HomeMy WebLinkAbout95-75 RESOLUTION-r-.RESOL'UTION NO. 9.J IS-
A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO
EXECUTE A CONTRACT WITH ANCHOR CONSTRUCTION COMPANY FOR CON-
STRUCTION OF TWO TENNIS COURTS AT WALKER PARK.
BE IT RESOLVED BY THE BOARD OF DIRECTORS OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
That the Mayor and City Clerk be, and they hereby are,
authorized and directed to execute a contract with Anchor
Construction Company for the construction of two tennis
courts at Walker Park at a maximum contract price of $18,000.
A copy of said contract, marked Exhibit "A", is attached
hereto and made a part hereof.
PASSED AND APPROVED THIS gA DAY OF
APPROVED:�j��
MAYOR
ATTEST:
ITY1PLERK.2
1975.
MEMORANDUM
TO: P. J. Tobin, City Controller
FROM: Sturman Mackey, Budget Officer
SUBJECT: December 15, 1975 invoice from J. E. McClelland,
Consulting Engineers - See attached copy.
DATE: January 28, 1976
Per an Engineering Service Agreement dated October 8, 1975, McClelland
Engineering was to prepare plans, specifications and assist in the
bidding on Walker Park Tennis Courts and Roadway and Parking Lot
at the Youth Center.
Bids were taken on the plans and specs as prepaid by the engineer.
See attached bid tabulation.
No bid was awarded on the Roadway and Parking Lot. It was determined
that the Street Department would do this work using the plans and speci-
fications prepared by McClelland Consulting Engineers. Shortly
after receipt of the invoice from McClelland, referenced above, I
wrote the City Manager a note stating that I felt the engineering
fee for the Roadway and Parking Lot at the Youth Center should be
based on the Street Department estimate or the Street Department's
actual construction cost. The amount would be 61 per cent of
this cost. There should be no inspection fee as the Street Department
will do their own inspection. The Street Superintendent has the
estimate for this job.
A contract was awarded to Anchor Construction Company on December
3, 1975, for the Walker Park Tennis Courts. The total amount of this
contract,as per letter attached,is not to exceed $16,377.50. The
engineering fee would be 61 per cent of this amount plus the $250.00
fee for field staking as noted on the December 15, 1975 invoice. A
further invoice of 31 per cent for inspection based on $16,377.50
would follow on completion of the tennis court job.
If I may be of further assistance, please contact me.
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Walker Park
Two (2)
Tennis Courts
TOTAL BID
City of Fayetteville
Two (2) Walker Park Tennis Courts
2:00 P.M. October 29, 1975
Jack Burge Anchor
Construction Company Construction Company
$18,358.50 517,367.50
RECOMMENDATION: That the low bid of Anchor Construction Company- be
awarded at the unit prices hid and that the Mayor and
City Clerk be authorized to execute a contract for
construction of two (2) tennis courts under the
Community Development Program for 1975. The 1975
Community Development Budget includes an appropriation
of $18,000 for this work.
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J. E. MCCLELLA,ND CONSULTING ENGINEERS
Civil Engineering Consulting
,SuNita rg and ,Materials Testing
1810 N. COLLEGE AVE. P. O. BOX 1229
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FAYETTEVILLE, ARKANSAS 72701 AREA CODE 501 4434271
STATEMENT
December 15, 1975
TO: City of Fayetteville
Fayetteville, AR 72701
FOR: 75-153 Engineering Services in connection with Youth Center
Parking Lot and Roadway, and Walker Park Tennis Courts
Base bid by Anchor Construction Company $43,807.50
Engineering Fee, Design Phase: 6Y% of Construction Cost
.065 x 43,807.50 $2,847.49
Field staking parking lot,
roadway, drainage pipe and inlets . . 250.,00
TOTAL . . . . . $3,097.49
WHEN REMITTING, PLEASE RETURN ENCLOSED COPY
OF STATEMENT FOR PROPER CREDIT TO YOUR ACCOUNT.
THANK YOU.
Al
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page 11.01
AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT, made the fL_jj day of r,n-ioi„r , 197j , by and
between McClelland Consulting Engineers, Inc., 1810 North College Avenue,
Fayetteville, Arkansas, hereinafter called the ENGINEER, and the City
of Fayetteville, Fayetteville, Arkansas, hereinafter called the OWNER,
WITNESSETH, that the ENGINEER and the OWNER, for the considerations herein-
after named, agree as follows:
WHEREAS, the ENGINEER will provide the following services in connection with
parks improvements known as Parks Project Number 4:
1. Provide preliminary investigation and preliminary cost estimates.
2. Assist the OWNER in preparation of application(s) to the proper
Federal Agency --for a grant to facili+:ate funding the Project.
3. Prepare detailed plans and specifications for construction,
including estimates of quantities and construction costs.
4. Provide assistance in obtaining permits and approvals from State
and Federal Agencies, where applicable.
S. Provide assistance to the OWNER in receiving bids for construction,
analyzing same, and in awarding'the contract.
6. Provide observation and consultation during the construction phase
and prepare and submit periodic estimates showing progress of the
work and amounts earned by the contractor.
7. Prepare and process change orders and changes as necessitated
during the construction phase.
8. Cooperate with the Parks and Recreation Department and other
groups having an interest in the Project.
9. Prepare "As -Built" drawings at the conclusion of construction and
furnish the OWNER with two sets for pr:imancnt record.
WWHEREAS, in consideration for services performed the OWNER agrees to pay the
ENGINEER according to the following:
For preliminary work and detailed plans and specifications, payable
after said plans and specifications are complete and approved by all
appropriate agencies: 61% of the construction cost;
For assisting the OWNER through the contract letting and award, for
staking the construction, providing periodic construction observation
and consultation and providing "As -Built" plans at the completion of
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the work: 31% of construction cost, payable in periodic amounts in
proportion to the construction work completed, and
WHEREAS, it is agreed that should re -design of any portion of the project be
required, not the result of actions or omissions by the ENGINEER, the
OWNER will provide additional compensation to the ENGINEER, said
compensation to be negotiated by the parties hereto at the time said
re -design is ordered by the OWNER, and
WHEREAS, in the event additional services, not stipulated herein, are ordered
by the OWNER, compensation for said additional services will be nego-
tiated by the parties hereto, and
WHEREAS, the OWNER reserves the right to reduce or expand the amount of work
to be constructed under this project, and it is agreed that consideration
to be paid to the ENGINEER will be reduced or increased in proportion to
the change ordered in the project.
IN WITNESS WHEREOF, the parties have executed this AGREEMENT on the day,
month and year first mentioned above.
CITY OF FAYETTEVIILE McCLELLAND CONSULTING ENGINEERS
FOR THE OWNER: FOR THE ENGINEER:
/Y / ;tp/On -10r_,
Title:
4Ia o r
ATTEST:
�s ✓%�r �i7 e, VVe,;El eae
City Clerk
Title:'%12:ih,141--
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CONTRACT
STATE OF ARKANSAS
COUNTY OF WASHINGTON
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THIS AGREEMENT made and entered into this 3rd day of
19 75 , by and between the City of Fayetteville, County of
State of Arkansas, Party of the First Part, hereinafter call
and ANCHOR CONSTRUCTION COMPANY, INCORPORATED
of the City of Fayetteville, Arkansas
Party of the Second Part, hereinafter called the Contractor.
A0. 9S- 7,3-
December
s
December ,
Washington,
ed the Owner,
WITNESSETH: That whereas, the Owner has called for bids for two tennis
courts, as set out in these Specifications and approved by the Board of
Directors of the City of Fayetteville, Arkansas, and,
WHEREAS, the Contractor is the best bidder for the work hereinafter set
out, pursuant to the published call for bids under said Plans and
Specifications,
NOW, THEREFORE, the Contractor agrees with the Owner to furnish the
materials and complete the installation of two tennis courts at Walker
Park in the City of Fayetteville Arkansas as described in these speci-
fications, for the unit prices bid in the Proposal, as amended by
letter dated December 1, 1975 from McClelland Consulting Engineers,
Incorporated; all of which becomes and are a part of this Contract,
the total sum not to exceed the budgeted sum of eighteen thousand
dollars ($18,000.00), such sum being the agreed amount upon which bonds
and liabilities are based, and at his own cost and expense furnish all
supplies, labor, machinery, equipment, tools, supervision, bonds, insurance,
and other accessories and services necessary to complete the said con-
struction in accordance with the conditions and prices stated in the
Proposal attached hereto and made a part hereof, and in accordance with
the General and Detailed Specifications, and in accordance with the
Plans, which includes all maps, plats, blue prints and other drawings,
and written or printed explanatory matter thereof.
The Contractor agrees to complete all work pertaining to said tennis
courts 90 calendar days from the date of the execution of the contract.
The Owner agrees to pay the Contractor from funds budgeted in the 1975
Community Development Block Grant Program for the performance of the
contract in accordance with the accepted Proposal therefor, subject
to additions and deductions, as provided in the General and Detailed
Specifications, and to make payment on account thereof as provided
below:
As soon as is practicable after the first of each calendar month, the
Owner will make partial payments, subject to statutory retainages, to
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the Contractor for work performed during the preceding calendar month,
based upon the Engineer's estimate for work accepted by the Owner.
Upon completion of the work and final acceptance by the Owner and En-
gineer, the Engineer shall issue a Final Estimate of work done based
upon the original contract and subsequent changes made and agreed upon,
if any.
Time is hereby expressly declared
and the time of beginning, manner
the work hereunder, shall be, and
to be of the essence of this contract,
of progress and time of completion of
are essential conditions hereof.
The Contractor agrees to commence work as specified in the Detailed
Specifications, and to proceed with the construction of the work and
to prosecute the work within the time specified herein. If the Con-
tractor fails in completing the contract within the time stipulated here-
in, the Contractor agrees to pay the Owner, as liquidated damages the
sum of fifty dollars ($50.00) per day for each calendar day of delay
in completion, said amounts being fixed and agreed upon by and between
the parties hereto. Because of the impracticability and extreme diffi-
culty in fixing and ascertaining the actual damages Owner would in such
event sustain, said amounts are to be presumed by the parties to this
contract to be the amounts of damage Owner would sustain. Said amounts
of liquidated damages shall be deductible from any amount due the Con-
tractor under Final Estimate of said work, after the completion thereof,
and Contractor shall only be entitled to the Final Estimate, less such
amounts of liquidated damage.
If the Contractor be delayed at any time in the progress of work by any
act or neglect of the Owner of of his employees, or by any other Con-
tractor employed by the Owner, or by changes ordered in the work, or by
strikes, lockouts, fire, unusual delay in transportation, unavoidable
casualties or any causes beyond the Contractor's control, or by delay
authorized by the Engineer pending arbitration, or by any cause which
the Engineer shall decide to justify the delay, then the time of comple-
tion shall be extended for such reasonable time as the Engineer may
decide.
No such extension shall be
days before claim therefor
case of a continuing cause
made for delay occurring more than seven
is made in writing to the Engineer. In the
of delay only one claim is necessary.
In the eventthe Contractor abandons the work hereunder or fails, neglects
or refuses to continue the work after ten (10) days written notice,
given Contractor by the Owner or by the Engineer, then the Owner shall
have the option of (1) declaring this contract at an end, in which event,
the Owner shall not be liable to the Contractor for any work, theretofore
performed hereunder, or, (2) requiring the surety hereto, upon ten (10)
days notice, to complete and carry out the contract of Contractor, and in
that event, should the surety fail, neglect or refuse to carry out said
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contract, said Owner may complete the said contract at its own expense,
and maintain an action against the Contractor and the surety hereto for
the actual cost of same, together with any damages or other expense sus-
tained or incurred by Owner in completing this contract less the total
amount provided for hereunder to be paid Contractor, upon the comple-
tion of this contract.
This contract shall be binding upon the heirs, representatives, successors
or assigns of the parties hereto, including the surety.
IN WITNESS WHEREOF, the Owner and Contractor have hereto set their hands
and seals, respectively,
'. / Je AL -C/
Witnesses
ATTEST:
BY:
CONTRA
TOR
CITY OF FAYETTEVILLE, ARKANSAS
r, lJ�/GiAr�J l /.fwd t)
/1",ayor
City Clerk
Titl
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NO Quantity
14
Liimp Sung
WALKER PARK
Item
Top Soil removal
words
cC —
15 320 C.Y. Crushed Limestone Base
(SB -24,
ice. iL Fr';[ �L ,
h
Iv/ores
16 153 tons Asphalt Surface
17
18
19
20
Lump Sum
(words) /av
Fencing, complete
Lump Sum
((ma
words
Unit
Pri ce
Extended
L.S.
dollars L.S.
c'C
/C.Y.
dollars/C. Y. $ -751,..L(24
$ �)-.t /ton
dollars/ton
$ 270.g:a,L.S.
,y j W -dollars L.S.
Surface Sealer and Lines
Tit': - 3'�e JM1i,op.�f� _!_"e..:� rr
(words)
Lump Sum
$ LG fe=�1JL.S.
dollars L.S. $
Net Posts and Center $
Anchors
- Sf)( e`lgs!L a / eV, cam dollars L S. 5
(words) /z
Lump Sum
Practice Board
$
L i 4a_cc
itt"/�4 x[uy al,yi� — dollars L.S. 5
�°�
(worlds)
Sub -Total, Walker Park
oco
$-/73L� a
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MCCLELLAND CONSULTING ENGINEERS INC.
Mr. Don Grimes
City Manager
City of Fayetteville
Fayetteville, Arkansas 72701
Dear Mr. Grimes:
J. E. MCCLELLAND, P.E.
P. ERVAN WIMBERLY, P.E.
VERNON OUANE ROWE
December 1, 1975
RE: Tennis Courts, Walker Park
75-153
Bids were received on October 29, 1975 for the construction of two tennis courts
at Walker Park. Two bids were received, the lower being submitted by Anchor
Construction Company in the amount of $17,367.50. This amount, when added to
the engineering fee, exceeds the amount budgeted by the Parks Committee for the
work. However, by deleting a practice board from the work, we are able to stay
very close to the budget amount as follows:
Total Bid
Less Practice Board
Plus Engineering (10%)
Total Estimated Cost
By carefully controlling the quantities of asphalt
the $18,000 budget.
$17,367.50
990.00
16,377.50
1,637.75
$18,015.25
and SB -2, we can stay within
We recommend that this item, as shown, be placed on agenda for award to Anchor
Construction Company at the next Board Meeting.
JEM:jw
cc: Skip Holland
Dale Clark
1810 N. COLLEGE AVE. P. O. BOX 1220
Very truly yours,
dC
J. E. McClelland, P.
FAYETTEVILLE, ARKANSAS
E.
TELEPHONES 501-449.4271/449.237/
ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND
We, ANCHOR CONSTRUCTION COMPANY
as Principal, hereinafter called Principal, and
MARYLAND CASUALTY COMPANY , as Surety,
hereinafter called Surety, are held and firrly bound unto
CT TY OF FAYFTTEVTT.T.R, ARKANSAS
as Obligee, hereinafter called Owner, the amount of ._SIXTFEN THOUSAND
THRF.F HTINDRFT) SFVFNTY SFVEN ANT) 50/100 D llars ($lb 377 50 ),
for the payment whereof Principal and Surety bind themselves, their heirs,
personal representatives, successors and assigns, jointly and several:,
firmly by these presents.
Principal has by written agreement dated DECEMBER 3, 1975
entered into a contract with Owner for
TENNIS COURTS. ROAD AND PARKING LOT CONSTRUCTION, FAYETTEVILLE,
ARKANSAS
which contract is by reference made a part hereof, and is hereinafter re::er-
red to as the Contract.
The condition of this obligation is such that if the Principal shall
faithfully perform the Contract on his part and shall fully indemnify and
save harmless the Owner from all cost and damage which he may suffer by
reason of failure so to do and shall fully reimburse and repay the Owner
all outlay and expense which the Owner may incur in making good any such
default, and further, that if the Principal shall pay all persons all in-
debtedness for labor or materials furnished or performed under said contract
failing which such persons shall have a direct right of action against the
Principal and Surety jointly and severally under this obligation, subject
to the Owner's priority, then this obligation shall be null and void; other-
wise it shall remain in full force and effect.
No suit, action or proceeding shall be brought on this
State of Arkansas. No suit, action or proceeding shall be
bond except by the Owner after six months from the date
made on the Contract, nor shall any suit, action or proceed
the Owner after two years from the date on which the final
Contract falls due.
bond outside the
brought on this
final payment is
ing be brought by
payment under the
Any alterations which may be made in the terms of the Contract, or in
the work to be done under it, or the giving by the Owner of any extension of
time for the performance of the Contract, or any other forbearance on the
part of either the Owner or the Principal to the other shall not in any way
release the Principal and the Surety or Sureties, or either or any of them,
their heirs, personal representatives, successors or assigns from their lia-
bility hereunder, notice to the Surety or Sureties of any such alteration,
extension or forbearance being hereby waived.
In no event shall the aggregate liability of the Surety exceed the sum
set out herein.
Execute,d,on this 3RD. ___ _._.day of _
THIS BOND IS GIVEN
IN COMPLIANCE WITH
ACT 351 OF 1953 AS
AMENDED
DECEMBER
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1975, --
ANCHOR CONSTRUCTION COMPANY
Principal
Attorney
EAST, JR.
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▪ Know OII Men by these Presents: That MARYLAND CASUALTY COMPANY, o corpora-
tion created by and existing under the lows of the State of Maryland, of Baltimore City, Maryland, in pursuance
of the authority set forth in Section 12 of Article V of its By-laws, from which the following is a true extract, and
Which Section has not been amended nor rescinded:
"The Chairman of the Board or the President or any Vice -President may, by written instrument under
the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies,
recognizances, stipulations undertakings, or other like instruments on behalf of the Corporation,
and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto; and
may with or without cause modify or revoke any such appointment or authority,"
does hereby nominate, constitute and appoint JACK EAST, JACK EAST, JR. , KERRY NEW,
JAMES E. -DANIEL and JUDY FRANKS, each_with full power to act alone,.
.s
CERTIFIED COPY
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of LITTLE ROCK State of ARKANSAS..is Attorneys -in -Fact
• to make, execute, seal, and deliver on its behalf as Surety, and as its act and deed, any and all bonds, recogni-
zances, stipulations, undertakings, and other like instruments.
Such bonds, recognizances, stipulations, undertakings, or other like instruments shall be binding upon said
Company as fully and to all intents and purposes as if such instruments had been duly executed and acknowl-
edged and delivered by the authorized officers of the Company when duly executed by any one of the
aforesaid attorneys in fact.
This instrument supersedes power of attorney granted
Jack East, Jack East, Jr., Knight Cashion, Jon East,
Doris Nell Julian and Kerry New dated May 2, 1974, and
James E. Daniel dated August 27, 1973.
In Witness Whereof, MARYLAND CASUALTY COMPANY has caused these presents to be executed in its
name and on its behalf and its Corporate Seal to be hereunto affixed and attested by its officers thereunto duly
authorized, this 10th day of September , 19 75 , at Baltimore
• City, Maryland.
ATTEST:
(Signed)
(CORPORATE SEAL)
MARYLAND CASUALTY COMPANY
Kathryn B. Young By (Signed) Albert H. Walker
Assistant Secretary. Vice -President.
STATE OF MARYLAND
BALTIMORE CITY
On this 10th day of September , A. 11, 19 75 before the subscriber,
a Notary Public of the State of Maryland, in and for Baltimore City, duly commissioned and qualified, came
Albert H. Walker Vice -President, and. Kathryn B. Young Assistant
Secretary, of MARYLAND CASUALTY COMPANY; to me personally known, and known to be the officers described
in, and who executed the preceding instrument; and they each acknowledged the execution of the same; and,
being by me duly sworn, they severally and each for himself deposed and said that they respectively hold the
offices in said Corporation as indicated, that the Seal affixed.to the preceding instrument is the Corporate Seal of
said Corporation, and that the said Corporate Seal, and their signatures as such officers, were duly affixed and
subscribed to the said instrument pursuant to all due corporate authorization.
IN WITNESS WHEREOF, I hove hereunto set my hand and affixed my Official Seal, at Baltimore City, the
day and year first above written.
(NOTARIAL SEAL)
My commission expires
July 1, 1978
(Signed) Alyce E. Garnett
Notary Public.
CERTIFICATE
I an Assistant Secretary of the Maryland Casualty Company, do hereby.certify that 1. have compared the aforesaid
- ▪ copy of the Power of Attorney with the original now on file among the records of the Home Office of the Company and in
my custody, and that the same is a,full, true and correct 'copy, and`that the Power of Attorney has not been revoked,
t amended or abridged, and is now in full force and effect.
I also certify that the following Resolution was adopted by the Board of Directors of the Maryland Casualty Company
at the regular meeting held in Houston, Texas, on February 2, 1971:
RESOLVED, that the facsimile signature of any officer of the Company and facsimile Corporate Seal may be affixed to any
Power of Attorney or certified copy thereof, authorizing the execution of bonds, recognizances, stipulations, undertakings,
and other like instruments. Such facsimile signatures and Corporate Seal, whenever heretofore or hereafter appearing, shall
be valid and binding upon the Company as though manually affixed. `
Given under my hand as Assistant Secretary, and the Seal of .• the Company, atBaltirnore• City;-M`a-ryland this
3RD day of DECEMBER' ' • --19 - 75
16007 Rev. 10-72
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(Signed)
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BY AN "X" HAS ISSUED The Maryland
1�I
OF INSURANCE NEITHER _ JJl
OR ALTERS THE COV-
THIS IS TO CERTIFY THAT THE COMPANY INDICATED
THE POLICY OR POLICIES LISTED. THIS CERTIFICATE
AFFIRMATIVELY NOR NEGATIVELY AMENDS. EXTENDS
ERAGE AFFORDED BY SUCH POLICY OR POLICIES.
NAME ENO AOORESS OF INSURED
McClinton Brothers Company, A Corporation
Anchor Construction Company
P. 0. Box 1367
Fayetteville, AR 72701
ISSUED AT REQUEST OF
r -
CITY OF FAYETTEVILLE, ARKANSAS (1(%
jftf&t& of IttSuranrP
FAYETTEVILLE, ARKANSAS X 02 MARYLAND CASUALTY COMPANY
L
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0 07 NORTHERN INSURANCE COMPANY OF NEW YORII
0 08 ASSURANCE COMPANY OF AMERICA
TYPE OF INSURANCE
POLICY NUMBER
POLICY PERIOD
LIMITS OF LIABILIIV
WORKMEN'S COMPENSATION AND
STATUTORY WORKMEN'$COMPENSATION
EMPLOYERS' LIABILITY
CR 06500760
2-17-75/76
$ 100 ,000 EMPLOYER'S LIABILITY
GENERAL BODILY MJURV
EACH OCCURRENCE AGGREGATE
LIABILITY
CR 28315358
2-17-75/76
$ 500 ,000$ Nil .000
GENER AL PROPERTY DAMAGE
EACH OCCURRENCE AGGREGATE
,'ABILITY
2-17-75/76
$ 100 ,000 $
100 ,000
SR 28315358
AUTOMOBILE BODILY INJURY
EACH PERSON EACH OCCURRENCE
LIABILITY,SR
28315358
2-17-75/76
$ 250 ,000
$ 500 ,000
AUTOMOBILE PROPERTY DAMAGE
EACH OCCURRENCE
LIABILITYSR
2-17-75/76
$ 100 , 000
28315358
CHECKMATE POLICY (BLANKET
EACH OCCURRENCE AGGREGATE
EXCESS LIABILITY COVERAGE(
$ '000 $ ,000
Such of the following extensions of coverage are In effect as are indicated by ® :
GENERAL LIABILITY
IX COMPREHENSIVE POLICY FORM
0 EXPLOSION AND COLLAPSE HAZARD EXCLUSIONS DELETED
115 UNDERGROUND HAZARD EXCLUSION DELETED
ril BROAD FORM PROPERTY DAMAGE LIABILITY COVERAGE
CONTRACTUAL LIABILITY (AS DEFINED IN POLICY)
0 PRODUCTS AND COMPLETED OPERATIONS COVERAGE
0
AUTOMOBILE LIABILITY
I
IX COMPREHENSIVE POLICY FORM
C§ EMPLOYER'S NON -OWNERSHIP AND HIRED AUTOMOBILE COVERAGE
0
DESCRIPTION AND LOCATION OF OPERATIONS TO WHICH ABOVE POLICIES APPLY:
JOB: Tennis,Courts, Road and Parking Lot Construction,
Fayetteville, Arkansas
IN THE EVENT OF CANCELLATION OF THE INSURANCE THE COMPANY AGREES TO GIVE 10 days
NOTICE TO THE PARTY AT WHOSE REQUEST THIS CERTIFICATE IS ISSUED. EAST, CASHION & F
DATE
12-9-75
Bre
Y
Author
ed Representative
Jack
ast. r.
3499 Rev. 8-73
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BID -OR -PROPOSAL
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CONTRACT DEPARTMENT
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MARYLAND CASUALTY COMPANY
BALTIMORE, MARYLAND
Know all Men by these Presents: That
ANCHOR. ..CONSTRUCTION. .. COMPANY
(hereinafter called the!! PRINCIPAL)and'.the MARYLAND CASUALTY COMPANY, a corporation created and existing under
the laws of the State of Maryland, and whose principal office is located in Baltimore City, Maryland, (hereinafter called the
SURETY) are held and firmly bound unto
C ITY...0F...FAYETTEV.ILLE,...ARKANSAS
(hereinafter called the OBLIGEE)
in the full and just sum of EWE ...PER. ..CENT ...QF..AMOUNT. ..BID Dollars
good and lawful money of the United States of America, to the payment of which said sum of money, well and truly to be
made and done, the said PRINCIPAL binds himself, his heirs, executors, administrators, successors and assigns, and the said
SURETY binds itself, its successors and assigns, jointly and severally, fiimly by these presents.
