Specifications for recreation area site work Tullytown Borough Park, Borough of Tullytown, Bucks County, Pennsylvania

[From the U.S. Government Printing Office, www.gpo.gov]

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SPECIFICATIONS FOR RECREATION AREA

SITE WORK

TULLYTOWN BOROUGH PARK
Borough of Tull~0qytown
Bucks County, Pennsylvania

TULLYTOWN BOROUGH COUNCIL

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CEE JAY FREDERICK ASSOCIATES
Environmental Planning & Design Consultants
103 South High~q'Street
-west Chester, Pennsylvania 19380

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.S64 21, 1982
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SPECIFICATIONS FOR RECREATION AREA
SITE WORY

TULLYTOWN BOROUGH PARK
Borough of Tullytown
Bucks County, Pennsylvania

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TULLYTOWN BOROUGH COUNCIL

CEE JAY FREDERICK ASSOCIATES
Environmental Planning & Design Consultants
103 South High Street
West Chester, Pennsylvania 19380

December 21, 1982

The preparation of this report and the accompanying drawings were
financed through the Pennsylvania Coastal Zone Management Program
under the provisions of the Federal Coastal Zone Management Act of
1972, (as amended), administered by the Division of Coastal Zone
Management, Bureau of Water Resources Management, Pennsylvania
Department of Environmental Resources.

SPECIFICATION OUTLINE

PAGE NO.

Title Page
Table of Contents TC-1
Instructions to Bidders IB-1 to IB-9

DIVISION I

General Conditions GC-1
Supplemental General Conditions SG-l to SG-17
Application and Certificate for Payment Form
Payroll Form
Construction Sign
Prevailing Labor Wage Rates

DIVISION II - GENERAL REQUIREMENTS

Section 2A - General Requirements GR-1 to GR-2
Section 2B - Demolition SW-1 to SW-2
Section 2C - Earthwork SW-3 to SW-6
Section 2D - Paving SW-7 to SW-11
Section 2E - Concrete SW-12 to SW-14
Section 2F - Site Drainage SW-15 to SW-16
Section 2G - General Site Improvements SW-17 to SW-21
Section 2H - Lawns and Planting SW-22 to SW-28
Section 21 - Fencing SW-29 to SW-31
Section 2J - Park Structure SW-32 to SW-35

TC-1

DIVISION I

INSTRUCTIONS TO BIDDERS

IB-1 INVITATION: Sealed Proposals will be received by the Borough of Tullytown
at the Borough Hall until ( TIME ) (prevailing time) on ( DATE ).
At the ( DATE ) scheduled Borough Council Meeting said pr-6-posals will
be opened and pu licly read for Site Work for Tullytown Borough Park located
at the site of the existing Borough Hall on Main Street, Tullytown Borough,
Bucks County, Pennsylvania.

Bid and Bid Guarantee shall be enclosed in a heavy sealed envelope which
shall be addressed to the Borough of Tullytown, Pennsylvania marked on
the outside:

"Bid for Tullytown Borough Park Site Work."

The Borough of Tullytown shall decide when the aforesaid specified time
has arrived.

IB-2 DESCRIPTION OF WORK: Bids will be received and contract let for the work
herein specified as follows:

Demolition of existing materials, removal of all debris, grading,.drainage,
installation of new play equipment, a park shelter including rest rooms,
fencing, construction of walls, picnic and sitting areas, a play area, a
basketball court, softball field, paving, curbing, seeding and other related
work, etc.

IB-3 PROPOSAL SECURITY: Each proposal must be accompanied by a Certified Check,
Bank Cashier' ck, Trust Company Treasurer's Documents, executed by a
corporate surety qualified to do business in the State of Pennsylvania satis-
factory to the Borough in an amount not less than ten (10) percent of the
Base Bid. Checks or Bid Bonds shall be made payable to the Borough of Tully-
town (hereinafter sometimes referred to as the "Owner") as payee or obligee,
and shall be submitted with the understanding that it shall guarantee that
the bidder, if his bid is accepted, will enter into a formal Contract with
the Owner; that the required Contract Bond, in the form prescribed in the
Contract Documents, will be given; that the required evidence of insurance
coverage will be supplied; and that in the event of failure to enter into
said Contract and give said Bond or evidence of required insurance coverage
within ten (10) days after he has received notice of the acceptance of his
bid, the Owner may retain the proceeds of such check as liquidated damages
or proceed on such Bond for such damages by reason of such failure.

The Bid Bonds or checks will be returned to all except the three (3) lowest
bidders within ten (10) days after the formal opening of bids. The Bid Bond
or check of each of the three (3) lowest Bidders will be returned within
48 hours after the Owner and Contractor have executed the Contract and the
executed Contract Bond has been approved by the Owner. No interest will be
allowed upon guarantee checks.

IB-1

IB-4 PREPARATION AND SUBMISSION OF PROPOSALS: Bound herewith is a complete set
of bid proposal forms. These are not to be detached nor executed, but are
for reference only. Estimated quantities contained thereon are to be re-
garded as estimates only. Bids must be responsive to actual quantities
shown on the plans. Owner assumes no responsibility with regard to accuracy
of estimated quantities and Bidders are forewarned that these figures will
not form the basis of an eventual contract for construction. Similarly,
Owner is not responsible for bids that are too high, based upon estimated
quantities. Three separate copies of the Form of Proposal are furnished
loose within the cover of the Specifications for the use of the Bidder.
TWO (2) copies shall be submitted with the bid, and one retained by the
Bidder. Both copies of the proposal submitted must be properly signed in
ink and all blanks filled in with type or ink. No proposal will be con-
sidered which is submitted otherwise than upon the Form of Proposal or on
an exact copy thereof. The sealed envelope shall contain the name of the
Bidder, his address and name of the project.

All amounts shall be written out in full as well as stated in figures. If
a discrepancy occurs, the lower amounts shall govern.

Each Bidder shall tabulate all the information pertaining to his equipment
and materials that is requested. These tabulations form a part of the
Bidder's proposals, and failure to furnish this tabulated information may
be taken as sufficient grounds for the rejection of the bid.

No Contract will be awarded to a Bidder who is a foreign corporation or is
operating under a fictitious name, unless he has complied with the propoer
registration under the laws of the State of Pennsylvania.

The following stipulations and descriptions of materials described and de-
fined as "Specifications" and the "Advertisement," "Contract," "Qualifica-
tions for Work," "Unit Prices." "Bid Form," "Form of Bond," "Addenda," and
"Instructions to Bidders," together with the Drawings, shall be accepted
by the parties submitting bids and must be signed by the parties of the Con-
tract. They are hereby declared and made part of the Contract and Bond re-
quired for the execution of the work herein contemplated and required.

Attention is particularly called to the importance of filling out all Alter-
nates, if any, included in the Specifications and Addenda and the amount to
be added to or deducted from the base bid for each. The Borough of Tully-
town may base a Contract upon the possible inclusion or exclusion of any or
all such Alternates.

Erasures, alterations or other changes in the bid must be explained or noted
over the signature of the Bidder.

The firm, corporation, or individual name of the bidder must be signed in
the space provided for the signatures on the proposal blanks. In the case
of a corporation, the title of the officer signing must be stated, and such
officer must be thereunto duly authorized. In the case of a partnership, the

IB-2

signature of at least one of the partners must follow the firm name,
using the term "member of firm." In the case of an individual, use the
term "doing business," or "sole owner."

IB-5 DEFINITIONS:

"Owner" shall mean the party of the first part of this contract and
is the Borough of Tullytown, Pennsylvania.

"Environmental Designer or Owner's Representative" shall mean the firm of
Cee Jay Frederick Associates, Environmental Planning and Design Consultants,
103 South High Street, West Chester, Pennsylvania.

"Contractor" shall mean the party of the second part of this contract,
acting directly or through his/her or its legal representative(s) or agents.

"Sub-Contractor" shall mean persons, firms or corporations having a direct
contract with the Contractor, and those who contract to furnish labor or
labor and materials at the site of the project.

"Plan" shall mean the numbered contract drawings which accompany the Speci-
fications and show the permanent work to be constructed, and such detail
and explanatory drawings as may be furnished from time to time during the
progress of the work.

Wherever in this contract or specifications the words "directed," Ired
"permitted," "ordered," "designation," "prescribed," or worUs of 1i
are used, it shall be understood that the direction, requirement, permissiori,
order, designation, or prescription of the Environmental Designer is intended;
and, similarly, the words "approved," "acceptable, " "satisfactory," or words
of like import shall mean approved by or acceptable to the Environmental
Designer.

IB-6 WITHDRAWAL OF BIDS: Bidders may withdraw a proposal after it has been re-
ceived by the Owner, provided such request in writing is received by the
Owner prior to the time of the bid opening. Negligence on the part of the
Bidder in preparing his bid confers no right of withdrawal or modification
of his bid after such bid has been opened. No claims on account of mistakes
or omissions in any bid will be considered.

No bid may be withdrawn for a period of sixty (60). days from the date of
bid opening.

