade
compaction and piacement of asphalt concrete products.
END OF SECTION
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. General: Comply with all governing regulations whether or not specifi-
ca11y described in this section in addition to all requirements described
herein.
1.02 JOB CONDITIONS
A. 6eneral: Establish and initiate use of each temporary facility at time
first reasonably required for proper performance of the work. Terminate
use and remove facilities at earliest reasonable time when no longer
needed or when permanent faciiities have, with authori2ed use, replaced
the need.
B. Condi ti ons of Use : Furni sh, i nstal 1, operate, mai ntain, and protect temp-
orary facilities, in a manner and at a location which will be safe, non-
haZardous, sanitary and protective of persons and property.
PART 2 PROOUCTS
2.01 MATERIALS, GENERAL
A. Materials may be new or used, but must be adequate in capacity for the
required usage, must not create unsafe conditions, and must not violate
requ1 rements of app 1icabl e codes and standa rds .
2.02 6ARRIERS
A. Fences: Contractors option to provide as required to secure material
storage areas.
B. Building Protection: Protect existing buildings and Tmprovements adjacent
to project limits. Repair damage resulting from construction actlvity.
C. Barricades : Provi de al l other barricades, fences, warning 1ights, signs,
or other warning devices to comply with governing regulations.
2.03 SECURITY
A. Contractor may empl oy at hi s own expense, securl ty guard service
sufficient to protect his equipment, construction site/work in progress
and Owner's property.
01500 - z
2.04 PROJECT IDENTIFICATION AtdD SIGNS
A. Provide project construction sign as shown in drawing included in this
Section.
B. No other si gns wi 11 be permi tted on the si te.
2.05 FIELD OFFICES AND SHEDS
A. Provide field affice on site from beginning of work to final acceptance of
project by Owner. Locate within area shown for Contractor's use.
B. Provide other temporary storage or other structures as requi red for comp-
letlon of the work. Locate within general area shown for Contractor's
use.
C. Movement of temporary structures requi red for compi etion of the worOc shal l
be at the Contractor's expense.
D. Keep temporary structure and adjacent areas clean and orderly at all
ti mes .
END OF SECTION
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SECTION 01510
TEMPORARY UTILITIES
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. Comply with Federal, State and 1oca1 codes and regulations and with
utility company requirements.
1.02 JOB CONDITIONS
A. Furnish, install and maintain in good condition throughouL the job all
temporary utilities required for Const ruction, and any existing
facilities.
B. Terminate use and remove temporary utilities at earliest reasonable time
when no longer needed or when permanent utilities have, with authorized
use, repl aced the need.
PART 2 PRODUCTS
2.01 MATERIALS, GENERAL
A. Materials nay be new or used, but must be adequate in capacity for the
required usage, must not create unsafe conditions, and must not violate
requirements of applicable codes and standards.
2.02 TEMPORARY ELECTRICITY AND LIGHTING
A. The Contractor may uti 1ize the Owners existing power sources requi red for
power and 1 t ght i ng du ri ng const ruct i on. Tempora ry connect ions and
extension of service to the site must be made by the Cont ractor in
compliance with existing code at no cost to the Owner.
2.03 TEMPORARY TELEPHONE SERVICE
A. Arrange wi th 1 ocal tel ephone serv ice company to prov i de di rect 1ine
telephone service at the tonstruction site for the use of persannel and
employees, minimum of one direct line instrument in Field Office.
B. Pay a11 costs for installation, maintenance and removai; and service char-
ges for local calls. Toll charges shall be paid by the party who places
the cal l.
2.04 TEMPORARY WATER
A. The Contractor may connect to the Owners existing sources for water
required for construction purposes.
8. Permanent water servi ce i nstal l ed under thi s Contract may be used du ri ng
construction period at Contractor's expense.
2.05 TEMPORARY SANITARY FACILITIES 0I5I0 - 2
A. Existing sanitary facilities will be available fo r the Contractors use.
PART 3 EXECUTI4N
3.01 GENERAL
A. Maintain and operate systems to assure continuous service.
.
B. Modify and extend systems as work progress requires.
3.02 REMOVAL
A. Compl etel y remove temporary materi al s and equipment when thei r use is no
longer required.
B. C1 ean and repai r damage caused by temporary i nstal l ati ons or use of
temporary facilities.
C. Restore permanent facilities used for temporary servTCes to specified
condition.
END OF SECTION
SECTION 01600
MATERIALS APID EQUIPMENT
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. To the greatest extent possible fo r each imit of work, provide products,
materials or equipment of a single generic type fram a single source.
B. Cont ractar's Options: Select options which are compatible with products
and materi al s al ready sel ected and cons i stent wi th 1 imi tat i ons and
requirements of Contract Documents.
C. Reference Standards: References to standards from industry, government or
other organizations sha11 mean latest edition publfshed or adopted at date
of receipt of bids, and shall apply as fully as if printed in full herein.
1.02 TRANSPORTATION AND HANDLING
A. Deiiver products bearing manufacturer's name and brand with labels intact
and seals unbroken. Deliver in original undamaged containers where pack-
aged for delivery by manufacturer. Follow manufacturer's dlrections for
handling.
B. Deliver products bearing testing agency label and classification where
fire or other rating is required.
C. Avoid biocking traffic or access to adjacent streets or structures with
del i very vehi cl es.
0. Schedu 1 i ng of del i veri es to avoi d del ays in the work i s Contractor' s
responsibility.
E. Do not del i ver any products, materi al s or equi prient unti 1 adequate storage
is available to prevent damage to the item.
1.03 STORA6E AND PROTECTION
A. Store all items in accordance with manufacturer's necortahenclations and by
means and methods which wi11 prevent damage, deterioration and theft.
B. Minimize long-term storage on site.
.
C. Sati sfactori ly repai r or remove and repl ace i nstall ed work damaged duri ng
construction perlod.
1.04 SU6STITUTIONS AND PRODUCT OPTIONS 01600 - 2
A. General: All products, materials and equipment shall be furnished as spe-
cified, except as noted below. This article is not fntended to limit com-
petition, but to pratect the Owner's interest in the quaiity of construc-
tion and to establish grounds for equitable bidding. -
B. Subst i tut f ons - B i d Peri od : Submi t wri tten request for approval of i tems !
other than those specffied on request form bound in after the end of this
section. Submittal must be received by the Architect not Tess than 7
cal endar days before date set for recei pt of bi ds.
1. Al l i nformati on requi red hy the request form must be compl ete for a
valid submittal.
2. Addi tional information shal l be s+jbmitted promptly at Architect's
request.
3. Bidders will be notified by addendum of any approved substitutions.
No other notification of approvals will be valid.
C. Substitutions - Contract Period: No substitutions will be allowed after
receipt of bfds unless agreed to as a Change Order by the Owner, Architect
and Contractor and include an adjustment of the Contract Sum and/or Con-
tract Ti me.
0. Options: Wherever Contractor is given an option as to materials or
methods, such option shall not result in an adjustment of the Contract Sum
or Contract Time.
E. Some items rray be listed as "No Substitutions Accepted" and substitution
requests will not be reviewed for those ftems.
i
END OF SECTI(lN
The ConstruRton
SUBSTITUTION REQUEST FORM Speahcations Insatute
sPOxnNe aHAPrER
TO
PROJECT
1 Ve hereby suDift for your consideratton tAe tollaring pradutt tnsiead ot thK► sQetified item for the aeave project•
Section Page LlnefPar A Saecitied Item
r
2 Praposed Substltutton:
3 Reasan for SaOstitution;
4 Attach coeplete technical data, includtaq laboratory tests, it aplicable.
S. IncluQe tosOlete intonation on chanqes to Qrawings and/or Speciticatioes vAich oroposed substitution vill r"ulre for its
1
proper installatfon
6 Ooes the substituLe attect dieien3lan sftam an Orswinp?
6a If sc. ho+r
7 witl the unQersigned pay for chamges to tAe build4mJ aRd systems design, including engieeering amd detailing casts caused
by the requested substitutiont
8 Oescrise the ettect substitutian has on oth:r trades.
9 Oitterentes between proposed suQstitution and specitied 4taL
,
10 Nanufacturer's guuantEes ot tAe propaaed aRd spetit9ed items are Same .J 0ltterent (explain on attactraent)
The uredersigned states that the tunttion, appeararrce and ~ w
Quality are eouivalent or superior to ttte spesitied itm fOR 115E BY aEViEMER
SUBMfTTED 8Y
~ Rccepted Accepted as Noted
Sognature
~ kot Accepted i Received Tao late
f,rm Rpproved for Bidding subjett to review
and aporovai of Submittats
Mailing AQdres= 8y
City State Zip Qate
Televhone Renarks:
Oate
Please check it there are attachmats. ~
fRt~f Ansti+er all puestiona sww" Fill in aTl blanks Use batk of toro b attachxnts as needed
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.01 PREREQUISITES TO SUBSTANTIAL COMPLETION
A. General: Prior to requesting Architect's review for certification of sub-
stanti al compl eti on (for ei ther enti re work or po rt f ons thereof compl ete
the following and list known exceptions in request.
B. In progress payment request, coi nci dent wi th or fi rst fol 1 owi ng date
claimed, show either 100% cvmpletion for portion of work claimed as "sub-
stantially complete", or list incomplete items, value of incompletion, and
reasons for being incomplete.
C. Submi t statement showi ng prel i mi nary accounti ng of changes to Contract
Sum.
0. Advise Owner of pending insurance changeover requirements.
E. Obtain and submit re1 eases enabi i ng Owner's fui 1 artd unrestri cted use of
the work and access to servi ces and uti 1 i ti es , incl udi ng (where requi red )
occupancy permits, operating certificates, and.similar releases.
F. Dei f ver locks for Owner's installation and transmit keys. Advi se Owner's
personnel of change-over in security provisions.
G. Submit project record documents job set as required by Section 01300 for
Architect's review.
1.02. SUBSTANTIAL COMPLETION
A. When Contractor conside rs the Work is substantially complete, he shall
submit to the Architect:
1. A written notice that the Work, or riesignated portion thereof, is sub-
stantially complete.
2. A detai 1 ed "punch 1 i st" of items to he compl eted or corrected.
B. Within a reasonable time after receipt of such notice, Architect will make
si te vi sit to determi ne the status of compl eti on.
C. Should Architect determine that the work is not substantialiy camplete:
1. Architect will promptly notify the Contractor in writing, giving the
reasons therefor.
2. Contractor shall rertedy the deficiences in the Work, and send a second
written notice of substantial completion to the Architect.
3. Architect wi 11 revi sit the work and al 1 costs re1 ated to thi s addi -
tional visit will be the responsibility of the Contractor.
01700 - 2
0. When Archi tett concu rs that the work i s substanti al ]y compl ete, he wi 11:
l. Prepare a Certificate of Substantial Canpletion on AIA Form G704,
accompanied by Contractor's 1 i st of items to be compl eted or
corrected, as verified and amended by the Architect (Final punch
1 ist).
2. Submit the Certificate to Owner and Contractor for their written
acceptance of the responsibllfties assigned to them in the Certifi-
cate. ,
1.03 PREREQUISITES TO FINAL COMPLETION
.
A. General: Prior to requesting Architect's final review for certification
of fi nal acceptance and fi nal payment, as requi red by General Condi ti ons,
complete the following and list known exceptions (if any) in request.
B. Submit copy of fi nal punch 1 ist of itemi zed work to be compl eted or cor-
rected, stating that each item has been completed or otherwise resolved
for acceptance.
1.04 FINAL OOMPLETtON
A. When Contrattor considers the Work is complete, he shall submit written
certification that:
1. Contratt Oocuments have been reviewed.
2. Work has been inspected for compliance with Contract Oocuments.
3. Work has been completed in accordance with Contract Oocuments.
4. Equipment and systems have been tested in the presence of the Owner's
representative and are operational.
5. Work is completed and ready for final inspection.
6. Certi fi cate of occupancy has been recei ved .
B. Architect will make a site visit to verify the status of completion with
reasonable promptness after receipt of such certifications.
C. Should Architect consider that the Work is incomplete or defective:
1. Arch i tect wi 11 promptl y not i fy the Contractor i n writi ng , i i st i ng the
i ncompi ete or defecti ve work.
2. Contractor shal l take irtanedi ate steps to remedy the stated
deffciences, and send a second written certification to Architect that
the Work is compiete.
3. Architect wi 11 revi si t the work, and al l costs rel ated to thi s
additf onal vi sit wi 11 be the responsibi 1 i ty of the Contractor.
0. When the Architect flnds that the wark is acceptable under the Contract
Documents, he shall request the Contractor to make closeout submittals.
01700 - 3
1.05 ADDITIONAL SERVICES FEES
A. Should Architect perform additional site visits due to faflure of the Work
to comply wi th the cl ai ms of the status of comp 1 et i on made by the
Contractor:
.
1. Owner will compensate Architect/Engineer for such additional ser-
vices.
2. Owner will deduct the amount of such compensation from the final pay-
ment to the Contractor.
1.06 CLOSEOUT SUBMITTALS
A. Cert i f i cates : Submi t evidence of compl i ance wi th requi rements of
governing authorities not prevfously submitted.
B. P roj ect Record Drawings : Submi t revi ewed job set and reproduci b1 e set as
requ 1 red by Sect i on 01300.
C. Operating and Maintenance Data: As required in Part 3 of this Section.
0. Warranties and Bonds: As required by Section 01740 and other Contract
Documents.
E. Insurance: As required by General and Supplementary Conditions.
F. Contractor shall furnish certiffcation establishing payment or satisfac-
tion of all nbligations far labor, materials, equipment and other ser-
vices. Submit such certification using latest edition of AIA Document
G706A, "Contractor's Affidavit of Release of Liens."
1.01 FINAL ADJUSTMENTS OF ACCOUNTS
A. Submit a final statement of accounting to Architect.
B. Statement shall reflect all adjustments to the Contract Sum:
1. The original Contract Sum.
2. Additions and deductions resulting from:
a. Previous Change Orders.
b. Deductions for uncorrected work.
c. Deductfons for additional services fees.
d. Other adjustments.
3. Total Contract Sum, as adjusted.
4. Previous payments.
5. Sum remai ni ng due.
C. Architect will prepare a final Change Urder, reflecting approved
adjustments to the Contract Sum which were not previously made by Change
Orders.
01700 - 4
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.01 OPERATING AND MAINTENANCE DATA
A. General: Provide operating and maintenance instructTOns manuals and
trai ni ng as requi red herei n. Submit one copy of manual s for approval
prior to final copies. Preliminary and final copies shall be organized as
fol l ows :
1. 8-I/2"xll" format or drawings accordion folded to this size.
2. Complete index of contents.
3. Dividers with labeled and indexed tabs.
4. Final copies to have title of project and names of Owner, Architect
and Contractor permanently imprinted or silk screened on the cover.
B. Manuals: Provide two looseleaf binders containing one clean copy each of
all applicable operating and maintenance data as described below:
1. Name, address and telephone number of nearest manufacturer's repre-
sentative.
2. Operating instructions (for equipment),
3. Maintenance instructions including type and frequency of cleaning,
lubrication, or other relevant care.
4. Repair date including drawings, diagrams, catalog cuts and parts
1 ists.
5. Planufacturer's warranty or guarantee forms.
C. Information Required: As required by specific product sections and
addittonally as summarized on the chart bound in following this section.
0. Training of Owner's Personnel: Demonstrate and instruct Owner'S personnel
through one complete cycle of operations and maintenance including start-
up, shut -dawn, emergency operations, noise and vibration adjustments,
safety, efficiency adjustments, and other relevant tasks.
3.02 FINAL CLEaNING
A. Clean project site (yard and grounds), including future landscape
development areas, of litter and foreign substances. Sweep paved areas to
a broom- clean condltion; remove stains, petro-chemical spills and other
foreign deposits. Rake ground which is neither planted nor paved, to a
smooth, even-textured surface.
6. Compliances: Comply with safety standards and governing regulations for
cleaning operations. Do not burn waste materials at site, or bury debrls
or excess materi al s on Owner' s property, or di scharge vol ati 1 e or other
harmful or dangerous materials into drainage systems; remove waste
materials from site and dispose of in a lawful manner.
END OF SECTION
SECTION 01740
WARRANTIES AND 60NDS
PART 1 GENERAL
1.01 DEFINITIONS:
A. Speciai Project Warranty: A warranty speci fical ly written and signed by
Contractor for a defi ned portion of the work; and where requi red,
countersigned hy subcontractor, instailer, manufacturer or other Qntity
engaged by Contractor.
B. Speciffed Product Warranty: A warranty which is required by Contract
Documents, to be provi ded for a manufactu red produ ct i ncorporated i nto the
work; regardless of whether manufacturer has published a similar warranty
without regard for specific incorporation of product into the work, or has
wri tten and executed a speci al project warranty as a di rect resui t of
Contract Documents requirements.