Signed, sealed and dated this 29th day of Octab.er ;A. D., 19...7.5..
The conditions of this obligation are such, that if any awards made, within sixty (60) days from the date of this
instrument, by said OBLIGEE to the above bounded PRINCIPAL under a public invitation for
TENNIS CQURTS,...ROAD ..AND. ...PARKING ...LOT ...CORSTRUC.TIQN,
EAYR.TTR�IZ.I �.E,...ARKAN.SAS
shall be accepted by said PRINCIPAL and said PRINCIPAL shall enter into a contract for the completion of said work, and
give Bond with the MARYLAND CASUALTY COMPANY, as surety, or with other surety or sureties to be approved by the
OBLIGEE for the faithful performance thereof, then this obligation shall be null and void; otherwise to remain in full force
and effect.
PROVIDED: First:—That the liability of the SURETY shall in no event exceed the penalty of this bond.
Second:—That any suits at law or proceedings in equity brought or to be brought against said SURETY
to recover any claim hereunder, must be instituted within six (6) months from the date of this instrument. ..,
a
12021 Ed. 3-59
• /.
...ANCHOR...CONS.TRUCT.ION...C.OMP.AN.Y [St] ';
.BY.:� L.� r" lSExtC]
- [SEAL]
Principal.
MARYLAND CAS if TY COMP
Jack East, Jr, Atto
pans/ aina
30 NOAV3 NI
30 31 V H38 NO
w
z
0
1
CERTIFIED COPY , , ,
F - -
Know all Men by these Presents: That MARYLAND CASUALTY COMPANY, a corpora-
tion created by and existing under the laws of the State of Maryland, of Baltimore.City, Maryland, in pursuance
of the authority set forth in Section 12 of Article V of its By -lows, from which the following is a true extract, and
which Section has not been amended nor rescinded:
"The Chairman of the Board or the President or any Vice -President may, by written instrument under
the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies,
recognizances, stipulations, undertakings, or other like instruments on behalf of the Corporation,
and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto; and
may with or without cause modify or revoke any such appointment or authority,"
does hereby nominate, constitute and appoint JACK EAST, JACK EAST, JR. , KERRY NEW,
'JAMES E.,DANIEL and JUDY FRANKS, each with full power.to. act alone,
of LITTLE ROCK State of ARKANSAS its Attorneys -in -Fact
to moke, execute, seal, and deliver on its behalf as Surety, and as its act and deed, any and all bonds, recogni-
zances, stipulations, undertakings, and other like nstrum ents.
Such bonds, recognizances, stipulations, undertakings, or other like instruments shall be binding upon said
Company as fully and to all intents and purposes as if such instruments had been duly executed and acknowl•
edged and delivered by the authorized officers of the Company when duly executed by any one of the
aforesaid attorneys in fact.
This instrument supersedes power of attorney granted
Jack East, Jack East, Jr., Knight Cashion, Jon East,
Doris Nell Julian and Kerry New dated May 2, 1974, and
James E. Daniel dated August 27, 1973.
In Witness Whereof, MARYLAND CASUALTY
name and on its behalf and its Corporate Seal to be
authorized, this 10th
City, Maryland.
ATTEST: (CORPORATE SEAL)
(Signed) Kathryn B. Young
STATE OF MARYLAND
BALTIMORE CITY
COMPANY has caused these presents to be executed in its
hereunto affixed and attested by its officers thereunto duly
day of.. September 19..._75, at Baltimore
MARYLAND CASUALTY COMPANY
By (Signed) Albert H. Walker
Assistant Secretary. Vice -President.
On this 10th day of.,.,. September ................... A. D., 19 75, before the subscriber,
a Notary Public of the State of Maryland, in and for Baltimore City, duly commissioned and qualified, came
Albert H. Walker Vice -President, and Kathryn B. Young Assistant
Secretary, of MARYLAND CASUALTY COMPANY, to me personally known, and known to be the officers described
in, and who executed the preceding instrument; and they each acknowledged the execution of the same; and,
being by me duly sworn, they severally and each for himself deposed and said that they respectively hold the
offices in said Corporation as indicated, that the Seal affixed to the preceding instrument is the Corporate Seal of
said Corporation, and that the laid Corporate Seal, and their signatures as such officers, were duly affixed and
subscribed to the said instrument pursuant to all due corporate authorization.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at Baltimore City, the
day and year first above written.
(NOTARIAL SEAL)
My commission expires
July 1, 1978
(Signed).. Alyce E. Garnett
.............................__. Notary Public.
CERTIFICATE
I. an Assistant Secretary of the Maryland Casualty Company, do hereby certify that ; have ompared the aforesaid
copy•of the Power of'Attorney with the original now on file among the records of the Home Office of the Company and in
my custody, and that the same is a full, true and correct copy, and that the Power of Attorney has not been revoked,
amended or abridged, and is now in full force and effect.
I also certify that the following Resolution was adopted by the Board of Directors of the Maryland Casualty Company
at the regular meeting held in Houston, Texas, on February 2, 1971.
RESOLVED, that the facsimile signature of any officer of the Company and facsimile Corporate Seal may be affixed to any
Power of Attorney or certified copy thereof, authorizing the execution of bonds, recognizances, stipulations, undertakings,
and other like instruments. Such tacsimile signatures and Corporate Seal, whenever heretofore or hereafter appearing, shall
be valid and binding upon the Company as though manually affixed.
Given under my hand as Assistant Secretary, and the Seal of the Company, at Baltimore City, Maryland this
29.th day of Octo er
19 75
16007 Rev. 10-72
(Signed)
n,
SPECIFICATIONS
for
TENNIS COURTS, ROAD & PARKING LOT
CONSTRUCTION
CITY OF FAYETTEVILLE,
ARKANSAS
J08 NO. 75-153
September, 1975
McCLELLAND CONSULTING ENGINEERS, INC.
FAYETTEVILLE, ARKANSAS
McCLELLAND CONSULTING ENGINEERS , INC
R
ADDENDUM NO. 1 a
TENNIS COURTS, ROAD AND PARKING LOT CONSTRUCTION
CITY OF FAYETTEVILLE, ARKANSAS
The following changes to the Specifications are hereby effective:
1. Base material for tennis courts at Walker Park
shall be 8" of SB -2, crushed limestone, meeting
the specifications of the Arkansas Highway Depart-
ment. Material shall be laid in not less than two
lifts. Each lift shall be rolled and wetted as
necessary until a density of 95% of maximum den-
sity at optimum moisture content is obtained, said
maximum density being determined in the laboratory
by the Standard Proctor method. Base material shall
be laid to true line and grade as established in the
field.
2. Top soil removed at the Youth Center, for the most
part, will require hauling from the job site. A
small portion will be used to fill behind completed
curb and gutter and to fill in some minor low areas.
The remainder will be disposed of on Harmon Field or,
at the Contractor's discretion; it may be hauled from
the site. Top soil at Walker Park will be wasted on
the site, spread thin and dressed neatly, or the Con-
tractor may haul it from the site. A small amount of
excavation will be required at the Youth Center, as
welt as a small amount of fill. The Contractor will
include this work in his bid for top soil removal.
3. Drainage swales around the tennis courts shall be pro-
vided to positively remove surface water. The Contra -
tor shall include the cost for swales in his bid for
top soil removal.
By signature below, the Contractor acknowledges receipt of this addendum
and understanding of same. The signed addendum shall be submitted with
the Contractor's bid.
Company
McCLELLAND CONSULTING ENGINEERS 1 INC
OCTOBER 15, 1975
ADDENDUM NO. 2
TENNIS COURTS, ROAD AND PARKING LOT CONSTRUCTION
CITY OF FAYETTEVILLE, ARKANSAS
Two signs are required for the roadway and parking area project
at the Fayetteville Youth Center. Details are shown on the
drawings; however, the blank for the bidder's use in pricing
these signs was inadvertently omitted from the Proposal. The
bidder is instructed, hereby, to insert, by hand printing, the
lump sum amount he proposes for the signs, in the space immed-
iately above the total bid for work at the Youth Center. The
total bid, therefore, will include the price bid for signs.
By signature below, the Contractor acknowledges receipt of this addendum and
understanding of same. The signed addendum shall be submitted witn the
Contractor's bid.
Company
By:
Tvtle
TABLE OF CONTENTS
Section
Notice to
Contractors ..........................
I
Instruction
to Bidders ........................II
Proposal
.......................................
III
Contract........................................
IV
Bond............................................
V
General
Provisions .....................General
Provisions
General
Specifications .................Concrete
Curb and
Gutter
.................Roadway
Bituminous
Base and
Surface
.................Pipe
Culverts
Detailed
Specifications... ...................
VIII
CLELLAND CONSULTING ENGINEERS , INC
NOTICE TO CONTRACTORS
Notice is hereby given that the City of Fayetteville, Fayetteville,
Arkansas, will received sealed bids at the Board of Director's Room,
Fayetteville, Arkansas until p.m., on the day of
19 , for the furnishing of all tools and labor,
and the performing of the necessary work to be done in construction of
Tennis Courts, Roadway and Parking Lot at Fayetteville, Arkansas, con-
sisting of:
Top soil removal, 680 c.y. SB-2, 380 tons asphalt,
678 feet curb & gutter, 1,000 sq. ft. concrete side-
walk, catch basins, reinforced concrete pine, fencing
and related items.
The location of the
work is
set out in the Plans
and
Specifications on file
in the office of the
McClelland
Consulting Engineers,
Inc., Fayetteville,
Arkansas. All bids
will be
opened and considered
at
a meeting, to be held
in the office of the
Board
of Directors, City of
Fayetteville,
at
p.m., on the
day of
,
19_,
and at such adjourn
meetings thereafter
as may
be necessary.
All necessary work, materials and every item of construction shall be in
accordance with the plans and specifications as approved by the City of
Fayetteville and the Engineer. Said plans and specifications are on file
in the office of McClelland Consulting Engineers, Inc., Post Office 1229,
1810 North College Avenue, Fayetteville, Arkansas. Conies of the documents
may be had from the offices of the Engineer upon payment of the sum of
twenty-five dollars ($25.00), said payment not being refundable. Pertinent
information and the detailed specifications will be furnished to suppliers
at cost of reproduction.
I
The contractors shall make such inspection and studies of the site of the
work as to thoroughly familiarize themselves with all conditions to be en-
countered.
Each bid must
be accompanied by
a surety bond in
the amount equal
to five
per cent (5%)
of the whole
bid,
said bond to be
issued by a surety
company
licensed to do
business in
the
State of Arkansas,
said bond to be
retained
as liquidated
damages in case successful
bidder
fails, neglects or
refuses
to enter into
the contract
for
the construction
of said works, and
furnish
the necessary
bonds within
ten
(10) days from and
after the date the
award
is made.
The City of Fayetteville reserves the right to reject any and all bids,
and to waive any formalities deemed to be in the best interest of the City.
The attention of all bidders is called to the fact that they must be
licensed under the terms of Act 150 of the 1965 Acts of the Arkansas
Legislature, as amended.
Dated the
day of
CLELLAND CONSULTING
19
Sturman Mackey
Purchasing Officer
City of Fayetteville, Arkansas
EN-GINEERS , It9C -
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I_*.: 'n T:1P"NS TO BIDDERS
1, EXAMINATION OF SITE AND DC.Y;UMENT3. Bidders are advised that the
plans, profiles, specifications and estimates of the Engineer on file
in the office of the official as set out in the "Notice to Contractors,"
shall constitute all of the information which the Owner shall furnish.
No other information given, er rsndings made by the Owner of any official
thereof, prior to the execution of said contract, shall aver become a
part of, or change the contract, plane, profilee, speoit'ications and
estimates, or be binding on the O ner. Bc,t hiddere are required, prior
to submitting any bid, to read carefully the specifications, contract
and bonds, to examine carefully all plans, profiles, and estimates on file
with the official as set out in the "Notice to Contractors," to visit
the site of the work to examine carefully local conditions, to inform
themsely,>s by their independent research and soundings of the difficulties
to be encountered, and to judge for themselves of the arce>sibility of
the work and the quantities and character of the materlile^ to he encountered.
and all. attending circumsta.nc«^ affecting the cost of d.cnrT, the work, and
the time specified for its ccmpl^tionl n.nd to obtain al: infonia:tion
required to make an intelligent bid.
Bidders shall rely exclusively upon their surveys, estimates. investigations,
soundings and other things which are necessary for full and complete
information upon which the bid shall contain a statement that all bids are
made with the full knowledge of the difficulties and conditions that may be
encountered. the kind., quantity and quality of the plann work to be done,
excavation, and materials required, and with full knowledge r.f the plans,
profiles, specifications and esthetes and all provisions of the contract
and bonds. Failure of any bid to contain such a statement may be held to be
sufficient reason for rejecting the bid,
2. APPROXIMATE ESTIMATE OF QUANTITIES. The Engineer's estimate of
quantities, approved by the Owner, and on file in the office of the official
as set out in the "Notice to Contractors," is approximate only, and shall be
the basis for receiving unit price bids for each item, but e -hall not be
considered by the bidders as the actual quantities thrt may be required for
the completion of the proposed work, Such quantities, hossevz^,r, at the unit
price bid for each item, shall determine the ,mount of each bid for come
parison of bids, and detenn.ine thn low riciderr for the ,:`,tp0 e of, awarding
the contract, and will be umed b,, fir 1iv4nr P''•:`m^unt of the
required bonds,
3. FAMILIARITY WITH LAWS, LTC. Th' bidder is 1 t'esnned t.mm k^ familiar with
all state and city ]aws, o.rdinan^es and regulntinns whicl i.n any manner
affect those engaged or empl.aycll in the woe!-, er the ri i ^ri _1s or equipment
used, or in any way affecting tic wwr:c, and =ba11 in ali rc<spects comply
with said 1a+s, ordinances and regulaticns. 110 claim of misunderstanding or
ignorance on the part of the contractor will in any way serve to modify the
provisions of the contract. ;io representations shall be binding unless
embodied in the contract.
a.r IF II ANn FNr. INFFR
3ITSTRUCTIONS TO BIDD?�.RS 1
4, BIDS AND BIDDING FORii5. Bids must be mzde out in ink on bidding forms
included as part of thQsc plans and spsvifications. All bids shall be sealed
and filed as provided in the 'Notice to Centr'a_cter:l." No bidder shall
divulge the information in said sealed bid to a-ny person whosoever, except
those having a partnership or other financial interest with him in said bid,
until after the sealed bids have been opened
Bids which are incomplete, unbalanced, conditional., or obscure, or which
contain additions not called for, erasur^s, alterations or irregularities
of any .kind, or which do not comply with the "In^:tructions to Bidders" may
be rejected ar informal at the option cf the !owner. However, the R,rner
reserves the right to naive technicalities es to changes, alteratir-•r or
revisions and to make the awar•i a n ' ha bent interest of '• Crmor,
All papers bound with or attached to the Proposal forms are necessary parts
thereof, and must not be detached,
A copy of the
plans,
profiles,
specifications, Engineer"s
estimate and
bidding forms
may be
obtained
as provld.ad in the "Notice
to Contractors."
5. UNIT PRICES AND FILLING IN BIDDING FOWMS. ➢adders must state a unit
price for every item of work named in the Engineer's estimate of quantities
of work to be done, approved by the Owner and on file in the office of the
official as sot out in the "Notice to Contractors," Each bidder shall
include in the unit prices named in his bid for the furnishing of all labor,
materials, tools, equipment and apparatus of every description to
construct, erect and finish completely, all tine crorlc as called for in
the specifications or silc-vn in the plan..
The price bid for the items must be stated in figures and in words in
the appropriate blank spaces provided on the bidding forms. Such
figures must be clear and distinctly legible so that no question can arise
as to their intent or meaning. In case of a difference in the written
words and figures in a proposal, the amount stated In the written words and
figures in a proposal, the amount stated in the written words shall govern.
Unit prices bid and totals shown in the proposal shall not include any of
the costs of engineering, advertising, printing, and appraising.
6. PRICES BID TO BEAR RELATIONSHIP TO COST OF WORK" Prices bid on the
various itens in the proposal shall bear a fair relationship to the cost
of the work, to be done, Bids which appear ranbala.nced and deemed not to be
in the best interest of the Owner ray ha rn rr r-1 at the discretion el the
Owner,
7, SIGNATURE ON BIDS. If the bid is made by an indivridttwtl, his name must
be signed by him or his duly authorized agent, nil his post office address
given, If the hid is msde by a firm or pert nrahip, Cite name and post offico
address of each member must be given, and the bid, signed by a member of the
firm or partnership, or a person duly authorized. If the bid is made by a
company or corporation, the company or corporate name and the state under
the laws of which said company or corporation in chartered, and the
INSTRUCTIONS TO BIDDERS 2
,CIFI I Awn FNf6INFF0
'U
business address must be given, and the Md signed by an rfficer cr
agent duly authorized.
Power of attorney, properly certified, for agents, and others to e>i€
bids must be in writing and filed with the Owner,
8. QUALIFICATIONS AND RESPONSIBILITY OF BIDDERS, Each bidder shall furnish
the Owner with satisfactory evidence of his competence to perform the
work contemplated. The Owner reserves the right to reject a bid if the
bidder has not submitted a statement of his qualifications prior to
tM date of the opening of the bids.
Bidden who are filing a bid for the firs -t time with the Owner must;
submit their qualifications prior to the time of the opening of the bids.
In making application to be placed on the qualified list, the bidders will
be required to furnish a statement covering experience on similar work, a
list of machinery. plant, other equipment available for proposed work, and
a statement of financial resources, dated within thirty (30) days prior
to the date of the opening of the bids, The Owner reserves the right to
make such investigations of information submitt'-J. a.:; is deemed necessary,
before a rating is given and to disqualify any ntn^tor from bidding if
deemed in the heat interest of the Owner.
With each financial statement filed with the Owner, as hereinafter
outlined, the bidder shall also submit a statement relating to his
experience in performing construction work similar to that for which he
is offering a proposal, He shall also file with the Omer a statement
relating to tha amount and condition of his equip'm nt as often as may be
required by the Owner. Both the experience and equipment statements
herein referred to shati he subn,%tt^d In a rn"+n�r acceptable to the Owner,
Where required by state laws, the bidders shell be licensed according to
the requirements of such laws. In case contractors are required to be
licensed, they dull note their license number on the outside of their
proposal,
9, BIDDING BONDS: Each bid must be accompanied by a bidder's surety
bond Issued by a company licensed to do business in the State in the sum
of five per cent (5) of the amount of the bid made payable to the Owner
as a guarantee that a contract will be entered into and the required bonds
furnished within the required time, in the of the aw:,rl of a contract,
10, WITHDRAWAL OF BIDS, Permission wiJ.l nct iq ,granted to withdraw or
modify any bid after it has been filed, R°gne-t:. for non -consideration of
bids must be made in writing, addressed to the rrQverning body of the
Owner, and filed with the representatives 'if ttx^ Corner dcrignited to
receive the bids before the expiration of the time JSlait for opening
bids. Aftrr other bids are opened and road, the bid for which
withdrawal in requested will be returned unopene3.
11, DISQUALIFICATION OF BIDDERS. Any one or more of the following causes
may be considered as sufficient for the disqualification of bidders and
the rejection of their bid or bids:
INSITU."'t IONS TO BIDDERS 3
McCLELLANO ENGINEER
Ii
More than one proposal for the c"mo work from an indifldual firn,.
partnership, or corporation under the rZmq or dt fferent n'mes.
Evidence of collusion among b5r ''rs. Participants In such collusion
may receive no recognition as bidders for any future work.
Unbalanced proposals in which the prices for some items are out of
proportion to the prices for other item9.
Failure to submit a unit price for each item of wnrk for which a bid
price is required by the Propotal.
Lack of competency as revealed by the flnanelal :statement, experience,
plant and equipment statements submitted,
lack of responsibility as shorn by past work judged from the standpoint
of workmanship and prngress.
Uncompleted work, which in the judgement of the Owner, might hinder or
prevent the prompt completion of additional vorr; if ^warded,
For being in arrears on existing contract,, in litigation with the
Owner, or having defaulted on a previous contract,
12. CONSIDERATION OF PROPOSALS. After the proposals are opened and
read0 the quantities will be extended and totaled in accordance with the
bid prices of this accepted proposals, and the rpasdlts of the prices will
be made public. Until the final award of the contract, the Owner reserves
the right to reject any or all proposals, to xaive technicalities and
to advertise for near proposals, or to proceed to 'o the work otherwise
when the best interests of the Owner will be promoted thereby.
13, RIGHT TO REJECT BIDS. The Owner reserves the right to reject any
and all bids. All bids are subject to this reservation, and the
Owner reserves to itself the right to dreide which bid shall be deemed
the lowest and best. Due consideration will I-' Sit -n to the reputation,
financial ability, experience and equipment of the bidder.
No bids received in the office of the official as set out in the "Notice
to Contractors" after the time for fi-lir)7, as advertised, will be
considered, However, bids milled from a post office other than that
of the Owner and arriving in the Omer "s post office beforo the time
for receiving of bids and actually deliver'- to the ofi'ic^ designated
to receive the bids, before the hour for eper3rof Ml=, shall be judged
to have been received in time for Blinn or'1 c.hl he con"idered,
14. FORFEITISRE OF BIDDING BOND. The pgrro's or prrecnc, p:xrtnership,
company, firm or corporation to which the eo=rtri';t is awarded shall,
within ten (30) days after such contract is awarded, execute and deliver
the contract as required; such bonds to be executed and approved prior
to the execution of the contract by the Owner. The Owner reserves the
right to grant the Contractor such extension of time in executing the
contract as it deems necessary in the interest of the Owner. Any
applications of Cxtnnel-on of time shall brndn by 4;he Contractor in
111STRIr�•TI01'S TO BIDDERS 4
cCLELLAND ENGINEER
Ii
writing and signed by proper officials. The inclusion of this provision,
whereby extension of time In signing th° ccntn<,t and ett,hmission of bonds
may he granted., in no way oblir-t'Ac t.h' 'nor to act. urn ashy application
unless it sees Lit to do so.
Upon failure of the bidder to execute said bonds and contract within the
specified time after the contract is awarded, the bid by the Contractor
will be considered to have been abandoned and the Owner may ask for new
bids. By reason of the uncertainty of the market prices of materials
and of damages and expenses which the Owner might incur by reason of
said Bidder's failure to execute mild bonds and contracts within said
specified time, the bid bond accompanying the bids *hall be the agreed
amount of damages which the Owner will suffer by reason of such failure
upon the part of the bidder, and shall thereupon immediately be forfeited
to the Owner, The filing of a bid under these instructions shall be
considered as acceptance of this provision.
15, RETURN OF BIDDER'S BOll , Bonds deposited Kith bids will be
returned to the bidders as soon as the contract is award ei, except the
bond of the successful bidder, which r=illbe rehrtif-1, after the ecntract
is executed and the bonds approved, Unless rho Dowser has a good reason
to hold bidding bonds, the bonds of all except the three low bidders will
be returned as soon as the bids have been considered.
16, AWARDING OF CONTRACT, The Owner reserves the right to withhold
the a-vaniln; of a contract a r=�-'nnab-le period of time from the date of
opening bids, said length of t.to er-c29d thirty (in) clay; e:tcopt
with the consent of the b,d3e, . i',r •+.warding of a cone ,^' rrc;a a
successful bid shall give th6 h:'=mss.- io right of action t" :lei^ against.
the Owner upon such contract url-.11 ti:e an shalt have 1. ^n reduced to
writing and duly signed by the contracting parties, 'line letting of a
contract shall not be complete until the contract is duly executed and
the necessary bonds approved,
17. INSURANCE AND BODUDS. The successful bite' will he required to
carry all sa^h workmen's compor.-ztir. , property dames, r^ab'_,c liability
insurance as may be required un3nr rho laws of the >ta'i.
The Contractor shall execute and furnish a bond in the rr.i;.vmt- of one
hundred per cent (100;') of the contract: price conditioned on the faithful
performance of the work covered by the contract gild furth^r conditioned
that the surety under the bond bey liable for tham payment of all materials,
labor, equipment and other items of co"t n , sot. ''i4 ;m'- the prcvisicns
of Act No, 209 or Acts of 1957.