IB-7 CONSIDERATION OF PROPOSALS: Competency and responsibility of bidders,
their facilities, experience in similar work, and that of their proposed
Sub-Contractors, and amounts of alternates will be considered in making
awards, as well as costs. Bids from parties not regularly and practi cally
engaged as Contractors for the scope and class of work bid upon, may be
rejected at the discretion of the Owner.

IB-3

Each bidder shall submit with the proposal, a list of installations
made by him, comparable to this project.

No bid will be accepted from, or a Contract awarded to, any party, nor
will any surety or bonding corporation be accepted as surety, who, or
which, is in default upon any Contract or other obligation to the State, or
to this or any other municipality. Failure of any bidder to have completed
a previous Contract will be considered evidence of irresponsibility.

Two proposals from a firm, or a corporation under a different name will
not be considered. Reasonable grounds for supposing that any bidder is
interested in more than one proposal for this work will be the cause for
the rejection of all proposals in which he has been interested. Any or all
proposals will be rejected if there is a reasonable ground for supposing
that there is collusion among the bidders, and all participants in such col-
lusion will receive no further recognition for this work.

IB-8 REVISIONS: The Borough of Tullytown reserves the right to delete items,
change quantities, and make revisions, in which event the final price will
be determined by the Unit Price of the Schedule. Where applicable, the
contractor shall be paid only for the part or parts of the work actually
performed at the prices contracted for and shall make no claim for damage,
anticipated profits, or loss of profit on account of such damage or omission.

IB-9 AWARD OF CONTRACT OR REJECTION OF BIDS: The Contract, if awarded, will be
to the lowest responsbile Bidder compTying with conditions of the Invita-
tion for Bids, provided his bid is reasonable and it reserves the right
to reject any and all bids or parts thereof or items therein, and to waive
any informality in bids received whenever such rejection or waiver is in
the interest of the Owner. The Owner also reserves the right to reject
the bid of a Bidder who has previously failed to perform properly or com-
plete on time contracts of a similar nature, or a bid of a Bidder who is
not in a position, in the opinion of the Owner's Representative, to perform
the Contract. It is expected that the Owner will study the Bidder's quali-
fications and award the Contract within forty-five (45) days after the bid
opening.
IB-10 EXECUTION OF CONTRACT: The individual, firm or corporation to whom the
Contract has been ai@a_rded will be notified ten.(10) days in advance of
the date, time and place for the signing of all documents. This is to
allow the Contractor time to have the Contract Bond executed and to secure
the necessary insurance certificates.

The failure of any successful Bidder to execute such Contract and to supply
the required Contract Bond and the evidences of required insurance coverage
within ten (10) days after the prescribed forms are presented for signature,
or within such extended period as the Owner may grant based upon reasons
determined adequate by the Owner shall constitute a default, and the Owner
may either award the Contract to the next responsbile Bidder or re-advertise
for bids.

IB-4

IB-11 BIDDER'S RESPONSIBILITY: Bidders should visit the site and shall be
responsible for having ascertained the surface and sub-surface conditions
likely to be encountered and other pertinent local conditions, such as
locations, accessibility, general character of the site, the character
and extent of existing work within or adjacent to the site and any other
work being performed thereon at the time of the submission of his bid.
Each Bidder shall carefully examine the Contract Documents, including the
Advertisement, Instructions to Bidders, and all other forms and documents
pertinent to the work contemplated. It will be assumed that he has satis-
fied himself as to the conditions to be encountered, the character, quality
and quantities of work to be performed and materials to be furnished and
the requirements of the Contract Documents. No allowance or concessions
will be made for lack of such information on the part of the Contractor.

IB-12 QUESTIONS REGARDING DRAWINGS AND SPECIFICATIONS:

Neither Owner nor Owner's Representative will be responsbile for verbal
answers to inquiries or instructions by any person prior to the opening
of proposals. Should any bidder be in doubt as to the intent of Drawings
and/or Specifications, he should at once notify the Owner's Representative,
who will send a written bulletin to all bidders covering the point in ques-
tion, if required. Questions will not be answered if received after 1:00
p.m., five (5) calendar days before bid opening date. Failure of proper
interpretation or making the necessary inquiry will be the Contractor's
responsibility.

Before submitting bids, the bidder shall request of the Environmental
Designer clarification or interpretation of any conflicting information
between -

a. Drawings and Specifications
b. One Drawing to another
c. Two or more statements in the Specifications.

If such clarifications are not requested before bidding, the bidder shall
be responsbile for doing such work, and furnishing such materials as necessary
to comply with whichever interpretation of the Drawings and/or Specifications
the Environmental Designer, during-construction, judges to be proper.

Figure dimensions in all cases take precedence over measurements by scale,
and figures on large scale and full size Drawings over figures on those
drawn to a smaller scale.

The right is reserved by the Environmental Designer to correct any errors
or omissions in said Drawings and/or Specifications wherever such corrections
are necessary for the proper fulfillment of the intentions of the Drawings
or Specifications. The Environmental Designer will hold a pre-bid conference
prior to submission of bids to review the work and answer questions the
bidders may have.

IB-5

IB-13 EXTRA WORK: The Contractor shall not be paid for additional work not
included in the plans and specifications or changes in the work involving
extra cost unless ordered in writing by the Environmental Designer at unit
prices; and if not, then at a price agreed upon in advance. Any extra
materials or work furnished without such authorization shall be. at the
Contractor's expense.- -

IB-14 BULLETINS: It shall be understood that any bulletins issued from time
time to furnish additional information to the bidders shall become an in-
tegral part of these Specifications. Receipt of bulletins shall be acknow-
ledged by the bidders on the "Form of Proposal."

IS'-15 PERFORMANCE BOND AND MAINTENANCE BOND: Within fourteen (14) days after
award of tracts, successful bidder shall obtain, pay for, and deliver
to the Owner:

a. A performance bond of 100% of the Contract sum, satisfactory
to the Owner, and executed by a surety company licensed to
do business in the State of Pennsylvania. Such bond shall
be in the form of a Pennsylvania statutary bond, and shall bear
same date as, or dates subsequent to, the date of the Contract.
Said bond shall assure fulfillment'of Contract, in all its pro-
visions, including any additions, deductions, or other modifi-
cations to the Contract, or full reimbursement to the Owner
for all expenses incurred by him in making good any default.
This bond shall also contain a waiver of notice for alterations,
additions, deductions, extension of time, or other modifications
of Contract as ordered.

b. A Labor and Material Payment Bond in the full amount of the
Contract Price for the use of any and every person, co-partner-
ship, association or corporation interested, conditioned for the
prompt payment of all material furnished, equipment rented,
services rendered, and labor supplied. or performed in the execu-
tion of the work whether or not the said material or labor enter
into and become component parts of the work or improvement.
c. A Maintenance Bond in the sum of at least ten perc ,ent (10%) of
the Contract Amount as surety against defective or inferior
materials or workmanship which in the judgement of the Owner may
develop during the period of one (1) year from the date of com-
pletion and acceptance of the work performed under the Contract,
as described under the heading "Guarantee Work" included herein.

The cost of the Contract Bond shall be included in the Contractor's Bid.

IB-16 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND LABOR AND MATERIALMEN'S BONDS:

a. Individual sureties, partnerships, or corporations not in the surety
business will not be acceptable.

IB-6

b. The name of the Principal shall be shown exactly as it appears in
the Contract.

c. The penal sum shall be not less than that required by the Instructions
to Bidders.

d. If the Principals are partners, or joint ventures, each member shall
execute the bond as an individual, with his place of residence shown.

e. If the Principal is a corporation, the bond shall be executed under
its corporate seal. If the corporation has no corporate seal the fact
shall be stated, in which case a scroll or adhesive seal shall be
affixed following the corporate name.

f. The official character and authority of the person(s) executing the
bond for the Principal, if a corporation, shall be certified by the
secretary or assistant secretary thereof under the corporate seal,
OR there may be attached copies of so much of the records of the corpor-
ation as will evidence the official character and authority of the
officer signing, duly certified by the secretary or assistant secretary,
under the corporate seal, to be true copies.

g. The current Power of Attorney of the person signing for the surety
company must be attached to the bond.

h. The date of the bond must NOT be prior to the date of the Contract.

i. The following information must be placed on the bond by the surety
company:

(1) The rate of premium in dollars per thousand; and
(2) The total dollar amount premium charged.

j. The signature.of a witness shall appear in the appropriate place, attest-
ing to the signature of each part to the bond.

k. Type or print the.name underneath EACH SIGNATURE appearing on the bond.

1. An executed copy of the bond must be attached to each copy of the Contract
(original counterpart) intended for signing.

IB-17 COMPLIANCE WITH ALL LAWS: The Contractor shall keep himself informed and
shall comply with all Federal, State and Local Laws or ordinances, such
as may apply. Special attention is called to paragraphs under Public
Liability and Property Damage Insurance, Workmen's Compensation Insurance,
Social Security-Act, Labor-Employment-Uneinployment-Wages, Hours, and
Assignment of Contract.