C. Coi nci dental P roduct Warranty: A wa rranty wh i ch i s not speci f i cal l y
required by contract documents (other than as specified in this Section);
but which is avai lable on a product incorporated into the work, by vi rture
of that fact that the manufacturer of product has publ ished warranty in
connection with purchases and uses of product without regard for specific
appl i cati ons except as otherwi se 1 i mi ted by terms of warranty.
D. Refer to indi vidual sections of Divi sions 2 through 16 for the
determi nati on of un f ts of work whi ch are requi red to be speci fi cal1y or
individually warranted, and for the specTfic requirements and terms of
those warranties (or guarantees).
E. General Limitations:' It is recognized that specific warranties are
i ntended primarly to protect Owner agai nst fai 1 ure of the work to perform
as required, and against deficient, defective and faulty materials and
workmanship, regardless of sources. Except as othenvise indicated,
specific warranties do not cover failures in the work which result from:
1. Unusual and abnormal phenornena of the elements.
2. The Qwner's misuse, maltreatment or improper maintenance of the work.
3. Vandalism after time of substantial completion.
4. Insurrection or acts of aggresion including war.
1.02 REQUIREMENTS AND 08LIGATIONS
A. Related Damages and losses: In connection with Contractor's correction of
warranted work which has failed, remove and replace other work of project
which has been damaged as a result of such failure, or must be removed and
replaced to provide access for correction of warranted work.
B. Consequenti al Oamages: Except as otherwi se indi cated or requi red by gov-
erning regulations, special project warranties and product warranties are
not extended to cover damage to building contents (other than work of Con-
tract) which occurs as a result of failure of warranted work.
01740 - z
C. Reinstatement of Warranty Period: When work covered by a special proj ect
warranty or product warranty has fai 1 ed and has been corrected by
repl acement or restorati on, rei nstate warranty by written endorsement for
a peri od af time endi ng upon date ori gi nai warranty woul d have expi red i f
there had been no fai 1 ure, but not 1 ess than hal f of ori gi nal warranty
period of time. Start reinstatement period on date of acceptance of
replaced or restored work.
D. Replatement Cost, Obligations: Costs of replacing or restoring failing
warranted units or products is Contractor's obligation, without regard for
whether Owner has already benefitted from use through a portion of
anticipated useful service life.
E. Reject ion of Warranti es : Owner reserves the ri ght, at time of substan-
tial completivn or thereafter, to reject coincidental product warranties
submitted by Contractor, which in opinion of Owner tend to detract frrnn or
confuse interpretation of requirements of contract documents.
F. Contractor's Procurement Obligations: Oo not purchase, subcontract for,
or allow others to purchase or sub-contract for materials or units of work
for project where a specl al project warranty, speci fi ed product warranty,
certification or similar commitment is required, untTl it has been deter-
mi ned that enti ties requi red to countersign such camrtii ttments are wi i 1 i ng
to do so.
G. Specific Warranty Forms: Where a special project warranty (guarantee) or
spetifled product warranty is requireci, prepare a written document to con-
tai n terms and appropr i ate fdent i ficati on , ready for execut i on by requ 1 red
parties. Submit draft to Owner (through architect) for approval prior to
final executions.
END OF SECTION
SECTION 02110
SITE CLEARING
PART 1 GENERAL
1.01 JOB CONDITIONS
A. Protection: Provide protections necessary to prevent damage to existing
improvements on adjoining properties.
B. Repair: Restore damaged improvements to their original condition, as
acceptable to parties having jurisdiction.
PART 2 PRODUCTS
Not Appl i cabl e
PART 3 EXECUTION
3.01 SITE CLEARING
A. General: Remove vegetation, improvements, or obstructions interfering
with installation of new construction. Remove such items off site. The
majority of the site has been cleared and rough graded.
B. Removai of Improvements: Remove above-grade and below-grade improvements
necessary to permit construction, and other work as indicated. Removal of
abandoned underground pi ping or conduit i nterferi ng with constructl on i s
included under this section.
1. Strip existing asphalt as indicated within limits of construction.
3.02 DISPOSAL OF WASTE MATERIALS
A. Burning On Owner's Property: Burning is not permitted on Owner's
property.
B. Removal from Owner's Property: Remove waste materials and contaminated,
not reuseable as structural fill or topsoil, soil f rom Owner's property
and di spose of off si te.
END OF SECTION
SECTION 02200
EARTHWORK
PART 1 GENERAL
1,01 SCOPE OF WORK
A. Work wi 11 i ncl ude wh i 1 e not beT ng 1 i mi ted to excavat i on and f i 11 as
required to establish subgrade eievations for the total site.
B. Areas to recei ve pavement and improvements as part of this contract must
be prepa red wi th base materi al s as speci fi ed.
C. P1 ac i ng of stored topsoil i s excluded from thi s cont ract.
1.02 QUALITY ASSURANCE
A. Codes and Standards : Perform excavati on work i n compl i ance with appl ic-
able requi rements of governi ng authori ti es havi ng juri sdi cti on.
B. Testing and Inspection Service: The Owner will engage soil testing and
inspection service for quality control testing during earthwork
ope rations.
1.03 SUBMITTALS
A. Test Reports-Excavating: Testing service will submit the following
reports directiy to architect and Owner with copy to General Contractor:
Test reports on borrow material.
Field density test reports.
One optymum moisture-maximum density curve for each type of soil
encountered.
Report of actual unconfined compressive strength and/or results of
beari ng tests of each strata tested.
1.04 JOB CONDITIONS
A. Site Information: The Contractor must examine the site and draw his own
concl us i ons about type and quantity of materi al to be encountered.
02200 - 2
B. Existing Utilities: Locate existing underground utilities in areas of
work. If utilities are to remain in p]ace, provide adequate means of
protection during earthwork operations. Should uncharted, or incorrectly
charted, piping or other utilities be encountered during excavat7on,
consult utility Company immediately for directions. Cooperate with Owner
and utility companies in keeping respective services and facilities in
operation. Repair damaged utilities to satisfaction of utility Company.
C. Use of Expl os ives : Do not bri ng expl os ives onto site or use in work wi th- •
out prior written permission from Owner. Contractor is solely responsible
for handl ing, storage, and use of explosive materiat s when thei r use is
permitted.
D. Protection of Persons and Property: 6arricade open excavations occuring
as part of this work and post with warning 1 ights.
E. Coordi nate work requirements under this contract wi th work in other
separate grading contracts for site utility work not by this contract.
PART 2 PRODUCTS
2.01 SOII MATERIALS
A. Defjnitions;
1. Non-pl ast i c Fines : That port i on of a sampl e passi ng a No. 240 mesh
sieve.
2. Soi 1 s from the site excavati on are acceptabl e for structural fi 11 wi th
the exception of areas of debris or other organic materiai.
6. Pavement Base Materi al : Natural l y or arti fi ci al l y graded mixture of natu-
ral or crushed gravel, crushed stone, crushed slag, natural or crushed
sand.
C. Structural Fill Materiais: Satisfactory graded sand or gravel free of
rock or gravel larger than 2" in any dimension, debris, waste, frozen
materials, vegetable and other deleterious matter, and containing less
than 5% by wei ght of non-pl astic fi nes.
0. Top Soi1: See Section 02990
02200 - 3
PAKT 3 EXECUTION
3.01 EXCAVATION
A. Excavation consists of removal and disposal of material encountered to
construct all work and establish required grade elevations.
6. Rock Excavation: Rock excavation consists of removal and disposal of
materials encountered that cannot be excavated with a 3/4 cubic yard
capaci ty power shovel wi thout dri 11 i ng and b1 asti ng , nr requi ri ng usP of
special equipment, except such materlals that are classified as earth
excavation.
1. Typical of nraterials classified as rock are boulders 1/2 cu. yd. or
more in volume, solid rock, rock in ledges, and rockhard cementitious
aggregate deposites.
2. Do not perform rock excavati on unti 1 materi al encountered has been
identified and classified by the soils testing agency and/or
architect. Excavation wfll be paid on a negotiated unit price per
contract condltions relati ve to changes in work.
3. Rock payment 1 i nes are 1 i mi ted to the fol i owing :
a. Two feet outside of concrete work for which forms are required,
except footings.
b. One foot outside perimeter of footings.
c. In pi pe trenches, 6" bel ow i nvert el evati on of pi pe and 2 ft.
wider than inside diameter of pipe, but not less than 3 ft. mini-
mum trench width,
d. Neat outside dimensions of concrete work where no forms are
required.
e. Under slabs on grade, 6" below bottom of concrete s1ab.
C. Unauthorized Excavation: Consists of removal of materials beyond indica-
ted subgrade A1 evati ons or di mensi ons without speci f i c di rect i on of Archi -
tect. Unauthori zed excavati on, as wel l as remedial work di rected by Arch-
itect, sha11 be at Contractor's expense.
D. Additional Excavation: When excavatfon has reached required subgrade
elevations, notify Architect, who will rtrake an inspection of conditions.
1. If unsuitable beari ng materi al s are encountered at requi red subgrade
e1 evati ons, carry excavati ons deeper and repl ace excavated materi al as
di rected by Arch i tect .
2. Removal of unsu i tabl e materi al anci i ts repl acement as di rected wi11 be
pa i d on basi s of cont ract cond i t i ons rel ati ve to changes i n work.
02200 - 4
E. Stability of Excavatlons: Slope sides of excavations to comply with local
codes and ordi nances havi ng juri sdi ction. Shore and brace where sl opi ng
i s not possi bl e because of space restri ct i ons or stabi 1 i ty of materi al
excavated. Maintain sides and slopes of excavations in safe condition
unti 1 compl eti on of backfi11 i ng.
.
F. Shoring and Bracing; Provide materials for shoring and bracing, such as
sheet piiing, uprights, stringers and cross-braces, in good serviceable
condition.
1. Establish requirements for trench shoring and bracing to comply with
local codes and authorities having jurisdiction.
2. Mai ntai n shori ng and bracing i n excavati ons rega rdl ess of time peri od
excavati ons wi 1 i be open. Carry down shori ng and braci ng as excava-
tion progresses.
G. Dewatering: Prevent surface water and subsurface or ground water from
flowing into excavations and from flooding proj ect site and surrounding
areas.
1. Do not allow water to accumulate in excavations. Remove water to pre-
vent softening of foundation bottoms, undertutting footings, and soil
changes detri mental to stabi 1 i ty of subgrades and foundati ons. Pro-
vide and maintain pumps, well points, sumps, suction and discharge
1 ines, and other dewatering system components necessary to convey
water away from excavations.
2. Convey water removed from excavati ons and rai n water to col 1 ecti ng or
run-off areas. Establ i sh and mai ntai n temporary drai nage di tches and
other diversions outside excavation limits for each structure. Oo not
use trench excavations as temporary drafnage ditches.
H. Material Storage: Stockpile satisfactory excavated materials where direc-
ted, until required for backfill or fii1. Place, grade and shape stock-
piles for proper drainage.
I. Excavation for Pavements: Cut surf ace under pavements to comply with
cross-sections, elevations and grades as shown.
1. Grade areas to recei ve future pavements to subgrade el evati ons
required for placement of base materials specified in Section 02513,
"Asphalt Concrete Pavement".
J. Excavation for Trenches: Dig trenches to the uniform width required for
particuiar item to be installed, sufficiently wide to provide ample
work i ng room.
1. Excavate trenches to depth indicated or required. Carry depth of
trenches for piping to establish indicated flow lines and invert
02200 - 5
elevations. Beyond building perimeter, keep bottoms of trenches
sufficiently below finish grade to avoid freeze-ups.
2. Where rock is encountered, carry excavation 6" below required eleva-
tion and backfill with a 6" layer of crushed stone or yravel prior to
installation of pipe.
3. Grade bottoms of trenches as indi cated, notchi ng under pipe be11 s to
provide solid bearing for entire body of pipe.
4. Backfill trenches with concrete where trench excavations pass within
18" of col umn or wal l footi ngs and whi ch are carri ed bel ow bottom of
such footings, or which pass under wall footings. Place concrete to
1 evel of bottom of adjacent foot i ng.
5. Do not backfill trenches until tests and tnspections have been made
and backfilling authorized by Architect. Use care in backfilling to
avoid damage or displacement of pipe system.
L. Cold Weather Protection: Protect excavation bottoms in soil against
freeiing when atmospheric temperature is less than 35°F.
3.02 COMPACTION
A. General: Control soil compaction during construction providing minimum
percentage of density specified for each area classification.
B. Percentage of 14aximum Density Requirements: Compact soil to not less than
the followin9 percentages of maximum dry density for cohesive soils exhi-
biting a well-defined moisture-density relationship detennined in accord-
ance with ASTM D 1557; and not less than the following percentages of
relative density, determined in accordance with ASTM Q2049, for soils
which wi11 not exhibit a well-defined moisture-density relationship.
1. Structures' Slab and Pavement Subgrades: Compact top 12" of subgrade
and each 1 ayer of backfi 11 or fi 11 material to 95% maximum dry
density.
2. Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of
backfi 11 or fi 1 i material at 907 maximum dry density.
C. Moisture Control: Where subgrade or layer of soil material must be mois-
ture condi ti oned before compacti on, uni formly apply water to surface of
subgrade, or 1 ayer of soi 1 materi al , to prevent free water appeari ng on
surface during or subsequent to compaction operations.
1. Renove and repl ace, or scari fy and ai r dry, soi 1 materi al that i s too
wet to permit compacti on to spec if i ed dens ity.
02200 - 6
2. Soil material that has been removed because it is too wet to permit
compact i on may be sto ck p i 1 ed or spread and al l owed to d ry . As s i st
drying by discing, harrowing or pulverizing until moisture content is
reduced to a satisfactory value.
3.03 BACKFILL AND FILL
A. General: Place acceptable soil material in layers to required subgrade
elevations, for each area classification listed below.
l. In excavations, use satisfactory excavated or borrow material,
2. Under grassed areas, use satisfactory excavated or borrow material.
Topsoil will be placed as described in Section 02480 "Landscape Work".
.
3. Under steps, walks and pavements, use satjsfactory excavated or borrow
materi al, structural fi ] 1 anrl pavement base.
4. Under building slabs, use structural fill material to subgrade Slab
cushi on materi al wi 11 be pl aced by a separate cont ract .
8. 6ackfill excavations as promptly as work permits, but not until completion
of the fol l owi ng:
1. Acceptance of construction below finish grade including, where applic-
able, dampproofing, waterproofing, and perimeter insulation.
2. Inspection, testi ng, approval, and recordi ng 1 ocations of underground
uti 1 iti es.
3. Removal of concrete formwork.
4. Removal of shori ng and braci ng, and hackfi 11 ing of voids with satis-
factory material s. Cut off temporary sheet pi 1 i ng dri ven be1 ow bottom
of structures and remove in manner to prevent settl ement of the struc-
ture or util ities, or leave in place if required.
5. Removal of trash anci debri s.
6. Permanent or temporary hori zontal braci ng i s i n pl ace on horizontal ly
supported walls.
C. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory
soil materials, obstructions, and deleterious materials from ground sur-
face prior to placement of fi11s. Plow, strip, or break-up sloped sur-
faces steeper than 1 vertical to 4 horizontai so that fill material will
bond wi th exi sti ng surface.
.
1. When existing ground surface has a density less than that specified
under "Compattfon" for particular area classification, breakup ground
surface, pulverize, moisture-condition to optimum rtFOisture content,
and compact to requi red depth and percentage of maxi mum dens i ty.
02200 - 7
D. Placement and Compaction: Place backfill and fill materials in layers not
more than 8" in loose depth for material canpacted by heavy compaction
equi pment, and not more than 4" i n 1 oose depth for materi al compacted by
hand-operated tampers.
1. 6efore compaction, moisten or separate each layer as necessary to pro-
vide optimum moisture content. Compact each layer to required per-
centage of maximum dry density or relative dry density for each area
classification. Do not place backfill or fill material on surfaces
that are muddy, froten, or contain frost or ice.
2. Place backfill and fill materials evenly adjacent to structures, to
required elevations. Take care to prevent wedging action of backfill
against structures by carrying material uniformly around structure to
approximately same elevation in each lift.
3.04 GRADIHG
A. General: Uniformly grade areas within limits of grading under this sec-
tion, including adjacent transition areas. Smooth finished surface within
spetif i ed tol erances , compact wi th uni form 1 evel s or sl opes between poi nts
where elevations are shown, or between such points and existin9 grades.
8. Grading Outside Building Lines: Grade areas adjacent to buildtng lines to
drain away from structures and to prevent pondi ng. Fi nish surfaces free
from irregular surface changes, and as follows:
1. Lawn or Unpaved Areas: Finish areas to receive topsoil to within not
more than 0.10' above or below required subgrade elevations.
2. Wal ks: Shape surface of areas under wal ks to 1 i ne, grade and cross-
section, with finish surface not rrore than 0.10' above or below
required subgrade elevation.
3. Pavements: Shape surface of areas under pavement to 1ine, grade and
cross-section, with finish surface not more than 1/2" above or below
requi red subgrade el evati on.