If any bond or insurance contracted for betcme•z unsatisfactory or
unacceptable to the Owner after the ncrep+.anee and approval thereof,
the Contractor shall promptly, upon being notified to that effect,
execute and furnish acceptable bonds and/or insurance in the amounts
herein specified, Upon presentation of acceptable bonds and/or
insurance, the unsatisfactory bonds or insurance may be cancelled at
the discretion of the contractor,
11'STR'JnTIOH s TO BIDDERS _..
rCLELLAND ENGINEER
ii
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' PROPOSAL
' for
TENNIS COURTS, ROADWAY AND PARKING LOT
CITY OF FAYETTEVILLE
FAYETTEVILLE, ARKANSAS
Plans No. 75-153
Dated: September, 1975
To the City of Fayetteville
Fayetteville, Arkansas
Gentlemen:
' The undersigned ,CE,Vcn Cis /sTSCt Md C..n?RN
of - 7K , states
that he hzcarefully examined the plans, profiles, specifications, maps
' and drawings on file in the Office of McClelland Consulting Engineers, Inc.,
Fayetteville, Arkansas, relative to the proposed Tennis Courts, Roadway
and Parking. Lot construction, as set out in the title of this Proposal,
' that he is familiar with the same and understands each and all; has examined
the location and site; that all bids are made with the knowledge of the
difficulties and conditions that may be encountered, the kind, quantity
1 and quality of the plans, work to be done, excavation, equipment and
materials required, and with the full knowledge of the plans, profiles,
specifications and estimates and all provisions of the contract and bonds;
that this Proposal is made without collusion on the part of any person,
firm or corporation, and that he has not divulged the information con-
tained in the Proposal to any person whomsoever, except those having a
1 partnership or other financial interest with him in the Proposal. He
further states that he will enter into a contract to construct said improve-
ments in accordance with the specifications, and have same completed within
I90 calendar days from the date of the execution of the contract for the
unit and lump sum prices set out below.
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SMcCLELLAPJD CONSULTING ENGINEERS , IflC —
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PROPOSAL SCHEDULE
ITEM Unit
NO. Quantity Item Price Extended
1 Lump Sum Top Soil removal $ / gy-v04.S•
�wF� s1 --�r —'"" ----dollars L.S. $_/ "ao
(words)
2 600 ns Crushed limestone base $ j,, /t
(SB-2)
__do] lars ton $ __
(words
3 540 gals. Prime Oil $ , 4o/gal.
___--_/s/gal. /gal . $— �_�o
(w ds
4 226 tons Surfa Asphalt $_ lea /ton
'T_y_ n,r___ dollars/ton $ sf bo
7 (wBr s --_ _—__ _ —_
5 678 ft. Concrete Curb Gutter $_ 3_/ft.
Ells _dollars/ft. $ z_ee
(wddrdds)
6 1,000 sq. ft. Concr to sidewalk 5__/_ y /sq.ft.
oi.__ /4,1 ra fa ---dollars/sq. ft.$_L.&Z,0g0d
woras)
7 5 ea. Grated catch basins S L�,ly�aea.
5c
a�o ds&�--�°. — — liars ea. $ j3a7ao
8 ea. Curb Inlets $ GS ea.
-Jr3-s&.Fa __S -�/___ 7 o dollars e . 8_J9
(wor/ce
dds
9 260 ft. 15" R C Pipe $ 4. po /ft.
A-
______________________________ _dollars/ft. $
words
McCLELLAND CONSULTING ENGINEERS , INC
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1
1
1
1
1
1
I.
1
1
1
1
1
10
120 ft.
12" R C Pipe
S / yaa /ft.
�sr� Thg�``
words
dollars/ft.
11
60 t.
18" R C Pipe
$_(A0 /ft.
----___dol
ars/ft.
wor--
12
Lump Sum
t e Monument
S_pL.5.
^.✓o r
? - _
_dollars L.S.
$
words o
13
Lump Sum
Tree removal
_ .S.
___ —n
'Co
-- _- ---
---dollars L.S.
14 3 Tons trap
�woras
y /CC/I
.2t5-Total,.You?h"Center
$ .Sa.00 /ton
11ars/ton
3 v
o�r.oa Gooa
$
III
CLELLAND CONSULTING ENGUIEERS , INC
WALKER PARK
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ITEM
NO. Ouanti
14 Lump Sum
Item
Top Soil removal
words
Unit
'rice
$l ooL.S.
dollars L.S.
Extended
$ /.t0ovc
15 320 C.Y. Crushed Limestone Base S__"474_/C. Y.
(SB-2
TuiA- r'✓ __dollars/C. Y. $ .jl moons
wor s
16 153 tons Asphalt Surface $ , _/ton
__.7-xiy/ _dollars/ton $
words
17 Lump Sum Fencing, complete
,;g --dollars L.S. $ _3fco�
words
18 Lump Sum Surface Sealer and Lines $mil
^� _r sr177_2 dollars L.S. (,�Joo,
words
19 Lump Sum Net Posts and Center
Anchors
�S'FXd'woard�r��� .��— -- dollars L.S. $
l )
20 Lump Sum Practice Board
—Nf L F/u A ter _
�wors
Sub -Total, Walker Park
TOTAL PROJECT BID
$��oe6 I •C
dollars L.S. $_Ii '-
v a
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LELLAND CONSULTING ENGINEERS , INC
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Enclosed herewith is a bid bond for Ord,
dollars f$ which we agree the
Owner may cash and retain as liquidated damages in the event of our
failure to enter into contract for the work covered by this proposal,
provided the contract is awarded to us within thirty (30) days from the
date fixed for the opening of bids and we fail to execute the required
bonds as called for in the specifications within ten (10) days after
execution of the contract.
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Dated at F na 11,.:r !4!Zi(AdY!+ . this gq
day of Ocr�.3E �Z , 19 5
Respectfully submitted,
By:________
(SEAL, IF CORPORATION)
• (Members of Company if Part-
nership)
McCLELLAND CONSULTING ENGINEERS , INC
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CONTRACT
STATE OF ARKANSAS
COUNTY OF WASHINGTON
THIS AGREEMENT made and entered into this day of
19 , by and between the City of Fayetteville. County of Washington,
State of Arkansas, Party of the First Part, hereinafter called the Owner,
and ___
of the City of
Party of the Second Part, hereinafter called the Contractor.
-rte
WITNESSETH: That Whereas, the Owner has called for bids ford Tennis Courts,
'Roadway--and—Par-Iii-n•g—L-o-t Gons-tr-u•eti•on, as set out in these Specifications
and approved by the Board of Directors of the City of Fayetteville, Arkansas,
and,
WHEREAS,
the
Contractor is
the
best
bidder for
the
work
hereinafter
set
out,
pursuant
to
the published
call
for
bids under
said
Plans
and
Specifications,
WOW, THEREFORE, the Contractor agrees with the Owner to furnish the materials
and complete the installation of: 1 c „ n _- G - r- y4
iY 4 �\
Top soil removal, 680 C.Y. SB-2, 380 tons asphalt,
678 feet curb & gutter. 1,000 sq. ft. concrete
sidewalk, catch basins, reinforced concrete pipe,
renting and related items as shown,on the Plans and
aas described in thtSpeci fiicati6 , fo.rr-thelL(nyt/9?r J— - D 1/
prices bid in the Proposallll of which becomes and
are a part of this Contract, the total sum bein-g
such s m g the agreed amount
upon whiichbonds and liabilities are based,
and at his own cost and expense furnish all supplies, labor, ,Machinery,
equipment, tools, supervision, bonds, insurance, and other accessories
and services necessary to complete the said construction in accordance
with the conditions and prices stated in the Proposal attached hereto
and made a part hereof, and in accordance with the General and Detailed
Specifications, and in accordance with the Plans, which includes all maps,
plats, blue prints and other drawings, and written or printed explanatory
matter thereof.
The Contractor agrees to complete all work pertaining to tennis courts,
--roadway--and- park-ing lot eens-tru-ction 90 calendar days from the date of
the execution of the contract.
IV - 1
CLELLAND CONSULTING ENGINEERS , INC
The Owner agrees to pay the Contractor i-a reii--+mss for the performance
of the contract in accordance with the accepted Proposal therefor, subject
to additions and deductions, as provided in the General and Detailed Spec-
' ifications, and to make payment on account thereof as provided below:
As soon as is practicable after the first of each calendar month, the
Owner will make partial payments, subject to statutory retainages, to the
' Contractor for work performed during the preceding calendar month, based
upon the Engineer's estimate for work accepted by the Owner. Upon com-
pletion of the work and final acceptance by the Owner and Engineer, the
Engineer shall issue a Final Estimate of work done based upon the original
contract and subsequent changes made and agreed upon, if any.
Time is hereby expressly declared to be of the essence of this contract,
and the time of beginning, manner of progress and time of comoletion of the
work hereunder, shall be, and are essential conditions hereof.
The Contractor agrees to commence work as specified in the Detailed Spec-
ifications, and to proceed with the construction of the work and to pro-
secute the work within the time specified herein. If the Cof,uractor fails
in completing the contract within the time stipulated herein, the Contractor
I. agrees to pay the Owner, as liquidated damages the sum of fifty dollars
($50.00) per day for each calendar day of delay in completion, said amounts
being fixed and agreed upon by and between the parties hereto. Because of
the impracticability and extreme difficulty in fixing and ascertaining the
actual damages Owner would in such event sustain, said amounts are to be
presumed by the parties to this contract to be the amounts of damage Owner
would sustain. Said amounts of liquidated damages shall be deductible from
any amount due the Contractor under Final Estimate of said work, after the
• completion thereof, and Contractor shall only be entitled to the Final
Estimate, less such amounts of liquidated damage.
If the Contractor be delayed at any time in the progress of Bork by any
act or neglect of the Owner or of his employees, or by any other Contractor
employed by the Owner, or by changes ordered in the work, or by strikes,
lockouts, fire, unusual delay in transportation, unavoidable casualties or
any causes beyond the Contractor's control, or by delay authorized by the
Engineer pending arbitration, or by any cause which the Engineer shall de-
cide to justify the delay, then the time of completion shall be extended
for such reasonable time as the Engineer may decide.
No such extension shall be made for delay occurring more than seven days
1 before claim therefor is made in writing to the Engineer. In the case
of a continuing cause of delay only one claim is necessary.
In the event the Contractor abandons the work hereunder or fails, neglects
or refuses to continue the work after ten (10) days written notice, given
Contractor by the Owner or by the Engineer, then the Owner shall have the
option of (1) declaring this contract at an end, in which event, the Owner
shall not be liable to the Contractor for any work, theretofore performed
hereunder, or, (2) requiring the surety hereto, upon ten (10) days notice,
' Y IV - 2
—McCLELLAND CONSULTING ENGINEERS ,
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to complete and carry out the contract of Contractor, and in that event,
should the surety fail, neglect or refuse to carry out said contract, said
Owner may complete the said contract at its own expense, and maintain an
action against the Contractor and the surety hereto for the actual cost
of same, together with any damages or other expense sustained or incurred
by Owner any damages or other expense sustained or incurred by Owner in
completing this contract less the total amount provided for hereunder to be
paid Contractor, upon the completion of this contract.
This contract shall he binding upon the heirs, representatives, successors
or assigns of the parties hereto, including the surety.
IN WITNESS WHEREOF, the Owner and Contractor have hereto set their hands
and seals, respectively,
ATTEST:
Witnesses
City Clerk
BY:
CONTRACTOR
CITY OF FAYETTEVILLE, ARKANSAS
Title
IV - 3
CLELLAND CONSULTING ENGINEErS , INC
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ARKANSAS STATUTORY PERFORMANCE AND PAYMENT BOND
II
II
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We, as Principal,
hereinafter called Principal or Contractor, and
, hereinafter called Surety, and held and firmly bound
unto the City of Fayetteville, Fayetteville, Arkansas, as Obligee, herein-
after called Owner, in the amount of _ __
Dollars ($ }, for the
payment whereof Principal and Surety bind themselves, their heirs, personal
representatives, successors and assigns, jointly and severally, firmly by
these presents.
Principal has by written agreement dated
entered into a contract with the Owner for
which contract is by refe
and is hereinafter referred to as the Contract.
rence made a part nereot,
The condition of this obligation is such that if the Principal shall faith-
fully perform the Contract on his part and shall fully indemnify and save
harmless the Owner from all cost and damage which he may suffer by reason
of failure to do so and shall fully reimburse and making gouo any such de-
fault, and, further, that if the Principal shall pay all persons all indebt-
edness for labor or materials furnished or performed under said contract
failing which such persons shall have a direct right of action against the
Principal and Surety jointly and severally under this obligation, subject to
the Owner's priority, then this obligation shall be null and void; otherwise
it shall remain in full force and effect.
Ido suit, action or
State of Arkansas.
bond except by the
made on the Contra(
by the Owner after
under the Contract
proceeding shall be brought on this bond outside the
No suit, action or proceeding shall be brought on this
Owner after six months from the date final payment is
t, nor shall any suit, action or proceeding be brought
two years from the date on which the final payment
falls due.
All alterations which may be made in the terms of the Contract, or in the
work to be done under it, or the giving by the Owner of any extension to
time for the performance of the Contract, or any other forbearance on the
part of either the Owner or the Principal to the other shall not in any way
release the Principal and the Surety or Sureties, or either or any of them,
their heirs, personal representatives, successors or assigns from their
liability hereunder, notice forbearance being hereby waived.
In no event shall the aggregate liability of the Surety exceed the sum set
out herein.
V - I
LELLAND CONSULTING ENGINEERS , INC
This bond is executed pursuant to the terms of Act 209 of 1957 of the
Arkansas Legislature.
Executed on this
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PRINCIPAL
SURETY
V - 2
LELLAND CONSULTIttG ENGINEERS , INC
19
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GENERAL PROVISIONS
SCOPE AND INTENT OF SPECIFICATIONS AND PLANS.
The specifications and plans are intended to supplement but not neces-
sarily duplicate each other, and together constitute one complete set of
specifications and plans, so that any work exhibited in one and not the other,
shall be executed just as it had been set forth in both, in order that the
work shall be completed according to the complete design or designs as
decided and determined by the Engineers. Should anything be omitted from the
specifications and plans which is necessary to a clear understanding of the
work, or should it appear various instructions are in conflict, then the
Contractor shall secure written instructions from the Engineers before pro-
ceeding with the construction affected by such omissions or discrepancies.
It is understood and agreed that the work shall he performed and completed
according to the true spirit, meaning and intent of the contract, specifica-
tions and plans.
FNGTNFFRS.
Engineers shall mean the firm of McCLELLAND CONSULTING ENGINEERS, INC.
who have been employed by the Owner for this work, or their duly authorized
agents, such agents acting severally within the scope of the particular duties
entrusted to them, whose decisions shall, in all cases, be subject to final
approval by the Engineers. In all matters pertaining to the status or amount
of the contract, orders issued by the Engineers and signed by the representa-
tive of the Owner shall be valid.
FIGURED DIMENSIONS.
Figured dimensions, when given in the plans, shall be accurately
followed, even though they differ from scaled measurements. No work shown
on the plans, the dimensions of which are not figured, shall be executed,
until instructions have been obtained from the Engineers as to the dimensions
to be used. Large scale and full size drawings shall be followed in pre-
ference to small scale drawings.
LINES AND GRADES. (See SURVEYS, PERMITS, AND REGULATIONS)
All work done under this contract s
shown on the plans. The Contractor shal
reasonable time in advance, of the times
work, in order that lines and grades may
ments for record and payment may be made
Engineer and of delay to the Contractor.
CONTRACTOR TO FURNISH STAKES AND HELP.
hall be done to the lines and grades
1 keep the Engineer informed, a
and places at which he wishes to do
be furnished and necessary measure -
with minimum of inconvenience to the
The Contractor shall furnish without charge competent men from his force
and such tools, stakes and other materials as the Engineer may require for
the proper staking out of the work, and in making measurements as surveys and
General Provisions - 1
CLELLAND GOtf3ULTltMG EMGMECR5 IFOG---•---
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in establishing temporary or permanent reference marks in connection with said
' work.
WORK DONE WITHOUT LINES AND GRADES.
IAny work done without lines, grades or levels being given by the
Engineer, or done without the supervision of an inspector or other representa-
tive of the Engineer, may be ordered removed and replaced at the Contractor's
cost and expense.
PRESERVATION OF MONUMENTS AND STAKES_
The Contractor shall carefully preserve all monuments, bench marks,
' reference points and stakes, and in case of willful or careless destruction
of the same, he will be charged with the resulting expense of replacement,
and shall be responsible for any mistakes or loss of time that may be caused
t by their unnecessary loss or disturbance. In the event that the stakes and
marks placed by the Engineer are destroyed through carelessness on the part of
the Contractor, and that the destruction of these stakes and marks causes a
' delay in the work, the Contractor shall have no claim for damages or exten-
sions of time. In the case of any permanent monuments or bench marks which
must of necessity be removed or disturbed in the construction of the work,
' the Contractor shall carefully protect and preserve the same until they can
be properly referenced and relocated. The Contractor shall also furnish at
his own expense such materials and assistance as are necessary for the proper
' replacement of monuments or bench marks that have been moved or destroyed.
SANITARY REGULATIONS.
' In general, the operations of the Contractor shall be in full conformity
with all of the rules and regulations of boards and bodies having jurisdiction
' with respect to sanitation. Necessary sanitary provisions for the use of the
laborers on the work, convenient and properly secluded from observation, shall
be erected and maintained by the Contractor in such manner and at such points
as shall be approved. The use of such conveniences shall be strictly enforced
so there will be no trespassing on private property. These places shall be
kept in as good sanitary condition as possible, and the contents shall be
' buried or removed and disposed of according to the best sanitary practices as
often as may he necessary to prevent a nuisance.
WATER.
The Contractor shall furnish, at his own expense, all water required in
connection with the construction of this project. The Contractor shall
furnish all facilities for securing, transporting, and storing the water
required by him. The Contractor shall provide temporary drinking water faci-
' lities for the convenient use of his employees. These facilities shall be in
accordance with the Board of Health requirements and subject to the Engineer's
approval.
WATCHMEN AND FLAGMEN.
' The Contractor shall, at all times from the start of the work to the
completion and acceptance of same, furnish and maintain efficient watchmen to
fully protect the premises, work, materials, tools, workmen, etc., during
' working hours and after working hours.
Ge
neral Provisions - 2
— ._ _______ ____=McCLELLANQ CU%SULTIt14 ENGINEERS , 1 Cr------
PROTECTION_
The Contractor shall provide walks, bridges, fences, barriers, enclosures
lights and signals to fully protect his work and to prevent injury to persons,
property and materials. Foot or vehicle bridges shall be provided by the
Contractor in order to permit the safe passage of foot or vehicular traffic
over excavation in cases where same are necessarily left open for a time
greater than that normally required for the construction work. Bridges shall
be soundly constructed of substantial materials to proper dimensions and made
safe for traffic.
MOVAL OF UTILITIES.
Temporary utilities of all kinds shall be removed promptly after their
use has been discontinued.
STORAGE AND USE OF PREMISES.
Materials shall be stored so as to insure the preservation of their
quality and fitness for the work. When considered necessary, they shall be
placed on wood platforms and covered, or stored in a suitable building as
directed by the Engineer. Stored materials shall be located so as to facili-
tate prompt inspection.
The occupancy of streets and public thoroughfares shall be limited to
areas not ordinarily used to accommodate traffic and other necessary public
uses.
DIVERTING AND BLOCKING TRAFFIC.
The Contractor may close streets to traffic as may be necessary for the
expeditious handling of the work, but only where traffic may be conveniently
routed over other open streets and public ways; provided, however, that no
street or public way shall be closed to traffic for a longer period of time
than is necessary for the construction of the work involved and then only
upon the approval of the Engineer and the City. Proper signs shall be erected
to facilitate the flow of traffic over the detour route. When excavation
work is carried on in any highway right-of-way, the Contractor shall make
provisions for handling and re-routing traffic as required by the Highway
Department. If construction work is delayed beyond a reasonable period of
time, bridges shall be constructed as provided for in PROTECTION, above.
EXPLOSIVES AND BLASTING.
Explosives required for blasting shall be of a suitable and acceptable
character, and the quantity kept on the job and the storage of same shall be
in accordance with the State laws and local ordinances. The magazine or
locker shall be so constructed as to be secure from theft and kept locked at
all times with the key in possession of the Contractor or foreman. No explo-
sives or caps shall be stored in the common tool box or within two hundred
(200) feet of the nearest point of blasting. Proper appliances and equipment
shall be used for thawing frozen dynamite, and this shall not be done within
two hundred (200) feet of work or any occupied building.
All blasting operations shall be conducted with the greatest care and
adequate means shall be taken to prevent damage or injury to property or
General Provisions -
-McCLELLAND CONSULTING ENGINEERS . INC -- -
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persons. When working near dwellings, the Contractor shall provide suitable
covering to prevent the throwing of pieces of rock.
PUMPING.
Contractor shall do all pumping and bailing necessary to keep any exca-
vation free from water and in a safe condition. He shall furnish and operate
all pumps and apparatus necessary.
WATERWAYS.
Present natural and artificial waterways shall be left open to flow
freely. Temporary dams or by-passes shall be provided when found necessary
or ordered by the Engineer.
LOCATIONS OF FACILITIES.
The locations of the proposed pipe lines, valves, fittings, manholes,
etc., as shown on the drawings are for general information only unless
otherwise marked on the drawing. The exact location of each shall be desig-
nated by the Engineer at the time work is started, after giving due considera-
tion to the local conditions. The Engineer shall set stakes accordingly,
and the Contractor shall install the work at the designated locations.
SURVEYS, PERMITS AND REGULATIO
Unless otherwise expressly provided for in the Specifications, the Owner
will furnish to the Contractor all surveys necessary for the execution of the
work.
The Contractor shall procure and pay for all permits, licenses and
approvals necessary for the execution of his contract, except for permits for
construction parallel or crossing highways or railroads or private easements
which will he the responsibility of the Owner.
The Contractor shall comply with all laws, ordinances, rules, orders,
and regulations relating to the performance of the work, the protection of
adjacent property, and the maintenance of passageways, guard fences or other
protection facilities.
GENERAL GUARANTY.
Neither the final certificate of payment nor any provision in the Con-
tract Documents nor partial or entire occupancy of the premises by the Owner
shall constitute an acceptance of work not done in accordance with the Con-
tract Documents or relieve the Contractor of liability in respect to any
express warranties or responsibility for faulty materials or workmanship.
The Contractor shall remedy any defects in the work and pay for any damage to
other work resulting therefrom, which shall appear within a period of one
year from the date of final acceptance of the work unless a longer period is
specified. The Owner will give notice of observed defects with reasonable
promptness.
CLELLAND COMSULTInG ENGINEERS
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General Provisions - 4
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RESPONSIBILITY OF THE CONTRACTOR/SUB-CONTRACTOR(S).
As stated elsewhere in these Specifications, the Contractor and/or
Sub -Contractor hereunder shall satisfy himself (themselves) as to the location
of all underground and above -ground facilities and utilities in or near the
site. They shall be continually liable for damage to all improvements and
lands, whether the property of the Owner, hereunder, or others, caused by the
Contractor's and/or Sub -Contractor's personnel, equipment or operation.
INSPECTION AND TESTING OF MATERIALS.
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All materials and equipment used in the construction of the project shall
be subject to adequate inspection and testing in accordance with accepted
standards. The laboratory or inspection agency shall be selected by the
Owner. The Owner will pay for all laboratory inspection service direct, and
not as a part of the contract.
Materials of construction,
and durability of the structure
testing to establish conformance
intended.
"OR EQUAL" CLAUSE.
particularly those upon which the strength
may depend, shall be subject to inspect and
with specifications and suitability for uses
Whenever a material, article or piece of equipment is identified on the
plans or in the specifications by reference to manufacturers' or vendors'
names, trade names, catalogue numbers, etc., it is intended merely to establis
a standard; and, any material, article, or equipment of other manufacturers
and vendors which will perform adequately the duties imposed by the general
design will be considered equally acceptable provided the material, article,
or equipment so proposed, is, in the opinion of the Engineer, of equal
substance and function. It shall not be purchased or installed by the Con-
tractor without the Engineer's written approval.
CONTRACTOR'S OBLIGATIONS.
The Contractor shall and will , in good workmanlike manner, do and perform
all work and furnish all supplies and materials, machinery, equipment,
facilities and means, except a herein otherwise expressly specified, necessary
or proper to perform and complete all the work required by this contract,
within the time herein specified, in accordance with the provisions of this
contract and said specifications and in accordance with the plans and drawings
covered by this contract any and all supplemental plans and drawings, and in
accordance with the directions of the Engineer as given from time to time
during the progress of the work. He shall furnish, erect, maintain, and
remove such construction plant and such temporary works as may be required.
The Contractor shall observe, comply with, and be subject to all terms,
conditions, requirements, and limitations of the contract and specifications,
and shall do, carry on, and complete the entire work to the satisfaction of
the Engineer and the Owner.
PROTECTION OF WORK AND PROPERTY --EMERGENCY.
The Contractor shall at all times safely guard the Owner's property from
injury or loss in connection with this contract. He shall at all times safely
LELLAND CONSULTRIG Et1GIUEERS
General Provisions - 5
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guard and protect his own work, and that of adjacent property, from damage.
The Contractor shall replace or make good any such damage, loss or injury
unless such be caused directly by errors contained in the contract or by the
Owner, or his duly authorized representatives.
In case of an emergency which threatens loss or injury of property and/
or safety of life, the Contractor will be allowed to act, without previous
instructions from the Engineer, in a diligent manner. He shall notify the
Engineer immediately thereafter. Any claim for compensation by the Contractor
due to such extra work shall be promptly submitted to the Engineer for
approval.
Where the Contractor has not taken action but has notified the Engineer
of emergency threatening injury to persons or damage to the work or any
adjoining property, he shall act as instructed or authorized by the Engineer.
SUPERINTENDENCE BY CONTRACTOR.
At the site of the work the Contractor shall employ a construction
superintendent or foreman who shall have full authority to act for the
Contractor. It is understood that such representative shall be acceptable
to the Engineer and shall be one who can be continued in that capacity for
the particular job involved unless he ceases to be on the Contractor's payroll.
TIME FOR COMPLETION AiID LIQUIDATED DAMAGES.