IB-7

IB-18 PAYMENTS: Payment to the Contractor will be made as provided for in
G-eneral Conditions and Division I Supplementary General Conditions.

IB-19 WORK AREA PROVIDED: The Contractor shall select areas for receipt and
orage of materia s and equipment if necessary in connection with his/her
operation. Such areas are to be approved by the Environmental Designer
prior to moving material or supplies to the location. Upon completion
of the work under this contract such material and equipment shall be re-
moved, and the property restored to a condition satisfactory to the En-
vironmental Designer.

IB-20 START OF WORK AND TIME OF SUBSTANTIAL COMPLETION:

The execution of the Contract by the Owner constitutes the notice to
commence work. Any work performed prior to the date of said notice
will be at the Contractor's sole insistence and expense. The Bidder
shall start work on or before ten (10) days from the date the Contract
is executed.

Time is an essential consideration of the Contract. Work shall progress
with a proper and sufficient force of workmen, and ample supply of materials
(to the satisfaction of the Owner's Representative) to insure substantial
completion of the work no later than ( DATE

IB-21 SUBSTANTIAL COMPLETION OF WORK DEFINED: Completion of the herein specified
work is defined as that stage when the installations and appurtenant equip-
ment included under this Contract have been completed and tested, and are,
together, ready for continuous permanent use and occupancy for the purpose
intended. After this date, there may still remain some cleaning up of
Contractors' plant or other minor work, which does not prevent permanent
use 9f the plant and accessories.

IB-22 FINAL COMPLETION DEFINED: Final completion is the@-p-oint at which all pro-
visions of the Contract, including the "Punch List" items are complete
and accepted by the Owner and Owner's Representative. The date of Final
Completion shall be the date the Final Certificate for Payment is approved
by the Owner.

IB-23 LIQUIDATED DAMAGES: The Contractor shall pay to the Borough of Tullytown
by way of liquidated and ascertained damages, and not as a penalty, the
sum of $50.00 per calendar day for each and every day on which there is
a delay beyond the date named for a substantial completion of the Contract,
to compensate the Borough for loss sustained by reason of inability to
enter into possession and on account of failure to complete the Contract
and such sums shall be deducted from any monies which may be due, or become
due thereon.

IB-24 EXTENSION OF TIME: Should the Contractor be delayed in the prosecution
or completion of he work for which the Contractor is responsbile, by the
act, neglect, or default by the Owner, Owner's Representative, or any other
Contractor employed by the Owner under the work, or any damage caused by
fire, or other casualty, or by-the combined action of-workmen, in no way.

IB-8

caused by or resulting from default or collusion on the part of the ~0qC~qv~8qm~qt~4qr~qa~8qc-
tor (burden of proof being the Contractor~'s) or abnormal weather con~6qdi~qit~qt~qa~qs~8qs,
then the time fixed for completion of the work will be extended for a period
equivalent to the time lost by reason of any or all of the causes ~4qa~qf~8qare~8qs~8qai~qi~4qd~,
which extended period shall be determined and fixed by the Owner's ~0qR~4qe~4qpr~8qe~qse~4qf~4qf-
tative, but no such allowance will be made unless a claim therefore ~qt~qs pre-
sented in writing to the Owner's Representative within forty-eight ~q(~q4~8q8~q1
hours of the occurrence of such delay, and then only when approved ~qfm w~4qr~qit~qf~qn~qq
by the Owner's Representative.

IB-25 EXTENSION OF TIME NOT A WAIVER: Any extension of time beyond the date
fixed for completion or the doing and acceptance of any part of the ~8qw~2qa~qr~qr~qI~qt
called for by the Contract~,~.or the occupancy of the site in whole or- ~qf~4qm
part prior to the date of completion, shall not be deemed a waiver by/ the
Owner of its right to annul or terminate the Contract for abandonme~8qmt air
delay in the manner provided for by the terms of the Contract, nor re~qT~qtewe
the Contractor from full responsibility.

IB-26 AS-BUILT DRAWINGS: Contractor shall provide himself with a set of blue
line prints of th Contract Drawings for the purpose of keeping a c~qom~0qp~qTe~6qte
record of all installations of work as actually installed and shall! ~qf~qm~8qd~qt~q-
cate all deviations from the contract drawings.

Upon completion of the work, the Contractor shall provide one set ~qo~i~qf ~qr~qe~6qp~2qm~-
ducible drawings with all the above information thereon. All costs of
drafting shall be borne by the Contractor.

IB-27 STATE OR FEDERAL TAXES: The Contract prices for articles, materials, ~qo~4qr
equipment named herei~6qF are subject to increase by the amount of any add$-
tional tax or taxes affecting the articles, materials, or equipment ii~8qm-
volved in the Contract imposed by or under the authority of the Fed~2q&~2q&~qT or-
State government, and passed or taking effect after the receipt of ~8qHdl~qs, and
shall continue in effect during such time as such tax or taxes are Taw~8qf~8qt~ql~ql~4qy~,
collectible; provided, however, that, in the event of such increase ~2qQf
cost, the claim must be presented within thirty (30) days, supported by
evidence of such additional tax, satisfactory to the solicitor for the
Borough of Tullytown.

~IB-28 DEPOSIT FOR PLANS AND SPECIFICATIONS: Plans and specifications may ~q1~2qhe Te-
viewed free of charge at the ~0qF~q-fi~qce of the Borough Secretary or E~qn~qv~4qi~qr~8qa~qmm~8qa~4qm~6qt~8qal
Designer and such other places as may be designated.

Plans and Specifications may be secured at the Borough Office by p~08qa~36qym~08qe~08qmt
of Thirty Dollars ($30.00) per set, which is not refundable.

IB-29 TAXES: The Owner is exempt from payment of Federal Excise Tax and ~40qP~4qemm~40qs~40qy~4ql~q-
van~4qia Sales Tax and no such tax need be included in this Bid. Contractors
and Sub-Contractors may prepare exemption certificates and present ~2qt~4q1~0qi~00qf~00qf~00qi~04qn ~32qt~4qa~0qD
the Owner for execution. All taxes other than those mentioned her~08qe~44qf~44qt shall
be paid by the Contractor. The Contractor shall contact the Boro~0qL~72q4~2q@ Some~4q-
tary to obtain all information on tax exemption for the Owners.

IB~q-9

DIVISION I

GENERAL CONDITIONS

GC-1 THE GENERAL CONDITIONS: The General Conditions of this Contract
is the American institute of Architects' Standard Document
No. A201, "General Conditions of the Contract for Construction,"
April 1976 Edition and herinafter referred to as the "AIA General
Conditions," which document is hereby specifically made a part
of the Contract Documents with the same force and effect as
though set forth in full. Copies of the General Conditions of
the Contract, if not attached hereto, are on file and may be
referred to at the office of the Environmental Designer.

GC-1

DIVISION I

SUPPLEMENTARY GENERAL CONDITIONS

SG-l INTENT: The GENERAL CONDITIONS OF THE CONTRACT, Standard
r-ormA-201, April 1976 Edition, of the American Institute of
Architects, together with the paragraphs that follow which amend
or supplement the standard document in part, or the additional
paragraphs thereto as titled are hereby made a part of these
specifications and shall apply to all Contractors and Subcontractors.
Should any discrepancy become apparent between the General Conditions
and these Supplementary General Conditions, the requirements of the
latter shall take precedence.

The General Conditions and Supplementary General Conditions, for
convenience, are stated only once, and shall hereinafter be referred
to as the "General Conditions." They shall be deemed an integral
part of each separate Section of the Specifications and all Contracts
to the same extent as though they were quoted in full therein..

SG-2 SCOPE: The Project Specifications relate generally to the construction
of the entire proj-ect entitled Specificatio6s, for' Recreation Area Site
,Work/Tullytown Borough Park, Borough of Tullytown, Pennsylvania.

The Specifications require the furnishing of all labor, materials,
plants, equipment, tolls, trucking, superintendence and services
necessary, or proper, for, or incidental to, the above construction,
as specified, herein, and shown on the Contract Drawings. All work
shown on the Contract Drawings even though not expressly mentioned
in the specifications, and all work mentioned in the specifications
even though not shown on the Contract Drawings but involved in
carrying out their intent and in the complete and proper execution
of the work, are required by these contract documents; and the
Contractor shall perform the same as though they were specifically
delineated, described and mentioned.

SG-3 CONTRACT DOCUMENTS (Supplementing Art. 1)
Delete Paragraph 1.1.3 as written and substitute the following:

1.1.3 - The Term "Work" as used herein refers to work normally
done at the location of the project, or to that done in shops
remote from the site and includes all plant, labor, materials,
supplies, equipment and other facilities and things necessary, or
proper, for, or incidental to, the carrying out and completion of
the terms of this Contract.

The term "Extra Work" as used herein, refers to and includes work
required by the Owner, which, in the judgment of the Environmental
Designer and/or Owner involves changes in, or additions to, that
required by the Drawings and/or Specifications and Addenda at the
time of signing of the Contract.