C. Grading Surface of Fill Under Building Slabs: Grade smooth and even, free
of voids, compacted as specified, and to required elevation. Provide
fi nal grades withi n a tol erance of I/2" when tested wf th a 10' straight-
edge.
0. Compaction: After grading, compact subgrade surfaces to the depth and
percentage of maximum density for each area classification, prior to any
backfill operation.
345 PaVEMENT BaSE COURSE
A. General : Base cou rse cons i sts of pl aci ng base materi al , in 1 ayers of
specified thickness, over subgrade surface to support a pavement course.
02200 - s
B. Grade Control: During construction, maintain lines and grades including
crown and cross-slope of base course.
C. Shoulders: Place shoulders along edges of base course to prevent lateral
movement. Construct shoulders of acceptable soil materials, placed in
such quantity to compact to thick ness of each base course layer. Compact
and ro11 at least a 12" wi dth of shoul der simul taneously wi th compacting
and roi 1 i ng of each 1 ayer of base cou rse.
0. P1 aci ng: P1 ace base course materi al on prepared subgracie in layers of
uniform thickness, conforming to indicated cross-sect7on and thickness.
Maintaln optimum moisture content for compacting base material during
placement operations.
1. When a compacted subbase course is shown to be 6" thick or less, place
material in a single layer. When shown to be more than 6" thick,
pl ace materi al in equal layers, except no si ngl e layer more than 6" or
less than 3" in thickness when compacted.
3.06 FIELD QUALITY CONTROL
A. Quality Control Testing Ouring Construction: A11ow testing service to
inspect and approve subgrades and fill layers before further construction
work is performed.
1. Perform fi el d dens i ty tests i n accordance wi th ASTM D 1556 (sand cone
methcd) or ASTM 02167 (rubber balion method), as applicable.
2. Footing Subgrade: For each strata of soil on which footings will be
pl aced, conduct at 1 east one test to veri fy requi red desi gn beari ng
capacities. Subsequent verification and approval of each footing sub-
grade may be based on a vi sual compari son of each subgrade wi th rel a-
ted tested strata, when acceptable to Architect.
3. Paved Areas and 6uilding Slab Subgrade: Make at least one field den-
si ty test of subgrade for every 2000 sq. ft. of paved area or bui 1 di ng
slab, but in no case less than 3 tests. In each compacted fill layer,
make one field density test for every 2000 sq. ft. of overlaying
bu i 1 df ng s 1 ab or paved area, but i n no case 1 ess than 3 Lests.
B. If in optnton of Architett, based on testing servite reports and
inspection, subgrade or fi11s which have been placed are belaw specified
density, provide additional compaction and testing at no additional
expense.
3.07 htAINTENANCE
A. Protection of Graded Areas: Protect newly graded areas from traffic and
eroslon. Keep free of trash and debris. Repair and re-establish grades
in settled, eroded, and rv tted areas to specified tolerances.
~ - 02200 - 9
B. Reconditioning Compacted, Areas: Where= completed compacted areas are
disturbed by subsequent constructi,on operations or adverse weather,
scari fy surface, re-shape, and compact to requi red density prijor t'o
further construction.
,
3.08 OISPOSAL OF EXCESS AND,, WASTE MATEMALS
A. Removal from Owner's Property: Remove waste materi'als, including
unacceptable 'excavated materiall, trash and debris; and dispose of it dff
Owner' s pro,perty.
.
END OF SECTION
I
~
SECTION 02444
CNAIN LINK FENCING ANO 6ATES
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. Provi de chai n 1 i nk fences and gates as compl ete uni ts control 1 ed by a
single source including necessary erection accessories, fittings and
fastenings.
1.02 SUBMITTALS
A. Product Data: Submit manufacturer's technical data, and 1nstallatzon
i nstructions for metal fenci ng and gates.
PART 2 PRODUCTS
2.01 General:
A. Manufacturer: Subject to compliance with requirements, provide products
of one of the f ol 1 owi ng :
Allied Tube and Conduit Corp.
Anchor Fence, Inc.
Colorguard Corp.
Davis Walker Corp.
Dominion Fence and Wire P rod.
united States Steel
2.02 STEEL FENCING (StFn)
A. Fabric : No. 9 ga. ( O.I48" ) finished si ze steel wt res, 2" mesh, wz th top
selvages knuckled for fabric 60" high and under, and both top and bottom
selvages twisted and barbed for fabric over 60" high.
1. Fabric finish, galvaniZed, ASTM A 392, Class I, with not less than 1.2
oz. zinc per sq. ft. of surface.
B. Framework: Galvaniied steel, ASTM a 120 or 123, with nat less than 1.8
oz. zi nc per sq. ft. of surface.
C. Nardwa re and Accessories: Galvanized, ASTM A 152, with zinc weights per
Table I.
2.03 FRAMING AND ACCESSORIES
A. End, Corner and Pull Posts: Minimum sizes and weights as foilows:
1. Up to 6' fabric hei ght, 2.375" 00 steel pipe, 3.65 1 bs. per li n. ft.,
or 3.5" x 3.5" rol 1-formed sections, 4.85 1 bs. per 1 i n. ft.
6. Line Posts: Space 10' o.c. maximum, unless otherwise indicated, of
following minimum sizes and weights.
1. Up to 6' fabric height, 1.90" 00 steel pipe, 2.70 lbs. per lin. ft. or
1.875" x 1.625" C-sections, 2.28 lbs. per lin. ft.
C. Top Rail: Manufacturer's longest lengths, with expansion type couplings,
approximately 6" long, for each joint. Provide means for attaching top
rai 1 securely to each gate corner, pul 1 and end post.
1. 1.66" 00 pipe, 2.27 lbs. per ft. or 1.625" x 1.25" roll-formed sec-
ti ons, 1.35 1 bs. per ft.
D. Tension Wire: 7 gage, coated coil spring wire, metal and finish to match
fabric.
1. Locate at bottom and top of fabri c.
E. Post Brace Assembly: Manufacturer's standard adjustable brace at end and
gate posts and at both sides of corner and pull posts, with horizontal
brace located at mid-height of fabric. Use same material as top rail for
brace, and truss to line posts with 9.375" diameter rod and adjustable
tightener. ,
F. Post Tops: Weathertight closure cap (for tubular posts), one cap for each
post.
1. Furnish caps with openings to permit passage of top rai1.
G. Stretcher Bars: One piece lengths equal to full height of fabric, with
minimum cross-section of 3/16" x 3/4". Provide one stretcher bar for each
gate and end post, and 2 for each corner and pull post, except where
fabric is integrally woven into post.
N. Stretcher gar Bands: Space not over 15" o.c., to secure stretcher bars to
end, corner, pull, and gate posts.
I. Wire Ties: For tying fabric to line posts, use wire ties spaced 12" o.c.
For tying fabric to rails and braces, use wire ties spaced 24" o.c. For
tying fabric to tension wire, use hog rings spaced 24" o.c.
J. Concrete: Provide concrete consisting of portland cement, ASTM C 1509
aggregates ASTM C 33, and clean water. Mix materials to obtain concrete
with a minimum 28-day compressive strength of 3500 psi using at least 4
sacks of cement per cu. yd., 1" rnaximum size aggregate, maximum 3" slump,
and 2% to 4% entrained air.
PART 3 EXECUTION
3.01 INSTALLATIUN
A. Do not begin installation and erection before final grading is completed,
unless otherwise permitted.
B. Excavation: Ori11 holes for posts of diameters and spacings shown, in
firm, undisturbed or compacted soil.
1. If not shown on drawings, excavate holes to rm nimum diameters as
recommended by fence manufacturer.
2. Excavate hole depths approxi matel y 3" l ower than post bottom, with
bottom of posts set not less than 36" below finish grade surface.
C. Setting Posts: Center and align posts in holes 3" above bottom of
excavation.
D. Place concrete around posts and vibrate or tamp for consolidatlon. Check
each post for verttcal and top allgnment, and hold in position during
placement and finishing operations.
E. Top Rails: Run rail continuously through post caps, bending to radius for
curved runs. Provide expansion couplings as recommended by fencing manu-
facturer.
F. Brace Assemblies: Install braces so posts are plumb when diagonal rod is
under proper tension.
G. Tension Wire: Install tension wires before stretching fabric and tie to
each post with not 1 ess than 6 ga. gal vani zed wi re. Fasten fabric to
tension wire using 11 ga. galvanized steel hog mngs spaced 24" o.c.
H. Fabric: Leave approximately 2" between finish grade and bott an selvage,
unless otherwise indicated. Pull fabric taut and tte to posts, rails, and
tension wires. Install fabric on security side of fence, and anchor to
framework so that fabri c remai ns in tension after pul 1ing force i s
rel eased.
1. Stretcher Bars: Thread through or clamp to fabric 4" o.c., and secure to
posts with metal bands spaced 15" o.c.
J. Ti e Wi res : use U-shaped wi re, conformi ng to di ameter to pipe to wh ich
attached, clasping pipe and fabric firmly with ends twisted at least 2
ful l turns. Bend wire to mi nimi ze hazard to persons or cl othi ng.
K. Fasteners: Install nuts for tensivn bands and hardware bolts on side of
fence opposlte fabric side. Peen ends of bolts or score threads to
prevent removai of nuts.
END OF SECTION
02500-1
SECTION 02500
SITE DRAINAGE
PART 1 G9VERAL
1.01 DESIGN INTENT
The intent of the stornn drainage system design is, wherever possibie, to shed storm
runoff to grassy swales where it can percolate through a turf and topsoil layer to
underlying permeable subsoils. Rurtoff that exceeds the holding/percolaton capacity of
the swale will discharge to adJacent drywelts. For this system to operate as intended it
is lmperatfve that drainage svwales be constructed to the designed shape and voiume and
that drywells be set to the design elevation.
1.02 9COPEOFVIORK
Execution and completion of all Site Drainage Work, in accordance with the
Specjfications and Drawings, lnduding but not necessarily limited to:
A. Trenching, exc.avating, badcfllling and compaction of site drainage system.
B. Repair of any damage to existing underground installation caused by trenching,
grading, cutting or simllar operatiorts performed in connection with the work
of this sectbn.
C Related Worlt Described Elsewhere:
Earthwork--Section 02200.
1.05 QUAUTYASStJRANCE
All work and materlals shail be in full accordatice with the latest rules, regulations, or
publications of the Washington Departmeni of Labor and Industries, Division of
Industrial Safety and Health, applicable local and State Laws or Regulaton and D.S.H.A.
Do not allow or cause any of the woric installed by thls craft to be covered up before it
has been reviewed and approved by the Landscape Architect. Should any of the work be
cavered up before h has been approved. it shali be unoovered at no extra cost to the
Owner.
All materiats and equipment shall be tested and proven acceptable before being concealed
or before the completed installation is tumed over to the Owner.
a cLEAwInG
1. Storm drainage system shall be flushed out and proven clean and operative
before aaceptance.
1. 0 6 COORD[NATiON
It will be essential that the installation of site drainage lines and drywells be coordinated
with existing and new instaliation of plumbing, domestic water, fire, irngation,
02500-2
sanitary sewer, gas, telephone, electrical Unes and roads, parking, sidewalk paving, and
curbs.
Where new woric js trnolved, coordinate with other crafts. Where discrepancies occur,
notffy the Landscape Architea as soon as discovered.
1.07 RECORD DRAWINGS
Reoord drawings shall be prepared in acxordance with Division 1.
See plans for any grading and site drainage work which has been completed under
previous contracts.
PART 2 PRODl1CT'S
2.01 MATERIAL.S
A. DRYWELLS
DryweHs shali be oonstructed of precast concrete in oonfomnance with Spokane
County Supplemerital Plans. Drywells shall be sized as per the Drawings,, and
shall be either Type A or Type 8 as per Spokane County.
B. FRAMES AND GRATES
All frames and grdtes shall be cast iron. Type 3, as per Spokane County
Supptementai Plans.
Q DRAINAGE GRAVEL
Drainage gravel to be 3/4" to 1 1/2" river tock, well compacted. Refer to
Drawings for additional information.
D. MOISTURE BARRIER .
Moisture barrier to be 4 mil polyethylene, 2 layers thick. Insure that all
punctures in 1he barrier are repalred. Refer to Drawings for additional
information.
E WATER FOR BACKFlLL
The Gontractor shall make necessary arrangements for a sounce of water dunng
installation and badcfiliing.
PART 3 DXECUTION
3. 01 INSTALLATION OF DRYWELLS
Insiall in the locations and to the elevations shown on the plans.
Badcfili around struciure to height of moisture barrier with drainage gravel.
02500-3
Backfli II above the moisture bamer with select native material in maxirnum 12 inch
lifts and oompact,each lift to 90 percent. Take special precautions during backflii to
prevent damage to joint between moisture banier and dry well core.
Frames and grates shall be set as shown on Drawings and Details:
ENDOFSECTION
J
~
SECTION 02513
ASPHALT CONCRETE PAVING
PART 1 GENERAL
1.01 QUALITY CONTROL
A. Standards : Meet speci fied requi rements of Washi ngton State Department of
Transportation (WSDOT) "Standard Specification", 1980 Edition, for Asphalt
Concrete Pavement.
B. Paving Tolerance: Meet al] WSO4T requirements for surface smoothness and
correction of deviations except provision for acceptance of non-complying
pavement (5-04.3(13) Paragraph 4).
PART 2 PRODUCTS
2.0I MATERIALS
A. General : Use local ly avai 1 able materi al s and gradatians which exhibi t a
satisfactory record of previous instal 1 ati ons and meeting WSOOT materi ai s
requirements.
B. Herbicide: Commerical herbicide for vegetation control, registered with
the Environmental Protection for use under asphalt without endangering
adjacent future landscaping areas; "Barrier 50W" as manufactured by Acme
Industrial Products vn approved equal.
C. Pavement Base Material: Meet WSOOT requirements as specified in Section
02200.
0. Mix and Mixing Plant: Asphalt mixing piant to meet WSOOT requirements.
Provide mix design currently approved by WSOOT for the followTng applTCa-
tions:
1. Heavy Truck Traffic Areas: Class B mix design.
2. Aut o Parking Lot: Class 6 mix design.
E. Tack Coat: Emulsified asphalt, AASNTO M 140.
F. l.ane Marking Paint: Chlorinated Rubber-Alkyd, FS TT-P-115, Type III.
PART 3 EXECUTION
3.01 SURFACE PREPARATION •
A. Remove loose material from compacted subbase surface. Prepare as speci-
fied in Section 02200 for pavement subbase.
.
02513 - 2
6. Record and report unsatisfactvey conditions. Do not begin paving work
until deficient subbase areas have been corrected.
C. Tack coat requi red over t reated base and at adjacent cement i t i ou s
surfaces.
3.02 PAVEMENT BASE
A. Construction Requi rements : Comply wi th al l requi rements of WSOOT "Stan-
dard Specifications" and Section 02200 Earthwork for Pavement Base.
8. Thickness: Minimum compacted pavement base:
1. Building Perimeter under "Heavy Traffic" areas: 6"
2. Asphalt Parking Lots: 4"
C. Appl y herbi cide to compacted base at areas to be paved onl y i n stri ct
compliance with manufacturers recommended dosage and application
instructi ons.
3.03 ASPHALT PAVING
A. Construction Requirements: Comply with all requirements of WSOOT "Stan-
dard Specifications" for spreading and finishing and as specified below.
Do not install at temperatures below 40°F.
B. Thickness: Asphalt concrete paving course to be installed in the follow-
ing thickness:
1. Heavy Traffic Areas: 3" thickness, single lift.
2. Auto Parking Lots: 2" thickness, single lift.
C. Protection: Protect paving from damage and vehicular traffic until
mixture has cool ed and attai ned i ts maximum degree ofi hardness. Ro] 1 er
marks are not acceptable.
3.04 Lane Markers
A. Apply paint with mechanical equipment to produce uniform straight edges,
in (2) coats at manufacturers recommended rates. Yeliow color.
END OF SECTION
ozsso-1
SECTION 02880
LANDSCAPE IRRIGATION SYSTEM
PART 1 CEV~At.
1.01 DESCRIPTION
This section includes all work necessary and incidental to the complete installatton of the
irrigation system as shown on the drawings and/or specified herein. The worlc shall
include all labor, services, materials, equipment and transportation as required.
It is the jntention of this speciflcation that the Contractor install an automatic irrigation
system which wjll operate in an efficient and satisfactory manner according to the
workmanlike standards established for sprinkler operagon. The system is designed to be
winterized by blowing all water out of pipe through the =one heads and distribution lines
through the manual drain vatve provtded.
In the event of any djscrepancies between the plans and the specification, the finai
dectsion as to which shaii be followed shatl be made by the Landscape Archdect.
A. Related Worlc Specified Elsewhere: Coordinate worc with the fioliowing
sections:
All other Stte Work Sections (Division 2).