It is hereby understood and mutually agreed, by and between the Con-
tractor and the Owner, that the date of beginning and the time for completion
as specified in the contract of the work to be done hereunder are ESSENTIAL
CONDITIONS of this contract; and it is further mutually understood and agreed
that the work embraced in this contract shall be commenced on a date to be
specified in the "Notice to Proceed."
The Contractor agrees that said work shall he prosecuted regularly,
diligently, and uninterruptedly at such rate of progress as will insure full
completion thereof within the time specified. It is expressly understood and
agreed, by and between the Contractor and the Owner, that the time for the
completion of the work described herein is a reasonable time for the com-
pletion of the same, taking into consideration the average climatic range and
usual industrial conditions prevailing in this locality.
If the Contractor shall neglect, fail or refuse to complete the work
within the time herein specified, or any proper extension thereof granted by
the Owner, then the Contractor does hereby agree, as a part consideration for
the awarding of this contract, to pay to the Owner the amount specified in the
contract, not as a penalty but as liquidated damages for such breach of
contract as hereinafter set forth, for each and every calendar day that the
Contractor shall be in default after the time stipulated in the contract for
completing the work.
The said amount is fixed and agreed upon by and between the Contractor
and the Owner because of the impracticability and extreme difficulty of
fixing and ascertaining the actual damages the Owner would in such event
sustain, and said amount is agreed to be the amount of damages which the
Owner would sustain, and said amount shall be retained from time to time by
the Owner from current periodical estimates.
General Provisions - 6
LELLAND COPISULTIP4O Et^GIPlEERS , IPNC
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It is further agreed that time is of the essence of each and every por-
tion of this contract and of the specifications wherein a definite and certain
length of time is fixed for the performance of any act whatsoever; and where
under the contract an additional time is allowed for the completion of any
work, the new time limit fixed by such extension shall be of the essence of
this contract. Pn.ov.tded, That the Contractor shall not be charged with
liquidated damages or any excess cost when the Owner determines that the
Contractor is without fault and the Contractor's reasons for the time exten-
• sion are acceptable to the Owner; P•aov.(ded, Fu -1(h(''(, that the Contractor shall
not be charged with liquidated damages or any excess cost when the delay in
completion of the work is due:
(a) To any preference, priority or allocation order duly issued by the
' Owner;
(b) To unforeseeable cause beyond the control and without the fault or
negligence of the Contractor, including, but not restricted to,
acts of God, or of the public enemy, acts of the Owner, acts of
another Contractor in the performance of a contract with the Owner,
fires, floods, epidemics, quarantine restrictions, strikes, freight
• embargoes, and severe weather; and
(c) To any delays of sub -contractors or suppliers occasioned by any of
the causes specified above.
• PAovd ded, Fu,,then, that the Contractor shall , within ten (10) days from the
beginning of such delay, unless the Owner shall grant a further period of
time prior to the date of final settlement of the contract, notify the Owner,
in writing, of the causes of the delay, who shall ascertain the facts and
extent of the delay and notify the Contractor within a reasonable time of its
decision in the matter.
' CORRECTION OF WORK.
All work, all materials, whether incorporated in the work or not, all
processes of manufacture, and all methods of construction shall be at all
times and places subject to the inspection of the Engineer who shall be the
final judge of the quality and suitability of the work, materials, processes
of manufacture, and methods of construction for the purposes for which they
are used. Should they fail to meet his approval they shall be forthwith
reconstructed, made good, replaced and/or corrected, as the case may be, by
the Contractor at his own expense. Rejected material shall immediately be
removed from the site. If, in the opinion of the Engineer, it is undesirable
to replace any defective or damaged materials or to reconstruct or correct
any portion of the work injured or not performed in accordance with the
Contract Documents, the compensation to be paid to the Contractor hereunder
shall be reduced by such amount as in the judgment of the Engineer shall be
equitable.
RIGHT OF THE OWNER TO TERMINATE CONTRACT.
In the event that any of the provisions of this contract are violated by
the Contractor, or by any of his sub -contractors, the Owner may serve written
notice upon the Contractor and the Surety of its intention to terminate the
contract, such notices to contain the reasons for such intention to terminate
—McCLELLANO CONSUL11140 ErAGINEERS IGeneral Provisions - 7 o
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the contract, and unless within ten (10) days after the serving of such
notice upon the Contractor, such violation or delay shall cease and satis-
factory arrangement of correction be made, the contract shall, upon the
expiration of said ten (10) days, cease and terminate. In the event of such
termination, the Owner shall immediately serve notice thereof upon the Surety
and the Contractor, and the Surety shall have the right to take over and
perform the contract; Provided, hrnveue-i, that if the Surety does not commence
� performance thereof within ten (10) days from the date of the mailing to such
Surety of notice of termination, the Owner may take over the work and pro-
secute the same to completion by contract or by force account for the account
and at the expense of the Contractor and the Contractor and his Surety shall
be liable to the Owner for any excess cost occasioned the Owner thereby, and
in such event the Owner may take possession of and utilize in completing the
' work, such materials, appliances, and plant as may be on the site of the work
and necessary therefor.
INSURANCE.
The Contractor shall not commence work under this contract until he has
obtained all the insurance required under this paragraph and such insurance
has been approved by the Owner, nor shall the Contractor allow any sub-
contractor to commence work on his sub -contract until the insurance required
of the sub -contractor has been so obtained and approved.
(a) Compensation Insurance: The Contractor shall procure and shall
maintain during the life of this contract Workmen's Compensation Insurance as
required by applicable State law for all of his employees to be engaged in
work at the site of the project under this contract and, in case of any such
work sublet, the Contractor shall require the sub -contractor similarly to
provide Workmen's Compensation Insurance for all of the latter's employees to
be engaged in such work unless such employees are covered by the protection
afforded by the Contractor's Workmen's Compensation Insurance. In case any
class of employees engaged in hazardous work on the project under this con-
tract is not protected under the Workmen's Compensation Statute, the Con-
, tractor shall provide and shall cause each sub -contractor to provide adequate
employer's liability insurance for the protection of such of his employees as
are not otherwise protected.
(b) Contractor's and Sub -Contractor's Public Liability and Property
Damage Insurance and Vehicle Liability Insurance:_ Contractor's
Public Liability Insurance and Vehicle Liability insurance shall be in an
amount not less than $300,000 for injuries, including accidental death, to
any one person, and subject to the same limit for each person, in an amount
not less than $500,000 on account of one accident, and Contractor's Property
Damage Insurance in an amount not less than $100,000 per accident and $300,000
aggregate.
' The Contractor shall either (1) require each of his sub -contractors to
procure and to maintain during the life of his sub -contract, Sub -contractor's
Public Liability and Property Damage of the type and in the same amounts as
specified in the preceding paragraph, or (2) insure the activities of his
sub -contractors in his own policy.
(c) Owner's Protective Public Liability and Property Damage Insurance:
The Contractor shall take out and maintain during the life of this contract
General Provisions - 8
McCLELLAND CONSULTING ENGINEERS , IPOC-
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suchpublic liability and property damage insurance as shall protect the
Owner and his agents from claims for damage for personal injury, including
accidental death, as well as froin any claims for property damages, which may
arise from operations under this contract, whether such operations be by
himself or by any sub -contractor or by anyone directly or indirectly employed
by either of them, and the limits of such insurance shall be as shown in
sub -paragraph (b) above. The Engineers shall be named as an additional
insured under the policy.
It is agreed that such insurance as is afforded by the Policy for Bodily
Injury Liability and for Property Damage Liability applied, subject to the
following provisions:
(1) The unqualified word "insured" also includes any architect,
engineer or surveyor engaged by the named insured but only with respect to
liability arising out of the premises of the named insured.
(2) The insurance with respect to said architects, engineers or
surveyors does not apply to injury, sickness, disease, death or destruction
arising out of defects in maps, plans, designs or specifications prepared,
acquired or used by said architects, engineers or surveyors.
(d) Scope of Insurance and Special Hazards: The insurance required
under sub -paragraphs b and (c) hereof shall provide adequate protection for
the Contractor and his sub -contractors, respectively, against damage claims
which may arise from operations under this contract, whether such operations
be by the insured or by any one directly or indirectly employed by him and
also against any of the special hazards which may be encountered in the
performance of this contract as enumerated following: (1) Dynamiting; and
(2) Damage to underground facilities.
(e) Builder's Risk Insurance (Fire and Extended Coverage): The Con-
tractor shall procure and shall maintain during the life of this contract
Builder's Risk Insurance (Fire and Extended Coverage) on a 100 percent (100%)
completed value basis on the insurable portion of the project. The owner,
the contractor, and sub -contractors (as their interests may appear) shall be
named as the insured.
(f) Proof of_ Carriage of Insurance: The Contractor shall furnish the
owner with certificates showing the type, amount, class of operations
covered, effective dates and dates of expiration of policies. Such certifi-
cates shall also contain substantially the following statement: "The
insurance covered by this certificate will not be cancelled or materially
altered, except after ten (10) days written notice has been received by the
Owner."
The above named limits shall be operative except where, in the opinion
of the Engineer, the character of the work and hazards involved warrant the
establishment of greater coverage. The Contractor shall furnish the Owner
with duplicate copies of all policies of certificates from insuring agencies
as evidence that these requirements have been satisfied.
All bonds oust be executed by a surety company licensed to do business
in the State of Arkansas, and acceptable to the Owner. The final acceptance
of the construction work by the Owner shall not bar the right of any person
CLELLAND CONSULTING EPJGIPIEERS
IFC
General Provisions - 9
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damaged or injured by reason of any act of onmrission or commission of the
Contractor, or of the failure of the Contractor to fully perform all the
terms of his contract from maintaining an action against the Contractor, and
shall not release the Contractor from any of the obligations assumed under
these specifications or contract.
SUBCONTRACTORS_
The Contractor shall not assign or sublet all or any part of this
contract without the prior written approval of the Owner, nor shall the
Contractor allow such sub -contractor to commence work until he has provided
and obtained approval of such compensation and public liability insurance as
may be required under the laws of the state. The approval of such sub-
contract by the Owner will in no manner release the Contractor from any of
his obligations as set out in the plans, specifications, contract and bonds.
LABOR LAWS.
The Contractor shall abide by all State and federal laws governing labor.
CONTRACT SECURITY.
The Contractor shall furnish a performance bond in an amount at least
equal to one hundred percent (100%) of the contract prices as security for
the faithful performance of this contract and also a payment bond in an amount
not less than one hundred percent (100",) of the contract price or in a penal
sum not less than that prescribed by State, territorial or local law, as
security for the payment of all persons performing labor on the project under
this contract and furnishing materials in connection with this contract. The
performance bond and the payment bond may be in one or in separate instruments
in accordance with local law.
ASSIGNMENTS.
The Contractor shall not assign the whole or any part of this contract
or any moneys due or to become due hereunder without written consent of the
Owner. In case the Contractor assigns all or any part of any moneys due or
to become due under this contract, the instrument of assignment shall contain
a clause substantially to the effect that it is agreed that the right of the
assignee in and to any moneys due or to become due to the Contractor shall be
subject to prior claims of all persons, firms and corporations for services
rendered or material supplied for the performance of the work called for in
this contract.
SUB -CONTRACTING.
The Contractor may utilize the services of specialty sub -contractors on
those parts of the work which, under normal contractinn practices, are per-
formed by specialty sub -contractors.
The Contractor shall
not
award
any work to any sub -contractor without
prior written
approval of
the
Owner,
which approval will not be given until
the Contractor
submits to
the
Owner
a written statement concerning the
proposed award
to the sub
-contractor,
which statement shall contain such
information as
the Owner
inay
require.
General Provisions - 10
LELLAIJD CONSULT1140 ENGINEERS ,WC,=
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The Contractor shall be as fully responsible to the Owner for the acts
and omissions of his sub -contractors, and of persons either directly or
indirectly employed by them, as he is for the acts and omissions of persons
directly employed by him.
The Contractor shall cause appropriate provisions to be inserted in all
sub -contracts relative to the work to bind sub -contractors to the Contractor
by the terms of the General Conditions and other contract documents insofar
as applicable to the work of sub -contractors and to give the Contractor the
same power as regards terminating any sub -contract that the Owner may
exercise over the Contractor under any provisions of the Contract Documents.
Nothing contained in this contract shall create any contractual relation
between any sub -contractor and the Owner.
ENGINEER'S AUTHORITY_
The Engineer shall give all orders and directions contemplated under
this contract and specifications relative to the execution of the work. The
Engineer shall determine the amount, quality, acceptability, and fitness of
the several kinds of work and materials which are to be paid for under this
contract and shall decide all questions which may arise in relation to said
work and the construction thereof. The Engineer's estimates and decisions
shall be final and conclusive, except as herein otherwise expressly provided.
In case any question shall arise between the parties hereto relative to said
contract or specifications, the determination or decision of the Engineer
shall be a condition precedent to the right of the Contractor to receive any
money or payment for work under this contract affected in any manner or to
any extent by such question.
The Engineer shall decide the meaning and intent of any portion of the
specifications and of any plans or drawings where the same may be found
obscure or be in dispute. Any differences or conflicts in regard to their
work which may arise between the Contractor under this contract and other
Contractors performing work for the Owner shall be adjusted and determined
by the Engineer.
USE OF PREMISES AND REMOVAL OF DEBRIS.
The Contractor expressly undertakes at his own expense:
(a) to take every precaution against injuries to persons or damage to
property;
(b) to store his apparatus, materials, supplies and equipment in such
orderly fashion at the site of the work as will not unduly interfere with the
progress of his work or the work of any other Contractors;
(c) to place upon the work or any part thereof only such loads as are
consistent with the safety of that portion of the work;
(d) to clean up frequently all refuse, rubbish, scrap materials, and
debris caused by his operations, to the end that at all times the site of the
work shall present a neat, orderly and workmanlike appearance;
icCLELLAND CONSULTING EUGINEERS
General Provisions - 11
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11
(e) before final payment to remove all surplus material, false -work,
temporary structures, including foundations thereof, plant of any description
and debris of every nature resulting from his operations, and to put the site
in a neat, orderly condition; and
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(f) to effect all cutting, fitting or patching of his work required to
make the same to conform to the plans and specifications and, except with the
consent of the Engineer, not to cut or otherwise alter the work of any other
Contractor.
QUANTITIES OF ESTIMATE.
Wherever the estimated quantities of work to be done and materials to be
furnished under this contract are shown in any of the documents including
the proposal, they are given for use in comparing bids and the right is
especially reserved except as herein otherwise specifically limited, to
increase or diminish them as may be deemed reasonably necessary or desirable
by the Owner to complete the work contemplated by this contract, and such
increase or diminution shall in no way vitiate this contract, nor shall any
such increase or diminution give cause for claims or liability for damages.
LANDS AND RIGHTS -OF -WAY.
Prior to the start of construction, the Owner shall obtain all lands
and rights -of -way necessary for the carrying out and completion of work to be
performed under this contract.
G
CLELLAND CONSULTING ENGINEERS INCralProvisions - 12
GENERA], f FE CI I'I CAT IONG
Or'z ;,PT) GITJT di
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GENERAL,
This item shall consist of the construction of asphaltic concrete
curb, concrete curb, concrete gutter or combinnt•:ion concrete curb and gutter
in accordance wi_hla then apecifi.cati.onr ;iwj in confor"iity ;rich the locations,
lines and erratic;; ^hewn oil the ]il:lnz or n : rl il-ecLo41 ll.; tarn ; 11 rviLecT.
ASPHALTIC CONCRETE CURB,
a Materials
1 llincrul aggregate and ar:li,,viltic material shall be
as specified in the ROADWAY .BAST; ASJI) Bf'UMINOUS SUB -
FACING section of these general specifications, under
ASPi-"L'ALTIC CONCIin::T ilrRi'z CE C )URGE:. pirn _1•nn'ln (b) (1)
Anil (b) (2).
(2) Requirements for mixtire rThnlJ he the same as
required in paraLp-aph (b) (j) of tl'c ;11,ove refe%enced
,pccii'i.cation, except t1ml, the hi .^rc r; nl.l 1'c ill the
follol:wir.l; proportions 1 y =.•: ri;;h l.:
Sieve Size
—z
Per Cent
Retained
n—
—
G
r
20
- 1; 0
*1O
Jln
- ;n
1i0
ii,
- `'ll
Jib()
20O
Bitunen %
5
- 8
(b) Construction Methods. The curbs shall be constructed in accord-
ance with the locations, dimensions, and det:iil.r. r;l1own on the plans or as
directed by the Engineer. The curb ::hall he fine' l by an approved machine
capable of thoroughly compacting the material^ to the required cross-section.
A tock coat s!w)t be applied. prior to placing thr. curb. This tack coat shall
be as specified in the ROAf)i•JAY. BASE MTh 111'1'tJi1ITAlU,l S11RP;i;:ITIG r•ectiari of these
general specification:;.
CONCRETE CURB, GUTTER MID COI1BINATION CURB AND GUTTER.
raj Materials. The cement, ngt re',rrtc' :Plil 1bn ter `l'ed sha11 meet
the requircmentn for materials for "Clair. A C)llCr'H.c' ro,i;inl in the CON-
CRETE section of there general specific-i.i n':'.
(J•) Construction ]•lethod.s.
Po ui lotion - For e;:caV 3 oil ar t l::c prci,lration see
EXCP.VA'1'ION Afl) EM[3MndllEwr. [•There the curb and/or gutter
ia; to be constructed on a concrete surl'ace previously
Laid, the area of the concrete :;urf-ncp shall be roughened
sufficiently to secure a good bond.
CLELLAND ENGINEER
Curb nu -1 Gutter - 1
(2) Forms - Font' ^hall be ri1;her rood or meal., shall
be .^.•1li).^,'1-.911 tia1 'n.' r trfli.frllt, .:ln -i,r l.] re cle tier] :I ll d.
oiled. prior Lo each u•"c, fhr.; rb:."l- tc :;ct with care
,n pros.i.ded wi.L1, ;1•]egraLc br;lc:i.n:; to prevent; doforma-
tion of the concrete when t:et. Toffs of the forms shall
conform exactly to prescribrd trade and alignment.
Sudden changes in grade and alignment will be corrected
prior i;o pouring concrete. 180 CONCRETE IILL BE POURED
UNiIIFOR1�b IN PLACE, HAv. BE]_PI APPROVED ];y THE EPIGINEER,
(3) Flacing and Finishing - `p;'e colle.rei;e s-111 be depos-
i.tr_d in the forms, upon the ltct.tr. :a b„rade and vibrated
n.rld spaded. Until mortar entirely G)Cerr the surface,
after which it shall. be finished nrlooth and even by means
of a wooden float. Edges shall be rounded as shown on the
plans while the concrete is GL1ll seoft. Face forms shall
1J0 rci!oved from c'.irbn brill'in r^ ou'1 Iii face finished
by 1'u 1JiP0 1.,].i;h a i'eta.cr] Cr :rn'1'. ir0"1'.n"!• brie" or wood float
11l?{, i,l 1t i s n*Ioo Gil. 11•a `7 C'r l_P�' 'i 11- rot + but
1 t :.1 I O., be Ill,rr.'1iti.ed ,)1 t
(n_i_nor ' feet: FLail be i 1 i.I Cti '' 3:2 c. 'irlt r90TI;ar
n ni.,I,i r.,l Iri1:11 ri 1a Qen f' 1.C)
When completed, the concrete :ihal.] be kepi; covered, with wet
burlap and shall be kept wet for a period of at least 72
hours.
(f1)
Construction Joints; - Co*l:al•rj-,;iun
r}]1!1 be con-
st.ructed. at locations whsre tile; r i-
,joints
: rrg:r%red
rs determined
h.y I
-he Engineer. GOlu;roc ..ic'n Jr i,•i„'.
rahn?.l l,e
the ]Say type.
The
depth of the key rjla!1. 1;r 'Ii. 1
':r1 or (1
) itch and
i1_].
I,c 1iiuecli i'': the Cl]f L1.1" of 1,'i'
n u11.ti) thicl:nesn
extend-
inc
from top to bottom. A groove ",s
specified
for dummy
joints
shall be formed at the exposed
face of
the joint, and
the
groove shall be filled with bi biminous
rntr+rial
as
:'.h CCi
1 i.F l roe dl;rnay juilit.::.
(5) Expansion Joints -
'E::11:tu
:ion
j:ila.r
n.i Lb?
ee fourths
(3/li i inch f're„loomed
join's
ri.l.lc•1'
rlh•'ll3.
i'r
i.i r.tallen on
t� not rare than forty ('in' -f1'') i•�. ,•1'l,rt'^ in c•on-ti.n)'ous runs
of c'1l'i)3, and at all nl;errreL •p1; •1't o';itrr' ri:'•in Con 'trhte-
L:i-@lt. The edges of joi)lt n -', ill L•1 •C n I;onln:l flu-; i.') to a.
o'e-in' O'L11 (,, ) irc.b r'vli ,),. 1 :....,.n +. 1'1 be i
n.,t•1].led
.,t ell. a:rrnhf:in^. .i0i^t ;t- :; s1 ir-I
(?) DiimIrry Joints - D11.....h ')i.]'I•:- (:i' 1.1 ce, l.'f)•:.'•i, l'ilq't L'C! at
.a'ox,ma'tnly ten (10'-0 ) reed; O„ rn'r ,rr•; ,, j 1"rth of d11]^Jny
.j oini ': 511;'il-1, br one- rolu'i.ii (1 ) c.'.i Li ., 11111t•l.11 C::: eF the con-
(11'etc. y110 wldt!i or t' ;ni:a, 'I''ll_ jIC �)11C-j'nn'r 1,11 con-
/ inch
L the l,oi;to,i aryl. ttlrcr-r•:i;h'L - () inch it the top and
the r11,•;es of the joint shall Uc i'iniehcd with n one-fourth
(it") inch radius rounded tool. The joint rball extend
across the full, facc o" the curb, end nil:lll be filled with
bitumilloi s r11;Cris l_.
l'l r11,LC]' - 2
.CIFII AND FNfINEER
ii
(7) Backfilli.ng - lifter the conerri;e hcs set. sufficiently,
+;ie spacc behin•i Vin. curb e,oll br rcCilled ho the re-
quired elevation wtt7, r:uil.;)b]c r;2terial wlii.ch ahai] be
firmly compacted ?)y me3nn or an e1mvorrd mechanical tamper
and neatly graded.
(a) Asphaltic Concrete Curb. Work performed and. material accepted
ender this item will be measured by the ]it^r,• foot completc in place and the
aeastuement will. include the amount actu3].ty flaeri ;peel nrrrpted within the
Lines fl()4n) nn khe t :1flC Or ;i. direr'.e�l 1.,• 1-1,e_ T5 , S'n' 'r
(b) Concrete Curb, Gutter and Combination Curb and Gutter. Same as
(a) above.
BASIS OF PAYMIs'l±P.
(a) Asphaltic
Concrete Curb. ?or"
cei p:Iei.rd
and accepted
under this
item and measurei as provided above shall be
price per J.inear root bid for "Asphaltic Concrete
Cull comrcniration for fucni.shin c].1. r.•:i;rrin]^•,
ing tack coat, placi.rg and. compacting ird. r"
incidentals necessary to complete the wort.
paid for at
C"rb",
fns- u]].
n11 1rhor,
the contract unit
t;r:i.ch price shall be
mixing, hauling, apply-
too]c, equipment and
(b) Concrete Curb, Gutter and Combination Curl) and Gutter. Work
completed and accepted under this item and measured as provided above, shall
be paid for at the contract unit price bid rrr lirrn.r foot for the respective
sizes of "Concrete Curb", 'Concrete Cnt.i.^;•er "Concrete Combination Curb and
utter", as the case may he, cone et,e Jr i taCQ, "'ic]i price r:11311 be full
compensation for -fiirrni.rhi.ng, all ]anterial , r07 •ntx:tng, placing, finishing;
For all backfil].ing; and for ii] euui;:al^r t, r o^t r 1 !1er :upl i_neidentals
necessary to complete the work,
Cii ri' rt;d Gutter - 3
McC LELLAND ENGINEER
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GENERAL
SPECIFICATIONS
ROAln'rIAY
RASE
:'RD
R19'1i11TuOu1
irR
clrlr,
GENERAL.
This item shall_ inclucc. placing of fo%indaLion or base course, prime
coat, tack coat, single or multiple bituminous surface treatment, and an as-
phaltic hot mix surfnce course. (For preparation of subconrses, see EXCAVA-
TION AND EMBANKPNT. )
GRAVEL OR CRUSHED STONE BASE COURSE.
a Description. This [teem shall eor'sist of n 1'niuvlation course
for surface courses, for other base course, of to" pavements. It shall be
composed of gravel or crushed stone anrt s):.7.1 he rnnst.ructed on the prepared
subgrade or other completed. subbase course in nrcordanee with these specifica-
tions, and in conformity with the lines, grades, compacted thickness and
typical cross-section shown on the plans.
of (1)
(b) Materials.
A natural or artificial
The
niateri-il.
mi.xturr 1.oF
i'or kl, i
„ravel
s :i.ten shall
mid sn:i.l
m-,J•t.:jr,
consist
or
either
(2)
Crusher
run :: i,onr
.,,. n )n:ixinre
n1 Cr'n.1 n'
Lc.
7 rP.•n•ql
rifles
The mixti,re shall be ;tniformLy graded fro"' noorne i,o fine and so proportioned
as to meet the requirements hereinafter specifird as applicable to the materi-
al used. Should the Contractor use both types of materials on the project,
the intermingled dumping of loads of unlil-e materials will not be permitted.