SG:--l

B. Paragraphs 1.2 - Execution, Correlation, Intent and Interpretations:

Add the following subparagraphs:

1.2.5 - Words in the singular shall include the plural wherever the
context so indicates; and, if plural shall indicate the singular
if so connoted.

1.2.6 - Where words "Shown" or "Shown on drawings" are used in the
specifications, they shall be construed to mean "noted," "indicated,"
"scheduled," "detailed," or any other diagrammatic or written reference
made on the drawings.

1.2.7 - The use of the words "provide" or "provided" is intended to
mean "furnish(ed) and install(ed)" and/or "connect(ed)," unless
specifically indicated otherwise in the specifications.

1.2.8 - Where the words'"equal" or equivalent" are used, each shall
be construed to mean being same in value, measure, force, effect or
significance, and corresponding in position and function, subject
to the approval of the Owner's Representative.

1.2.9 - The terms "approved" or "approval" mean written approval
of the Owner's Representative.

1.2.10 - The terms "Specifications" or "Specification" shall mean all
matter contained in the bound volume so entitled and related documents
thereto.

1.2.11 - The terms "directed," "required," "permitted, " "ordered,"
"designated," "prescribed" and words of like import shall imply the
direction, requirement, permission, order, designation or prescription
of the Owner'sRepresentative; and "approved," "acceptable," "satisfac-
tory" and words of like import shall mean approved by, acceptable or
satisfactory to theOwner's Representative and "necessary," "reasonable,"
t1proper," "correct," and words of like import shall mean necessary,
reasonable, proper, or correct in the judgment of the Owner's
Representative.

1.2.12 - All necessary dimensions are given on the Drawings, which
.in all cases shall be strictly complied with. The figures in
writing on Drawings, showing or indicating dimensions shall be taken
instead of measurements by scale, and no measurements of Drawings
by scale shall be used as a dimension to work by, except on full size
detail drawings, not dimensioned.

SG-2

C. Paragraph 1.3 - Copies Furnished and Ownership:

Amend sub-paragraph 1.3.1 to read as follows:

The Owner will furnish the Contractor, at cost,
three (3) copies of the Contract Drawings and three (3) copies
of the Specifications for the execution of the work.

SG-4 CONTRACTOR (SUPPLEMENTING ART. 4)

B. Paragraph 4.4 - Labor and Materials:

Add the following sub-paragraphs:

4.4.3 - The Contractor shall also furnish, erect and remove when no
longer necessary or when directed to do so, necessary scaffolding
including ladders, protection, hoists and other temporary structures
or equipment for construction of work and shall furnish, erect and
remove necessary shoring and be responsible for the safety and
strength of same.

4.4.4 - All materials shall be of AMERICAN MANUFACTURE.
Materials and workmanship, shall in every respect, be in accordance
with the best modern practice and whenever the Contract Drawings,
Specifications or directions of the Owner's Representative create
a doubt as to what is permissible or fail to note the quality of
any work, the interpretation which calls for the best quality of
work is to be followed. Materials installed as part of the perma-
nent construction shall be new materials, except as may otherwise
be herein specifically required.

4.4.5 - Substitution of materials shall be made only by including
the requested substitution in the list of materials required to be
submitted to, and approved by, the Owner's Representative. After
the approval of said list, no substitutions will be permitted,
except that a brand or make named in the Specifications may be
submitted for approval in lieu of a brand or make on said list.

4.4.6 - Manufactured materials shall be delivered in unbroken
original packages, containers or bundles bearing the name of the
manufacturer and the brand, and shall be stored above the ground
and properly covered to protect them from moisture.

B. Paragraph 4.5 - Warranty:

Sub-paragraph 4.5.1 delete this paragraph in its entirety and
insert the following:

4.5.1 - The Contractor shall deliver to the Owner's Representative

SG-3

upon completion of all work under the Contract, his written
guarantee, made out to the Owner, and in the form prescribed by
the Owner, guaranteeing (and he does so guarantee) all the work
under the contract to be free from faulty materials and to be
watertight and leakproof in every particular and free from im-
proper workmanship and against injury from proper and usual wear;
and agreeing (and he does hereby agree) to replace or to re-execute
without cost to the Owner, such work as may be found to be improper
or imperfect and to make good all damage caused to work or materials
due to such requirement, replacement or re-execution. This guarantee
shall be made to cover (and does cover) a period of one (1) year
from date of final completion of all work under the Contract, or
for a longer period where so specifically stipulated under the
various Sections of the Specifications.

4.5.2 - Neither the Final Certifi'cate nor payment nor any provision
in the Contract shall relieve the Contractor of responsibility for
neglect or faulty materials or workmanship during the period
covered by the guarantee.

C. Paragraph 4.6 - Taxes:

Add the following sub-paragraph.

4.6.2 - The Contractor shall accept exclusive liability and hold
the Owner harmless for payments of social security taxes, unemploy-
ment insurance contributions, or other taxes measured by wages of
employees attributable or performing the work herein mentioned
or described and shall also be responsible for the payment of all
applicable sales, excise, and gross receipts taxes.

D. Paragraph 4.7 - Permits, Fees and Notices:

Add to following sub-paragraph 4.7.3
4.7.3 - The Contractor i
ishal-1 obtain all-permits for street opening or
obstruction, otherwise necessary for his work and shall pay for all costs
and fees for same. He shall also be responsible to make all arrangements for
removal and.relocation of existing utili-ties, as may be required.
E. Paragraph 4.9 - Superintendent
Sub-paragraph 4.9.1, delete this paragraph in its entirety and insert
the following:

4.9.1 - At the site of the work, the Contractor shall employ a
construction superintendent and such assistants as may be required
who shall have full authority to act for the Contractor. It is
understood that such representative shall be acceptable to the
Owner and shall be such that can be continued in their respective

SG-4

capacities for the entire job unless they cease to be on the
Contractor's payroll.

Superintendent shall be present on the job site during working hours
and he shall not be absent from the site or delegate his authority
to another unless the other person has been previously listed as a
person with full authority to act for the Contractor.

F. Paragraph 4.12 - Shop Drawings and Samples:

Add the following sub-paragraphs:

4.12.9 - For standard manufactured items in the form of manufacturers
catalog sheet, eight (8) copies shall be submitted.

4.12.10 - Procedure for distribution shall be as follows:

(1) General Contractor shall submit the specified number of
prints of same to the Environmental Designer mailed in an
approved tube. Upon receipt, the Environmental Designer will
stamp one of three ways:

(a) Approved.
(b)- Approved for construction according to notations.
(c) Not Approved - Resubmit.

4.12.11 - If catalog cuts of standard manufactured items show
different types, options, finishes, performance requirements, sizes
or other variations, those features that the Contractor proposes
to furnish shall be clearly indicated on each copy. If any varia-
tions from the catalog cuts are proposed or required such variations
must be clearly noted on each copy by the Contractor.

SG-5 PAYMENTS AND COMPLETION (SUPPLEMENTING ART. 9)

A. Paragraph 9.3 - Application for Payment:

Add the following sub-paragraphs:

9.3.4 - In making such partial payments for the work, there shall
be retained ten percent (10%) of the-estimated amount until fifty-
percent (50%) of the contract is completed. The sum or sums withheld
by the contracting body from the contractor after the contract is
fifty percent (50%) completed shall not exceed five percent (5%) of
the amount due the contractor on the remaining work, provided, however,
that in the event a dispute arises between the contracting body and any
prime contractor, which dispute is based upon increased costs claimed
by one prime contractor occasioned by delays or other actions of
another prime contractor, additional retainage in the sum of one and

SG-5

one-half times the amount of any possible liability may be withheld
until such time as a final resolution is agreed to by all parties
directly or indirectly involved, unless the contractor causing the
additional claim furnishes a bond satisfactory to the contracting
body to indemnify such contracting body against the claim. However,
all such moneys retained by the contracting body may be withheld
from the contractor until substantial completion of the contract.

The Contractor shall submit his requests for payment in quadruplicate
to the Owner's Representative.

B. Paragraph 9.9 - Final Payments:

Add the following sub-paragraphs.

9.9.6 - Within thirty (30) days after the acceptance of the work and
the filing of certificates of completion, and posting of a Maintenance
Bond the Owner shall pay to the Contractor the amount of the balance
due him, less only I and 12- times such amount as is required to complete
any then remaining, uncompleted, minor items, which amount shall be
certified by the Owner's Representative and upon receipt by the con-
tracting body of any guarantee bonds which may be required, in accor-
dance with the contract documents, to insure proper workmanship for
the guarantee period. All prior estimates and payments including
those relating to extra work shall be subject to correction by this
payment, which is throughout this Contract called "Final Payment."

SG-6 SUBCONTRACTORS (SUPPLEMENTING ART. 5)

A. Paragraph 5.1 - Definition:

Add the following sub-paragraph:

5.1.3 - The Owner and Owner's Representative will recognize the
Contractor only, who will be held responsible for proper execution
of the entire work under this Contract.