PART 2 PRODUCTS
2.01 MATERIALS
All materials and equipment incorporated in the irrigation systems shall be new and
shall be of recogni=ed standard quality manufactured by reputable manufacturers.
For oonvenience in designation on the Orawings or in the Suppiementary Conditions,
certain ahicles or materiais to be incorporated in the work may be designated under
trade names or the names of manufacturers and their catatog information. The use of an
aftemative or substitute article vr material which is of equai quality and of the required
characteristics for the purpose intended will be pennitted► subject to the foilowing
requirements:
The Contractor shall furnish ail inforrnation necessary for proof of quallty and
suitability of proposed altemadves and subsgtuttons. The Landscape Architect shail be
the judge as to the quality and suitability of alternative and substitute articles or
materials and his deasion shall be final.
Requests for substituUon of a similar or -equivalent article or material shall be made in
writing by the Contractor accompanied by complete data as to the equality and suitability
of the material or article proposed. Such request shall be made in ample time to permit
approval without delaying the work.
The Contractor shali observe and compty with national and state codes and such other
codes as are appigcable to materiats and workmanship under the Contract.
02880•2
A DCCAVATiON
Excavation is unclassified. The Contractor shall make his own esdmate of the
kind and extent of the vanous materials to be excavated in order to accomplish
the work.
B. BACKFILL
Excavated materlal from the site free from roots, organic matter, debris, and
other detetenous materials.
Q PIPE BASE AND BEDDING MATERlAL
Pipe base shaq be 1i4-inch minus sand.
D. GRAVEL
Gravel for manual drain sumps and under conttol vafves shall be 1/2 inch plus
clean, washed, round gravel.
E. PIPE
Zone pipe shall be rigid PVC, Type I. Grade 1, confonnmg to ASTM D 1784
and ASTM D 1785 and ASTM D 2241. Pipe shall be Class 200, SDR 21 when
installed wlth solvent weld fittings artd Schedule 80 when screwed fittings are
used. Threaded flttings shall be Type I. Schedule 80, Uscolite (U.S. Rubber
Company), Koroseal (B.F. Goodrich),, or Kraloy/Chemtrol oonforming to ASTM
D 2467. Main line,s shall be Type I, Schedule 40 (ASTM D 2466).
Steel pipe shall be galvanized Schedule 40 wnh risers, joints, and fittings to
match.
F. GATEVALVES
All zone shutoff valves of sizes 2-inch and smalier shall be all bronze, double
disc wedge type wdh integral taper seats. All gaie vaives of 2-112-inch size or
larger shall be iron body, brass trimmed, double disc wedge type with integral
taper seats. Gate vatves shail be service rated (nonshodc cold water) at not less
than 200 psi. Valves shall have the manufacturees identiflcation cast or stamped
on the body of the valve.
G BACKFLOW PREVENTERS
Badcflow preventers shali be double check vatve assembiies, as indicated on
the Drawings, of a type approved by the local and State Sanitarian.
H. PRESSUREGAUGE
Heavy-duty with metal case; equipped with setscrew; 2-inch si=e, 0 to 100 psi
range; fitted with 1/4-inch IPS male connection.
02880-3
I . ELECTRlC REMOTE OONTROLZONE VALVES
Electrically operated remote oontrol valves shall be of the normaliy closed type
which w111 automatically shut off the flow of water in case of power faiture.
Automatic vaives shall not open or clase in less than 4 sevonds and shall be .apabie
of manual control during power failure and shail have a flow conmol device
designed to elimfnate the effeci of flow on the speed of opening and closing the valve
Operation of the vahres shall not be dependent on the pressure loss through ihe
valves. The motor assembty or operafing parts shall be removable wnthout
disturbing the wdlve bOdy. The valve shall be waterproofed for underground burial.
Valves shall be provided with an integral or independent union for suppty line
oonnecdon. Valves shalt be power-operated by 24• to 26-1/2•voit ac controllers
and shall be of oorrosion-resistant metal such as bronze, brass, stainless steel, or
combinatlons thereof. Valves shall have aflow oonttol mechanism and be capable of
manual operation. Valves shall be listed by Underwriter's Laboratory. Inc.
J. QUICK-COUPUNG VALVES
duidc-coupiing vafves shall be two-piece body type with lodcing cap. The body
shall be of heavy-duty brass (ASTM B 145. 81-3-7•9 type is acceptabie), or of
heavy-duty bronze. The cap may be of brass, bronze, or other nonconosive
metai. Quick-coupling vatves shall be watertight both before and after the coupler
is inserted. The valve mecharnsm shall be so destgned that the valve seat is dosed
before the ooupler is removed. Each valve shall have the manufacturers
idengficaton cast or stamped on the valve. The vatves shall be of a size deaignated
on the Drawings, and shall be of a design compatible with valve couplers, keys, and
hose swivels.
Provide two keys for locking caps.
K. VALVE OOUPLERS
Couplers or keys for use with quick-coupling vaives shall provide for
attachment of ponabie sprinkler heads or hose swivets. The couplers or keys
shall be of brass, bronze, stainiess steel, other highty corrosion-resistant metai
or combjnagons thereof, and shall be of a destgn expressty intended for use with
quick-coupling valves. The couplers or keys shall be of bayonet type Lugs, and
shall be of a durabie brass, bronze, stanless steel, or other equal metal.
~ Provide two couPlers.
L. HOSE SVNNEIS
Hose swivels shall be of brass, bronze, or other equal metal. of 3/4inch size,
wlth 90-degree swNel ell, and shall be free-tuming through a 360-degree swing.
The swivel spindle shall be watenight in service.
Provide two hose swrvels.
M. VAL1/E MARKER
Lodcing type to be instailed in top of 2-inch PVC pipe.
o28so-a
N. VALVE MARKER KEY
Provide two operating keys for valve markers.
Q VALVEBOXES
All remote control valves, manual control valves, zone shutoff valves, gate vatves,
or globe vatves, unless othervvise indicated, shall be installed in suitable concrete
or thermoplastic valve acxess box of proper size as required for easy access to the
valve. Access boxes shall be compiete with cast iron, concrete, or thermopiastic
oover. Vatves shown on the Drawings or otherwise indicated or specified to be
instailed using valve mairkers shali not require vaive access boxes. Lodcing and/or
hinged covers for access boxes will be required uniess othervvise speciffcaity
designated on the Drawings or hereinafter specified. Remote control vaives (3-
inch and smaller) shall be installed in Ametek Model 10•170-001 or equai,
. . access box. All large zone shutoff valves and targer remote oontroi valves shall be
installed in Ametek Modei 5-95-15-6 or equai, adjustable vaive box.
P. VAULTS
Vaults shali be precast concxete with heavy cast iron cover. Provide inside
integral tadder for acxess at cover location. Vauit shall be designed for use in
trafflc lane as shown: Size of vault shall be determined by Contractor and approved
by Landscape Architect prior to construction. Refer to Orawings for vauit location.
0. WATER METER
Coordination of the installation of a 3" water meter as shown on the plans
shall be by Contracior. Insiallation of ineter shall be completed by utility
company. Contractor shall pay all fees and costs assoaated with proper
installation of ineter.
R. MANUAL DF3AIN VALVES
Bronze, brass, or staintess steel, manual angle valve designed so that valve seat
nses completely out of the water flow line. A heavy-duty standard star handle or
notched round handle shail be included fcr easy operation of valve by hand or
with long handle valve key.
S. KE1P5
Pravide two operating keys for manual control vaives and manuai drain vatves. Key
shall be 30 inches long, constructed of steel rod with all-welded construction
and having a protective voating of paint.
T. ELECTRIC AUTOMATIC CONTROLLERS AND TIMERS
The electnc automatic controller is to be used m conjunction with electric
automatic section oonvol valves of the normaity closed type and shail be
designed to operate on 24- io 26-1/2-volt, 60•Hz, single-phase alternating
cuRent. The electric oontroiler shall have the UL approval marked on the
controller. The controller shall be capable of activating an automatic master
~
02880-5
vatve, and/or an electrical circuit ior remote automagc pump control. when
required,, as indicated on the Drawings. The number and kind of station
controls required wiii be shown on dhe Drawings.The installation may oonsist of
one or more controllers working as a unit.
The aontroqer shall have provislon to control each of its station operauons on
a fully automatic, semi-autorttatic, and manual basis. The oontroller shall have
a master switch which will cut off the sntire operations of the 1 sysiem
controtied therefrom without disturbanve of the timing sequences. Each staiion
, control shall have a switch to permit operation manuaity and independently of
the other stations or to cut off operation of the station.
~
Controller shall be able to automatically (a) control operation of the system by
time of day and number of days per wesk within a 14-day cycle, and (b) provide
variable tirne cydes through each station wLthin an adjustable range of 2 to 60
minutes per station, with separate adjustment for each station. Wider ranges of
time cycles are acxeptable. Timtng changes shall be possible by setling one 24-
hour dial or key. V
Controller shail be designed for indoor, outdoor use, wall, pedestal mounted
where incOcated on the Drawings. Each controller shall be provided with a
weatherproof cabinet of corromon resistant metal, designed for that vontroller.
The cabinet shall be designed to pemnit removal of the controller mechanisms
therefrom without use of special tools, and shall be lodcable against, tampering
► and vandalism. Pump switch and master valve switch shail be provided where
required for proper operation of the imgation, system.
Controtter shall be c.onstructed so thai the intemal working parts, with the
exception of the transfomner, may be unplugged in one unit and removed for
_ repairs and repiacement.
Controller shall have the manufacturer's trade name and modei numbers
stamped thereon or on a metal nameplate pertnanentfy attached. The Contractor
shall fumish to the Landscape Architect a written warranty by the rnanufacturer
of not less than 1 year against all operational defects occumng in the controller
and in the related automattc section valves. The Contractor shall also fumish
the Landscape Architect with six copies each of the wiring circuit, parts list,
operational manual, and name and location of an in-state central service
facility.
The automatic timer shall be 115-volt. 60-H= input and 115-voit, 60-Hz output
in conjunction wilh a 115-volt to 24•voit step-down transformer; both shali be
- listed by Underwriter's Laboratories. Inc., and shall conform to NEC Ciass 2
Code. The timer shall be capabie of 0- to 24-hour operation and have a skip-
a-day dlal or function. Timer and transfornner shall be encased within a NEMA 3R
(rain•tight) enclosure with lodc. When called for on the Drawings, thi's compiete
unit shall be instailed on a suitable pedestal fumished by the Contractor.
U. EIECTRICAL CONDUCTORS AND,CONDUtT
Electrical conductors from the power source to the conmoller, or timer, shall
be copper, minimum size No. 10, Type TW; c:onsisUng of two conductors artd a
bare copper ground wire 'of the same size confortning to the requirements of the
02880-6
State Electrical Code. These wires shall be encased in oonduit from the source to
the controller or timer.
Etectrical conductors from the controllers or timers to the valves shall be
standard copper UF irrigation control wire conforming to the size and other
requirements of the State ElectriCal Code. Wire sizes shall meet minimum '
requirements of manufacturer of automatlc control vaives instalied.
All aboveground conduit shall be galvanized, rigid steel, etectncal type and all
underground oonduit shall be Schedule 40 PVC electrical type. All conduit shall
conform to the requirements of the State Electrical Code.
V. ELbCTRtCALGONNECTORS
Sootch-Lock connector sealing padc No. 3577 with Type R electrical
oonnectors; or Rain 8ird Pen-Tite wire connectors, No. PT 101 through 104,
or equal.
W. SPRINKLERS
1. C3ENERAL
All spflnkter heads and the working parts shall be cast, precision
machined, non-corrosive and free of buns. The radius, psi, gpm and
capacity of sprinkler heads shall be as called for on the Drawngs.
2. POP-UP SPRAY HEADS
Fuil- or part-circte. The noule shall be comprised of 1 or more orifices
at two radius ranges and shall be adjustable from full on to full off. The
noz=le shall elevate 3 inches or as indicated on the Drawings when in
operation. Retraction shall be achieved by a heavy duty stainless steel
spring. The noule piston shall have a smooth extemal surface operation m a
resilient guide. A riser wiper shall be inciuded m the Sprinkler for
continuous oReration under the presence of sand and other foreign material.
The body of the sprinkler shall be constructed of non-comosive heavy duty
Cyoolac.
A filter screen shall be in the noule piston. All sprinkler parts shall be
removabie through the top of the unit by removal of a threaded cap.
3. FIXED SPRAY SPRINKLERS
The spnnkier shall consist of noule and body. The noules shall be a
adjustable by means of a stainless steel screw. Nozzle delrvery at
maximum ffow shall be such as to allow part circle pattems to be
compatible in precipitation rates with full circle nozzles.
The body of the sprinkler shall be constructed of non-coROSive heavy
duty Cycolac. A 2" long cone strainer shall be a separate part with the nozzle
assembly to ailow for easy flushing of the sprinkler. Maximum working
pressure at the base of the sprinkler shall be 50 psi. The sprinkier base
shall have 1/2" IPS female threads and shall be approximately 1-1/4" high.
aae8a-7
4. gu~~~ HEAD
The sprinkler shall be construc#ed of non-corrosire heavy duty Cycalac.
Fiaw shafl be adjustabte by m+eans af a stainless steel throttte screw an top of
the unit. A serviceable screen shall atso be included to prevent foreign
materiai #rom errtering sprinkler.
5. RLASTIC GEAR DFilVEht MEAD
The sprinlcler shafl be available In fu11 and part crrcfe. The par# cirde
sprinkler arc shalE be adjustable In 1-degree increments from 45 degrees
ta 315 degrees. Rotation shall be accomplished by a sealed oit packed
gear assembfy Wated frorn the water supply.
The sirtgle nozzle shall Qop up 2 inches when watering and have a heavy
duty starntess s#eel spring far retraction. Noszles shall be sealed In the
down position to prevent entry of foreign material. Part circte noz=les sha►It
k:e adjustable dawn fia a 2 inc.h radius accessibte from the top of the
- - sprinkler,
The body of the sprinkler shall be ,construc#ed af non-wrroshre hearvy duty
Cycalac. The spdnkleE shail be equipped with a basket screen and all parts af
the sprinkler shalE be removabfe through the tap of the sprinkler case,
hllaximum workirtg ptessure 2tt 1he base oE the sprinkler sh2tll be 75 psi.
S#.EEVES
Schedule 40 PVC. Class 240 P'VC.
7. OPEF#ATZOlV AJVD MA1lVTF3VANCE MAh1UAL5
Pmvitle manufacttirees catalog information and diagrams for the
preParation of aperattng and malntenance manuals. Sind all cataiogue
inforrnatton, as built drawirtgs* and aperating instructions In a suitabse
binder. Furnish three copies af the fnaintenance manuat to the 1..andsc.ape
.
Architect.
PAR7 3 EXECUTION
3.01 GENERW_
Gamponents of the lmgaton sysiern shall be installed as sh4wn and in accordance with
the recommerZda#ions o# the equipment manufacturers. Piping benesth pared areas shafl
hava a mtnimum carrer af 24 iRChes. The drain vafves sha11 be located at the low poirrts
af the indtvidual sprinkter lines.
Construction of the irrigatJan sys#em In areas receiving topsoii shall not comrnerice until
toasflil is spread, campacted, and rougri graded. Trench excavation and backf II shall be
as spec'rffed in Section EXCA11AT1ON, FILL, AND BACKFILLlNG.
3 02 EXGAVATION AND 8ACKFILllNG
o2sso-s
The Contractor shall perform ail excavations required for the instaliation of facilfties to
prosecute his wortc to compietion. Waterlines firom zone control vaives to sprinkler
heads shall be installed at a depth not less than 12 inches. All maun water suppiy lines
and lines to zone control valves and quidc-caupling valves shall be instailed to a depth
not less than 18 inches. Measurements of depth are from top of pipe to finished ground
surface. All excavations shall be held to the narrowest practtcable widths. Excavated
materials not desirabie for backfiiling purposes shall be wasted in a satisfactory
manner.
The bottoms of trenches and other excavations shali be reasonably true to grade and free
from protruding stones, roots, or other matter which would prevent unifocro support
for the facility to be placed thereon. The foundation for plastic pipe shall be of earth
free of sharp gravel or sand for a depth of at least 2 inches betow the pipe and shall be
firmly tamped to provide a solid foundatiOn.
Backfll, to a point 4 inches above plastic pipe, shall be of earth, sand or combinations
thereof and free of stones, clods, or other matter. In planting areas the upper portion of
the backfill shali be topsoil, depth as specified in Sectlon 02990 Plandng. All backfill
shall be placed in layers not exceedtng 6 inches and each layer shall be thoroughly and
carefully compacted. 6ackfllling shall be brought to flnished grade and all disturbed
areas shali be smoothed up and made clean and free of excess materials and debris.
If sufficient acceptable backfiil material is not available from required excavations, the
deficiency shall be made up by the Contracior with accepiable matenai from a source _
on-site as directed by the Owners representative.
Setttement of backfill shall be c,oRected as required durmg the life of the Contract.