Gravel shall consist or crushed or unrrilsItcd hnsl hehblcs nr crushed boulders,
or a rCn,nldila'tAn of such crushed and pnr)..)l;hnrl nLeriA1 L.,�1 9 1 )er stone
tone shall
con F7. st; or rt'usll er rtli) stone or a ini;; f'r" of '1)^h e,] n* one and na tuj•al. fines
uniformly rnixed rind .^..o proport:i c'i ii es l„ )^eh al' jip , eq,,:i.rements herein-
after speci rirn, •,.;f ft 1•hc further proviiri r. t):•r., n ln]xl,tre of crushed stone and
natural fines shall contain rot less than 90 percent crusher produced materi-
al. The stone shall be hard. and durable with a rercent: of wear by the Los
Angeles Test not greater than llj and then subjrrI.cd to five cycles of the
Sodium Su_lphatn Soundness Test shall. h a lnrr: rot: Lo exceed 12 percent.
For the purpo::ea oC Lhis sneciCir•ation, nnlj^ .' nl: t r nnl; considered to
he stone.
All mixtures shall. be free of shale. :il^r.n r.Pil ,(lirr nh1C r. t i_nq:1bl e, injurious,
or deleterious matter.
The class or classes of base course material that m,nv hr linrd on airy particu-
lar job will hr those called for on the hid sched,tle.
Rondwu.y [33 se nrlrt BI1.i'firin,is Snrfncing - 1
cC LE LLAND ENGINEER
I
Gf111-nFIG RGQU_IRGMTNT i
size or sieve Per Cent by Weight
r1 Gravel Crushed Stone
Class Class Class Class Class
GB -2 GB -3 G13- 1 SB-2 SB-3
Total. Retained:
2" 0-5
lit? 0-15 0 - 0 -
1" f`-5 - 0
3/4° 0-40 0-4o 0-30 10-50 0-35
3/8" 20-60 20-60 15-50 - -
#4 1+0-70 40-70 40-70 50-75 50-75
.
#10 55-80 55-80 55-80
Total Passing:
#40 1-0-35 10-35 1(1-35 l0-30 10-30
#200 3-12 5-12 5-12 3-10 3-10
I The fraction passing the No. 200 sieve shall. not be greaterthan two-thirds
the fraction passing the No. 110 sieve. Thr froctior passing the No. 40 sieve
shall have a liquid limit not greater than t.venty-five and a plasticity index
of not greater than six.
When the source of grave], contains aggregnte larsrr then that specified above
for the class called for in the bid, schedt')e, it. mint be removed by screening
or by screening and crushing. The rctov'1 of 1:]3•;;e Pile eRi ef;Rte 1)y hand
methods sucl1 n ra1U.n(, or forliin^ wil l nn. .. r' r'Cr.*I.itt'I
Ii
For gravel, in order to insure unirol'mii,, of f',"a i,-'1!?. the Percent sassing and
retained on the various sieves ^hall he o:; follows:
Sieve Sizes
Passim; Retained
3/h .. 3/13"
3/8' #11
#10
il11.G #110
!'r, -gent by Weight
m11) 1111,m
5 minimum
5 minim nn
11 !Ililli!7;,tll
Where it is necessary to blend two or more materials, etch m^terial shall be
proportioned Pcparntcly through mechanir'ol t'ce•ic-': to inaur.c Iniform produc-
tion. PrenWcinr or b:Lcndinr in the ri_It t.i ...n.i11 r-,L.,r:!t.C frr1i.nr 1::1.11. not be
permitted.
The blending ntmal.eri a13 on the road'.;iy "in „rrlc. I,o oi)tai 1 G mixture that
will. cornp.'i with 1')b r'hoie rCgnil'e"rr'1;8 111, nP'
That portion of Clas:: GB -3 retained oil tic 1l0. I' ':i.cvc :hn.1.1. contain at least
15 par cent of "rushee) particles.
(c) Construction Methods. The bare course material shall be
placed on a completed and approved sub};r-;dc or exi.ct:i.ng base that has been
bladed smooth ally uniform and conforming t.o L„r r'i'le ind cross -Section Gho`•ii
on the plans.
Rnrdwn h •"p 1 FYiI1'Ini.PO!:' flJjr1rtcii , - 2
cCLEILAND ENGINEER
The nub2•a�l_e shall he }mErare�l n^ .^,-pi ,;rl i" !' e^'V^.PION P]dD Ef•t9r1dK1 sec-
tion .or l;henr F;ner!i V; rations air] r:113 I_d 1,., r.4,( i, n'q ;fin ri-''r sr or deficiency of
moisture it the I.i'nc of l; 1_a ri „�- l,fl I,1rc nn1rrn. R'l:'e cn'Itr:O rhal_)_ not. be
placed on a rrozerl nubcrarle, '1i r ^)b gait nun1 I rll:-o comply with the require-
ments of other items that n'ay be contained in the contract that provide for
the construction, reconstruction or shaping of the subgrade or the reconstruc-
tion of the ex.ist.i.nC base coarse.
The base course n'atcr"lal ;;,,all '•r nlarea on Min cr''gl'?ile n.- , )i.hr.T' base cotse
material and sp1'rnd u, i.rorml„l' i.o sin, drtrls o,.l "1 inert t,hai, o:1Vn compacted it
w:i.11 have the l'lickness, width and c.r,::-scr:ti.on r;hown on the flans. When the
compacted. depth of 1,1'e base course as shown on Lb e plan; exceeds s:ix inches,
or when directed by the Engineer, the mat.criai si'rj1l ie placed in two courses
of approximately egl.lal depth and each course r'hal.l be constructed and consol-
idated as prescribed herein and indcpenrlent]y of the other.
The spreading shall be done the same day t.haL Ll'n r li.eri"l is hauled; and it
shall be performed in such manner "that. nr, r,., ..:,Json or can ^,e and fine parti
cl.es nor neni.r or hard areas ea'., sell, i•y d1'„ni• i:31r ,•Int,rr ial O`I the subgrade
will, exist. To i.ii GI're pl'oDCr lllixi.i'g f) r 1cci o,lr rd r;ii ii In })laded Entirely
across the roc:'1 1,ec before Hn17g ^.are (2-jr r rn,cF be I,nnkcnn to prevent mixing
of subt-fade or :hou3d.er material with the Luse curse material. in the blading
and spreading operation. Co'npaction of the bure co'.;rsc will be brought about
by systematic maintenance ur'der traffic, by systematic maintenance combined
with rolling, or by any method that will. aticf=etor,l,l obtain a compaction of
not less than Q5 percent of tho maxinnrn rt<'r• '.`:;' r L cr'h.i.r. i':; c'o.ir' ure as deter-
nline'1 by, 1:bc li?•iii "i eel 1,'-octor `.l`ent.^,.
When the material varies from optirnlm 1"n5 ;-.Lnl'n rynilCrn l; it rha_l be drained
and aerated or p'oir;trncrl as ''(`g1lirCd.
The
required
crown
and
grade shall be nl^intai.11cd
by
blading so that the base
will.
form a
smooth
and
uniform surface.
When the sin' race course is completed, t:lle r:i'In].rlr':, shad. he shaped, dressed
and compacted, as directed to the crone-c'cct:i.on ^lln.nl on i:hr Plans. This work
shall, be done in proper sequence with the n'irrr^c ro'n•sr.
Should the subgrade or subbase at any time 1,rconue soft or churned up with the
base course material, the Contractor shall, without additional compensation,
remove the mixture from the affected portion, 3erhape and co'innct the subgrade
or subbase, and rcnl.ric'e the re:naveri Aec t-i.•,t i-n ?rl.•tt•1:3"^r Fr•i'1,11 the foregoing
require'nen t.n.
The surface or
the succeerdiry;
an,y layer
layer rl'
shat]. T: r. m11i.n1..'-i"1'r
nivn;urn'; i.r:
l,l" r 1.
i11r.1.!1J.s1crl. cond:i"Li.on until
: ,-r rl.;,ll ;. rroperl.y
drai.rled at all
timen.
PRIME OR TACK CONE,
(a) Description. This item shall consist of a single application
of bituminous material, applied on the completed and a'pnroved base course, on
the subgrade, or on the existing pavement or bit,n»i-nonr: surfacing as indicated
on the plans or in the special provisions, '11.1. :in nrcorllar'ce with these
specifications.
Roadway na ,r a,•.1 Iii. t: 'n'ir),:'. Sur "cing - 3
rrIFIIANb ENrINFFR
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t(b) Materials. A] materials sh^11 ;i'cet the requirements provided.
i'ncler• Sei Lion 50=' 'MuteriaTh an I iv]'Iir,iprli t. for }1 ii npri nn+I, Surface Courses',
' St:andard. Speciflcat.inns for Highway Conr_i.rtictinii, wii,h Supplemental Specifica-
tions, Arkansan State ifiChway U 'pL!;r;icr. .He Lynof biLwninous material that
may be used on a ]'articular job will- be de::i.r_nate'U on the plans or in the DE-
TAILED SPECIFICATIONS. In general, a medium curing cut back asphalt will be
used. for prime coat and a rapid curing cut back or emulsified asphalt will be
used for tack coat. Dependent upon t:he texttLrc of the tare and the season of
the year that, work is being p^^formed, the Engineer will select the particular
U. grade of t,hr t.y.pn of bitiim i nn,I. pia trri. n 1 1r;: i (gr,nLri I:.ha'L will be u: erl..
' (c) Conrtruct:Lun Mntho'dr... Ttle nrtlioct E employed in performing the
work, and al]. equipment, tools and machinery nsrd iu handling materials and
executing any part of the work shall be subject. to the approval of the Engineer
before the work is started, and whenever found wrcatisfactory shall be changed
and improved as required by the Engineer. All equipment, tools and machinery
used must be mainl,ained in a satisfactory w:url inr condition, and must meet the
requi.remenl nroeided in said Section ;ir , (c (, ) -'.boi`e).
(1) Shanirg, Sweeping and Cleonir;r, - If the Surface to
be Irea tied is a gravel o" r,-i ^nr}l Gtoil (` bas: course it
shai.l be shaped. for tile f„1l width of the b•tsc course
_ and compacted by sprinkling and rolling, so that it
' presents a smooth, uniform appearance, true to the re-
quired cross-section and free from uuciulations, high or
low spots. Inimedlatel,y pl-ece'li^r the prime 'r tack
' cost application, the ur'i'n' t, be treated, if neces-
sary in the opinion of the I?nrincer, shat1 be swept
free of chest, dirt., and tor, sc a'• r'ore:ign material,
cleaning hut not loosening% :r di:,:Loarring the top embed-
ded avgTr'egai.e. .Layers or 1`ockrts of' dirt or other
materials which do not form an i nteL-ral part of the
surface to be treated sha11 he removed. Such sweeping
r operations shall be performed by mecllanicnl methods.
If deemed necessary by t.!'r Fnl*.in'•or, f.he surface shall
' be sprinkled with water and ivcin nn additional sweep-
ing with hand brooms, it being the i.ntenL of these
specifications that the :,iirl'ncr to be treated be as free
as practicable of dirt, or pockets of other loose mate-
rials. The sweeping and cleaning operations shall be
carried, only far enough in advance of the application of
t the bituminous material to i11Surn 'he :urfec being
properly prepared at. f;;,e I.; or nr`• .1 'cation, ';hen the
exi!;tiing surface 1 , an ' ii; i. r�, r..•nte p.av e1?C•It, CXCC=n(;
jni.n't and crack filler 1:,I l i ` ,•r•.n: c 1.
(2) Applical,ion of I'rime Cu" t - Aitcr the !:urf'ece to be
' treated has been prepared in acc:rdance with the speci-
fications outlined above, the b:ftllmiluo-w material for
the prime coat shall be rproyed uniforu]y over the sur-
face by means of an approved mechanical pressure dis-
tributor at the rate of application indicated on the
plans or as directed by the Engineer. Any surplus of
bi.tum:l.no'ls m;itetl.a1 rOr'Inl]I(, in ni'1'rr)ee d^.]);('o 5i. O?]u
;dial-]. be removed h',, hand r,:nnr-,-i_i
1londur. B..'i^.:` fly 1}71,';!i nn ir{ fir ('r C'ITI(� -
— McCLELLAND ENGINEERS
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Following thr' rpplicnLion of The l•rimc cunt, the road.
will. 1 e clorc:l to t'-a"f i.r if J-p-.act.i cn1:1.P for a period
ra i:rfic i C'771. to n I 1 Ow t11r fq•oj'c'r C'i.n(; and iiene- tration
of the bitu111:1.i'' i. I11a't.Cr.'aal.. Plo 1'i1.11Pra1 aggregate or
bituminous mixture shall be placed on the primed base
course until, the prime coat has cured sufficiently to
prevent damage by haulirg operations. When shown on
the plans or clesagrated by sp+'c.i,el- provisions the prime
coarl'. shall be applied in half wields s In order to allow
the free passnge of public trnfl'ir' at al; times. No
bitumen shall be applied upon a surface containing ex-
cess moisture, or after a der cel'rling air temperature
falls below 700 F., or until an ascending air tempera-
ture reaches 650 F. Special precautions shall be
observed to insure a uniform distribution of the bitu-
minous material. The distributing machine shall. be so
adjusted and operated nt nil tires, as to distribute
evenly the class of m3ter'inl being npplied. Deposits
or the hitumi.poils mal,c''-iat_ ul;on The roa.d surface in
excess of the quantity npn•:;rlrrl, ,•a').Se(1 by stopping or
rt.a:rti.ng the nil strib':Itipyy nlach:lii . bit overflow, leakage
o^ otherwise, will not be permitt.ed. The machine used
for applying the bituminous material shall be required
to maintain an operating pressor" of not less than
thirty nor more than seventy 1nunts per square inch, as
r• irtPd by the En ,i nPrr .
If the primed surf-:ce shall tern dewot;ed prior to the
apps ication or the welP.' i tll; ^.o'.0 sC, nudi a' ens shall be
elCa 17ed thor'olir'h 1.y n1'rl n".i' Li he expense of the
Contractor.
The surfaces of all structures shall be protected by
some satisfactory method to nrm'eu , i:hcir being disfig-
ured by the application of t1 i. tuari noun niat.eri al used in
the prime coat appi i ('nt).^i1 . '111 i ^ shall tr7rludc culverts,
i)11dp,en, hand 1 nail, nnarrl fn,,, r1'I-17"ills ;'i,d similar
items.
(3) Application of TCck Coat - When a bituminous surface
is to be laid on an old concre.tr or arphai.t surface, a
tack coal, shall be applied Jr i nr Lo p1 nc:i rr; the wearing
surface. The tack coat shn11 be nrplied ly meads of a
pres,urc distributor i.i,an•;Ir. 'Nurser P •latliii ed above
for the .3p7)l icnti On of Jti tpr r!•'+ - ;i+mt r'1V 7.^]fled
,t sp11a1.i. is use' i.t shrill j.r .1 i 1 i,1 n;1 -;J 111 • -11.!'r in order
L.) ansuri ce1:J11el;e +•purser••' nrvl "n, n.;i,,,+ in t)'c nnvement
surface. The rate ''1' n i)i•l_:[en Li '.1n ^.1a1.1 be from 0.03
r c' ions per square yard to 0.1 0 t;u7loi r•er square yard
as desi;;nated by the Engineer. The tack coat shall be
applied sufficiently in advance of the wearing surface to
a) Low the proper curing of the bituminous rlaterial but
shall sell; 1)C npplied y1 l': In n( v•']t 11(1 lore its
Roadway g. Ito :: n'l pit'' li l: all, r''n' tnr;"111(* -
u • J i
14, x'1 fl:
1
• adhesiveness ;'n a result, of heir covered with dust or for-
• eirn material . If the lick colt bnc'v'ies damaged or covered
'di tII foreirIi nn 1. c'r in] p' Lor 'Lt) 1,1 tic 1.718 the wearing surface,
such wrens r1i I.L be retrc.aterl a1the expense of tile Con-
tractor.
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(if) Checking Materials_ - Before ';he final estimate is al-
lowed, the Contractor shaIJ. fill- receinted freight bills
or certified copies thcr^n;lerr shi.nments are made by
rail, and certif1ell wei:*ht; li '15 where rr.^,ter-als are re-
cci'ted othr=Clr1SC than by rat 1 for Cite nri.nle or tack coat
malerial, actually used In the con.t!•ucLion covered by the
contract. The Contractor :,hall not remove the bituminous
material from tank cars until the outage measurement has
been secured by the inspector, nor shall he release tank
oars until the final outage hap been ascertained in the
sore manner. The C9,1trnc1.rn' ^,1-n1 I P11ridsh the Engineer
with outage tables for- :111 hi"' •rim ,-ece,ivr;t on the job
,-!o,1La;.ning h-i.i.nm:inou.r In•7tr, ;:,l,
BMIN4111oUS SURFACE TREATMENT.
(T Description. This item shat l car',: ic•t of n surface course
composed of a single or multiple applicaL:i»7s of b:ititmino'is material and miner
Si. aggregate constructed on an approved base conrsc or surface course in ac-
cordance with these .pecifications. 'I77e r117mbcr ,r irentments comprising the
filiri aC^. col, -',r t,r1 br conntl )'.Le'] a11 j 111^I i,,•iing j,erd nn the pl al75.
The near! 1' ill„ l:wild i]1i;-1rl'D j¼.
:';';.I:Iiin(T or L le existing sur-
face 1.s ,1cit. 1 '1)TI(:I(l"rp.l as 1`einrr sllbsiJlL•11', .11, I: I•r - 1.1^;1`-Irrt l.n tnl^ ttrm
(b)
Materials. All materinis
r.'in 1J Input
the requirements provided
under Section
506 "Materials and Equipment
ror Bii:luilnouc
Surface Courses",
Standard Specifications
for Highway Construr:tinn.
::i-ti:
Supplemental Specifica-
tions, n„bl.iobr,i
ir,; nrl'.^'leas State Hi.fh: n:;
(',,r'i:ainn. 7.hr i_it.;;",ipou. material.
shall be a linnid
Curia; Cutback ASphal.L ,1r
:17, r•1 ,I
rJ:"' Plrr'Ial.t. The partic-
ular grade of
bitimin`is rnteria'l that, ::'c,lI
l.r- ,r:^1
v;.lj 1r.-Iroignnhed by,
the Enciner.'
The class
or
l:ii.frral
aggr'
ate for cover
colt
nontrl-i„i
to br
urn11
or any
par-
ticular
job
will
be
that
called for cm
t'in
i"•nrn-al
:;cbndil
e.
(c)
wort:; and :111
executing nu'
Construction Methods. Thr L.rlt„.
crinipmclrl., toO1:, and mrxhi_ll^,, .r n.1 I.1
furl or th' '-r'n- ri'a1.1. hr-,i'i^:' L',^-
n,mj-rnrt
1 ,,,-ll.i.a:;
ai,i,rol:l].
in performing the
rnrterials and
or the Engineer
before the w,1rl'
i..-L:%rtrI rind 'd11clinvC' •).,I•I ., 1;9
(: r: ,..-
P'vll l- be changed
and imp*•nvr.l as
Ivirlirrll by I -he L'S1(:i„nrr, 11 ruin
Ilr anr; machinery
used. �n'Irl, '.C' :I:' Tilln i 1ler l 111 n r7rl i,i_vin �tni-' •r,',], 1.1.1„'
ments r1-0v3d rl i11 ti r secl::ion h)atnrial.1 aI -7 rgii:i nr9nnI;
Courses." No bit1'I.en shall be apulfe'9 111 ✓)I1 a]n
moisture or after a descending air temperatl!,e fr^.1j.
:1,)(i .,,
far
nontfI-ninc
bn_low
F. inept, the require-
BJtu111:tuous Surface
excess
7Co F., or until an
ascending air
temperature reaches 650 F. Special p:rrcaut.i.on
shall be observed
to inrur•e a uui-£orrn
distribution of the bi.l,llnirrnrs ,nairrial.,
^nd the distrib-
uti-ng machi.re
:a,all he ::o idjnnt"-' nnri ,i,r,' h.n.t :1,- I;n'Ii:;
riL'ute
o,:rnl.;r, at
fill t7'1In.: tin
,n^),lr pi n1'1tC7•ipl bni,v* el nnl'i nil n^l
71 1^n
_'-b - ni'
r 11 i ,
}i 1 I,L,rp_1^ rlai;e-
iln., i,,n.' i,..; n ;.,.' ,li :i.'n,- j1'1 ; il! -
:CLELLAND ENGINEERS
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rial
stopping
upon
Lie road surface it
or starting the Pistri.i"
r:-(ress or the q,lant.ity speri.iled,
l;in(r rinnidnr, n:r'1'rinr. 1cn;nre
caused by
or otherwise,
will
net
be tolrrrat.ed.
Die surfacing may be treated in half widths in order to allow the free passage
of public traffic at all times. This method of construction may be alternated
from one side of tie roadway to the oth"r to per"it an economical distribution
of the suri'aciiig I1atr•-inl -
Traffic may
be aiioved
on
the
comnlet.erl mr-Her
ii!rditrl.y after the cover
material has
keen
^prc.,rl
and.
ml led
L) Sweeping and Cleaning '- B^Corr the b:itir.dnous material
is applied, the surface shall be ;;wept free of dust or
dirt. The sweeping and cleaning, operations shall be car-
riea only far erloughh in nd-rarre el(' I.he application of the
httuminoils material t0 in:'alre th :;�; I"i'"rr+ bring prepared
1'r riper 1 at the ti ire or fl in ien .1 m.
(2) Application of Bitunl.nour I'.ii.c.ri-J1 - After the surface
to h treated has been rrej ed nr. pcci.:!'icd above, the
bitwninous material for the surt'3cr• 1;reatment shall be
sprayed uniformly over the rilrt'nee by means of an approved
mechanical pressure distributor t.o the lines and at the
rate of application indxca',(-d or the plans or as directed
by i.he l?ur:incer. The I;i I.'1'"-i' o u :Intr'..in] Th ill be applied
al. I,lle tei:1JlC''at.11re 1'ar?lc• pry, r.,i. in-;.illl ^•nr•t: i_on 506. See
(l,) :,,rre,
The
eorfnces
o1' all si,'-' 'I. 3••c :
• l 1 be proLi=ct0rl by some
satisfactory
rll(thod to prev(;riL
I;l,ni.r aei113
disfigured by
the
application
of the 1i 1,nnino,ls
'aleria]
for the surface
treatment.
1'hi.r, shall inelwrte
•^"lvcrts, brides,
handrail,
r•arrl
rrn•n
rnv.birr; JT'1 (i.}i
(3) Application of Nincrr,l /'m'et'te - Immcdiatel,y follow-
ing Li:e appL-i.cation oC the bni.tin' i rina ln-i Ler inI , the cover
c;,n'1 0r wineral- apgrcSnte rllnl' 1-e r"i-£itl'i.hiil'.rd over the
hitimi.rous material to ;.he Li,,nr 1r n;: the rate of appli-
eat;inn indicutcd on the plait; -,r ,,;,..rr: I. c.t by the L'ngi-
iieei-. Tne cover coat sh:' I 1 in '' - Lr i t^;t^C r7enly and accu-
'al:ely to Lnsa;•r a 8'aooi;il r,..,.,..,. .,r.J rti.;:L:'Lbut:i0ll ehal.l.
be made by the 3ncans oi:;l I r,f rn ainn-ovcd, type.
191e apinl.icati. 071 of the '.J L':•;'i..... il.rrinl nn(: the rate of
1.rocrr.'r n" -I-he n lil'i1 t 'I'I:i:,.'. In:l.:`r ,.gall c1ci.r:31d upon the
III-oc.Cer J rlf rrrc'i i-i.r l; �',.o :. ,..1'i 1 inn Ir'j-la1
Ari.er bi. tLlli]1n OU "1-r - :'1 i p a",,l ;r•i, l:0 r[llYL1 ➢ellt Ol"
,rnrfir nr any kind mill 7-c r, -mi Ltr 0'1 Uic surface so
treated until cover nIaterinl is v-vplici thereon.
(4)
Brooming and
RollinC - ]rBied-ioi:el.y
following
the
plac-
i_ilr
nr ,,in cove
crni: ii ie!i
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R(:lrlwa,• Ttar .^, rl ll i I: nl lJ7i,.,,; (iiir'('.^,ei17�r -
CLELLAND ENGINEER
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II Nie sl"OOt.h ar11 1lpi inrin i•y '•.Lc' ;:C Of t'7'Ur'ms awl the 5ur-
r;?rn ",, n•n IIOLl `-c•1 1I ro r ]da of nr pneumatic
1 1'1IIl (r;', i'.L,..i nt- t,111 I'll II11r- „III-i-at:i ,,p 1;he siji'face
:hall 1- J. e, ,,..Itli aril[cn r:] by u:d.n,g approved drag
brooms not .less. than eight feet wide and ten feet long.
The drag broon shall have a rigid frame fitted with a con -
U nuour. row of fiber• brooms on the front and back edge and
Oil Oe die.goll7l In rl1urll a Illn'Il]:?r' i,h:`1., they will. be in con-
tact with Ll'r: r•n"fer ?1111 :.i,:,71. }'^ I rcrnt.rd so the rows of
bloom: 01) t}1e trnnL1''••1 r•' :e,•e I,r•,-nr.ndicular to the
'n"'1vuil'T rep I:^I') ine-
The brooming and rolling o1,^.ration ahc11 continue until the
cover material is thoroughly embrrided. The entire surface
shall be broomed and re -roiled on the day following the ap-
plication an11. hroomtng 511x11 cone i nne fo,- at l east three
de Is frcl lownir t,l{" nr i'1 11:']1.11`7 r,1' 1/11, ,/`I' I 1 •Icr'lnn Il neees-
I.