(a) Approval of Subcontractors in no way relieves Contractor
and holds good only as long as Contract requirements are met;
nor does approval permit subletting any part of a Subcontract.
Should work, materials or parties prove objectionable, and
should violations of Contract requirements exist and continue
after Contractor has received reasonable warning, then upon
request of Owner of Owner's Representative, such objectionable
party shall be removed from the work and be excluded from the
project and shops; and, the work continued by others who are
satisfactory.

(b) The Owner reserves the rightnot to accept, or pay for, work
executed by parties who have not been approved as above.

SG-@6

(c) Contractor shall deal with and require and enforce
co-operation of Subcontractors in such manner as to most
facilitate completion of the work as a whole. Transactions
with Subcontractors will be made through Contractor only.

SG-7 PROTECTION OF PERSONS AND PROPERTY (SUPPLEMENTING ART. 10)

A. Paragraph 10.2 - Safety of Persons and Property:

Add the following sub-paragraphs:

10.2.8 - The Contractor and Subcontractors and persons in theix
employ shall comply with and'be bound to the requirements of the
"Safety and Engineering Practices" as set forth in the "Manual of
Accident Prevention in Construction" as published in the Associated
General Contractors of America, and with all other applicable
state and local safety and sanitary laws, regulations and ordinances,
and provide and properly maintain warning signs and lights,
barricades, railings and other safeguards for the protection of
workmen and others, on, about or adjacent to the work, as required
by the conditions and progress of the work.

10.2.9 - Neither the Owner nor the Owners Representative shall be
responsible for providing a safe working place for the Contractor,
the Subcontractors or their employees, or any individual responsible
to them for the work.

SG-8 INSURANCE (SUPP LEMENTING ART. 11)

A. Paragraph 11.1 - Contractor's Liability Insurance:

Add the following subparagraphs:

11.1.5 - The Contractor's Liability Insurance and Contractor's
Contingent Liability Insurance shall be in amounts of not less
than $300,000/$500,000 and the policy shall be endorsed to carry
a rider to cover Property Damage Liability in amounts not less than
$300,000/$500,000. The above shall also cover automobile and
property damage insurance, including owned vehicles, hired vehicles
and other non-owned vehicles. This covers all contractors and
subcontractors on the project.

11.1.6 - The Contractor shall obtain, pay for and maintain separate
"Owner's Protective Policy" in the same amounts as specified above
for the Contractor's insurance, to protect the Owner from his con-
tingent liabilities for damages which may arise from the Contractor's
operations under this contract.

11.1.7 - Compensation Insurance: The Contractor shall procure and
shall maintain during the life of this contract Workmen's Compensa-
tion Insurance as required by applicable State or territorial law

SG-7

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 subcontractor similarly to pro-
vide 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 contract is not pro-
tected under the Workmen's Compensation Statute, the Contractor
shall provide and shall cause each subcontractor to provide
adequate employer's liability insurance for the protection of
such of his employees who are not otherwise protected.

B. Paragraph 11.2 - Owner's Liability Insurance:

Delete this paragraph in its entirety without substitution.

C. Paragraph 11.3 - Property Insurance:

Delete this paragraph in its entirety and, in lieu thereof, sub-
stitute therefor:

11.3.1 - The Owner shall be.responsible for and at his option may
insure all risks that would be covered by a standard fire insurance
policy with extended coverage applicable to the interest of the
Owner and any interest of the Contractor and Subcontractors in the
structure on which the work of the Contract is to be done and items
of labor and materials connected therewith in or adjacent to such
structures, including materials in place or to be used as part of
the permanent construction, surplus materials, shanties, protec-
tive fences, bridges, temporary structures, miscellaneous materials
and supplies incidental to the work, and also such scaffolding
staging, towers, forms and equipment as are not owned or rented by
the Contractor or any Subcontractor, the cost of which is included
in the cost of the work; but excluding any tools, owned by mechanics,
any tools, equipment, scaffolding, staging, towers and forms owned
or rented by the Contractor or Subcontractor, the capital value of
which is not included in the cost of the work.

SG-9 TERMINATION OF THE CONTRACT (SUPPLEMENTING ART. 14)

A. Except for those provisions in Paragraph 14.1.1 of the General
Conditions providing for termination by the Contractor in case of
Owner's Representative's failure to approve a Certificate for Pay-
ment as provided in Paragraph 9.6 or for Owner's failure to make
payment thereon as provided in Paragraph 9.6, the said Paragraph
is hereby amended, modified and superseded as follows:

14.1.1 - If the work under this Contract is stopped, prevented or

SG-@8

precluded for a period exceeding ten (10) days, by reason of any
ruling, regulation, order or other action of any court, governmental
body or other public authority having jurisdiction thereover, for
any reason whatsoever, either party may terminate this contract by
seven (7) days written notice to the other and Surety, if any, and
the said Contract shall then become null, void and no further
effect. In the event of such termination by either party, the
Owner's total liability for Work provided under the Contract shall
be limited to the payment for building materials and supplies which
Contractor, in good faith, has irrevocably committed itself to prior
to receipt or service of notice to terminate, and the proportionate
value of all such work successfully completed by the Contractor
prior to the effective date of such termination, as well as reason-
able profit prorated thereon, and shall exclude all responsibility
for payments based upon unsatisfactory work, profits not directly
related to successfully completed work, and all other costs, expen-
ses or damages of Contractor, its subcontractors, agents, employees,
materialmen, suppliers or other persons performing work under this
.Contract, whatsoever the nature of said claims. The provisions
of this Paragraph shall in no way limit or prejudice any rights or
remedies of Owner under this Contract or applicable law where Work
has been stopped, prevented or precluded as aforesaid, due to the
negligence, fault, acts or omissions of Contractor, its subcon-
tractors, agents, employees, materialmen, suppliers or other persons
performing Work under this Contract.

SG-10 PROVISIONS REQUIRED BY LAW DEEMED INSERTED:

Each and every provision of law and clause required by law to be
inserted in this contract shall be deemed to be inserted herein and
the contract shall be read and enforced as though it were included
herein, and if through mistake or otherwise any such provision is
not inserted, or is not correctly inserted, then upon the application
of either party the contract shall forthwith be physically amended to
make such insertion or correction.

SG-11 LQ_UAL EMPLOYMENT OPPORTUNITY:

During the performance of this contract the Contractor agrees as
follows:

A. The Contractor will not discriminate against any employee or
applicant for employment because of race, creed, color, or national
origin. The Contractor will take affirmative action to ensure that
applicants are employed, and that employees are treated during
employment, without regard to their race, creed, color, or national
origin. Such action shall include, but not be limited to, the follow-
ing: employment, upgrading, demotion or transfer; recruitment or
recruitment advertising; layoff or termination; rates of pay or other

SG-9

forms of compensation; and selection for training, including
apprenticeship. The Contractor agrees to post in conspicuous
places, available to employees and applicants for employment,
notices to be provided by the contracting officer setting forth
the provisions of this nondiscrimination clause.

B. The contractor will, in all solicitations or advertisements
for employees placed by or on behalf of the contractor, state
that all qualified applicants will receive;consideration for
employment without regard to race, creed, color, or national origin.

C. The contractor will send to each labor union or representative
of workers with which he has a collective bargaining agreement or
other contract or understanding, a notice, to be provided by the
agency contracting officer, advising the labor union or workers'
representative of the contractor's commitments under Section 202
of the Executive Order No. 11246 of September 14, 1965, and shall
post copies of the notice in conspicuous places available to
employees and applicants for employment.

D. The contractor will comply with all provisions of Executive
Order No. 11246 of September 24, 1965, and of the rules, regula-
tions, and relevant orders of the Secretary of Labor.

E. The contractor will furnish all information and reports required
by Executive Order No. 11246 of September 24, 1965, and by the
rules, regulations, and orders of the Secretary of Labor, or
pursuant thereto, and will permit access to his books, records, and
accounts by the contracting agency and the Secretary of Labor for
purposes of investigation to ascertain compliance with such rules,
regulations, and orders.

F. In the event of the contractor's noncompliance with the non-
discrimination clauses of this contract or with any of such rules,
regulations, or orders, this contract may be cancelled, or terminated,
or suspended in whole or in part and the contractor may be declared
ineligible for further Government contracts in accordance with
procedures authorized in Executive Order No. 11246 of September 24,
1965, and such other sanctions which may be imposed and remedies
invoked as provided in Executive Order No. 11246 of September 24,
1965, or by rule, regulation, or order of the Secretary of Labor,
or as otherwisq provided by law.