Final acceptance of the p►oject will not be made until all settlement problems have been
corrected.
Where pipelines are to run under curbs, walks. pavements. and other such
improvements, the lines shall be installed inside sleeves.
Maintain a 2-inch minimum horizontal clearance between irrigation lines in same
trench, a 2-jnch minimum vertical clearance between pipes which cross over one
another. No irrigation lines shall be laid within 12 inches in any direction of other
utilittes.
All pipmg shall be properly graded so that the entire system may be compietety drained.
3.0 3 INSTALLATiON OF P1PE. VALVES, AND FITTINGS
k GALVANIZED STEEL PIPE
The threads of galvanized steei pipe, risers, and fittings shall be dean cut and the °
ends of pipe shall be reamed and made free of burrs and rough edges. Pipe
connecttons shall be made with compounds approved fcr use with potabls water
system. Pipe compound shail be used sparingly on male threads only.
B. PLASTIC PIPE
Unthreaded plastic pipe and piastic fittings shall be joined by solvent cementing.
Threaded joints shall be made with Tefton tape or Teflon spray. Only strap
wrenches shall be used for tightening threaded plastic joints and care shall be
02880-9
taken not to overdghten these fittings. Solvent cementing of PVC pipe shall be
performed in accordance with manufacturer's recommendaiions.
As pipe is laid in the bottom of the trench, snake it from one side of the trench to
the other to provide as much slack as possible for later contraction. Before
badcfllling, a pressure test shall be made to assure that there are no leaks in the
Ilne. If a leak Is discovered, the defectlve joint shall be sawed out and replaced by
splicing in a new section. Pipe joints shall not be subjected to hydrostatic
pressure for 48 hours after being made. Piastic waterlines shall be filled with
water during backfilling. Badcfilling shall not be perfornned when the pipe is hot
due to exposure to the sun.
~ VALVES AND VALVE 60XES
Ail va`ves with handles shall be set at sufficient depth to provide clearance between
the top of handle and the cover or cap of the box or sleeve in which they are placed
when the vaive is in fully open position and the cover or cap is closed. All valves
shall be inatailed with a union. In lawn areas, protective valve boxes and sleeves
shall be set to bring the covers or caps thereof flush with the flnished ground
surface. In shrub areas, they shall be set 2 inches above finished ground. Ali
valve access boxes shali be installed on a suitable base of gravel for proper
foundation of box and easy leveling of box to proper grade and also to provide
proper drainage of the access bcx as shown on Drawings.
D. Z+ONEOONTROLVALVES
Zone oonirol valves shall be grouped together and set next to paved areas where
shown on the Drawings.
E QUICK-COUPi.lNG VALVES
The top of quidc-coupling valves within pfanting beds shaii be 2 inches above the
flnished grade of the planting bed, and 12 inches from the edge of lawns, curbs, and
paved or gravelled areas.
The top of quick•coupling valves within lawn areas shall be flush with the finish
grade. Ailow for lawn sodding and seeding.
F. DRA1N PtTS
Orain pits shall consist of an excavation approximately 3 feet in depth below the
low potnt of line or system drained. Votume of drain pits shall contain a minimum
of 8 cubic feet of rock or gravel. Provide pofyethylene sheet not less than 6-mil
thic~Cness over the installed rodc or gravel to prevent infiltration of fine materials
into the void spaces. Install drain valve in approximate center of drain pit and
provide 2-inch PVC pipe stadc to surface of turf for access to drain vaive handte.
C INSTALLATION OF AUTOMATiC CONTROLLER AND WIRING
Electdc automatic controilers and cabinets shalt be installed in accordance with
the manufacturer's installation jnstructions at the locations indicated on the
Drawings. The controllers and cabinets are to be firmty mounted as indicated on
the Drawings.
02880•10
Conductors may be piaced in the same trench as the water pipe, providing they are
separated by soil in aocordance with the State Code. Minimum depth shall be 15 inches. In all cases, conductors shall lie on a 2-inch cushion of soil free from
rodcs, gravel, or hard lumps, and the backflll around and over the conduciors shall
be of like material. Wiring from controller to each valve shall be done without
splicing where possjbie. Whenever splicing is required, the wlre shall be joined
by connectors and sealed with epoxy type resin. 6undte wiring and wrap with
electrical iape at 5-foot intervals.
Connections of wires to dhe vahres shall be inside the vaive box. The wires shall be
joined together with pressure connectors and then sealed with epoxy type resin.
Wire splices shall be made in valve boxes or junction boxes only. At zone control
valves, conductor may be placed under the protective sieeve with clearance of at
least 3 inches below the sleeve. Meter bases at the power source shall be fumished
and inslalled by the Contractor. Connections to the power source shall conform to
requirements of the company or agency providing the power supply, and their
representative shatl be contacted by the Contractor and notice given prior to
making such connecttons. The wire r,onductor system shall be 24-volt, 60 Hz ac.
The sizes (AWG) of oommon return or ground wires and of oontrol wires shall be
as indlcated on the Drawings, subject to modifications ocxastoned by changes in the
system.
H. ELECTRICAL CONDUIT
Install under all pavement for passage of c;ontrol wiring. 24 mches deep. Solvent
weld joints, make watertight.
I . SPRINKLER HEADS
All sprlnkler heads and quick-coupling valves shall be set perpendicular to
finished grades unless otherwise designated on the Drawings, or otherwise
specified. Sprinkler heads adjacent to existing walls, curbs, and other paved areas
shall be set to grade. Sprinkler heads which are to be insialled in lawn areas
where the turf has not yet been established shall be set 4 inches above ihe proposed
finished grade. Heads installed in this manner will be lowered to grade when the
turf is sufficiently established to allow walking on it without appreciable
destructiOn. Such lowering of heads shail be done by this Contractor as part of the
original Contract at the Contractors sole expense.
Ali heads shall be jnstalled with flexible connections as detailed.
Ail spnnkiers having adjustable pin nozzles, shall have the pins adjusted inio the
stream for proper and adequate distn'bution of the water over the coverage pattem
of the sprinkler at such time as the system is finally completely checked out.
3.04 FLUSHING AND TESTING UNES
Pnor to the installation of valves, all fittings and water lines, including suppiy mains
from the meter or well and laterals to sprinkler heads,, shall be thoroughly flushed free
of dirt, sand, or other foreign matter in the presence of the Landscape Archiiect. A
reflushing shall again be done after the installagon of the vaives and the entire system
shall be tested for watertightness in the presence of the Landscape Architect. Pipe joints
shail not be subjected to hydrostatic pressure after being installed. Each zone shait be
tested to 80 psi pressure. The main line shall be tested to 100 psi pressure. At the time
02880-11
of testing, c:enter loading of the sections of pipe shall be done as necessary to prevent
arching or whipping. Tests and subsequent repairs shall be rnade until the system is
compietely watertight. Trenches shall not be backfilled until all leaks have been
repaired. Testing and repairs shail be at the Contractors sole expense. Lateral lines
from the section control vafves to the sprinkler heads shall be tested under pressurefor
a minimum of 2 hours. The main line shall be tested under pressure for a minimunn of
12 hours.
3.05 AWUS'TING, BALANCING, AND FINAL INSPECTION
As each section or unit of the irigation system is completed, it shall be adjusted and
balanced to provide unifortn caverage and adequate service. The adjusgng and balancing
of each section or unit of the system shall be at the normal water pressure and with fuify
open valves.
As a requlshe to acceptance by the Landscape Architect, at the time of Nnal inspection,
the entire irrigation system shall be in specified operating condition, shaii provide
uniform and effective coverage artd seivice to the areas to be irrigated, and shali provide
for complete drainage of the system.
3.06 0OVERAGE
Sprinkler heads shall be instailed at the locations shown on the Drawings. The Contractor
shall verify the location of all sprinklers in the field with the Landscape Architect.
Variation in arrangement of sprinklers from those shown on the Drawings will be
permitted to miss trees, signs, and other obstacles. If such vanation is made, the
Contractor shall maintain full wetted coverage and receive pnor approval from the
Landscape Architect. All sprinkler heads on a sprinkier line shall be of the same
manufacturer.
3.07 GUAPANTEE
The Contractor shall also guarantee the satisfactory operatlon of the entire system and
the workman9hip and restoration of the area. The entire system shall be guaranteed to
be cornplete and perfect in every detaii for a period of 1 year from the date of its
acceptance and he hereby agrees to repair or replace any such defects accurring within
that year, at the Contractor's sole expense. The Contractor shali be responsibie for
correcting ground settlemenj over any trenches and/or excavation which are a part of
his work for a period of one (1) year.
3 08 RECARD DRAWIIVCS
At the oompletion of the job, ihe Contractor shall provide the Owner with a complete set
of record drawings of the irrigation system.
The Owner will furnish the Contractor with one set of blue-line prints, showing all
sprinkler work required under this Contract, for the puraose of having the Contractor
record on these pnnts of all changes that may be nnade during actual installation of the
system. Immediately upon installation of any piping., valves, wiring, sprinkler heads,
etc., in locations other than shown on the orcginal Drawings, or of sizes other than
indicated, the Contractor shail cleariy indicate such changes on the set of Drawings.
1
02880-12
After flnal, aa:eptance of the completed installation, the Contractor shall be responsible,
4or having complete Drawings prepared showing all such,changes land these shall be r
turned over to the Owner for recording purposes.
,
3.09 TOOLS ~
Two sets of Yspecial wrenches far removal and/or insiallation of each type of sprinkler
head and valve keys,for manual operation of valves shail be ,provided at each automatic '
controlier location.
3.10 MATERIAL STORAGE AND CLEANUP
The Conuactor, shall keep the premises free from nubbish and debris at all times and
shall atrange his material storage, so as not to interfere with the 4wner's operation of,
the job. All unused, material, nubbish, and debris shall be removed from the site.
END OF SECTION
,
~
,
I ,
~ ,
02990-1
SECTI4N 02990
PIJ~NTING
PART 1 GHVERAI.
1.01 900PEOFWoORK
A. Work Included in this Section: Furnish all labor, tools, equipment, matenal,
transportaUon, and perform ail operatlons necessary and tncidental to proper
execudon and compienon of all plandng work In accor+dance with the Drawings and
specifications.
8. Related Work Specifled Eisewhere: Consult all other secbons, with parficular
attention to thase Iisted below; determine the extent and character of related work;
properly ooordinate woric specified herein with that specified elsewhere to produce
a flnished, workmanlike instaHation.
1. Irrigation System • Section 02880
1.02 SAMPLES
Submit dupficate sampies and manufacturers guaranteed anatysis of the following ttems
and such oiher materiais as may be required by the Architect,, and obtain written
approval thereof before beginning fabncatjon or delivery of material to the project site.
Finished work shall match approved sampfes.
A. Fertilizers and Soil Conditioners: Inctuding half a pound (1/2) each ot
sawdust, bark, sand and peatmoss.
B. Mulch: Haif a pound (1/2) each of 11'8 to 1/4" diameter and shredded bark.
C. Seed: Haif a pound (1/2).
D. Erosion Control Matting: 36 inches square.
E. Materials for Tree Guying and Staking: Including one each of wires (12"
long), hose collars, tubing (6" long), cable clamps, tumbuckies and fabric-
reinforced oorded rubber straps.
F. Topsoil: One Cubic Foot.
1.03 VERIFICATION OF DIMENSIONS AND QUANTRIES
All scaled dimensions are approximate. Before proceeding with any work,, carefully
chedc and verify ail dimensions and quantities and immediately rnform the
Landscape Architect of any discrepancy between the Drawings and/or spedfications
and actual oonditjons. No work shall be done in any area where there Is such a
discnepancy until approvai for same has been given by the Landscape Architect.
PART 2 PFODLJC'T5
2.01 MATERIAL,S
A Pt.ANT MATERIALS
02990-2
1. Gluantities: Plant materials shall be fumished in quantities required to
oomplete work as indicated on the Drawings and shail be of species,
klnds, sizes,, etc. specjfled.
2. Nomenclature: Pfant names listed on Drawings confornn to
Standaniized Plant Names established by American Joint Committee on
HoRicultural Nomenclature, exc;ept that for names not covered therein. . ,
the established custom of the nursery trade is foilowed.
B. SUBSTIMIONS
Substitutions will be aliowed only when specified material is proved unavailable
and oniy with approval of the Landscape Architect. Proposals will be considered
for use of nearest equivalent size and variety with equitable adjustment to the
contract price. Contractor shall verify availabillty of all specified plant
materials prior to bidding, and any plant material substitutlon proposals shall be
submitted to the Landscape Architect within thiny days of Notice of Award of the
Bid. Any substitution ptoposals received after thirty days shall be rejected.
G PLANT MATERIAL PROCUREMENT
If required by plant material suppliers, the Landscape Contractor shall make
necessary d+eposits to reserve specified plant material for scheduled planting time.
Landscape Contracior may submit invoice to Owner for reimbursement of deposits.
Landscape Contractor shall submit with bid a list of nurseries identifying where
specific trees and shrubs will be purchased. Landscape Architect retains the nght
to approve or reject nurseries and/or plant materials based on size and quality.
All plant material shall be ordered immediately following award o# contract. "
Landscape Contracior will be responsible for assuring that plants of specified
sizes and qualities mnll be in fact as specified at the time of planting. The
Landscape Contracior shall produce sales receipts for all nursery stock showing
quantities and sizes and certificates of inspection from all Federal, State, and Iccal
authorides as necessary upon the Landscape Architect's request. Landscape
Contractor shail have all plant matenals available for inspection as soon as
possible after contract award.
D. QUAUTY
Plants shall oonform with American Associatton of Nurserymen Siandarcls, ANSI
Z60. 1 , in all ways.
Plants shatl be symmetMCal and typical for variety and species.
Plants shall be nursery-grown under climatic conditions similar to those in the
project area.
Plants shall be sound, healthy, vigorous, free from plant disease, insect pests or
their eggs.
All trees and shrubs shall be container-grown or esiablished "boxed-out" field
grown matenal unless otherwise specified.
Container stocic shall be grown in containers in which delivered for at least 8
• months, but shall not be rootbound. Container plants with cracked or broken balls
Q2990-3
of earth when taken from oontainers may be planted only with speciRed approval of
the Architect.
Plants shall not be pruned prior to delivery except as authorized by the ArchitecL
Protect plants in transit and after delivery to the project site. Plants in broken
containers and pfants wfth braken branches or injured trunks wlll be rejected.
Remove irejected material from the site immediately.
Subsdtutions will be allowed only when specifled material is proved unavaitable
and only with approval of the Architect. Proposals will be considered for use of
nearest equivalent size and variety with equitable adjustment to the conuact price.
All substitutions shail be proposed withln the 30-day period.
E INSPECTION
Right of inspection for approval or rejeciion is reserved at the place of growth
and/or on the project at any time upon deltvery or during the work. Plants sha11
be inspected for size, variety, oondition and defects or injury.
Notify the Architect of the sour+ce of material no later than 30 days after award of
the contract.
Three separate inspections of plarn materiafs shall be at the Owners expense. All
plant materiats requiring inspeciion by the 4wner shall be assembled and available
for inspection.
Any additional required inspeciions caused by failure to assemble the required
materiais or rejectton of plant materials shall be pa,d for by the Contractor.
Provide transponation for the Architect to the place of growth for all inspections
of plant materials.
Certfficates of inspection shall be fumished as may be required by county or state
authorities.
F. DIMENSIONS
Height and spread of specimen plant materiais are specified on the Drawings. Ail
measuremente shall be made with material in a normal position without support of
the branches. Plants specified by container size only shali be equal in size to
similar plants in local retaii nu►senes. .
C GROl~VD00VER Pi.ANTS
Groundvover plants, unless othervvise lndicated on the Drawings, shali be rooted
plants grown in flats.
Rlants shall be full and compact, not "leggyN.
H. SO
1. Mix: 50°1o glade Bluegrass and 50% Delfy 8luegrass. (Spokane area).
02990-4
2. Source: Commercial sod nursery; obtain Architect's approval prior to
delivery to the site.
Sod shall be healthy, field-grown sod, at least 10 months old, free from other
grasses, weeds, insect eggs, diseases, siones and debris.
Sod shall be cut with thickness of 5/8 inch and delivered in rolls 6 ft. long
and 18 inches wgde. Small, irregular or broken pieces of sod will not be
acoeptecl.
3. Delivery: Rolts of sod shall be delivered to the site within 24 hours of
harvesting.
Deliver only as much sod as can be planted on day of delivery.
4. Protection: Handie sod so that it Is adequately protecied at all t+mes
from drying out, exposure of roots to sun, and from other injury.
i . L.AWN SEED
Fumish seed mix specified in onginal seated containers labeled in ac.cordance with
U.S. Depanment of Agricuiture rules and regulations under the Federai Seed Act
bearing guaranteed analysis and gertnination procedures.
Furnish vendor's certified statement of composition, mixture and percentage of
purity, germination and weed seed for each grass seed species required.