"'ll':' 1'::the lrl ;ineer.
loch Job rnC:11 be pql; i t•t•• :1 '�: i l :, i.', <, • c11 1 cl-s, one drag
h''OI,I'1 and. (,lie r;)t:I'y 1`I'r"'I I'�1' I "I (ii ^i ri. t'n,t,nt' ber.11e, Used
on the work..
(5) Second and Successive Applications - If the work in-
volves two or more appii�-'l.JI>ns of bi.tunlinous material and
mineral aggregate, the r''.c: or anp1icnLi.on for the materi-
a'r :a:i17. be those arcc:i.fi.- 1 n: 1:11r 11lall; r'" ar. dcsi na'ted
by the Engineer and ihlc rsr Ubl]I) r3' our `•[', t;-i.Or) `dill. be the
m^ as for the f:i.rsi enplieel.i.•l'l, and it ::hall be placed
(:nl}' after the first ;lr•I t jl', 1.11,x-. 1:-, r: Sr
rn ^n ±s.f•., c'SOr.ily
completed and cured.
The succeeding application ].r:y- be
ing the j-rcc•crlinr opt ? i r•n tirnl, ;,I
Rngi.neer, providing i.h<' 1';tulu1 '
cover .'3r`,rrI-cGaLc has bnr,)nlc' ft.J'nlly
dish].?cerl by brooming. 111 fore :'11
shall be swept thoroughly so thnl.
gate is left which m'igiit- c'uu sc n
applied nil the day follow-
I.11e d1.s1"•etion of the
firmly set and the
rI'bcdded so as not to be
rl.irnitlon, I.he surface
no dust or loose ag'e-
rl an^ of cl.envare.
(5) Chocking Materials - flr fore n c finrll r; L..tn'ate is al-
lo::ed, the Contractor 5}'-11.1 1i]c . ••ci.n"tc i :rreight bills
or certified copies t',lirrnnr ",;a ^1 ;'ll ! ^:'.1!'t.:: :„•c' Mile by
rni. 1, and cer ti. t•i ed 4' "I r* 1 i i 1'I :a u•i.n ha'I,er:i a.J.s are re--
criyed lyl ktcrdire than by i 1 , 1 n'- t}i^ Ill.i.'vid-TIous material
aet;lnll,+ Iced l_n the `.O'1=. tilt (',".`I,I"Ict.nt' :h,nll not remove
?ny 11itu'^inoua;c Iaterial 1 ....(nil: cs 'RlltiI the outage
ilica sin- anent h3.^. been 1e,'31'r 1 by Lb Illspel'tor , nor shall
he release any tank car until thr rinnl o'tage measurements
has been ascertained by the Inspector. The Contractor
shall furnish the Engineer with ohmage tables for all indi-
vidual tank cars or tank tracks lJsed to deliver bituminous
m.l teri..^.1 to the lob.
Ro'1d;ay }3'^r :"II:i li:i_i_1g17J,olI^ }i'11'fC.7nr - S
rr IFII AND FN@INFFR
I
I
I
I
1
I
ASFITALTIC CONCRI'TE SURFACE COt'Rsi';.
a) DC>Cr .jltlon. TiTs t:eu• ;'.hn]1 ''-",.si:1t of placing 011 asphaltic
hot mix s,.1rfa(•r' conrrc a^ hem'.- r'tc1' ❑r', o'JI, i-i• the DETAILED SPECIFICATIONS.
The mixture shol.l. be composes of a mineral 0u1;rrrcntr& uniformly coated with an
approved asphaltic cement and shall be laid upon the base as provided for in
the DETAILED SPECIFICATIONS and in conformity with the lines, (-ades, compacte
thickness and typical cross-section sb r),..:r on Vin 1)l ails,
(b) t�fl`,11I7tIS�LS I
] Mineral tu'.rregatr - The mii`ca1.=u-crerate shall be
enmf'osed Of ;1 ,'n'?"GC :ire"I'n-nt. •1 nn :,nrrntrgte alld min-
crol. filler.
Coarse Aggregate shall consist of crushed stone of rea-
sonably uniform quality throughout, clean and free from
an excess of dust and from flat o'- elongated pieces.
All coarse agg-egatc,shall have a 1:`crcento�e of wear by
the Lo:, Angeles abrasion rncllir'e I:(;.t of not more than
for 11n se or hinder ^.OUC"-e^ nn Ire for ^L1rfn Ce courses,
is per A.S.T.M. Tec1, C-1':1. Tlin r''cr-c;:;.etc(: shall be of
s Ic11 nature tint a Lii Or )I' gh ^ 01L''llr 01 tba I'i ti1:n:LT ouS
tj
material will not strip o['f upon contact with water.
Fine Aggregate shall consist of clean, tough, rough -sur-
faced grains, free from catnip, lo-im, and other foreign
matter. As de).ivercd to tile mi xrr it rha] 1 be free from
clayey lumps or loosely 1-ondc'i u-egnl.ions, and the
individual particles 1]' 1 I ['join :''1'erin;r lu^t.
93 - .100% sh?11 par„ a 11). ]n : i-cvr ;'I,ri 'I'it, more than
1, (tIflLJ pasr:L l'o. `t r: ::?r::',n
Mineral Filler shall consist of thoroughly dry stone
dust, Portland Cement, or other- :`1'tificially or naturally
poir3ercd mineral dust, ;:'-'" LO 1''vi of -.'liich will, pass a
}do. f t1 meth r icv
(2) Asphaltic Material - rr, c nrl na 1-i, cement clia11. he pre-
pared from petroleum, and ahnl] 1'e hc;:ngoneous, free
from water, shall not roarer w)iell ht
e^cl to 314;0 P. and
s11a].1 comply with the rcqui:r" L:ivcn: bel.ow. }for^,oge-
ne_•.t:y char] be ]rterri.I,r.1 ti`r Olsen:;ia Srot Tent,
rn),:t t.ibp real ll t::: H -'-r- r 11,.,... I.lr
T cne ,,fi 1.1011 0f0n Il'i,k 1 ,"'.
IC!') t=,., 5 sec . . . . . . . .
Flash Point, (L'levc1: ^'I ()nr 'iii
jot less: 't)nin . . . . . . .
1. i
. .
1,
. .
H I:
. . . Pr
r'
. . . . .
to 100
450
1,u:3 on Heating at ,:,I 1'0
cr't, not trove than .
Penetration after loss on
. . .
heat.irl0i
a
. .
nor
. - . . .
r, of
1
Original, not ] esr. t.hnn
Ductility at. 770 F., not.
f c'ri,.i}?ility in Cnrbnii 'f.','
. . . .
] e^s than
ichl')ri(IC ,
. . . . -
. . . . .
nrr
70
100
can't:, rot. Jess i.l.:n' . .
. .
. . .
. . . .
99.5
CLELLAND ENGINEER
1
Ii
Ii
I
Ii
1'h(` a!10Ve res111'L� ^}III) }� f,r•' minr:l 1v. i lln I`QI10Yi]11
.nr ill o
Pcnetratiel ,
,t,3,T.f4,
Method
of
Test
1) 5.
Flash Point,
A.S0T.11.
Method
of
Test
D 92.
Loss on Hertinp
at 3250
F., A.S.T.M.
Method
of Test It
61
llnr:tiljty, ..S
.T.Ir1.
Iiet.i'pJ oi'
'1'n:l.
D
1.13.
SnJ.ubillt,; in
Carbon
'.I'%t'.'a 1il
'ilr,
P.,^.1'.P1.
I•1ctllod rlf
Teri; D11,
�
tXcr +t. 11•0
1
1
i CI, ^,
,
i-.. ,
:inrtcad. v1'
Cfr,, ❑^
."Ii ^`tl-,
�
I
.,Crl
*1` 1.
(3) Mixture - The nli.xturc 0'' minecrll nfgreSate and
asphaltic material shall be in tl,e following propor-
ti01ls by Weilr]lt. rj:LnVCr .;1::,]J 1,Vc A(IDarr opening:.
S.Le'C Size
!':-w.1: I. Inc l:a l,('•1
.Lo
t -nfl
1n
11VO
4 U,_n
#200
t10_9'
Bitumen %
5-8
Al. ).en,sL ogre -ha] f of
the 1
c 1. '' f 'i r
j n t),,. 1200 r:ievc
"1:'1-11 ('O111I)l' wit:l LIP'
r ll i_
'c lf,,; ,. . rt..
.•.Jl:r •:,l _rillcr
no case chatl.
f:i,C : i
r 1
n .. .n La in J.
LI'a1' ii • (r) 1'r;T'c
Ij'In,•"l
1''11 r,
_
The exact amouI t, of bi.tII19c,, Flial I to Eie l.,rrnincd by sam-
ple mixes which must x110:1 gT'ai!.' r0*.^pl ^tel;Ir coated.
Samples shall not blend when cn`:Ir".••ted . 1.10 ,change will
l.r, .,^rlr in contract ny-icr .F i s.r iP Q,Iant3.ty
'tf t'1 iii n":n. .,
T'IlC 111:1 xturc' ^hall be ile;;i'n.' fnl' n •7r+ns:i"t.,v pot lest than
91.1,Ti nor mrn'e thar: 91%, whim ter 1. :] in nccr,l'(I 2p4!' uit:}` the
JIVeC'n I.1'_''thod• The ffllX't.tl:'Q` cil:_11 rC iI r':: -I -r'' fr,-- ,n 11`rcem
Stnbi}.lt,v of not lcs th•:1, °''
T5,C T'rnpor"t:ioning of i.ile
v I ,•
f•''1•-
r'a„1.Cl] .;`1-
J1!'t0
thr a(:rha.l.+,ic
rli;ctu^n
1 r I
i -c Lr i
l,' the
Engineer
alai in
a'1cor'dan:c with
tJjr•ar Pl rr
^i •nljrp..
J'•n
J:ticrin('CI•
[il' 1i5,^,
a„t"h 0x1:9.1 1'C f,'r(1n
.L -,Li•.. -
•;l;, l t1'''-
:'r cr`.^,
- it any
1 i..lr i
, •:ll 1•.1x1" (1 :' 1:,-
1
T},(? 11ants
Fila1.I. be no
ri C. ',Ir�l ..a
or,l'i l '+.'
II.
i, U'l:i
operated
:1, to
n*'orl,lr•e a r; xturn
.c.11, jr I,}n
i(I!; 'n.:;
L,)1crapr,c
:nee -
ii'i.ed.
The plants ehn1
l : (•'I' f l„
rrl 11 . i I e
wci'h
a.
batch
tyj"' or the coli.I.n110115
mixl.rF type.
Requirements
foi- all
;n J.-3ni.:
nhaJ_I oe to set
nut in ,i-1,1x11
fir, ?
;Wn;;
Plants"
.xi
l:O.v. 3..., .. Iin^r)
•1'i I l: �i ;.�•.iniv
�,. r�: �•f.,.•i.n'r
- lf,
CCLELLAND ENGINEER
Ii
S tcinda^d rI)ron-i ti.r•..ti.nn:1 r�rr Iii('lrl:fl)' f:011g1,r1", i1,, 1 7»'
1' ^h(,.7 Lam' I C ,'' ,p .•.,1 rll:li.r. r; _:,'.:'I:j I;�Y:.--i—i-J,r rl.i lla
11;n11. "'i1911 :' n r.. L,,. .: t1; ..,.i i.":r.,• 1,1 nrI)111( 'the
J^?Ylti.t` 0?i. nl (}1n ..ale rnali,r,i the
'o cati_Sac-
toI'y ItroseCll'tl.')21 of the ,job ^i'.,;i._i n the n1nci.f:ie'1 time.
No nroduc'tion nr inn t of-I"'I Ln+,rn'1 nrl rnr n n?7dor this
1 t.nr•.i 'jr- tj nnJ ..1iC 11r•i,. n .,, I:i I Lhr .I^}, r crt-in 18
hna }ner! n1 r" .: n1 .
o!i,n rt:,C. ':'1'r:I C.': ':i' •i I 1 I •tf`.•.1. '1.1" I'' f)l'p, f`l t:J Ile?
n?IdeT. Lhcr'i :;..n..: r t.`;r' 17:11 I in ";I IntLoil to
I hn. Engillee'.' rii' irJ,i_ q,n1 ''r �4lie, ;:rfT:1!n i, 1,11,'1 o' t 1, i. al
rij.xturc to rir'terinlne fir' jnl.' i'nr,''l a,
Trocn]. rl t . i_ 11S in :'ir:?1 n :,I- i '1`:!1", wi]n nnrroved
1'
'
C UI'n rlt f`rl n!f`r+t-it .. ,lf '.,1..1 ,. ;,.rA n'hnr 'rn.;iy nr I nl, l:s
i•'r. 1I rvr in
(c 1^:)(Ur5 :ITI •i'rgnspO,. :l l_�if P'1_ n!_Ili_t_,17•f. Tit r'i .zf.lt:3'^I7U t}'-
cit Irl11)1'1 1 1 % r' 1'fr .i"r'jn' [1 L, „rr- t. :.. 'r r'- { ) 1'r lr: n rr• r
ion 61(_ : >. y 1 ecaa�.:i 1
sh3?.] be t. r, t'. , -r .rni, cegCegnti.pn 1) ma(.n,..j.nLa. '1'rl 'i1xLU h0]!. LQ hei`t
1 piict1ca11a level 1,lhiie being d-iccllargc i i`rl, T'r"'"i ocds. me rni;rture steal.]
be transported from LI'n priving plant to Lhc' Hor'lt in '._cht vchic]es ti/ith metal
bottom p.`n,.rj.ol,c]y cicenecl of all i'orn-i.l'rl 'i'•]'L^, i01". iihnn directed by the Engi-
''ne' the vrh i^Ic,.- eh;lll vnlll-1nbl.y a,....,l iI,r.: . l.t, I r:eh 1r.:3ri shall b' Coverer]
Fl _i.t%1 COT17:15; OI' Ui 'I r'r.' :.a J. t.a Ut4 IPn LCrj;71 r,:' r-.If'i,.rn•'�. •:i,.r I;IJ TrOL"Ct ii: f'roill
wciltl:n.. r•r,lr'i.'i i "11 ;, ' ne in,,^,'i1 l{ l l
1' ?.}r±(lc' 'Clr, n ' ,•., ). ', •'.l•I'i.'In.', 11..1.1 rr),• Lou'Iii'Ig 1`?i.:'.-
1.1'1-,. !.r,- i.r, I i. 1, i1 , lli''.l. n:. 1^i :j th ;1 I:r :.,r rli I,.. ,. ,. .i,l :,itn jlJ:;t before
!oara 1.,, i. ";:"r'A. I): is l':"11•:7111 l:i-Il ni,;. I't 7) :{ r r I:.t )fYln.' ^1, 11. be sent
out ]'d tee i.]' {,il( ':r;) to Jute" ."q^[' \Ai ill :'11T'n;7 r1j'- all') n71.11 1cLine the mixture
during daylir11t ,:mess artificial 1i llt r:a+;iRfgr`1') ;; to tic' lingi.neer is pro-
vided.
(d) Placing and Spreading_ '.Iliti'n nlir•i 1+r1 :ji r i,r-:rn r) -:ii,., e in the
shade nt 1ah:i.' 1' sear,. '1 tic concrete may ten 7n j.'1 st111 t tIe -cr1 Wit' ri.sinl' or
lino r., if fal.l.1))') T:'.J n::nhalti. concrc'^ rhalJ t, 1:1i'1 ;✓ilcn there is frost
in the fn7ndailioll culn's:r. When a sLronrr wir,i ir: h_nLri!,r •)r .ontl'i'17ions other-
wise are Sr ` lCll lint ti e *':1tCrlal bero"nt h i lled L) do r:i Lc';:1„ V1r1CIl it the
opinion of the J'd3 j.i ice. prevciit:: proper in;ci l i n;' :111.1 L'lr„",r r' cnnso] i.dation�
the Engineer nh-111 ::t", the" ]nlyinf; of I:hr :....,,,;.. 1'Incir;' shall
not st.gr-L lI'Ii'.j.1 j:rin'r r'f).r1; 11.7,, In, ;71..'
`Ehe corft.ac't, ^Ilrf-u'cr- nr all. nt;rr,•.I l`rn," a.:� :1 L' il•,,r ,1 ;l i.tl;•?-. 1'i Un
I,1,1!^,olt,,
InaLerial as n^'+(1 1n 1Alp IpI :i IP 'e.
11'41 '1 s11!1, 11 Li-'' I•'i: ljr ry.. r, ,,11:11.1 1;1 !s!f] ^L :1 I; r'•.I .n: Cl f l I r.- „r I',..:1: _._l i,,) 3(l i3O
F. a„d (Ml!; 111''rrl an ;1j io'ed hone 4:1?.l f'41 ra 'lry. '1'1,•• •'11 :: 1,11 ,C,ha1.1 1/P rl(`liv-
a1' d on Lfln ln it 1 "hljfl1lrn wor1l:gb1 n I rl''I "": t'1rr.. w„1 c1l w,: 3-1 11'1` 1111^e the flen-
t.
s1t;f herein cnrej i`.i nri ;, I ,r i'i ua] COmpn" Li .ai
hr I('•.' t_`• ,1:.1 1i ll'r r. (a rail _ I1
'� — McCLELLAND ENGINEERS
The asphaltic mixLur'e ^hall be :'rrcrl by ci•'a i of a meclianical self -powered
paver, capable n" shrc'iding th rni..:Lure i'•ne t.-! the line, (rrorle, and crown set
by the Engineer. the Sprcadinr nquipmoti!. will i•e operated in such a manner
that no supplemental spreading, shaping, or finishing will be required to pro-
vide a surface which will comply with the requirements for smoothness contained
herein. Motor graders equipped with pneumatic tires with a blade of not less
than 12 feet and wheel base of not less than 16 fret, tight and in good operat-
ing condition, may be used for r•preadr Iir 1 e•, el i nt' corirnes.
When the asphaltic mixture is placed in a narrow ol,rip along the edge of an
existing pavement, or used to level up ranali rirern. of an existing pavement, or
placed in small irregular arcas,where the use of r finishing machine is not
practical, the finishing machine may be eliminated, when authorized by the Eng
neer, provided a satisfactory surface can be obtained by other approved method
Immediately after any course i.3 screcrdrd,
started., the surface shall be checked, an;
accumulation from the screed removed by n
and before roller compaction is
inec,ualitien adjusted, all fat sandy
rncc or hue, r-nd ill fat spots in any
course removed and replaced with satisf':act.cry
alignment and. r -I arle a] ong the outside ours
tion or remova 1. o f' rlixture before the nil1rn
wi.cri3l.
sh'il 1. tiso !•c
i s rhl 1 crl
Ir'regu].arities
rnrr'rcted
in
by the addi-
When the mixture is to be spread by hand, upon arrival on the work, it shall be
dumped upon a steel dump board outside of the area on which it is to be spread.
Immediately thereafter it. shall be distributed into place by means of hot
shovels and ^i rend td. L11 hot rakes in :i 1 uo:'e layer of nn:f.form density and cor-
reet depth. Tines of the rakes ^hall he pH; lr;s Lu•in unc-b31.f (z) inch
longer than the loose depth of mixturr arici a;p ccr• 1,eLucen tines shnlj. he not
less than the l.,aximuri diameI;er of agF_r'rgn t.e t:'i,i C1 r;; rye Ct: i. Lhet in no case
should the spoce.a be less than one (]) ii(:l,. L^:•:' halt not be dumped any
faster than they can be properly handled by the :tevel.ers. The shovelers shall
not distribute the dumped load faster than Lb can be properly handled by the
rakers. The rakers will not be permitted to stand in the hot mixture while
raking it, except where necessary to correct errors it, the first raking, in
which case they shall be equipped with stilt s3nd::1:,. The raking must be care-
fully and sl i]lilil.l,y done in such a mani,rir that af•Lcr the firc;t psssaftc of the
roller over the raked tnlxtrire, a min:i.m,1"i -rauuut of bock pct.ch1nfl will be re-
quired.
Placing of mixtures shall lie as continuous as poi;sible aid the roller shall
pass over the unprotected edge of the frrrh-] iid si.,,l r :,h1 . w}len the laying
of this course in to be di_scont-innc'l f tin cu; Lo permit the
mixture I:.o become culled -
Forms will not be required when the finirhinr m:lc'hine ii: „r rich type aF, not
to require rortx- for grade cont.rul. Wiic.,; r•.;;vr r.„ maple-'] Lhey shall. have a
thickness cqu;il to the' Cl,r. iha c"t.^d surf;^C co at'e ;•nIl ;•1;- 11. l rm:iin in place until
final surf=,cn I'ini.;;hinf, ether 1.han rolling; ]v'o ti''eli cn'rp]r.i.r:d.
In placing a level -up course with the sfrcnding and finishing machine, the
forms, binder twine or cord, shall be set to line and grade established by the
Engineer. When directed by the Engineer, ]nvcl-iii' sha].1 be spread with an
approved motor p:rl.rol. _2 nrlrr.
ji^.. 11 j. 11,11II,,I]C ;'„1'tl,ejr _ ]^
CLELLAND ENGINEER
Ii
Immediately ad.iaccnt tt curbing, ruttrrs, nriiiho'es, and other structures the
wan ring coui rz" S'llxt'lre '*a]' he fA"%'ld U•''I=i/'1] ^O t117t after compaction
it will be aplroxi,C' to y onr._m- L r (i) :birh nitre Ic 'The elgT?;; Of mich struc-
tures.
II
II
Longitudinal and transverse joints shall be mad.e in a careful. manner. Well
bonded and sealed joints are required. Joints between old and new pavements
or between :Uses Ssive dafs' work ^};]1 its. C7r^t',!]1v node in such a manner as
to insure a thorough and. continuuu-, burn 1',ct,wecri the old aria now surfaces.
Except when a vulvas -rope joint is tics%: (or taan :crre joints, the edge of the
previously la i,1 course shall ho cut, had to its nu11 depth so as to expose a
fresh surface, ofbcr which the hot nlixt'ue :.hr:.].] he placed in contact, with it
and raked to a proper depth and grade. hot smoother;; or tampers shall be
carefully employed in such a manner as to heat up the old pavement sufficientl
(without burning it) to insure a proper bond. Before placing mixture against
them, all contact surfaces of cold lon};it'Idina]. joints, curbs, gutters, head-
ers, manhole::, etc., ahai]. be cleanrd and i,ain'nl •:7i.th a thi3, uniform tack
coat of a ty1,e sp^ci.fied. herein.
In inn' .ng 'the ;jo].Ilt oloI1 i any a(ijoini.tlg ed(;c it' P',t 9(, r:urb, cutter, or an ad-
joining pavement;, and ,IfLer the hot mi::bn-o ir. 1'L:.ced i;y the finishing machine
just enough of the hot material shall, be carried hack to ii]1 any space left
open. This joint shall be properly "set-up" with the back of rake at proper
height and level to receive the maximum compres::ion under rolling. The work
of "setting -up" this joint shall be performed al'.;.ry;. by competent workmen, who
are capable of r^•Ikirlg n correct, clean snail n^at. olrt..
Transverse or longitudinal,
matter shall he t.,rinied.
joints aec:umulat.ing; Inud,
hack to the sat.is3'act.i on nl'
dusk.,
the
or other foreigi
Entri ricer so tFtt�t a
proper
bond or aaphall.]c.
concr'ct^ wi1'I b•- cLt+3in (, nt.
r31.
joints.
(e) Compacting. The mixture, as soon after it is spread as it
will bear the roller without undue displacement or hair cracking, shall be
rolled with a 3 -wheel roller weighing not 1rr•; 'I;h•,n 10 tons. Holier wheels
shall be equipped with scraping and sprinl:Jirr; devices an,i shall he kept prop-
erly moistened without excess of' oil cu -aatcr. RmJling shall start longitudi-
nally at the sides and proceed. toward the crater. Each trip of the roller
shall overlap the previous trip by at icar.i,J fl.. s]t^rn3Le trips of the
roller shall be of of ightly didifferent 1 ^_' I i Ti's .rvned of the roller shall
not exceed 3 mile,n per hour.
Where no curb exists the roller wheel. chn]I overlay the shoulder a sufficient
number of times to compocL the shoulder firmly ug,,d.nrt the pavement. 'Dien
rolling shall be done diagonally in two direc1..tot:; with n tan(?ern roller weigh-
ing less than 8 tone, the second diagon<'1 r"Jlinq cror iinj, t1in lines of the
first. If pavement width permit:, rolli„,-t s% -h•,11 ••1: o hw •;t, r:i.!-1rt. angles to
Lhe center line. RoJ.J.:i.n: r;hn.lj be cont'nur! 'mUil :!I I c!'i`.'G s have been re-
moved. and 92% 'to 95;3. density att,:,ined. i'r•�;llnn:ical I'.•'mp^r:= chill be used for
compacting in locations
i.nacen;;s:ihl.c to Lhr_
'-o.11 cr
Rr,:: is:+:; P,gr rn 1 RJ1 niriOll ; 3i:rfTci.rlr - 1_)
cCLELLAND ENGINEER
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(f) Testing anti Correcting Surface, For the purpose of testing
the finished surf:acc, 11 Len I t • ;'ool. a' i r;�, t. n •; _e rl a ) I,e available on the
work, Del're.^..:)iori .th'i.r•ll I:1:Iv Mir• , 00 at :`r t.'In t y' ,11 ing shall be remedied
by loosening the surface deprc: ;ions awl hring:inl; to a true surface. Should
any depressions not be noticeable until the final compaction has been made,
the surface course shall be removed and anfficiont new material laid. to form a
true even surrnee,
r'The fin!shcl L Inve:ncnU Gm -f') a': nun) I Mlle+r 11')'l Cvi:i L.LO❑ from the rrellcral surface
in excess of ore -sixteenth (1/16) inch pCI foot. •':= Ilie"inured in Lhe following
manner: A Len (10) foot rtra:i.JhL e-3gc r).J 1:'(•1%)cc�l parallel to the center
line of the roalltray so a to bpi_%lge nn; y d(1:r' :;i.ou Ordinates measured from
the face of the straight edge to the surface of the pavement :,hali not exceed
one -sixteenth (±716) inch for each foot in d:Lstance from the nearest point of
contact with :.I maxi.mum permissible vari.ni;ion of i.hrec-sixteenths (3%16) inch.