G. The contractor will include the provisions of Paragraphs (1)
through (7) in every subcontract or purchase order unless exempted
by rules, regulations, or orders of the Secretary of Labor issued
pursuant to Section 204 of Executive Order No. 11246 of September 24,
1965, so that such provisions will be binding upon each subcontractor
or vender. The Contractor will take such action with respect to any

SG-1 0

subcontract or Purchase order as the contracting agency may direct
as a means of enforcing such provisions, including sanctions for
noncompliance: Provided, however, that in the event the contractor
becomes involved in, or hrea@ened with, litigation with a
subcontractor or vender as a result of such direction by the con-
tracting agency, the contractor may request the United States to
enter into such litigation to protect the interests of'the United
States.

SG-12 DAVIS-BACON ACT:

1. Minimum Wages

a. All mechanics and laborers employed or working upon the
site of the work will be paid unconditionally and not less
often than once a week, and without subsequent deduction
or rebate on any account (except such payroll deductions
as are permitted by regulations issued by the Secretary
of Labor under the Copel and Act (29 CFR Part 3) , the ful 1
amounts due at time of payment computed at wage rates not
less than those contained in the wage determination part
hereof, regardless of any contractual relationship which
may be alleged to exist between the Contractor and such
laborers and mechanics; and the wage determination decisions
shall be posted by the Contractor at the site of the work
in a prominent place where it can be easily seen by the
workers. For the purpose of this clause, contributions
made or costs reasonably anticipated under section l(b)(2)
of the Davis-Bacon Act on behalf of laborers or mechanics
are considered wages paid to such laborers or mechanics,
subject to the provisions of 29 CFR 5. 5(a)(1)(iv).
Also for the purpose of this clause regular contributions
made or costs incurred for more than a weekly period under
plans, funds, or programs, but covering the particular
weekly period, are deemed to be constructively made or
incurred during such weekly period.

b. The Contracting Officer shall require that any class of
laborers or mechanics which is not listed in the wage
determination and which is to be employed under the Contract,
shall be classified or reclassified confirmably to the wage
determination, and a report of the action taken shall be
sent by the Federal agency to the Secretary of Labor. In
the event the interested parties cannot agree on the proper
classification or relcassification of a particular class
of laborers and mechanics to be used, the question accom-
panied by the recommendation of the Contracting Officer
shall be referred to the Secretary for final determination.

SG-11

c. The contracting Officer shall require, whenever the
minimum wage rate prescribed in the Contract for a class of
laborers or mechanics includes a fringe benefit which is not
expressed as an hourly wage rate, and the Contractor is
obligated to pay a cash equivalent of such a fringe benefit,
the question accompanied by the recommendation of the
Contracting Officer, shall be referred to the Secretary
of Labor for determination.

d. If the Contractor does not make payments to a trustee or
other third persion, he may consider as part of the wages
of any laborer or mechanic the amount of any costs reason-
ably anticipated in providing benefits under a plan or
program of a type expressly listed'in the wage determination
decision of the Secretary of Labor which is a part of this
Contract. Provided, however, the Secretary of Labor has
found, upon the written request of the Contractor, that the
applicable standards of the Davis-Bacon Act have been met.
The Secretary of Labor may require the Contractor to set
aside in a separate account assets for the meeting of
obligations under the plan or program.

SG-13 PAYROLLS AND BASIC RECORDS:

A. Payrolls and basic records relating thereto will be maintained
during the course of the work and preserved for a period of three
years thereafterfor all laborers and mechanics working at the site
of the work. Such records will contain the name and address of each
such employee, his correct classification, rates of pay (including
rates of contributions or costs anticipated of the types described in
section 1 (b)(2) of the Davis-Bacon Act), daily and weekly number
of hours worked, deductions made and actual wages paid. Whenever
the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the
wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or program
described in section l(b)(2)(B) of the Davis-Bacon Act, the Contractor
shall maintain records which show that the commitment to provide such
benefits is enforceable, that the plan or program is financially
responsible, and that the plan or program has been communicated in
writing to the laborers or mechanics affected, and records which
show the costs anticipated or the actual cost incurred in providing
such benefits.

B. The Contractor will submit weekly a copy of all payrolls to the
Owner. The copy shall be accompanied by a statement signed by the
employer or his agent indicating that the payrolls are correct and
complete, that the wage rates contained therein are not less than
those determined by the Secretary of Labor and that the classifications
set forth for each laborer or mechanic conform with the work he

SG-1.2

performed. A submission of a "Weekly Statement of Compliance"
which is required under this contract and the Copeland regulations
of the Secretary of Labor (29 CFR, Part 3) and the filing with the
initial payroll or any subsequent payroll of a copy of any findings
by the Secretary of Labor under 29 CFR 5.5(a)(1)(iv) shall satisfy
this requirement. The Prime Contractor shall be responsible for
the submission of copies of payrolls of all subcontractors. The
Contractor shall make the records required under the labor
standards clauses of the contract available for inspection by
authorized representatives of the Department of Community Affairs
and the Department of Labor, and shall permit such representatives
to interview employees during working hours on the job.

SG-14 APPRENTICES:

Apprentices shall be permitted to work as such only when they-are
registered individually, under a bona fide apprenticeship program
registered with a State apprenticeship agency which is recognized
by the Bureau of Apprenticeship and Training, United States
Department of Labor; or, if no such recognized agency exists in a
State, under a program registered with the Bureau of Apprentice-
ship and Training, United States Department of Labor. The allow-
able ratio of apprentices to journeymen in any craft classification
shall not be greater than the ratio permitted to the Contractor for
his entire work force under the registered program. Any employee
listed on a payroll at any apprentice wage rate, who is not regis-
tered as above, shall be paid the wage rate determined by the
Secretary of Labor for the classification of work he actually
performed. The Contractor or subcontractor will be required to
furnish to the Department of Community Affairs written evidence
of the registration of his program and apprentices as well as of
the appropriate ratios and wage rates, for the area of construction,
prior to using any apprentices on the contract work.

SG-15 COMPLIANCE WITH COPELAND ANTI-KICKBACK ACT AND REGULATIONS:

The Contractor shall comply with the Copeland Anti-Kickback Act
and Regulations of the Secretary of Labor (29 CFR, Part 3) which
are herein incorporated by reference.

SG-16 NON-DISCRIMINATION CLAUSE:

I. During the term of this contract, Contractor agrees as follows:

a. Contractor shall not discriminate against any employee,
applicant for employment, independent contractor or any
other person because of race, color, religious creed,
ancestry, national origin, age, or sex.

SG-13

Contractor shall take affirmative action to ensure that
applicants are employed, and that employees or agents are
treated during employment, without regard to their race,
color, religious creed, ancestry, national origin, age,
or sex. Such affirmative action shall include, but is not
limited to, the following: Employment, upgrading, demotion,
or transfer; recruitment or recruitment advertising; layoff
or termination; rates of pay or other forms of compensation;
and selection for training. Contractor shall post in
conspicuous places, available to employees, agents, appli-
cants for employment and other persons, a notice to be
provided by the contracting agency setting forth the
provisions of this non-discrimination clause.

b. Contractor shall in advertisements or requests for employ-
ment placed by it or on its behalf state all qualified
applicants will receive consideration for employment
without regard to race, color, religious creed, ancestry,
national origin, age or sex.

c. Contractor shall send each labor union or workers' repre-
sentative with which it has a collective bargaining agree-
ment or other contract or understanding, a notice advising
said labor union or workers' representative of its commit-
ment to this non-discrimination clause. Similar notice
shall be sent to every other source of recruitment regularly
utilized by Contractor.

d. It shall be no defense to a finding of noncompliance with the
Contract Compliance Regulations issued by the Pennsylvania
Human Relations Commission or this non-discrimination clause
that Contractor had delegated some of its employment prac-
tices to any union, training program or other source of
recruitment which prevents it from meeting its obligations.
However, if the evidence indicates that the Contractor was
not'on notice of the third-party discrimination or made a
good faith effort to correct it, such factor shall be con-
sidered in mitigation in determining appropriate sanctions.

e. Where the practices of a union or of any training program
or other source of recruitment will result in the exclusion
of minority group persons, so that Contractor will be unable
to meet its obligations under the Contract Compliance Regu-
lations issued by the Pennsylvania Human Relations Commission,
or this nondiscrimination clause, Contractor shall then
employ and fill vacancies through other nondiscriminatory
employment procedures.

f. Contractor shall comply with the Contract Compliance Regula-

SG_14

tions of the Pennsylvania Human Relations Commission, 16
Pa. Code Chapter 49 and with all laws prohibiting dis-
crimination in hiring or employment opportunities. In the
event of Contractor's noncompliance with the non-discrimination
clause of this contract or with any such laws, this contract
may, after hearing and adjudication, be terminated or sus-
pended, in whole or in part, and Contractor may be declared
temporarily ineligible for further Commonwealth contracts,
and such other sanctions may be imposed and remedies
invoked as provided by the Contract Compliance Regulations.

g. Contractor shall furnish all necessary employment documents
and records to, and permit access to its books, records and
accounts by, the contracting agency and the Human Relations
Commission, for purposes of investigation to ascertain com-
pliance with the provisions of the Contract Complaince
Regulations, pursuant to S 49.35 of these Regulations.
If Contractor does not possess documents or records reflect-
ing the necessary information requested, it shall furnish
such information on reporting forms supplied by the con-
tracting agency or the Commission..

h. Contractor shall actively recruit minority subcontractors
or subcontractors with substantial minority representation
among their employees.

i. Contractor shall include the provisions of this non-
discrimination clause in every subcontract, so that such
provisions will be binding upon each subcontractor.

j. The terms used in this non-discrimination clause shall have
the same meaning as in the Contract Compliance Regulations
issued by the Pennsylvania Human Relations Commission,
16 Pa. Code Ch. 49. @

k. Contractor obligations under this clause are limited to the
Contractor's facilities within Pennsylvania, or where the
contract is for purchase of goods manufactured outside of
Pennsylvania, the facilities at which such goods are
actually produced.