1. Fine Lawn: Proportions by weight - 50% glade and 50% Delfy
8luegrass. (Spokane area). Sod may be subsdtuted for fine lawn seed.
2. Rough Lawn: Planted with 500/o Glade Biuegrass, 25% Deify
Bluegrass, and 250/o Annual Rye. (Spokane area).
J HYDROSEED MIXES
Fumish seed mix specified 1n original sealed containers labeled in ac:cordance with
U.S. Department of Agncuiture rules and regulations under the Federal Seed Act
bearing guaranteed analysis and germination procedures.
Furnish vendor's certifled siatement of composition, mixiure and percentage of
purity, germination and weed seed for each grass seed species reqwred.
1. Dryland Erosion Control:
Common Name Percent Min. Min.
by percent percent
aveiqht Q= aermination
Durar Hard Fescue (Certified) 15% 90% 85%
Covar Sheep Fescue (Certified) 15 °/a 9 0% 8 5%
Highcress Crested Wheatgrass(Certified) 15 % 9 0% 8 5°/a
Canada Bluegrass 10 % 9 0% 8 5°/d
Kentucky Bfuegrass 10% 90°Ja 85%
02990-5
White Dutch Clover (inoculated) 5%
Alsike Clover (inoculated) 5 %
2. Wildflower Mix:
Checkerboard Northern Mix at 4-6 Ibs. per acre.
Mecklenberg Sheep Fescue at 20-30 tbs. per acre
K. FERTIUZERS AND SOIL CONDITIUNERS
1. CiNERAL
a Materials Delivery and Storage: Manufactured materials shall be
delivered in original containers with brand and maker's name marked
thereon. Materials in broken containers or showing evidence of damage
will be rejected and must be immediately removed from the site. Odorous
materials shaU not be brought to the site until they are to be used.
b. CerdAcates: Fumish a certiflcate with each delivery of material to the
site in containers, or in bulk. Certificate shall state source, quantity, or
weight, type and analysis and date of delivery. Deliver all certificates to
the Ar+chitect.
L. 901L COiVDtTONERS
1. Ground Fir Barlc: Particie size (dry weight basis).
Sieve Size Percent Passina
6.35 mm (1!4 inch) 9 5-10 0
2.38 mm (No. 8 mesh) 8 0-10 0
500 micron (No. 35. 32 mesh) 0-30
2. Organic Content: Determined by ash analysis. Minimurn 94 percent
based on dry weighL
3. Chemistry: Nitrogen • minimum 0.8 percent of N on dry weight basis.
4. Salinity: Maximum saturation extract conductivity: 3.5 miilimhos per
centirneter @ 25 degrees C.
5. Iron: Minimum 0.08 percent as Fe dry weight basis.
6. Wetability: The air-dry product shail, when applied to a cup or small
beaker of water @ 70 degrees F. in the amount of 1 teaspoon, beoome
completely wet in a period not exceeding 2 minutes. Any weriing agent
added to acxompfish this shall be guaranteed to be nonphytotoxic at rate
used.
7. Peatmoss: A natural residue formed by deoomposition of reeds, sedges,
or mosses from fresh water site, free from lumps, roois, and stones,
atbsorbing at least four times its dry weight of water, organic matter not
less than 90 percent on a dry weight basis. The maximum moisture
content at time of deiivery 65 percent by weight.
02990-6
8. Manure: Shredded, well-rotted, unleached stable or carile manure,
reasonably free from weed seed and refuse, containing no chemicals or
materials harmful to plant life; not tess than 4 months nor more than 2
years oid. Sawdust or shavings shali not exceed 50 percent content of
manure.
9. Sand: Clean, ooarse, ungraded, meeting the requirements of ASTM C
33 for fine aggregate.
10. Dolomite Lime: Kaiser #65.
M. FERTIUZERS
Ail fertilizers and soii conditioners shall be first quality, standard brand,
agricultural products.
1. Controlied Release Fenilizer: 18-10-10-7 (N-P-K) with iron (resin
coated). 18% nitrogen, 10% phosphoric acid. 10°!o potash, 71/6 suiphur.
2. Complete Plant Food: 160/a nitrogen, 16% phosphoric acid, 16%
potash.
3. Pianting Tablets: Tabfets shall consist of compressed urea-
formaldehyde oontairnng added phosphorous and potassium to yietd a
20•10•5 ratio of N-P-K plus 1.4 percent sulphur.
4. Hydroseed Fenilizer for use with Wildflower Mix: ParEx S1ow release
fertilizer. 14•19-19 with IBDU, or approved equal.
5. Hydraseed Fertili=er for use with Erosion Control Mix: Slow release
fenilizer. Nutnents per acre 135N-80P•80K with 95 % of Nitrogen in
slow release form.
6. Herbicide: Simazine pPrincep" as manufactured by Geigy Ca.. Casaron
G-4, "Round-Up" as manufactured by Monsanto Chemical Co., or
approved equals.
N. MISCELLANEOUS MATERIALS
1. Mulch: Coarse ground 1/4-3/4 inch barkchips, fir, pine or hemlock.
2. Gravel: 3/8" crushed gravel.
3. Tree Guys:
Anchors: 2 x 4 x 30 inch pressure-treated fir.
Wires: 12 gauge galvanized wire.
Hose Collars: Fabric reinforced rubber hose; color black.
Turnbuckles: 6 inch open tumbuckie; eye and fittings, 5/16 inch diameter,
4•1/4 inch take-up; gatvanized, weldless, drop-forged steel.
4. Tree Stakes:
' 02990-7
' Stakes: 2 x 2 Qouglas fir uee stakes stained with Olympic Semf-trartsparent
#916.
Wires: 12 sauge galvanized wire.
Hose Collars: Reinforced rubber hose, cotor bladc.
5. Tree Paint: Waterproof, asphalt-base paint with antiseptic properties.
, manufactured for use on°tree wounds.
6. Erosion Control Matting: Heavy weighi jute; 11 x 1 inch square mesh;
color, green.
7. Orainage Rodc: No. 2 gravel, 98 percent passing 1-1/2 tnch sieve, 2
percent passing 3/4 inch sieve.Maximum dry weight: 100 [bs. pet cubic
' foot.
8. Wood Edging: 2 x 4 cedar, or 2 x 4 pressure-treated lumber, staked at
4'-0" on center with 1"x 2"x 16" long w,ood stakes, double-naif ed. All
radiuses and changes in directfon are to be smooth and even. Edging
shall be instalied 1/2" above finished lawn grade.
Cl HYDROSEED MULCH MATERIALS
1. Wood Fiber for Mulching: Fiber produced fromcellulose such as wood
pulp or, similar organic materiai approved by the Architect and shali be
of such character that it wili disperse into a uniform siurry when mixed
with water. The flber shall be ofsuch character that when used in the
appiied mixture an absorptive or porous mat, but not a membrane, wili
result on the surface of the ground. Materials which inhibit gemnination
' or growth shall not be present in the mixture. Color - green.
~ 2. Organic Mulch: Grass mufch pellets, produced from the residue of
grdss leaves, stems, immature grass seeds. Jacklin 'Mulchette°, Organic
Mulchette, or approved equal.
3. Tackifier: J-Tac or approved equal.
P. TOPS4IL
' Friable and representative of iocal productive soil. Acidjty range PH 5-7 and not
tess than 2°/a organic matter.
, PART 3 DCECU110N
3 . 01 SOIL PREPARATION
- A. GRADES
Subgrades for installaiion of topsoil have been establistied under work of Section
0220'0.
4" of topsoii shali be spread in rall areas plus or minus 1". Incorporate soil
amendments as specified and grade as required. Meet the desired elevations next to
all paving (refer to details).
02990-5
Subgrades will be approved by the Architect prior to oommencing soii preparation
work. .
1. Crades: Rough lawn hydroseeded.
Rough Grades will have been established under work of Section 02200.
Topsoil shall be reqwred in all lawn and pianting areas.
• 2. Weed and Debris Removal:
All ground areas to be planted shall be cleaned of ali weeds and debris pnor to
any soil preparation or grading work. Noxious weeds and grasses shall be
removed by the roots wherever they are found at any stage of the work.
Weeds and debris shall be property dtsposed of off the site. Apply herbicide
as necessary to assure weed eradication artd control in all plangng areas in
accordance with manufacturer's printed instructions.
3. Contaminated Soii Removal:
Soil contaminated by chemical herbicides in parking area islands and ptant
areas shall be removed to a depth of 12 inches and reptaced with soil.
Aggregate base roclc in parking area islands and other planting areas adjacent
to paving shall be removed and replaced with soil.
Sojl contaminated by cement, paint, ptaster, or other construction debris
shall be removed and repfaced wjth soii.
Fumish and instaU reptacement soil at no additional cost to the Owner if none
is avaiiable from stockpiles on site.
Obtain the Architect's approvai of repiacement soil prior to installing.
Dispose of removed soil off of the project site.
4. Moisture Content:
Soil shall not be worked when moisture oontent is so great that excessive
compaction will occur, nor when it is so dry that dust wiil form in the air or
that clods will not break readily. Water shall be appiied, if necessary, to
bnng soil to an optimum moisture content for tilling and plantmg.
5. Soil Loosening:
Subgrade in ail planting areas including lawn and groundcover areas shall be
ripped or culOvated to the depths specified below. Water shali be added and
dpping or cultivating shall be continued until the entire specified depth is
loose and friabie.All debris, pavement, concrete and rocks over 1 inch m
diameter shaii be removed to the speclfied depth and shall be removed from
the site.
Siopes 2.5 to 1 and steeper: 4 inches deep.
All other areas to be planted: 6, 8& 12 mches deep.
02990-9
B. INSTALLATtON OF TOPSOIL
No finished grading or instaflation of topsoil shall be done until soil loosening has
been approved by the ArchitecL
1. Moisture Content:
Topsoil shall not be worked when moisture content is so great that excessive
compaction wlil occur, nor when it is so dry that dust vyill form, nor when
clods will not break readily. Water shali be supplied, if necessary, to bring
soii to an opdmum moisture content for Ulling and planting.
2. Areas to Receive Topsoil:
All planting areas contaminated by previous oonstruction.
Tree and shrub hole backfill (see "Special Backfill Mix" for backfilling of
planting holes).
Shrub and groundcaver areas - 6 inches.
Lawn areas - 4 inches.
3. Installation:
Place topsoll and bring to a smooth even grade. Soil shail be thoroughly
water-settled and high and low areas regraded in accordar4ce with "Finished
Grading".
Q 901L OONDR1ONtNG
1. CiENERAL.
After soil preparation andlor topsoiling has been completed and the soii
water•seWed, high and low spots regraded, and ihe rough grade approved by
the Architect, add soil amendments as indicated below and rototill, making
repeated passes with the cultivator to the depth specified untit the
amendments have been thoroughly mixed.
' a Rou9h Grass:
Rototill 60 Ibs. per 10,000 sq. ft. of controlled release fertilizer into the
tOp3"OfS011.
b. Lawn:
Rototill the following into the top 6" of soil at the specified rates per
1.000 sq. ft. of area:
1 bad Peaanoss
6 cu, yds. Ground Fir Bark
6 1bs. Controlled-release fertilizer
oa9sa•10
c. Groundcover Areas:
Rfltotill the fvllawing into the top f" vf soil at the specified rates per
1,004 sq. ft. af area•
fi+cu. yds. Ground Fir Bark
20 lbs. Cantrolled-release fertiltzsr
2. Tree and Shrub P[anttng Hales:
a Plandng Hales:
Locate planting holes per planting plans, bringing any canfiict w,th
underground utiljty lines to the attention of the Architect. Locatrons far
hales shall be staked on the site and the Architect`s approval ihereof
obtained prior to excavating planting hales.
Excavate round hoies to the sizes and depihs indicated on the Drawings,
except where n4ted otherwise.
Qispase of the excavated soil on the site ai the +directran of the Architect.
Scariiy the skies and battom of the holes.
b. Backfilltng:
Backfill the planting hotes with ihe spacial backfiil mix herein specified.
Water•settle backfill tharoughly or oompact by other approved msthod
prior to planting so platnts do not settle,
3. Special 6ackfill Mix far Planting Hales:
a. Materials:
50 percent topsail
25 percent gmund fir bark
25 percent peatmoss
4. Mixing:
Prepate the mix in stackpfles on site; da not mix at each individual planting
hole.
M,x ihocaughly, leaving na fayers af sorl amendments or clods af soil.
Obtain Architec#'s appraval prior to backfilling.
D. FlNISHED GR4DING
W"hen vsreeding, soil preparation, and soi1 condigoning have been completed and sail
has been tharoughly water-set#1ed, all planting areas shafl be smooin gradsd, ready
for ptacement of plant matedafs and for seeding and/or sadding.
02990•11
Grading shail be done when soll is at optimum moisture content of working.
E FlNiSHED GRADES
The Contractor shall make himself familiar with site grading plans and do finished
grading in oonfortnance with said plans and as herein specified.
Finished grades shown on She Gradng Plans are given in feet and decimals of feet.
Siope unfformly between given spot elevations. Planting areas, including lawns.
shall be true to grade within 1 inch when tested in any direction with a 10 ft.
straightedge.
Grades not otherwise indicated shall be uniform levels or stopes between points
where elevaUons are given, or between points established by walks, paving, curbs,
or catch basins. Finish grades shall be smoath, even and on a unifomn plane with
no abrupt changes of surface. Minor adjustments of finish grades shall be made ai
the dlrection of the Architect, if required.
Ap grades shell provide for naturatl run-off of water without low spots or podcets.
Fiow lines shail be accuratety set and shall not be less than 2 percent gradient
wherever possible.
1. Shrub artd Groundoover Areas: Finished grades shali be 1-1/2 inches
below top of adjaccent pavement, headers, curbs or walls uniess
othenwse indicated on The Drawings.
2. Lawn Areas: Flnished grade shall be 3/4 inch belaw top of adjacent
pavement, curbs or headers.
Tops and toes of all stopes shall be rounded to produce a gradual and natural
appearing transition between relativety level areas and slopes.
Coordinate finish grades with chainlink fence installatlon so that bottom of
fence is atways within 2 inches of grade, even at sloping areas.
F. VIIOOD M01MNG EDGES
Edging shall be installed prior to instailatlon of sprinkler heads.
Edging shall be instailed true to Nne and grade as indicated and detailed on the •
Drawings. Headers shall be set flush with adJacent pavfng.
Edging shall be installed as detailed on the Drawings. Curves shall be as detailed.
Stakes shall be a minimum of 16 inches long and longer if required for solid
anchorage.
3.0 2 PLANTING
A. GEVERAL
Oo not install plant materials until all consiruction work has been completed and
irrlgation systems have been installed and tested. Planting areas shall have been
02990-12
graded and prepared as herein specified and shail have been approved by the
Architect.
Do not plant during unfavorable weather.
Soil shall be at an optimum moisture content for planting.
Do not plant in dry soil or muddy soil.
B. WEED CONTROL
Appiy pre-emergence herbicide to all groundoover and rnulched areas in accordance
with the manufacturers reoommended rates. Any plant materials showing loss of
vigor or health due to improper application of the herbicide shall be replaced by
the Contractor.
G, CONTAINER Pi.ANTS
Do not lift or handle container plants by tops, stems, or trunks at any hme.
All plants shall•be sot so that, when settled, the natural grade in the container is 4
inches above the finished grade of lawns and 2 inches above finished grade of other
planting beds.
In lawn areas, taper lawn gradually away from rootball.
a. FertiUzer Tablets: As per manufacturer's recommendations.
All plants shall be planted immediately aher the containers are cut and oontainers
shall be regularly removed from the site so as not to present a hazard to persons
using the area.
Upon compietion of all ptanting operations, and again just prior to final inspection,
all soil between plants shall be lightly cultivated and neatly raked. Basins shall be
left around plants unless otherwise specified or directed by the Architect.
D. GROUNOCAVER PLANTS
Install plants at spacings indicated on the Drawings. -
Plant in staggered rows, evenly spaced.
~
Dig holes large enough to allow for spreading of roots. Place plants so root system
lies free without doubfing.
irm soii around roots to eliminate air poc~cets.
Water thoroughiy after planting, taking care not to cover crowns of plants with wet
silt.
3.0 3 GRASS
A. cEveRAL
02990•13
After the areas have been toosened, condigoned and finish graded as previously
specjfled, they shail be hand-raked to remove all clods, weeds, roots, debris and
roc~cs 1 inch in diameter and larger.
After the areas have been prepared, rto heavy objects except lawn rollers shall be
taken over the areas at any time.
Fina! grades shap be approved by dhe Architect prior to seeding and/or sodding.
B. 90DDEDAFEAS
Moisien sod bed thoroughly.
Lay sod with closely fitting joints, staggering the ends of the strips in alternating
rows. Use sod pieces no smaller than one sq. ft. for plugging gaps.