Such portions
of the
co!llpleted
pavement •ia %lrpe
J. n(:C'.ive in
finish, density,
or ro:npositi.ol),
or
ghat do not
comply i.r :31.1 "r°::pe
r;+, '.pith
Lhc requirements of
the srecifica'I.J.ona,
shall be tnl:en
up, rn'no,cd
ri'1 rnplc,cnd
with suitable
material, pro1,'ri'
I
I:]!r] iii .']cco"dance w:i I li 1".I1r
n .,`(• i. r74'I I,
I onG
(g) Opening To Traffic. No Traffic ha11. be permitted on the
asphaltic concrete pavement until it ha:- received its final rolling.
METHODS OF MEASUREMENT.
a Gravel Or Crushed Store B'inc Co,;e. Work ]'ri'orm'd and
ma tic]'i.al accrpLed iui'icr this i'i r IJII L,•' I'"" .. ti!^ !'nrraetcd cubic
yarn) incite" n] Ir l'1:1Ce roil thr .30)nl d ) ,'! I,'
(b) Prime Or Tack Coat. Pit.r,:..i.liau:; Lirii,cl actually placed at
the direction of the Engineer will be measured by the gallon and the number of
gallons will be determined by outage meaalrcnent.s of' the distributor as deliv-
ered on the road, based on a volume constant of 600 P. Deduction shall be
mode for number of f;')1. l ons not nctnal l;/ ',':`7'1 r1 1 • . t' g !ncr r)i the work.
(c) Bituminous Surface Tre:'tr.rn+.. khn-': c•mmr'ieted arld accepted
und'ir thin itnnn wi.] t be niensu'rc I as ful
M].nern). atrgre,f!te aci;u:)I t,y nl,lecd within the -1.ifIit•s
shown on the plans or an di.rectci by the Engineer
will be mea5llrc1 by the ton, nn'i scale ti.cicrLs yen i-
fyi.ng such tonnage shall be rlelivclyd Lo the 1?ngi-
neer, Allowance wi.11 not h^ )•laa^ {•or '.r;j., L'�/_^. Or'
nlhr5.iilcoge of material fillr']n_ al.. LI"1r;'1 La Li cit I'rolll
1.ic 1.Cld i'ng i.e Llin 1'r,)^' ,••,^ '''
Ilrtn^, i.]K%i1 mntcri:ii :: i.'i'!1,y 1`19'1 1 Hi, Lile r1i.1•cC Lion
o)• tiie Engineer will be ric GUT"- by Vic g ton and
the number of gallon3 delivered oh the road will be
determined by outage mensu.r•ernrnts of the distributor,
based on a volume constant of 6G° P. Deduction shall
be made for the number of L•311.n':: nol; actually used in
the nerform:lnce of thn "o 1:.
10'laia y P. c.n .+'1C flii:."x'11 o�: GUtf:l;^ill? - 1.11
CLELLAND ENGINEER
11 (d) Asphaltic Concrete Surface Couc'::c. !cork completed and.
accepted nndcr tliir: item will I :ncasurel by thr-Lou, rrd ^.rn.lc tickets veri-
fying Glick tonrngo ^11:111 hi rlr i..;....ed I,n '!hc` hr'1';innr'•.
• BASIS OFF PAYMENT.
(a) Gravel Or Crushed Stone Base Course. All work performed under
this item and measured as provided above, shall. be paid for - at the contract
unit price per cubic ynrd bid So' ' "Gravel or Cvurlicd Stone Base Course," of
!, the particular cicss or classes called for and fu'ni.shed, which price shall be
full compensation for furn:i.rhi.nt; procesring, ant lo+di.ng all material; hauling
and delivering on the fond; ^prrarlLll( f:i.nj_shanr ':1i!t c(n'l;nct.'.ng; and for all
labor, equirment, tnol r, and incidental rt ii 171 to comlleLe the work.
' (b) Prime Or Tack Coat. Work completed and accepted under this
item and measured as provided above shall be paid for at the contract unit
price bid per gallon for "Prime Coat Application" or for "Tick Coat Applica-
tion," as the case may be, which pr:tce ci1a11 be full. compensation for furnish-
ing, preparing, hauling and applying aJ.1 bitun:i.n(rin material; for cleaning and
sweeping the surface; and for all Labnr, rm.:ii1rr"^I.. Loots and incidentals
' necessary to r.omJ>1et" the work.
(c) Bituminous Surface Treatment. Wort: performed and accepted
under this item shall be paid for as foLlow✓s:
Mineral aggregate measured nn l:rnvided above shall
' be paid for nb the c'ua,r:,r_t unit la ice bid per ton
for "I>linr'ra]. Aggi'egatc in Bl.'t'P'l.l:'0LIl; Suri:,cr_ Trc'ii:-
melit * of the lnrLici'1n7^ e'1al„ (•.,'I n'1. rni' cm f.l'r,
RiLuninous material. measured ;+: irovided above shall
' be paid :Cor at the contract unit price bid per gallon
for "Liquid. Asphalt in Bituminous Surface Treatment."
The contract unit pricc montion^1 -tbove shall be
'
full compensation for i'tu'njrtl_ilir=„ 1_oadiiig, heating, haul-
.ir.g, placing, and appl.yjng :i11 mn-Lnrinii i'or all labor,
' cleaning, sweepin rol_l:i.ng, eyii i_lnn^nt, tool G, and inci-
denLJ.G necessary to c')'-)Jei. thn iron.
(a) Asphaltic Concrete Surface Course. The various items,
measured as provided above, will be p-ii.d for at the contract unit price bid
per ton for "Asphaltic Concrete" and such payment slia1L h:e compensation in
' full for furni^hiriG all materials, labor, cquiiprienl., i.00lr, and lncidentals,
including the cleaning of the old pavewrnL rind l'erfn,:vi.ng the ,ror1; in accord-
ance with them sTIecif:i rn ti_orc. 11401 "',,1l' lit. l:i,l 11r `^'d(la'- f.::c'; eont materi-
aJ. used in f)-11.1ng 1.,1.^�tii'l i71'tl 1n1.IIi.?, :'{f' II .! ; I1r "1'eT•:., I:-inholes,
etc.
II
iioacL,:a - Far :nil 11111niiou'is Si:r' acing - 15
McCLELLAND ENGINEER
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N E R A i '; q fl i I' 1 .J
AP'1E'+DUfi TOW)!. PASS '."i! iJ'IT"oU; WirACIPJG
, ASPHALTIC CONCRETE HOT_IIIX BASE COURSE.
I Phis item shall consist of n hire ser`e Ccmp05nd of a COmpaeted
mixture of minerl 0f?,?7"date and asphalt, rnmr'-ut -i'lrl s:hall he constructed on
the prepared subgradc', It shall hn ^rm"r:-i i f irtxturn nf, mineral aggre-
' gate and asphalt in thn fo.11ewir-s; prt:a<rl inn- by ",ttht:
Mineral Agate Tyne 1 Type 2
Total retained on 11" sieve - 0'
Total retained on 1" sieve --•-
Total retained on ?/JI" ;ievo 1 s� - 20
Totals t: t.als i en z.' :,_eve - - 70 4)
Total 1'':in<I rc %J} Sieve- 450 -
I 6)o
Total 1 isnr'I r:n g10 sieve - "1' 551 - 30u
5
Total p-nzing 940 sieve - 15 - 2j
Total y3ssina. H2O0- sieve -�_`+--^- _ r 00 - 7
Bitumen: - 3.7� -%?- 3.T 7
' — renel:al ccmrc5Ai.r'I limits set forth it t.19" ,above are r -ist!'r ranves of
to?.,: `nCe to r•nvpr.n m lht.ures made from au' 1.1 'rlteri.al r^seLlnsrocificati on
xe:'j,i1 t•mr't't„ a.ld :1'r:: maxlmoin and mini.'!r'n1 Iri' i1] C'A,-sere The ''sn3.n"cr shall
• �••• ' r C r1- 'I)1`1•('•'(IS mixture fr,'r r-, r.l n•„la•_' c: -Frog 5rlti-lt"' the above
llras willoh in his judgement, will ho su+tab.l≥ and the maximum permissible
variations from the job mixture shall be as follows:
Tot -n1 retained on 2/h!' sieve ---- a: 7'
Tot.-iI retained on #4 sieve ? 5
1. retaine1 on 1r sieves _ t ,;
' T•,I•1 t'nrI1r 'lh') 51o,jn ...- 3�
T 4.1.1 rR•'.S user �f7(t7 s3 nyp - }
TRmnrrltnrc` 'f m.ixturn on rl"l 1':'
The corrt.acregnte is thit, fr,. ct'tr n. (r' n -i.nve and shall
consist COf .-: z ,nt r" '+. ..tree.
rushed storm SF,' 33 ^r; :i *.. of herd. tct:gh, flu' _t'le fragments; of reek of
uniform quality, free from an excess of .,c[t particles. The stone ;hall have
per cent of wear (Los Angeles Test) of not more than 40 and when subjected to
5 cycles of the soundness test the loss shall not exceed 12 per cent.
Gravel shall ronv-irrt of hard durable pchhlrs free from an excess of soft par-
ticles. The ¢ravel :hall hnve a per crnl. of wear of not morn than 40 (Los
Angeles rcistt nxcr=rt. !Then used in Den- r „!rd art. Nix r'"rt1" 1 rearre the per
'' - cent of ue-u: •;i";11 to net, more than . J ..
„0�11'a •d ^:0 :"'1't 'l tnm.i^r "; ..''ac 111 16
—tdcCLELLAND CONSULTING ENGINEE5S , IPlC-'-
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C rilhc:3 gri v. 1 .l'= th.ntt gra:•et. �'i 'ht.ch n'r" I,lt C!1 r" -I ( 11f%'{ re'r cent. of the
particles have ho ll pr:ndllce(t 1i'Cf^ 1r) nr rir'.inl'' by Clat'hing operations.
In order to inure col^.,left c l : fii.ns . ttla--Tral,e1 before crushing shall be
retained on a sieve with a minimum openinn one-fourth (L") inch larger than
the maximum size permitted in the specifications for the type base or surface
course called for in the Proposal.
Fine aggregate is that fraction pa;.^lux• t}' "in h .11 consist of
o ., )c.Je, aUl ..,a
clean, haIYle '{'17ahl't 1'eri.iClec of n: fir") 1^°I ni nLoue nind. nr combinations
of thp two.
All mineral arogregates shell be rniforn!y t'•>li r-'"adi,d from coarse to fine and
free from lumps of foreign material. They shall also he free from adherent
films of clay that will prevent thorough coating with bituminous material.
The fraction passing the (1140 sieve .shall have a plasticity Index of less than
four (l1),
The mineral iillez r.Ita11 consist of Iirr;" "it or Portland Cement. It
shall be fren from hi'r'e nr foreign mqi n•' .1 .).:' ..; 1 { ri .:(. 'II" fuilowitlg
gradation rt i'tirsm'?nt.>:
Total passing 1/30 :;1eve---------------------- 100`0
Total passing #200 sieve ----.--------- 75 Minimum
The aphalt rewrnit; r -hail he prepared firm r4rrl••,,a The penetration limits
for we In 7 o1T'ulfT:; flh' 11 be r'rem fifty ti) t•ai ntle hutt.'i` ed (100), but i,{1P.
penetration ,;rld^ withi❑ thF limits ;;h-t?P i^ .r^'if1^•t by the 'i;i,ne°r as
fifty(50) ,o -;:ate (hr)), sixty ((O1 to r....ef;ty 1-)01,-nr..,l; (70) to eighty-
five (95). rr ni"h',y—Piv'• 11.51 Ir) one tu'1'tn ' / 1.
The asphalt cement shall be homogeneous, free from water, shall not foam
when heated to 3)47°F. and shall comply with the requirements given below.
Homogeneity shall bn determined by the 9ii^n^is ao+. Test, positive results
being cause for ''e. lent-1Pll.
Ppnetzai.ion at 77' F., lr"I g., 5 ----- As :notified
Flash Point (open cup) ------- -----•-'
-'- - 1450 F, limn.
Loss on hcat.tng at 325 F. 5 hrs.
---- -
1- tay.
Penetration after. 1osr on h^•'tin,,
,•I
cent of original ------- __.._
..
„ ;;,,.
Iluct11If v it 77`' F. -..______ _
1' ••', 11 u1.
t In C^,la ----------
nu C 'min.
Compaction
' h^ll I,r t • :ured •;: nn -in& et ,:1'`
.. T, .,
11^ i relict, weighing not
less than
two I:'Tm3 c l (:' 10?) ; ..,nd- S,<., i+' -1.
of
Fe?'n s minimum of ',.::o
rollers in
r :rt'ti.11I.nn'lltio,I will he ' 1• iiel
rn
•v -h hut, one of which
shall be a
tnnden rol.l.er. At Inst one r,1VVr
oft
each job shall weigh ten
(10) tons
or more and nn roller shall, weigh
less.
Lhan eight (';) tons. Final
rolling will
be done by a tandem roller.
Each roller sh-lll be equipped with adjustable springy scrapers fitted to both
the steering ani 'irivine wheel^, i.e,;e+.her 1=i U. n st-riat;ling system which will
uniformly moi:atcn each hee1. W'e'.tin- dec: n •-'hh s corn mztc; ;hall be
included whr•' ^ln-' 'rn: 1
r.. - :{r,,�.:.�ip:'t: ;;defacing -17
LELLAND CONSULTIFW EFIGINEERS , INC
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No roller x1.11 1^e '?nrn1ttnd or "•-: '.art ,•ids h 1 ", 't�t. Sr, f i.rst. class mechanical
conditi!�n, frrp ft'' 1•-•''k lash. Liu'; nn 4 1 ;1;, fnuit't rtr-erin; mechanism
or worn king bolts, an•) which rn•t f:•> tpverrr>.S noothi,;. 3ach roller shall
be in charge of a competent, r:xoerierced roller operator, and shall be kept
' in continuous operation as nearly as practicable. Drippings from the roller
must not be allowed to fall uoon the bituminous surface.
The mixture :ball l'e compactel while in a 7IPcti: coi:rlition and as soon after
being spread a^ if, will bear t''o woiphi r•f the r •ll.nrr; w+thnut undue dis-
placement.
ioll1ng shall start longi''dt!ally at 'slip rid^.: „'1 ,T'r•cPed towarcl the center
of the roadway, overlapping on successive trips at least one-half the
width of the rear roller wheel. The mixture shall be continuously rolled
until all roller marks are eliminated and no further compaction is possible.
Rolling shall :;rocerd it an average rn+e not to exceed fifty (50) tons per
' hour per roller nnrd no ):ollerr nbal.l br earn+Lett at a ::peal greater than three
(3) miles per heat. The motion of tV.-• rn11r':- ≤:hill, at all LS.mes, be slow
enough to alrci'l lleplacnrnent et the nit' ,r 1: ):il .ii _,lar-cm>n; as a result of
reversing the ir'ct ic•n of the roller, i:l firm n y rther cause! shall at
once be corrected by the use of rakes; .in•1 of firrth material where required.
To prevent adhesion of the mixture to the toiler, the wheels shall be kept
' properly moistened with water and/or oil, but an excess of such moisture will
not be permitted.
' The intent o! t.h?- ;prctficatiion is to 'c•Tte c.T^oth, debt, and well sealed
Joint.., at env :and all places where .joiiitn :I:.r r^lritel. When the mixture is
laid in half i•idtha anri a sat.it:fa^t )r': iiTl n' i -, not ; Pcurrri, or if breakdowns
' causea delay in 1lacinr the r,•:and hr1 , Ih' irii:l rift) i,n "ride by cutting
back and raintin'r wi i.h a thin Coat of hr•t n .'t6^.1+, crm;nt or asphalt thinned
with naphtha in the manner set out hereinafter for transverse joints at the
end of the day's work.
The roller. shall :tau; Over the unprotnc . -1 nnrx rf the freshly laid mixture
only when the 1ayl.np; of the course is ri:Isrnruti'n;sk9 fnr such length of time
as to permit the mixture to become chill 1. in all cases provisions shall
be made for proper bond with the new rriytr'rr• by r'ii t.ina or trimm,iiig back the
' joint so as to expose an unseale-1 or ara•:uanr ^':tface for the full specified
depth of the "oar=e. At the? earl of na" dt; n test k, ioints shall be formed
by laying anri repine; against loans of the tbici.ners of the compacted mix-
, ture, place'1 (cross t1)° entire? width r (' ft.n h-';" Lurie., or by other methods
as may be auptoved by the Engineer, lisnn the la•fur of the tour:=e is resumed,
the exposed edge of the joint shall hr ppal.nfel rr.itl• a thin cn't of hot asphalt
cement or asohalt cement thinned with na:'t.thn, an•i_ "he i-2.,:': rttttlir,n shall be
nkz'1 ac- ir,. ,.r t s,.
, .,, a st the joint. there, •,hl.y a :i ,r' 'fl.,. ,- ,n; rolled. Hot
smoothi.nr iron-; nay be +i:cd fo' n:li' i' nvtreme
Care Sh'4 i.1 1•n to 1y'1'3 [.11"11'•_ y- :'t'l.. r. .precis p-ylneI)t Will
11e made it r r'-rr_1 a n s r .afn stt.inn. ii;
s f ,._
) -1t r,
n
McCLELLAND CONSuLTIt4G ENGINEERS , IN;---- -
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GE1 TERAL pP: CII' ICAT.10NS
1'r I'. (7rf.c rml'
GENERAL.
Under this item, culvert pipe conforming to these specifications, and
of the type, size and. dimensions shown on the plans, shall be furnished and
pieced as directed.
REINFORCED CONCRETE PIPE.
Reinforced concrete pipe shall. connint of Portland Cement Concrete in
which steel ban teen imbedded in much manner that the concrete and steel act
together. The pipe shall conform to the requirements for materials, manufac-
turing, and, tolerances as prescribed in the current ASTM Standard C-76. The
class of pipe to be furnished will be shown on the plans and proposal.
The pipe may be rejectedfor, among other r^•lsonT: Injurious cracks or frac-
tures; defects indicating poor mixing nn'1 motilr?in`; Gunner defects indicating
honeycombed or ones texture; and !=cal 1.3 A^en^r "I,J•r:?' ore -half the depth of the
joint or extending mare than .four In rhr.r r l'aanil, the ci.r'cunlcrence.
CORRUGATED teAL PIPE
Corrugated.metal culvert pipe shall. be properly fabricated from corru
gated galvanized sheets. Each culvert shall be Jr•:de from the same gauge and
quality of metal. throughout. Culverts furnirlied, under this specification shat.
be of the full circle, riveted type, with la' joint construction, and shall be
perforated when r.recificJ. on the plans. The pipe shall conform to the require
ments for matcriaiu, manufacturing, an•t tot.^Pence prescribed in A.A,S.H.O.
Standard. Speci!:icntions 11-36. The rr;n,r e nr nor^ to be f,Jrnir:hcd will be shown
on the plans and proposal.
Among others,
the following defects are
specified
as constituting poor workman-
ship and the
presence of any or all of them
in
any
individual culvert pipe or
in general any
nhipmrni; shall constitute
s„frir;.M,t;
cause for rejection:
Uneven laps;
elliptical shaping; variaa;:tcm
1'rou
a
nLr:J_i_ ht center line; ragged
or diagonal
sheered edges; loose, ,nolc`
lines
or
n.peccd rivets; unfinished
ends; illegible
brand.; lack, of rigi.dit;; ;
br•'licrl,
::cair'l or brdcen spelter
coating; and
dents or bends in the mctnl
;.Lamb.
CORRUGATED METAL ARCH PIPE.
The renui.rements for this. item arc idcnl;:i.cr] to tllor.r` in the paragraph
above except tl?at thi!: pipe s1Jal.l he fot-mrnii te) Till I,i_i,9rr;lr camber than full
circle, con t'i.; ^'r:.1;ion
SECTIONAL PLATE PIPE AND ARCHES
Sectional p.Ln.tc con r ;: Led met it 'U•i cl,ure clnll. consist of pipe or
arches, Fabr:iai Led or corrucatert me1;i37. p1; C.c: jr: L:.l to t in the loc;:ltion spec-
ified in conforiiity with the lines an'l.. ;cr:He ; ciIo;,ru on the plans. The plates
shall conform to the A. \,S,H2O. Standard Ce,<•;;:i_tic;+,ion:: M-lr)7. The gauge of
the plate and nominal dimensions of the co,mi]el;e'I Arch ,hall he as shown on
the plans and proposal.
CLELLAND ENGINEER
Pile Culverts - 1
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BITUMINOUS co_;CING FOR coi1RUf;;; it HIPIi, of ii';;1}ti I111E ,',HI) :',Ro}1ES.
']'}l.l. •' i ! ,
.I 51''
�:rr.^'I.
'• rO1r•::l l.r l •,r i.,l
i �.r- Lorin 'r
i, 1 Led metal
arch pipe, or rr:ra.in
n:
1 ;,l::lc ; tI
r. ;l,l I t.=, •
,,, r, coatc+l
with bi'tu-
m-ino11.^, material..
`Elie
pipeor
:,t.r;-. ;:,i,] :'c r:,,,,_1rc':;
r_na'ked inside
and
out with an asplll:tic
coating an
hre;cri?•Crl in AJ,6;,}t.O,
Standard
Specifica-
tions 1M-190,
EXCAVATIO}i
(a) Depth. 1",^ Cor'.,•;.,1 i ,•,, -:! 1 f.;.:` l:cl..ir„ ;,t' t,,i, 1'Cever.
r'lhstances en^Dill terc•d Lo dc?Ah :!,cr.[•, '7r .I •i.l•..... l i1'e r_,a,:erts under road-
bed' SlP7]] 1-'e :71. '{,,,'h l, fl,) l,lrii Ihnl..r •-I •,'1 lr- •l ni„i•,nt dq,i) 1 1 of cover at
the shoulder:' Or. rn.
(b) Excess
shall be bachCil Led at
concrete, a:: direcfrrl
ria].S 11O1, regn'i, •'.1 r,l.
by !}'n Euri,ier. ;•n
Excavation. E'{er•:r excn;n•.i, 77he] ow required level
the C 1 1;' r'tl(• r 3 ':iy:r),'E 4ri t nrl;h 7ln(1, gravel or
by 1T'e I3"''inerrl 'l ml 'i I'lrrn ': i'I i:nn'rrd. Excavated mate-
.:
fill or ^'7C1'rjll -Il '•e .. n;lc ;•ri rrf,n ai.l;c Li directed
I't•n:; nri or . I), I),r (�.o I ir!•rn
C)
.. JOl.
(1 1 :.. 1.
T. .1":•: .) )'�
„r'.
i ^i' rr 111 r.•
1, t,11J 1(2
aO1].
I's C71^U'in tc c
i 1'i
; r l •r 1 (a n"
t., .l
L l r , t
r,l ;,.:"
n'
;j.11 he required to
,.
C:ir•q"F:'':C 1`C'^"
,.. ;i^Ie
'1 min].:^'tr'
O, j-i.
itir ,(, •' (, ''
I'r t':'TICI
;•ill he brought
back to grade .a:i.th
c]ean cr1rs:hefl
"•ocic
r)I' _•'• ^l.
I•'1;''lrnt
rot • over -excavation
Ord n].ac;.n;; or
't.h^
rt11::} psi i•oc'I:
^nv or
n' I" •'nr. l,f.
,• .rl r;r;
<leneading upon the
terms of the a,,nc.w,.-t,
1w•Ccll
tl.r ^rn
tr r'!; ,, ..7. .,rl
I1 'r U'.�.c:'
,- r
:.- i-nulnted in
the IDET'AIlJT C..FflCIP'IC5TiO
:,
(")
Ac•2v1"il atlerl W: t.cr. G(1,,..,' ,� ",r
! •�, 'I n:' ' l':r:l'tralr
, all
1e T7','l /lrf,
i;i) i'f'r't-
:.'l
!.(1..
r,.,yt' (,,a(,1•i"_n I) �..
�, ,-'II
3:eotre,
b`JJr
n•r'rl in_; o,`
nthr••
'.c7,,:'.
.,r'l,�.n,,+:
1 :i ;' e i." �l'l
'toy ncc•'I-"1^tea
inexca-
vation and
7 .
i;rel:(,7+
1t' rtterc.J
„n1,i]. t;'le ''.^;' i ';
ir c ,'Ip]-ct.e.