SG-17 OVERTIME:

1. No Contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of
laborers or mechanics, including watchmen and guards, shall
require or permit any laborer or mechanic in any work week in
which he is employed on such work to work irt excess of eight
hours in any calendar day or in excess of forty hours in such

SG--15--

workweek, as the case may be.

2. Violation; liability for unpaid wages; liquidated damages.
In the event of any violation of the clause set forth in
sub-paragraph (1), the Contractor and any subcontractor
responsible therefor shall be liable to any affected employee
for his unpaid wages. In addition, such Contractor and sub-
contractor shall be liable to the United States (in the case
of work done under contract for the District of Columbia or
a territory, to such District or to such territory, for
liquidated damages. Such liquidated damages shall be computed
with respect to each individual laborer or mechanic employed
in violation of the clause set forth in subparagraph (1), in
the sum of $10 for each calendar day on which such employee
was required or permitted to work in excess of eight hours
or in excess of the standard workweek of-forty hours without
payment of the overtime wages required by the clause set
forth in sub-paragraph (1).

3. Withholding for unpaid wages and liquidated damges. The
Department of Community Affairs may withhold or'cause to be
withheld, from any moneys payable on account.of work performed
by the Contractor or subcontractor, such sums as may adminis-
tratively be determined to be necessary to satisfy any lia-
bilities of such Contractor or subcontractor for unpaid wages
and liquidated damages as provided in the clause set forth in
sub-paragraph (2).

4. Subcontracts. The Contractor shall insert in any subcontracts
and clauses set forth in sub-paragraphs (a), (b), and (c) of
this paragraph and also a clause requiring the subcontractors
to include these clauses in any lower tier subcontracts which
they may enter into, together with a clause requiring this
insertion in any further subcontracts that may in turn be made.

SG-18 OTHER PROHIBITED INTERESTS:

No official of the Owner who is authori.zed in such capacity and on
behalf of the Owner to negotiate, make, accept or approve, or to
take part in negotiating, making, accepting, or approving any
architectural, engineering, inspection, construction or material
supply contract or any subcontract in connection with the construc-
tion of the project, shall become directly or indirectly interested
personally in this contract, or in any part thereof. No officer,
employee, architect, attorney, engineer or inspector of. or for,
the Owner who is authorized in such capacity and on behalf of other
similar functions in connection with the construction of the project,
shall become directly or indirectly interested personally in this
contract or in any part thereof, any material supply contract,

SG_l'6

subcontract, insurance contract, or any other contract pertaining
to the project.

SG-19 SAFETY AND HEALTH REGULATIONS:

Contractors are to comply with laws, rules, regulations and codes
dealing with occupational safety and health, including but not
limited to the latest amendments of the following:

a. Williams-Steiger Occupational Safety and Health Act of 1970,
Public Law 91-596.

b. Part 1910 - Occupational Safety and Health Standards,
Chapter XVII of Title 29, Code of Federal Regulations.

C. Part 1518 - Safety and Health Regulations for Construction,
Chapter XIII of Title 29, Code of Federal Regulations.

SG-20 ENVIRONMENTAL POLLUTION PA. ACT 247:

The Contractors shall comply with HB 1969 (Act 247) of 1972 relating
to the prevention of environmental pollution and the preservation
of public natural resources on construction sites.

SG-21 PUBLIC HEALTH AND SAFETY REGULATIONS PA. ACT 287:

The Contractors shall comply with HB 2543 (Act 287) of 1974 to
protect the public health and safety by preventing excavation or
demolition work from damaging underground utility lines of any
kind and shall be subject to the fines if the Act is not adhered
to.

SG-17

APPLIIAOTION AND CERTIFICATE FOR PAYMEN? AIA DOCUMENT G702 PAGE OOE OF PAGES
TO (Owner): PROJECT: APPLICATION NO: Distribution to:
C1 OWNER
PERIOD FROM: O.qCHITECT
TO: 0 CONTRACTOR
0
ATTENTION: CONTRACT FOR: ARCHITECT'S 0
PROJECT NO:

CONTRACT DATE:
Application is made for Payment, as shown below, in connection with the Contract.
CONTRACTOR'S APPLICATION FOR PAYMENT Continuation Sheet, AIA Document G703, is attached.
CHANGE ORDER SUMMARY The present status of the account for this Contract is as follows:
Change Orders approved ADDITIONS DEDUCTIONS ORIGINAL CONTRACT SUM ....................... $
in previous months by
Owner TOTAL-. Netchange by Change Orders ...................... $
Appro d this Month CONTRACT SUM TO DATE ........................ S
Number Date Approved

TOTAL COMPLETED & STORED TO DATE ........... S
(Column G on G703)
RETAINAGE _% ......................... S
or total in Column I on G703
TOTALS TOTAL EARNED LESS RETAINAGE .................. S
Net change by Change Orders
The undersigned Contractor certifies that to the best of his knowledge, LESS PREVIOUS CERTIFICATES FOR PAYMENT ....... $
information and belief the Work covered by this Application for
Payment has been completed in accordance with the Contract Docu-
ments, that all amounts have been paid by him for Work for which
previous Certificates for Payment were issued and payments received CURRENT PAYMENT DUE ......................... $
from the Owner, and that current payment shown herein is now due.
CONTRACTOR: State of: County of:
Subscribed and sworn to before me this day of '19
Notary Public:
By: Date: My Commission expires:
ARCHITECT'S CERTIFICATE FOR PAYMENT AMOUNT CERTIFIED ............................. $
In accordance with the Contract Documents, based on on-site obser- (Attach explanation it amount certified differs from the amount applied for.)
vations and the data comprising the above application, the Architect ARCHITECT:
certifies to the Owner that the Work has progressed to the point
indicated; that to the best of his knowledge, information and belief, By- Date:
the quality of the Work Is In accordance with the Contract Docu-
ments; and that the Contractor Is entitled to payment of the AMOUNT This Certificate Is not negotiable. Tito AMOUNT CERTIFIED Is payable only to the Contractor
CERTIFIED. named herein. issuance, payment and acceptance of payment are without prejudice to any
rioght-c of the Owner or Contractor Linder thic rontrart.

CONTINUATION SHEET AIA DOCUMENT G703 PAGE OF PAGES
AIA Document G702, APPLICATION AND CERTIFICATE FOR PAYMENT, containing APPLICATION NUMBER:
Contractor's signed Certification is attached. APPLICATION DATE:
In tabulations below, amounts are stated to the nearest dollar. PERIOD FROM:
Use Column I on Contracts where variable retainage for line items may apply. TO:
ARCHITECT'S PROJECT NO:

A B C D E F G H
ITEM DESCRIPTION OF WORK SCHEDULED WORK COMPLETED TOTAL COMPLETED BALANCE RETAINAGE
No. VALUE This Application AND STORED % TO FINISH
Previous TO DATE (G-- Q
Applications Work in Place Stored Materials (D+E+F) (C-G)
(not in D or E)

-I- C103 CONTINUATION SHEET APRIL 1978 EDIIION AIAQP 1978
@WE A-M-ERICA'N"INST"IT'UTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 G703 197R

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fftr C+Wy@ ft@4W> YLVAti 1,4

W4kTk=-
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EXHIBIT A - PREVAILING LABOR WAGE RATES.

Bucks County Community Development staff
will provide prevailing wage rates to
Municipality after bidding documents are
submitted for review.

List of Contract Drawings

Sheet Name: Sheet Number

Cover Sheet (For visual reference only)

Existing Topographic Survey and Demolition Plan Sl

Site Plan - Layout - Utilities Plan - Details S2

Planting Plan * Details S3

Grading and Drainage Plan Details S4

Details S5

DIVISION II

GENERAL REQUIREMENTS

SECTION 2A GENERAL REQUIREMENTS

2A-1 SITE SURVEYS: The Contractor shall be responsible for determining the
grades, verifying the conditions, laying out the work, and correct erection
of the work as shown on the drawings. If there is any discrepancy between
the levels as established on the drawings, he shall notify the Owner's Repre-
sentative in writing, describing such discrepancy and shall not proceed
with the work affected thereby until he has received written instructions
from the Owner's Representative.