Do not lay sod on top of the root ball of any trees; leave the root ball bare with the
sod flush to allow drainage away from the rooi crown. At existing trees, leave a 3-
ft. diameter bare area with the sod below the root crown to allow drainage.
Do not tean►e any sod stodcpiled ovemight.
1. Watering: After sod ts taid,, intgate thoroughly so that water penetrates
soil to a depth of 6-8 inches.
When surface of grass has dried, roll to eliminate irregularides and bring al1
sod in oontact wdh the sod bed.
C LAVVNS
1. Seeding: Seed shali be broadcast by approved sowing equipment at the
rate of 10 Ibs. per 1,000 sq. ft. One-half of the seed shali be sown in
one directinn, and the remainder shall be sown at right angles to the first
sowing. The seed shall be oovered to an average depth of 1/4 inch by
means of spike-tooth harrow, cultipacker, or other approved device.
Immediately after seeding, the endre area shall be firmed with a roller not
exceeding 150 ibs. for each foot of rolier width.
2. Protection of seeded areas: Immediately after seeding, the area shail be
protected against Vafflc or other use by erecting barricades, as required,
and placing approved signs at appropriate intervals untii final
acceptance.
3. Seeding: Apply by the Hydromutch method.
4. Hydroseed Mix for Rough l.awns: Mix at the following
rates:
Fiber 1,000 ibs. per acre
Lawn Seed 5 Ibs. per 1~000 sq. ft.
5. Hydrflseeding Erosion Control and Witdflower Areas:
02990-1 a
6. Hydromulch: Mix at the following rates for Erosion Control Areas:
Seed Mix 40 Ibs. per acre
Mulch (°Mulchette") 1,000 lbs. per acre
Mulch (Vllood Fiber) 1,004 lbs. per acre
Fertilizer (nutrients per acre) 135 N-80P-80K
Tackifier (steep siopes only) 40 lbs. per acre as
needed
7. Hydromulch: Mix at the following rates for Wildflower Areas:
Seed Mix:
Chedcerboard Northem Mix 4-6 lbs. per acre.
Mecklenberg Sheep Fescue 20-30 lbs. per acre
Fertilizer: 400 lbs. per acre
Mulch ("Mulchette") 1,000 lbs. per acre
Mulch (Woad F1ber) 1,000 lbs. per acre
Tackifier (steep slopes only) 40 lbs. per acre as
needed
D. MIXING
Prepare slurry by mixing flber, seed and water in the proportions specifiled
herein.
The weights of the various materiais to be used in the slurry shall be
determined from marked weights per sadc and sack count or by weighing on
aPProved scales.
Allaterials shall be loaded into the mixer and mixed in such sequence as to
provide a thoroughly mixed homogeneous slurry. This slurry shall have the
proper consistency to adhere to ihe earth without lumpmg or running.
Mixing tfine of the materials shall not exceed 45 minutes hom the time the
seeds come into contact with the water in the mixer to the complete discharge
of the prepared slurry onto the earth; otherwise, the batch wlil be rejected.
E APPUCATION
Water prepare lawn areas thoroughfy and allow surface to dry off.
Appiy slurry using a method of hydraulic planting approved by the Architect.
Distribution of the slurry shall be uniform throughout.
When conditions are such, by reason of high winds, excessive moisture, or
other factors, thai satisfactory resulis are not likely to be obtained, the work
shall be stopped. The work shall be resumed only when conditions are
favorable again.
Reseed at 10-day intervals any areas that do not take root and grow until a
stand of grass acceptable to the Archite:.t is estabiished.
Watering shall be started immediaiely. Water shall be appiied to the seeded
area at a rate suffiaent to ensure thorough wetting of the soil 4o a depth of at
least 3 lnches. Watering operations shall be properly supervised to prevent
. y , .r •y .
i
02990-15
run-off. The Contractor shall suppty all pumps, hoses, pipelines, and
sprinkling equipment. All areas damaged by the Contractoes watering
operations shall be repaired at no cost to the Owner.
' F. MULCHtNG
Install a,2 inch deep muich over all planting areas except where lawn areas
occur. -
~
Ca PRO T6C110N
Protect all planted areas and plants against trespassing and damage at all
times. If any piants are damaged, treat or replace as directed by the
Architect, without addiUonal oost tq the Owner.
Do not execute worlc in or over prepared piant areas or adjacent to planting
without proper safeguards and protectfon.
3.04 TREE STAKING
A. sooPE
Qouble stake all deciduous trees 6 ft. and taller. Single stake all trees less than 6
it. tail except where otherwise noted on the plans and detaits.
B. iNSTALLATION
Set stakes plumb.
Securety te trunks to stakes as detatled.
. C TREEGUYING`
~ 1. General
Guy all 5 ft. + conifer and 3 inch caliper and larger specimen, deciduous
trees. Quy as detailed in oonifer tree planting detaii.
2. Installation Neatiy form hose and wire collars to prevent any bare wire chafing against
the tree trunk or branches.
Connect to 2 x 4 anchors,,and drive into ground so that top of stake, is flush
with finish i grade.
Use tumbuckles for tension adjustment on trees over 12 ft. tall.
Do =t, leave sharpr wire ends protruding.
Install potyethylene marker tubmgon all guy wires.
3.05 GENERALCLFAN- UP
02990-1s
Rernove all cans, surplus materials and other debris from site. Neatly dress and finish
all pianting areas. Fiush walks, paved areas and the Ijke clean to the satisfaction of the
Arch itect.
Rinse foliage of all plant matenals within the construction area as often as necessary to
keep the foliage free of dust from work of this oontract.
3.06 ESTABUSHING MAINRENANCE PEAIOD
As soon as all plant;ng is completed, a planting review and preliminary inspection to
determine the conditton of the planting wtll be held by the Architect upon request of the
Contractor.
Upon appraval of the work by the Architect,, the 60-day maintenance penod shall begin.
3.07 MAlNTENANCE
Continuously maintain all planting in areas inciuded in the coniract from the beginnmg
of contract work, during the progress of work, and for a period of 60 days after
completion of ali work and acceptance of all contract work by the Architect,
A. sooPE
1. New plantings.
Continuous operations of watering, weeding, cultivating, mowing, trimming,
edging, rolling,, fertilizing, spraying, insect, pesi, fungus and redent control,
and any other operattons to assure good nortnal growth.
2. Fertilizing
In addition to fertilizing of trees, shrubs, groundcovers, and lawns herein
specified, furnish and apply any additional fertilizers necessary to maintain
piantings in a healthy, green, vigorous growing condition during the
maintenance period.
3. Mowing•
Schedule:
a Winter. Mow grass to 1-1/2 inches when it reaches a height of 2-1/2
inches.
b. Other Seasons: Mow grass to 2-1/2 inches when it reaches a height
of 3-1/2 inches.
c. Weeding, Cultivating and Cleanup:
d Planiing areas shall be kept neat and free from debris at all times and
sha11 be cultivated and weeded at not more than 10-day intervals.
4. Insect, Pest and Disease Control:
insects and diseases shall be oontrolled by the use of approved insectiades and
fungicides.
02990-17
Moles, gophers and other rodents shall be controlled by traps, approved
pellets inserted by probe gun or other approved means.
5. Pruning:
Prune new trees and shrubs only at the direction of the Architect.
Shape branching structure and thin out fofiage.
Do not remove lower branches from !ow branching or multi•trunk trees
unless dtrected to do so by the Architeci.
6. Protection:
Work under this section shall inctude complete responsibility for
maintaining adequate protection for all areas. Any damaged areas shali be
repaired at no additional expense to the Owner.
7. Replacements:
i
ImmecHately replace any plant materials that die or are damaged. Lawns that
do not properiy gertnlnate or grow shall be reseeded or resodded as specified.
Reptacements shall be made to the specfficaiions as required for original
plantings.
Condition of Piantings at the End of the Maintenance Period:
All piant materiais shall be live, heaithy. undamaged and free from
infestations.
All lawn, and rough lawn areas shall be completely covered at the time of
final acceptance, and lawns shall be free of all weeds (broadleaf and grass
weeds).
Rough lawns shall be completefy covened at the time of final acceptance. Bare
spots of 6 sq. in. shall be acxeptable but not more than 6 sq. in.
Groundoover, shnub areas, end other planting areas shall be free of all weeds
(broadleaf and grass weeds).
Piantings that do not confonn to specifications shail be replaced and brought
to a satisfaciory condition before finai acceptance of the work can be made.
3.08 GUARANTEE
All trees, shrubs, grouncovers and oiher plant matenals shall be guaranteed to take root
and grow, and thrive for a period of one (1) year after final acxeptance of the worlc.
Any trees or other plant materials that die badc and lose the form and size originally
specifled, shall tse replaced, even though they have taken root and are growing after the
die-back.
02i990-18
Within 15 days of written notifcation, by the Owner, remove and repiace Jall guaranteed plant maierlals, which, for any reason, fail to meet requirements of guarantee. Replacements shall be made to same specifications required for onginal ,materiais and
shall carry the same guarantee from the gme they are replaced.
END OF SECTION
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SECTION 030I0
CONCRETE WORK
PART 1 GENERAL
1.01 QUALITY ASSURANCE
A. Codes and Standards: Comply with provisions of following codes, specifi-
cations and standards, except where more stringent requirements are shown
or speci fi ed :
1. ACI 301 "Specifications for Structurai Concrete for 9ui1d1ngs".
2. ACI 315 "Manual of Standard P ractice for Qetailing Concrete
Structures".
3. ACI 318 "Bui 1 di ng Code Requi rements for Rei nforced Concrete".
4. Contrete Reinforcing Steel Institute, "Manual of Standard Practice".
6. Concrete Testing Service: Awner will employ a separate testing laboratory
to perform materi al eval uati on tests of contrete del i vered to the site.
Tests, not speciflcally indicated to be done at Owner's expense tncluding
retesti ng of rejected materi ai s and i nstal i ed work, shal 1 be done at Con-
tractor's expense. See Section 01400.
1.02 SU6MITTALS
A. Shop Orawi nqs : Submi t shop drawi ngs for fabri cation, bendi ng, and pl ace-
ment of concrete reinfarcement. Comply with ACI 315 for detailing.
6. Laboratory Test Reports: Submit laboratory test reports for concrete mat-
eri al s and mi x desi gn test as speci fi ed.
C. Material Certificates: Materials certificates, signed by concrete pro-
ducer and Contractor, may be provi ded i n 1 i eu of materi al s 1 aboratory test
reports when permitted by Architect.
PART 2 PRODUCTS
2.01 FORM MATERIALS
A. Form Pane1 s: Smooth panel -type materi a1 s, wi th suffi ci ent thi ckness to
withstand pressure of newly-placeri concrete without bow or deflection, and
to provide conti nuous, strai ght, smooth, exposed surfaces.
B. Cyl i ndri cal Col umns and Supports : Paper or fi ber tubes with suffi ci ert
wall thickness to resist loads imposed by wet concrete without rieforma-
ti on.
0301 fl - 2
C. Form Coatings: Gonpaunds that wi 11 not band with, stai n n4r arlrrerse7y
affect concrete surfaces, and wil l not impai r subsequent treatments of
concrete surfaces.
2.02 R~INFORcING MATERYaLs
A. Rei nforcing Bars :A5TM A 615, Grade 60, defarmeci.
B. W~lded Wire Fahric: AST'M A 185, weZded steel wire fabric.
C. Supports for Reinforcement: Provide supports far reinforcement camplying
with CR5I recommendations, including bolsters, chairs, spater and other
devi ces for spaci ng, supporti ng and fasteni ng rei nforci ng bars and wPl ded
wi re fabri c i n pl ace. tlse snap-off ti es which 1 eave ho1 e 1ess than I"
diameter; end vf tie mintmum 1-1/2" inside face af wall.
2.03 C4NCRETE MATERIALS
A. Portland Cenent: ASTM C 150, Type I. Use one brand of cement throtighaut
project, unless otherwise aceeptahle to Architect.
B. Norma1 Weight Aggregates: ASTM C 33, except local aggregate af praven
durability may be used when acceptable to Architect. Pravide aggregate
from a single seurte for expased cancrete.
C. Water; Potabl e
D. Ai r-Entrai ni ng Admixture: ASTM C 260
E. Water-Reduci ng Admixtures : ASTM C 494, type testeci and accepted i n accep-
ted mixdesi gns. Ca1 ci um chl ori de not permi tted .
2.04 ACCESSl3RY MATERIALS
A. Non-shri nk Growt: Factory pre-mi xed nan-metal lic grout, CRD-C 621. i
■
B. Chemi cal Nardener : C8l0rleSS aqueous so1 uti on contairti ttg a b1 end of rnag-
nesf um fl uosi1icate and zi nc fl uosi1icate combi ned with a wetting agent,
cont aini ng nat 1 ess than 2 1 bs of f 1 uosi 1 cates per gal ; Sonnebvrn,
1 apidalith or equal.
C. Moi sture-Retaini ng Cover: Waterproof paper, polyethyl ene fi 1 m ar ~
polyethyl ene-coated burl ap.
D. Liquid Membrane-Foming Curing Conpvund: Liquid type rnembrane-forming
curi ng campvUnd conplyi ng with ASTM C 309, Type I, C1 ass A unl pss other
type aeceptable to Architect.
E. Bonding Compound; Polyviny3 acetate, rewettable type.
F. Epvxy Adhesive: 140% solids, two eomponent ma.terial suitable for use on
dry er damp surfaces.
2.05 CQNCRETE MIXES:
I
I
03010 - 3
A. General : Prepare desi gn mi xes for each type and strength of concrete by
either laboratory trial batch or field experience methods as specified in
ACI 301. Submit written reports to Architect of each proposed mix at
1 east 15 days pri or to start af work. po not begi n concrete product i on
until mixes have been reviewed by Architect. Concrete delivery tickets
indicating date, mix designated, slump and water content will be made
available to Architect on request.
B. Normal Weight Concrete: Design mixes to provide the following properties,
as i ndi cated on drawi ngs and schedul es:
1. 4000 psi 28-day compressi ve strength; 560 1 bs. cement per cu yd. mi n-
imum; W/C ratio, 0.44 maximum. See Section n2514, Portlanrl Cement
Pavi ng.
2. 3000 psi 28•day conpressi ve strength; 480 i bs. cement per cu. yd.
mi ni mum; W/C rati o, 0.58 maxf mum.
C. Acijustment to Concrete Mixes: Mix design adjustments may he requested by
Contractor when characteri stics of materi al s, job condi ti ons, weather,
test resui ts, or other ci rcumstances warrant; at no addiLonal cost to the
Owner, and as accepted by Architect. In all cases, modified mixes must
produce minimum design strengths specified.
D. Admixtures: Use admixtures for water-reducing and set control at Contrac-
tor's opti on, i n stri ct conpl i ance wi th manufacti,rer's di recti ons. Use
ai r-entrai ning admi xture i n al l concrete, provi dng 3% to 6% entrai ned ai r
for concrete exposed to freeze/thaw, 2% to 4% for all other concrete.
E. Slump Limits: Proportion and design mixes to result in concrete slump at
point of pl acement of not less than 1" and not more than 4" ; except not
more than 8" for concrete contai ni ng hi gh range water-reduci ng admi xture.
F. Job-Site Mixing: Mix materials for concrete in appropriate drum type batch
machine mixer. For mixers of one cu, yd., or smaller capacity, continue
mixing at least 1-1/2 minutes, but not more than 5 minutes after ingre-
di ents are i n mi xer, before any part of batch i s rel eased. For mi xers of
capaci ty 1 arger than one cu. yd., increase mi ni mum 1-1 /2 mi nutes of mi xi ng
time by 15 seconds for each additional cu. ycl., or fraction thereof. Pro-
vi de batch ti cket for each batch di scharged and used in work, indicati ng
project identi fi cati on name and number, date, mi x type, mix time, quan-
tity, and amount of water introduced.
G. Ready-Mi x Concrete: Compiy with requi rements of ASTM C 94, except addi -
tion of water to the batch will not be permitted. nuring hot weather, or
under conditi ons contri buti ng to rapid setti ng of concrete, a shorter mi x-
i ng time than speci fi ed in ASTM C 94 may be requi red .
PART 3 EXECUTION
3.01 FORMS
03010 - a
A. Ceneral: Design and canstruct for temporary support of vertical and late-
ral loads. C+onstruct fornwork so concrete rnembers and structures are of
correct size, shape, aZ i gnment, el evation and pasition.
B. Provisions far Qther Trades: Pr4vide oAeni ngs to accommvdate work of oth-
er trades. Accurately piace and securely suppart items built iRtv forms.
C. Cleani ng and Ti ghteni ng: Tharoughly clean forms anci adjatent surfaces to
recei ve cancrete. Apply farm rel ease agent or wet forms as requi red.
Retiqhten foms and braci ng duri ng cancrete pl acement as requi reri .
3.02 PLAGING REINFORCEMENfi:
A. Gamply with Goncrete Rei nforci rtg StePl Insti tute's recamriended practi ce
far "Pl aci ng Reinfvrci ng Bars", far detaf 1 s and methods af reinfarcement
pl acement and supports, and as herei n speci fiQd .