I•lo extra
com-
pensation
will
1'c laude
for
such 111,npinc,
(e)
Forming Bed
for Pipe, xlrr
Il,r p-1 r' in to 1''e
laid below
the
gr•o;'rd line;
a i.rcl:rb. -hall
be r{c:rrilt^_' in .'.
rr.nicer' 1 Eth
and to the
min-
i.mual width
uracti.cable
ror
worfi7V conri;i;r,..�•,.I,
ti; on• or
ti e trench
shall
be nlianed
to
coupon', to thr
*'otL-,,n o" 'Lilo :,r,r
it .,rrm".l a „rjFnr*Il.y
firm
bed
t;}LlO,7L1iO1t
i_t.r-
rt,;-' 0 1 c''rl'.l'.
1il'r.-- c': :Pl'Ill
e--.... 11 ra I,1
r•r..ei�re the
bells
where bell,
:^d
nrjr•n -ire
r-.,
n .,.1. (hrr„ ,..;_:
: 1 r r 1; ;.1 i
-
•. trench,
a
,,lllli•orml,y
firm
l.nn .rl1lal] i-r
]n•, •7r •, •, . 0c5 l it
--
. 1 r i'T. i-i,r. „
t,C
{.•-,
n'1 nr the
pipe.
(1') Rocl.. In ro:., r•(,, .t.o-.,. _ . i l . : ...,.. .-i n i,;rrr, below
bottom of pane. 1,n Inc ^:r-tli or 'r.,ccl r1 .1'l n-• 1...,,1 and tmnped
th OTOn^hly lr,.i ,'n,•,nlr-P ho rncrl•.:r :'•1') .
(1-) i1:r= of 1'L'rl.nt'i vr,^ 7 • !'
r n. „ ':i1n- ,r
^ ii- rer^C;:ar for
the nroeclltinr rl•_. . t'- v,nr' , t1,C Con!P•;r•.I,(•'. •'.,l n ..�,-,. ,,r -11 loc' l;date and
federal ]nw in 1•,,` hall. i;l ill' in1 t. ,•,:n ll"1. [7t, C:i.fl n.'j ve:: '1)e Contrac-
tor ,hall. take a11. 71c'sn,;' i r'r'.1•„tier .o , "i,r.^ r'or1r1 rtr• 1 aori', i ei.ghborinn
property, water li_n(:a, or other IInder,rrovll'Ii'rr t,lrr, Where there is danger
to struct rec or property from 1'lasting, illc (-If-, srs 1,x11, he reheed and the
material ^hall. be t-r-crri'crl --,,i th n11i'1'.abl e t.aa'1,rl-, ^t rel or roilo hats.
CLELLAND ENGINEER
ri.nr C: !l.' -r' -b" -
I_,
The Contractor rhal3 roti.f; ail OJ.,,:nl" Or T,,,hi.i.c 't;.1 ii.;' proper of intention
t0 Are e?:1,](l::a :'C:: :,t J.C" r:t njr'l!t l;Mlr.. ,n'n'-n ,1;-tlll_ i. ': lone CJ.O.^.e to such
prop^rl;y„ - ucr`:i .inn or 'ii "Cri; i_O`l O" ,:flr n' exn1.Oni-es by the Engineer
dOe^ x oI; in ru'.I` .[n "C '„CC I;1;r :O, :;i IJ I i I. Col tractor or his surety
for damage that ":.i:; be caused. 1'y s.ich li^n.
(h) Bracing and Shoring. 9"tr ':idc , or ony el;c-Jvation, rhen deemed
nece.c;;[lry, n1l",1.1 7•1'U1:eS'1;,'
n T
].j oi't.Cd -;i_tl lq;:+r i1;.r. [:h Orl P;; nr sheeting as
the netri ,noy 1:n. Siic14 brr.e
i1 l'r �
.iii( ;,nrl-lvlri.r,'; rid iJ-idr'i.un T s the work pro-
'. ire^sea. In r_:?^r Ithe excn;- t.i. on i•- C]Onc r„ -a1-1, In lilllJlillrrt or other founda-
tions nr. t,0 nl"'(1*1 Frei- i;l'n il, ^.t%li Iil 11.. 1..11n ,eP .`.11,
o; such bracings, then
thev r'1aJ1 be rl-rlc ocenre and loll, in r;' ;1'(: ':Jl' the trench bocl:rill.ed and thor-
oughly tempcO with the L acing in place Such - „'. rh—tll be done ,Alder the
direction or the Engineer. The Contractor wi.J.1. „ot be paid for such bracing,
sheeting or shorin,; chethcr it is 1•rithth'a;nl .n• i.crt in the trench.
LAYING PIPE>
()
Concrete
Pipe, Concrete p-iI,'t!_:•1J
bn 3_!5'J with hubs or bells
upgrale, rl,iirol,
call c I •111y entered iiltn '.l'(' ac7_u'r;n,'Ii
1• 1, or be] L, and true to
lines and ga:•adc.^.
l;i`;r"G.
<TOl1rt shall. y.n 1•,.r..-I;oni-n''
2,it'1nillonr compolirld.P, pre-
cast bitinnino`'i
COl!p'1.T11,
,T' rrrnnl; 1'lnri •n - 1'i !-,..inn:,
in'i_n I', ch ,
all- be used
where set -.1 r'ir'-l;
1,`/ 0 C
n',
,^.,
I.1
Ii
Ii
Ii
(h) Corrugated Metal Pipe and !reties, Wlicn corrugated metal pipe
sections arc joined on the work, the ends shall he butted together and the
oectiions jo1nrl o::ith n b•1nd. undo of' l;hn a;"'.r P,-,I;rr.inl as the nipen The pipe
:•11.1J1 be J[lin in Iii t(r'rilcll WI. IA) ':ITC L;^il:"-:, 1,r :'r,•tt:inpr' firmly ointed together,
Yli t}7 o, it r.;Ldn 1 c O" C Y•r,pn Peren-li9. it ]. ,inip I'- poj ti ril ,Ir,^-bream and with longitu-
dinal 1-apn on Pi,n nidr';. any nl^t-1 ill •jn ln 1. i1:7, i., not thor'ollgihly pro-
l;ccl-,r 1`" 1-'ll •.lil ^. t'nr ::jnii be cC,l„r'l dill.' ^,It l'- 1 Jr • rt- 'llai!m Tnintn
(c) Sectional Plate Pipe and Ixches. SllJcn a pipe structure is to
be erected in a trench, the width of the trench inu^t be sufficient to permit
thorr?ugh tamping of the earth b3ckfill nl;ainrt rvrry plate- but the bottom one.
The plate:, rim l_1 1.n r,rni,Lnrl :iJl ^t,•i ei 'cell(,r ,:11;1, 1:110 Pr' Illtifctnrer rS
reconiniendati or:J,
BACHFILLING.
The
bncki'illinl; :;round the pipe .11:11 I
1•r one `.ai.i:h selected. material
which is
free
from larlin
lumps or clod.
iid I,lin
': tcrinl shall be placed along-
side the
pipe
in Javei ;
not to exceed
(, i-,s
i„ ,' i'.i , and t.horonghly com-
pacted by
h r•7
l;• m1,i.nr
;1i -Lis mechanicol
1.n nt ni r
T•", hi rnl t rlcpth of the pipe.
Special car'
rlln11
T,e t:11';Cn
to coinpnr t
ti,r Ill
-,I ;r,• {,1n i,n,nclxeG of the pipe.
fill r'tnl.l be br'Oafil'1'. up ["Jenl,'1' on r -,r', •, I•^ r(,.- 4 - fl !1.11 1r1, ,I II of the
to :, "Olfl di spin c-:Prnl. or (li-tnl't1o',.
back frlJr.r1: vrdcr irdv::yr; :!n] ,rr'in to 1`n ] .-r'1, (":ca 1:rvcr shall be corn-
ed to den d.l.y equal. to that Of 'id,j:`r.nnt rf••iri ,,1- ''-'I.,1.9.,1 r.o that pavement
be piacnc iimllc,liately.
'Cr strut supports inside pipes or arches shell be used during the backfill-
rrocess w},rn doenlnd nrnensar;,' by this F.nr5JJcrr.
CLE LL AND ENGINEER
1 i1,r c'11.Vrr1;^ - 3
11
I
1
I.
I
i
1
I
I
TEMPORARY INTERIOR PIPE BRACING.
Unless otherwise stai.ed on the Plans or in the DETAILED SPECIFICA-
TIONS, all corrugated metal or c•rrugatcri metal arch pipe culverts of 48" di-
ameter or larger shall be braced temporarily with oak struts to prevent
deformation or "squashing" of the culvert during backfilling. Struts shall
be set on oak sills and shall support oak headers at the inside top of the
culvert. All details will be as shown on the drawings. Removal of the
temporary bracing may or may not be rcgnired and will be noted on the drawings.
METHOD OF MEASUREMENT.
Completed and accepted pipe culverts will. be measured by the linear
foot in place. The linear foot upon which payment. for reinforced concrete
culverts will be made shall be determined by multiplying the number of sectio
placed by the net length of each section.
BASIS OF PAYMENT.
Work completed and accepted under this item and measured as provided
above shall, be paid for at the contract unit price bid for per linear foot for
the respective type of "Pipe Culverts." of the sevcral sizes, which price shall
be full compensation for furnishing, hauling and installing the pipe; for all
excavation and ba.cki'il.ling; and for all materials, equipment, tools, labor
and incidentals necessary to complete the work. l}o extra payment will be
made for interior bracing of pipe culverts as required above.
cCLELLAND ENGINEER
Pipe Cu]Culverts - 4
1
DETAILED SPECIFICATIONS
1 TENNIS COURT,ROAD AND PARKING LOT CONSTRUCTION
WALKER PARK AND YOUTH CENTER, FAYETTEVILLE
' 1. Scope of the Work. Work under these specifications shall include the
furnishing of all materials, equipment, supplies and labor to construct
tennis courts in Walker Park and road and parking lot at the Youth Center,
I Fayetteville, Arkansas. The tennis court at Walker Park will be two new
courts, lined, with sealer surface, and will have a 10fence with en-
trances. A practice board will be built by the Contractor, provided funds
are available. The board shall conform to the details on the drawings.
The work incident to the above will include primarily topsoil removal,
t asphalt base and asphalt surfacing, fencing, concrete anchorage, hardware,
finish surface, and one practice board.
At the Fayetteville Youth Center, a road is to be constructed, as well as
a paved parking area. Incidental to the project will be drainage work
and concrete curbs and gutters, as shown on the Plans.
' 2. Public Property. The work to be done hereunder will be performed on
City of Fayetteville or school property. The Contractor shall leave the
' premises in a clean orderly fashion at the conclusion of his work. Top-
soil shall be replaced in disturbed areas, ruts made by equipment shall be
graded smooth, debris shall be disposed oi, and. in general, the area shall
be left with an attractive appearance. Children will be playing in the
areas, while construction is underway, and the Contractor shall use all
safety precautions while working and when parking equipment prior to going
off -duty.
3. Topsoil. In portions of the project where required, topsoil shall be
stripped first, stock -piled and re -spread over bared areas at the con-
clusion of the work. Some topsoil may require wasting on the site or may
be needed to fill other areas. All areas shall be left in a graded, neat
manner. Drainage ways shall be cut next, as indicated on the drawings in
order to "dry up" the work area and to expedite construction.
The Contractor will be paid for topsoil removal dnd re -spreading at the
lump sum price bid in the Proposal for the total approximate amount shown
therein.
I4. Graded Aggregate Base, (Youth Center). At the Youth Center, some
native rock material exists to constitute a parking area harascand.
This material shall be utilized to the extent practicable, with graded
aggregate, SB-2, being furnished and placed where needed to provide a
total base thickness of 6 inches over the entire roadway and parking area.
Base material shall be compacted to meet specified grades and to obtain
95% of maximum density at optimum moisture as obtained in the laboratory
by the Standard Proctor method. The existing asphaltic road surface.shall be
' scarified, disced and incorporated into the base material for the new work.
Large pieces of surface material shall be reduced to aggregate size before
combining the material into the new base material. Vill - 1
McCLELLAND CONSULTING ENGINEERS , INC -
1
The Contractor will be paid for the tons of SB-2 furnished, laid and
accepted at the price per ton bid in the Proposal. Delivery tickets
shall be turned in to the Engineer as evidence of delivery of the quan-
tity of SB-2 required.
5. Hot Mix Asphaltic Base (Walker Park). A four inch (4") thickness
of hot mix asphaltic base shall be furnished for the tennis courts at
Walker Park. Base shall conform to that specified by the Arkansas State
Hwy. Department as Type 2, and shall be laid in conformance with AHU
Specifications.
6. Prime Oil (Youth Center). The stabilized aggregate base at the Youth
Center shall be primed, after acceptance, with prime oil MC -0, or as spec-
ified by the Engineer. The application rate shall be approximately .25
gallon per square yard, with the actual amount to be determined by trial
runs on the job site. Thorough coverage by the prime oil is essential,
and stripes and ponding will not be permitted. Prime shall be allowed
to cure for at least twelve hours before placing the asphaltic surface.
The Contractor shall protect all exposed concrete surfaces while priming
the base. Blackened curbs, gutters or drainage structures will not be
permitted.
The Contractor will be paid for the total gallons of oil used at the
price bid per gallon in the Proposal.
7. Hot Mix Asphaltic Surface, Youth Center: Surface course shall be
2" in thickness and shall be compacted to obtain 95% maximum density as
determined in the laboratory. The mixture shall conform to that spec-
ified by the Arkansas State Highway Department for Type 2 Hot Mix
Asphaltic Surface. Surface course shall be laid with a standard, self-
propelled "lay down" machine designed for the purpose, and the completed
work shall be neat and smooth.
Walker Park: Surface course for the tennis courts shall be of the
following gradation:
Screen
Size
Retained
3/8"
0
#4
18-38
#10
44-60
#40
68-80
#200
90-98
Surface course shall be of 2" thickness, laid on a True grade, with var-
iations from a 10 ft. straight edge not to exceed 1/8 inch. The Contrac-
tor shall furnish a ten ft. straight edge for the purpose of determining
conformance with this requirement. Bitumen content shall be between
5 and 7 percent as directed by the Engineer. Surface course shall be
rolled thoroughly, to achieve 95% density, to eliminate ridges and humps
and to obtain a dense, impervious texture.
VIII - 2
LELLAND CONSULT!NO ENGINEERS , I%C
ii
II
Ij
Li
IT
11
Ii
I1
I]
1 11
I1
11
I1
The Contractor will be paid for the total tons furnished, laid and
accepted at the price bid per ton in the Proposal for the different types
of surface material. Delivery tickets shall be turned in to the Eng-
ineer as evidence of the quantities delivered and laid.
8. Concrete Curb and Gutter •- (Youth Center). Twenty-four inch (24')
concrete curb and gutter shall be installed as shown on the Plans. It
shall be laid on true line and grade and shall be finished with a light
brush finish. Expansion joints shall be provided at intervals not to
exceed fifty feet (50') and at all points of curvature. Joints shall be
straight and vertical and no honeycomb shall be visible at the joints of
the finished work. Joint material shall be 3/4" pre -molded, asphaltic
or tar impregnated fiber board or 3/4" Redwood, cut and trimmed to neatly
fit the configuration of the adjacent curb and gutter. Curbs and gutters
shall be founded on firm, moist foundation material.
The Contractor will be paid for curb and gutter, completed and accepted,
at the price bid per foot in the Proposal.
9. Concrete Sidewalk - (Youth Center). Sidewalk, 4" thick, shall be in-
stalled as shown on the Plans. It shall be reinforced with 6/6/10/10
welded wire mesh and shall have 3/4" expansion joints at intervals not
to exceed 50 feet. Dummy joints shall be placed at intervals not to ex-
ceed 6 feet. Expansion joints shall be straight, vertical and the adja-
cent concrete shall be finished in a neat, workmanlike manner, without
honeycomb or roughness.' Sidewalk finish shall be by brushing lightly over
the surface. Dummy joints shall be straight and uniform.
The Contractor shall be paid for concrete sidewalk, placed and accepted,
at the price bid per square feet in the Proposal.
10. Concrete Culvert Pipe - (Youth Center). Culvert pipe shall be in-
stalled as shown on the Plans. Size, length, type and location shall be
as specified. Joints shall be a bitumastic compound as recommended for
use with concrete pipe. Pipe shall be laid on a firm, compacted trench
bottom and shall be tamped as backfilled to eliminate future settling.
The Contractor will be paid for all culvert pipe of the sizes specified
at the price bid per foot in the Proposal.
11. Reinforced Concrete Inlets - (Youth Center). Inlets s,iali be con-
structed as shown on the Plans. Grates shall be constructed and placed
as specified. Exposed concrete should he neat in appearance, without
honeycomb, and exposed edges shall be chamfered.
The Contractor will he paid for concrete inlets at the price hid for each
in the Proposal.
12. Parking Lot Lines - (Youth Center). This Contractor shall paint
parking space lines on the completed parking lot surface at the Youth
Center in accordance with the Plans. Layout of the lines shall be furn-
ished by the Contractor and approved by the Engineer prior to painting.
VIII - 3
LELLAND CONSULTING EMGIUEE'S , IMC
II
1
No extra compensation
shall
be paid the
Contractor
for
painting
parking
space stripes. Cost
for so
doing shall
be included
in
his bid
for paving.
F
II
II
II
II
13. Signs - (Youth Center). Two signs shall be furnished and installed by
the Contractor. These shall conform to details shown on the Plans, and
shall be located at the north entrance to the parking lot, facing south
bound traffic. The signs shall be painted with reflectorized white back-
ground and reflectorized black letters. Background paint shall be applied
in two coats and all paint shall be first grade, exterior paint as manu-
factured by Sherwin-Williams, Watco or equal.
The Contractor will be paid for installed and accepted signs at the lump
sum price bid in the Proposal.
14. Fencing_ (Walker Road). Chain link fencing, 10 ft. high, shall be
installed around the double tennis court at Walker Park. Three screened
openings shall be provided, as shown on the drawings, for pedestrian pass-
age. Pertinent details relative to wire, posts and bracing required for
this project are shown following:
Wire: Chain link, 10' high, Full 111 gauge, hot dip galvanized
with 1.2 oz. coating, standard tennis court mesh w/1 3/4"
openings.
Tension Wire at bottom: Smooth, galvanized !9 wire.
Gate and Corner Posts: 3" 0.0. standard weight, schedule 40 pipe
hot dip galvanized, 10" diameter x 36"
deep concrete.
II Line Posts: 2" O.D. standard weight, schedule 40 pipe, hot dip
Igalvanized, set in 8" diameter, 30" deep concrete.
II
II
II
II
II_
Top Rail: 1 5/8" O.D. standard weight, schedule 40 pipe, hot dip
galvanized.
Corner & Gate Bracin�c: 1 5/8" O.D. standard weight, schedule 40
pipe, hot dip galvanized.
Screen: 6' x 8' standard w/3" O.D. posts and 2';" O.D. header.
Fence fabric shall
be placed on the
inside of posts
to protect the players,
therefore eight wire
ties shall be
required at each
pipe post to secure
the fabric thereto.
manner. Concrete
phalt surface, and
The work shall
shall be trowelled
all debris shall
he performed in
smooth, flush
be removed from
a neat, workmanlike
with the adjacent as-
the job site.
The
Contractor will
be
paid
for
all fencing,
including the three screens,
at
the lump sum price
bid
in
the
Proposal.
VIII - 4
LELLAND CONSULTING ENGINEERS , RIC
' 15. Net Posts & Center Tie -Down Anchors - (Walker Park). Four net posts
and two center tie -down anchors shall be furnished and installed by the
Contractor. Posts shall be 3'," O.D. galvanized pine, suitaole for a 30"
bury. They shall be equipped with top pulleys, net tightener, movable
' eyes and moveable hook. A special wrench shall be furnished with each pair
of posts. The weight of each post equipped shall be not less than 110
pounds. One center tie -down shall be installed at each court as shown on
the Plans. Posts and anchors shall be set in concrete as shown on the
' Plans. Concrete shall be 3,000 psi concrete at 28 days. It shall be vib-
rated carefully and thoroughly to eliminate honeycomb, and it shall be
1 trowelled smooth, flush with the top of the asphalt surface. Posts shall
be plumb and oriented properly. All work shall be performed in a neat and
workmanlike manner. Posts and anchors shall be Miracle/Jamison, or ap-
proved equal.
The Contractor will be paid for net posts and anchors, installed and ac-
cepted, at the lump sum price bid in the Proposal.
16. Tennis Court Surfaces and Line Painting - (Walker Park). After the
surface asphalt has been placed and accepted, and after it has cured for
a minimum of four weeks, a sealer and finish coat, with color included,
shall be applied. Mineral filler shall be added to the mixture, according
to the manufacturer's recommendations, in order to build up existing de-
pressions. Sealer/finish material and its application should conform to
specifications published by the U. S. Tennis Court and Track Builders'
' Association; a portion of which is given in the following paragraphs:
a. Fina.P Su•v6ace Liepect.{on. Prior to application of a color
' finish system the court surface shall be flooded with water
and allowed to drain. Any depressions thereupon holding
water deeper than one -sixteenth inch (1/16") shall be patched
1 and leveled in accordance with recommendations of the
manufacturer of the color finish material specified herein-
after.
b. Ccf('t Finish Mla.ten,iat. Color finish material for the sur-
• face course shall be Cosnricoat or Plexipave, or approved
equal. The manufacturer shall guarantee the material for
one (1) year from date of finished application against
chalking, checking, fading, discoloration, or other adverse
effects from ultra violet rays of the sun, from weather mois-
ture, or from weather temperatures. The material shall be
delivered to the construction site in its original unopened
containers clearly labeled with trade name and name of manu-
facturer.
c. Appficafiuu. The color finish course shall be applied only
after the surface course is thoroughly dry. The color fin-
ish material shall be applied to the surface course areas
in multiple applications in the selected and approved colors
1
VIII -5
L��McCLELLAND CONSULTING EN GlPo EERS ,
as shown on the drawings so as to form a true,
uniform texture and color. Application work
shall be performed by skilled mechanics in a
workmanlike manner in accordance with the man-
ufacturer's standard printed instructions; how-
ever, no work shall be performed when rain is
imminent or when the temperature is below 55 de-
grees Farenheit.
The finished surface shall be a true and accurate playing surface having a
grainy texture, suitable for tournament play. The color shall be dark green,
and shall be uniform throughout.
Base lines shall be not more than 4" wide and playing lines not more than
2" wide, accurately marked and painted in accordance with rules of the U. S.
Lawn Tennis Association. Lines for "doubles" as well as "single" competi-
tion shall be provided. Paint shall be as recommended by the manufacturer,
however, the use of traffic, oil, alkyd or solvent vehicle type paints is
prohibited. The Contractor shall guarantee the line painting against spall-
ing, flaking, fading or discoloration for a period of one year after appli-
cation. As with the sealer/finish coat, paint shall not be applied during
mist or rain, or when the temperature is below 55° F.
The Contractor will
be paid
the
lump sum for
sealer/finish
coat and line
painting for both
courts,
after
acceptance,
as bid in
the
Proposal.
17. Practice Board - (Walker Park). A practice board shall be provided, as
shown on the Plans. It shall be constructed of Redwood and exterior grade
plywood, and shall be twenty feet (20') wide and twelve feet (12') tall.
All hardware, including nails, shall be galvanized. It shall be painted
with three coats of dark green, exterior stain and shall have a 4" white
horizontal stripe (3 coats) at net height across the front face. Stain
shall be top grade quality, as manufactured by Sherwin-Williams, Cook, or
approved equal. All exposed wood shall be painted as described. Completed
practice board shall be plumb and straight.
The main support for the practice board shall be six posts of standard
weight, 3" galvanized pipe, as shown on the Plans. 2" x 4" Redwood framing
shall be bolted to the pipe posts as shown, using galvanized bolts and
washers. Splices in the horizontal framing members will be permitted.
Splices shall be lap splices, occurring only at the posts, as needed, with
the connecting bolt running through the splice.
A rain cap shall be provided, as shown, and the exposed edges of exterior
plywood shall be trimmed with 3/4" screen molding.
The Contractor will be paid for the installed and accepted practice hoard,
at the lump sum price bid in the Proposal.
18. Tree Removal -
(Youth
Center).
One
tree, located
within the
proposed
parking area at the
Youth
Center,
shall
be removed and
disposed of
by the
VII] - 6
I` McCLELLAND CONSULTING ENGINEERS , INC
1
Contractor. The Contractor shall exercise due care in this work, so as
not to damage the building nearby or to cause injury to children in the
area. The tree shall be removed in total, including all major root for-
mations. Soil loosened during the work shall be compacted to grade prior
to placing base material. In addition to one tree, a bush near the tree
requires removal. This will be included in the Contractor's bid for tree
removal.
The Contractor will be paid for this item, completed and accepted, at the
unit price bid in the Proposal.
19. Riprap
- (Youth Center).
The
deep eroded hole
near the
southeast
corner
of the Youth Center Swimming
Pool Building
shall be
filled and
dressed
after
completion of a grated catch
basin
at the existing
12" pipe.
6" minus
riprap
shall be placed on the steep
slopes
leading to the
too of the
catch basin.
Grading this area shall be such
as
to accommodate the
riprap.
Riprap
shall
be hand placed in a neat manner
as
directed on the
site.
The Contractor will be paid for the total tons of riprap, placed and accepted,
at the unit price bid in the Proposal.
VIII - 7
CLELLAND CONSULTING ENGINEERS , INC