B. C1 ean rei nforcement af materz al s whi ch reduce or dest roy bond wi th con-
crete.
C. AccuratEly position, support anrf secure reinf4rcement against displacement
by formwork, constructivn, or concrete placement aperaLions. Set wire
ties so encis are directed away from exposecl concrete surfaces.
a. Install welded wire fabric in as long lengths as practicahle. Lap adjoin-
i ng pi eces at least ane Ful l mesh and lace sp1 iees- wn th wi re. Offset end
laps i n ad jacent widths to prevent cantinuous 1 aps i n either diracti on.
3.03 JOINTS:
A. ConstructiQn J4ints: Lacate and install cQnstructian joints, whith are
aat shown on drawings, so as not to impair strength and appearance of the
structure, as acceptable to Architect.
1. Provic#e keyways at least 1-1I2" deep in construction jaints in walls
and sl ahs; accepted bul kheads clesi gned for this purpose rnay be used
for slabs.
2. P1 aCe constructi vn joi nts perpendi cul ar to the ma1 n rei nfarcement.
Cantinue reinforcement acrvss construction joints.
B. Expansi on Joi nts (EJ Construct expansi vn 3oi nts arhere sl abs meet vert i-
ca1 surfaces, such as column pedestals, fvundation wa11s, grade beams and
elsewhere as indicated.
C. Contrul Joints (CJ); Construct cantrvl jotnts in slabs to form panel s af
patterns as shown. Construct to minlmum 1I4 slab depth, as fallaws:
1. InsPrts : llse anbedded strf ps of rnetal or seal ed waod set into pl astic
concrete and removed after concrete has harderied.
2. Toaled: Forrh in fresh concrete by graoving with cutting tvol; finish
edges with ajai rtter.
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03010 - 5
3. Sawn: Cut joints with power saw in hardened concrete as soon as sur-
face wi 11 not be torn or otherwi se damaged by cutti ng.
4. Grid: Provide CJ grid pattern at 12' maximum on center unless noted
otherwise.
0. Joint sealant material is specified in Division 7 secttons of these speci-
fications.
3.04 CONCKETE PI.ACEMENT:
A. Preplacement Inspection: Inspect and complete formwork lnstallation,
reinforcing steel, and items to be embedded or cast-in. Notify other
crafts to permit installation of their work; cooperate with other trades
in setting such work.
B. General: Comply with ACI 304. Place concrete conLinuously within planned
joints or sections. If a section cannot be placed continuously, provide
construction joints as herein specified. Deposit concrete as nearly as
practicable to its final location to avoid segregation. Where placement
consists of several layers, place each layer while preceding layer is
still plastic to avoid cold joints.
C. Consolidation: Consolidate placed concrete using mechanical vibrating
equipment supplemented by hand-spading, rodding or tamping. Use equipment
and procedures for consolidation of concrete in accordance with ACI recom-
mended practices. Thoroughly work around reinforcement and embedded items
and into farms and corners.
D. 51 abs : Bring sl ab surfaces to correct level wi th strai ghtedge and strike-
off. Use bull floats or darbies to smooth surface, free of humps or
hollows. Oo not disturb slab surfaces prior to beginning finishing opera-
ti ons.
E. Cold Weather Placing: Protect in compliance with ACI 306.
F. Hot Weather Placing: Place in compliance with ACI 305.
3.05 FINISH OF FORMED SURFACES:
A. Rough Form Finlsh: Provide at formed concrete surfaces concealed by other
work, unl ess otherwi se i ndi cated. Repai r tie hol es and defecti ve areas,
remove fins and other projections exceeding 1/4" in height.
B. Smooth Form Finish: Provide at exposed concrete surfaces and surfaces to
be covered wi th a coating or coveri ng materi al appl i ed di rect 1 y to con-
crete. Remove fi ns and projections, repair and patch tie hol es and defec-
tive areas with cement grout, rub surface smooth.
3.06 MOHOLITHIC SLAB FINISHES:
A. Fl oat Fini sh : Apply float ff nish to monol i thi c sl ab surfaces to receive
other finishes and/or where scartch finish nvt required. Begin floating
03010 - 6
when surface water has disappeared or when concrete has stiffened
sufficiently to permit operation of power-driven floats.
B. Trowel Finish: Apply trowel finish after float finish, to monolithic slab
surfaces to be exposed-to-vi ew, and sl ab surfaces to be covered wi th resi -
lient flooring, paint or other thinfilm finish coating system. Consoli-
date concrete surface by f1 nal handtrowel i ng operati on, free of trowel
marks uniform in texture and appearance.
.
C. Non-Slip Broom Finish: Apply non-siip broom finish, after trowel finish,
to exterior concrete platforms, steps and ramps, and elsewhere as indica-
ted. See Section U2514 for defi ni tion of types of fini sh.
0. Chemical-Hardener Finish: Apply liquid chemical-hardener finish to
interior concrete fioors where scheduled, after complete curing and drying
of the concrete surface, in accordance wtth manufacturer's printed
instructions.
3.07 CONCRETE CURING AND PROTECTION:
A. General: Start initial curing as soon as free water has disappeared from
exposed surfaces. Weather permitting, keep continuously moist for not
less than 72 hours. Continue final curing for at least 7 days in
accordance with ACI 301 procedures. Avoid rapid drying at end of final
curi ng period.
B. Curing Formed Surfaces: Cure formed concrete surf aces by moist curing
for full curing period with forms in place and after forms are removed.
C. Curing Unformed Surfaces: Cure unformed surfaces by appl ication of appro-
priate curing compound, except cure concrete surfaces to receive 1iquid
fl oor hardeners or f i ni sh fl oaring or other coati ng by use of moi sture-
retaining cover.
3.08 REMOVAL OF FORMS:
A. Formwork not supporttng weight of concrete, such as sides of beams, walls,
col umns, and si mi 1 ar parts of the worfc, may be removed after cumu 1 ativel y
curing at not less than 50° F for 24 hours after placing concrete, provid-
ed concrete is suffi ci ently hard not to be damaged from form removal oper-
ations, and prvvidiny curing and protection operations are maintained.
3.09 MISCELLANEOUS CONCRETE ITEMS:
A. Filling-In: Fill-tn holes and openings left in concrete structures for
passage of work by other trades, unless otherwfse shown or di rected after
work of other trades i s in pl ace. Mi x, pl ace and cure concrete as herein
specified, to biend with in-place construction. Provide other misce]]an-
eous concrete filling shown or required to canplete work.
03010 - 7
8. Curbs: Provide monolithic finish to interior curbs by stripping forms
whi 1 e concrete is sti 11 green and steel -trowel i ng surfaces to a hard,
dense finish with corners, intersections and terminations slightly
rounded.
C. Steel Pan Stairs: Provide concrete fill fo r steel pan stair treads and
landings and associated items. Cast-in safety inserts and accessories as
shown on drawings. Streed, tamp, and finish concrete surfaces as sche-
duled.
3.10 CONCRETE SURFACF REPAIRS:
A. Patching Defective Areas: Repair and patch defective areas with cement
mortar immediately after removal of forms, when acceptable to Architett.
1. Cut out honeycomb, rock pockets, voids over 1/4" in any dimensions,
and holes ieft by tie rods and bol ts, down to sol id concrete but, in
no case to a depth of less than 1". Make edges of cuts perpendi cul ar
to the concrete surfaces. Thoroughly clean, dampen with water and
brush-coat the area to be patched with specified bonding agent. Place
patchi ng mortar after bondi ng crnnpound has dri ed. Fi n i sh as speci f i ed
fo r formed surf aces .
6. Repair of Formed Surfaces: Remove and replace concrete having defective
surfaces if defects cannot be repaired to satisfaction of Architect.
C. Repai r of Unformed Surfaces: Test unformed surfaces, such as rtonol ithic
slabs, for smoothness and verify surface plane to tolerances not exceeding
1/4" in 10' tested with a 10' straightedge. Test unformed surfaces sloped
Lo drain for trueness of slope, in addition to smoothness, using a tem-
pl ate havi ng required sl ope.
1. Repai r finished unfonned surfaces that contai n defects whi ch affect
durability of concrete. Surface defects, include craaing, cracks in
excess of 0.01" wide or whiCh penetrate to reinforcement or campietely
through non-reinforced sections regardless of width, spalling, pop-
outs, honeycomb, rock pockets, and other objecti onabl e condi tions.
2. Correct low areas in unformed surfaces d.urgng, or immediately after
completion of surface finishing operations by cutting out low areas
and repl ac i ng wi th f resh concrete. F i n i sh repa ired areas to bl end
i nto adjacent concrete. Proprietary patch i ng campounds rnay be used
when acceptable to ArchTtect.
3. Repair methods not specified above may be used, subject to acceptance
of Arch i tect.
3.11 QUALITY CONTROL TESTING DURING CONSTRUCTION
A. The Owner will employ a testing laboratory to perform other tests and to
submi t test reports as speci f i ed i n Sect i on 01400.
03010 - a
B. Sampl i ng and testi ng for qual i ty control du ri ng pl acement of concrete may
inc1 ude the fol l owing, as di rected by the Architect.
1. Sampling Fresh Concrete: ASTM C 172, except modified for slump to
comply wi th ASTM C 940
2. S1 ump: ASTM C 143; one test for each concrPte load at poi nt of di s-
charge; and one test for each set of compressi ve strength test speci -
mens.
3. Ai r Content: ASTM C 173, vol umetric method of lightwei ght or normal
weight concrete; ASTM C 231 pressure for normal weight concrete; one
for each set of compressi ve strength test specimens.
4. Concrete Temperature: Test hourly when ai r teriperature i s 40°F and
bel ow, and when 80°F and anove; and each time a set of compression
test specimens made.
5. Compression Test Specimen: ASTM C 31; one set of 3 standard cylinders
for each compressi ve strength test, unl ess otherwi se di rected. Mold
and store cyllnders for laboratory cured test specimens except when
fi eld cured test specimens are requi rec1. One cyl i nder tested at 7
days; two cyl i nders tested at 28 days; nne cyl i nder retai ned in
reserve for 1 ater testi ng as requi red.
6. Compressi ve StrPngth Tests: ASTM C 39; one set for each 100 cu. yds.
or fracti on thereof, of each concrete cl ass pl aced i n any one day or
for each 5,000 sq.ft. of surface area placed; i specimen tested at 7
days and 2 specimens tested at 28 days.
7. When strength of fi el d-cured cyl i nders i s less than 85% of compani on
laboratory-cured cyl i nders, eval uate current operations and provicie
corrective procedures for protecting and curing the in-place concrete.
8. Strength level of concrete wi 11 be consi dered sati sfactory if averages
of sets of three consecuti ve strength tests resul ts equal or exceed
specified compressive strength, and no individual strength test result
falls below specified conpressive strength by more than 500 psi.
C. Test resul ts wi 11 be reported in wri ti ng to Arch itect and Cont ractor on
same day that tests are made. Reports of canpressive strength tests shal l
contain the project identification name and number, date of concrete
pl acement, name of concrete testi ng servi ce, concrete type and cl ass,
1 ocati on of conrete batch i n structure, desi gn compressi ve strength at 28
days, concrete nn x proporti ons and materi al s; compressi ve breaki ng
strength and type of break for both 7-day tests and 28-day tests.
0. Addi ti onal Tests : The testi ng serv i ce wi 11 make additi onal tests of i n-
place concrete when test results indicate specified concrete strengths and
other characteristics have not been attained in the structures, as ciirec-
ted by Architect. Testing service may conduct tests to determine adequacy
of cnncrete by coreci cyl i nders complying wi th ASTM C 42, or by other
methods as directed. Contractor shall pay for such tests conducted, and
any other additional testing as may be requi red, when unacceptable con-
crete is verified.
END OF SECTION
UNIVERSITY CITY SHOPPING CENTER DIVISION lfi - ELECTRICAL
Parking Expansion GENERAL
Page 1
SECTION = 0 - EL M CAL SPECIFICA710NS
1.01 GENERAI
A. See General Documents which are hereby made a part of this section.
1.02 WORK INCLUDED
A. This work includes, but is not limited to, the furnishing,
delivering, installing, testing and placing into successful
operation the work specified herein and shown on the drawings
including:
l. Relocation of existing electrical equipment, power poles, etc.,
as noted. Removal of existing light poles as noted.
2. New branch circuits, conduit and wiring for new parking lot
lighting standards.
3. Concrete pole bases as detailed.
4. Lighting fixtures and lamps with all accessories as noted.
5. Revisions to and connections to existing pane]boards and
lighting control system.
6. Grounding.
1.03 CODES AND PERMITS
A. Perform all work in accordance with rules and regulations of the
1987 National Electrical Code, the N.B.F.U., State Code electrical
rules and regulations and all local ruies and regulations.
B. Contractor shall furnish and pay for all permits and inspection
fees required. furnish final certificate to Owner showing
compliance with code requirements.
1.04 CONTRACT DRAWINGS
A. Contractor shall verify all dimensions on the job and be
responsible for the proper fit of his work in relation to
architectural and mechanical equipment and features.
B. Electrical drawings are diagrammatic only. Contractor shall run
a11 circuits as required and provide additional conduit and
circuits as needed to complete the installation of all electrical
equipment, devices, lighting, etc.
UNIVERSITY CITY SHOPPING CENTER DIVISION 16 - ELECTRICAL
Parking Expansion GENERAL
Page 2
C. Contractor shall furnish as-built drawings upon completion. A11
work to be by competent mechanics under supervision of competent
foreman. Work and Job shall be kept clean and free from debris.
0. The drawings and specifications are complimentary and what is
called for in either is as binding as if called for in both.
1.05 MATERIALS AND INSTALLATION
A. Ali materials and devices to be new and U.L. approved for the
intended use or as approved.
B. Submit shop drawings or catalog information for:
Lightfng fixtures
Contactors
C. Cutting and Patching: Do all cutting and patching required for
installation of work. Al1 cutting done carefully to prevent damage
to work of other trades and all patching done by mechanics skilled
in trade affected and subject to approval by Architect.
0. The Contractor shall test all wiring and connections for continuity
and grounds, run a"Megger" test if required. Contractor to bear
expense of required testinq. A11 work sha11 be left complete and
ready for use.
E. All wires and cables in doors to be run in EMT. Al1 buried conduit
shall be Schedule 40 PVC. Support all conduit boxes, etc., in
accordance with N.E.C.
1.06 WIRE AND CABLE
A. A complete system of copper conductors shall be installed in the
conduit system. Thermoplastic insulated type THW wire #8 and
larger sha11 be stranded. Type THHN/THWN insulation only on #10 and
#12.
B. All branch wiring shall not be less than #12 AWG.
C. Stranded cable to have compression-type connectors, Thomas & 6etts,
or equal.
D. Use only approved lubricants in pulling wires.
E. Sp]ices shall be made only with solderless connectors, Scotchiax
pre-fnsulated type or approved equal.
UNIYERSITY CITY SHOPPING CENTER DIVISION 16 - ELECTRICAL
Parking Expansion GENERAL
Page 3
1.07 SWITCHIN6
A. Switching for the new parking lot lights shall be through a new 6P-
30A iighting contactor mounted at existing panel M2. Contactor
shall be connected and control1ed from existing time clock/photo
cell control system. Extend controi system as required.
1.08 LIGHTING FIXTURES
A. Fixtures to be installed per manufacturer's recommendations and
N.E.C. and Underwriters' Lab. approved. Fixtures shall be as
indicated on the schedules and shall be complete with concrete
bases, base covers, outlets where indicated and shall be factory
finished as noted. All fixtures shall be complete with iamps.
1.09 PANELS
A. Branch circuit panels are exist9ng. Provide new circuits, and add
breakers as noted on drawings.
1.10 CLEAN-UP
A. The Electrical Contractor sha]1 continually remove debris,
cuttinqs, crates, cartons, etc. created by his work. Such shall be
done at sufficient frequency to eliminate hazard to the public,
other workmen, the building or the Qwner's employees. 8efore
acceptance of the installation, the Electrical Contractor shail
carefully clean cabinets, panels, boxes, wiring devices, cover
plates, etc. to remove dirt, cuttings, paint, plaster, mortar,
concrete, etc. 6lemishes to finished surfaces of apparatus shall
be removed and new finish equal to the original applied.
1.11 GUARANTEE
A. The Electrical Contractor shall guarantee all of his work for a
period of one year from final acceptance and he shall replace any
defective work or materials during this period which, in the
opinion of the Architect, is not due to ordinary wear and tear.
1.12 FINALLY
A. These specifications and the drawings are intended to cover
everything for the completion of the electrical work. Any change
whatsoever will be made only by the Architect's written order.
Contractor shall leave the Job in complete order ready for use.
A11 fixtures and equipment shall be tight, fully and completely
cleaned. Al1 refuse shall be removed.
% V p . 16
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