2A-2 STORAGE OF MATERIALS: The Contractor shall provide and maintain protection
Tor:

a. Materials requiring protection from all weather,
b. Materials requiring overhead protection, and
c. Materials requiring floors raised above grade.

2A-3 SIGN: The Contractor shall furnish and erect one 4' x 6' construction sign
on site at a location approved by the Environmental Designer. The sign
shall be of construction as indicated in these specifications and on the
drawing at the end of this Section (2A).

2A-4 PROTECTION: Roads - protect present streets. Repair and replace, without
cost to Owner, portions which may be damaged as a result of work under
this contract. Roads shall also be kept clean and free of construction
dirt and mud. The Contractor shall accept responsibility for any damage
which may occur to any existing structures to remain, utilities, trees,
play equipment, etc. within or without the "Project Limits" which may be
affected by the execution of these plans and specifications.

2A-5 CUTTING AND PATCHING: The Contractor shall do all cutting and patching
required for the woFk of all trades herein mentioned; and, which will be
required for the installation of the work of all other trades employed on
this project, except as may be specifically mentioned under those trades.

Sleeves wi,ll be furnished and installed where necessary.

2A-6 PUMPING: Contractors shall do all pumping and bailing necessary to keep
all exc vations for footings, trenches, pits, and every other purpose free
from water from any source, until completion of the work; furnishing, main-
taining and operating pumps or other appliances, as may be necessary.

2A-7 WATCHMAN: The Contractor shall provide Watchman service as deemed necessary
to protect the premises and all materials.

2A-8 WELDING: No storage of welding materials, acetylene and oxygen tanks,
F-urners, or other equipment required for execution of welding and cutting
work, shall be permitted on the project.

GR-1

2A-9 TEMPORARY WATER: The General Contractor shall provide water for all
construction purposes.

2A-10 TEMPORARY LIGHT AND POWER: The General Contractor shall furnish and
install temporary service and other equipment he deems necessary for
construction.

2A-11 ELEVENTH MONTH INSPECTION: During the eleventh month after the date of
final acceptance of the project by the Owner, the Contractor shall meet
with the Owner and the Owner's Representative and determine whether all
conditions relating to guarantee, to date, have been satisfied in accordance
with the Contract Documents. Should any defects due to faulty materials
or workmanship appear at this time, they are to be remedied prior to the
expiration of the General Guarantee. Any guarantee, or portions of guaran-
tees, which are in effect for work more than one year shall continue under
conditions of the contract.

2A-12 BURNING: The Contractor will not be allowed to burn debris on the site.

2A-13 SCHEDULING OF WORK: Particular care shall-be taken in the scheduling of
work on the facili ies to keep as much of the area in use as possible and
to reduce damage to partially completed work.

2A-14 LAYOUT: The Contractor shall be responsible for layout of all facilities in
th@_-fli ld including those items which are to be preliminarily staked out
and checked in the field by the Environmental Designer.

GR-2

DIVISION 11

SITE WORK

SECTION 2B DEMOLITION

PART 1 - GENERAL

2B-1 SCOPE: The Contractor shall furnish all labor, superintendence, materials,
tools, and equipment necessary to complete all work specified below and
depicted on all drawings, or reasonably implied therefrom, concerned with
removal of materials in a first class, efficient and workmanlike manner,
as noted on the drawings, or as directed by the Owner's Representative.

2B-2 LIMITS OF WORK: The drawings show project and/or property lines for the
purpose of-IId-entification, and these lines should be regarded as limit
of work lines except where otherwise indicated, or directed.

2B-3 COORDINATION: Work specified in this section shall be carefully coordinated
with the ity Companies as listed on the drawings.

PART 2 - MATERIALS

2B-4 EQUIPMENT: Equipment utilized for the removal of and cleanup of various
materiaT-s on the site shall be of sufficient size and type to remove any
material in its entirety, and in an efficient manner.

PART 3 - EXECUTION

2B-5 REMOVAL:

a. All exposed debris including metal, glass, masonry material, wood, rubber,
etc. over the entire site area, including the stream and bank of the
stream, and existing paving, sand, concrete pad(s) and related surface
and subsurface materials, wood posts, concrete and railroad tie curbing,
concrete walk, stone swale, or other materials as shown on the plans,
shall be removed from the site and disposed of elsewhere, unless author-
ized otherwise by the Environmental Designer.

b. Where a portion of the existing paving or curbing is to be removed, a
neat cut line the full depth of the material will be made with approved
equipment prior to removal. Any portion of the material designated to
remain that is damaged shall be cut to a smooth even line and removed
and replaced as appropriate.

c. All live trees along the bank of the stream are to be retained, and
only dead or downed trees are to be removed. Dead trees on the stream
bank may be cut flush to the ground, leaving the stump in the ground.

SW-1

d. Trees for removal as noted on the drawing shall be removed in their
entirety including the stumps.

e. Brush and weeds are to be cut down and the roots removed and disposed of
prior to grading of the site area.

f. Branches that hang over the proposed paths and are within ten (10)
feet of the ground shall be removed.

g. The Contractor shall check with the appropriate agencies and have only
necessary utilities cut off prior to removal relocation, or work related
thereto, as necessary.

SW-2

DIVISION 11

SITE WORK

SECTION 2C EARTHWORK

PART 1 - GENERAL
2C-1 SCOPE: The Contractor sh-all furnish all labor, superintendence,
Fai-terials, tools, equipment, and all means of construction necessary
to complete all work specified below and depicted on all drawings,
or reasonably implied therefrom, in a first class, efficient and
workmanlike manner. The items of work to be performed shall include
but are not limited to:

1. Removal of debris turned up by earthwork.
2. Site grading including final subgrading.
3. General excavation and filling including supplying of any
additional necessary fill.
4. Excavation for all footings and foundations.
5. All hand work required to shape excavations.
6. Shoring and bracing as required to safely support and
maintain the banks of all excavations and removals of same.
7. Compacting all fill and backfill and subgrade under slabs and
paving.
8. Disposal of all rubbish and debris off site.
9. Pumping and drainage as required.
10. Protection.

Related work specified elsewhere:

1. Refer to other Sections within Division Ii - Site Wo'@-
r
for additional requirements for specified work, which may be
more stringent than described herein. In all cases, more stringent
requirements shall govern.,

2C-2 LIMITS OF WORK: The drawings show 11 roject limit" and/or pronprtv lines for
the purpose.of identification, and t9lese lTnes should be regarded as
limit of work lines except where otherwise indicated, or directed.

2C-3 CO-ORDINATION: Work specified in this section shall be carefully
co-ordinated with all utility lines and other relevant conditions,
within the project limits.

2C-4 VERIFICATION OF SITE CONDITIONS: Before submitting a bid, the
Contractor shall visit and be-come thoroughly familiar with the site
and with the scope of work. He/she shall carefully examine all
existing conditions and make allowances for them in the proposal.
Submission of a proposal by a Contractor binds him/her to accept the
site as it actually is. All material to be excavated and graded
shall be considered unclassified.

SW-3

2C-5 PROTECTION: Use every precaution to prevent damage to structures,
toads, trees and utilities above and below ground that join or are in-
cluded in the area under contract; and, except as otherwise specified,
repair or replace, at no additional cost to the Owner, any material or
work damaged or destroyed because of contract operations.

Provide all safeguards such as fences, barricades, guard lights, etc.,
as required.

Maintain all bench marks, monuments, and other reference points. If
disturbed or destroyed, replace as directed.

Furnish and install temporary work including shoring and bracing as required
to maintain all excavations, and to,insure the*dafety of workmen, property
and the public. When shoring and bracing are removed, fill all voids with
sound compacted material.

2C-6 REPAIR OF DAMAGE: Any portion of the property which has been damaged or
disturbed by the work under this section shall be repaired and restored as
directed to the satisfaction of the Environmental Designer. The Contractor
is responsible for saving all trees designated to remain. He/she shall
protect existing trees by keeping all equipment and vehicles a minimum of
five (5) feet from the trunk of any tree. Any trees badly damaged shall
be removed and replaced with trees four (4) to five (5) inches in caliper,
of a variety selected by the Environmental Designer.

2C-7 EXPLOSIVES: Explosives shall not be used.
2C-8 LINES, GRADES AND ELEVATIONS: Establish and maintain all lines and grades
required for performance of the work described in this section of the speci-
fications. Relate all elevations to the datum elevations indicated on
drawings.

2C-9 REMOVAL OF MATERIALS: All debris encountered within the contract area
shall be removed and disposed of off the site. Excavated earth materials
shall be located on the site as indicated on the grading plan, or as directed
by the Environmental Designer.

2C-10 PUMPING AND DRAINAGE: Water shall be removed from all excavations promptly
and continuously t ughout the progress of the work. Excavations shall be
kept dry at all times until the structures to be built in the excavation are
completed. Precautions shall be taken to protect uncompleted work from
flooding during storms or other causes. Water shall not be allowed to drain
onto or damage adjacent property.

SW-4

RART 2 - PRODUCTS

2C-11 MATERIALS: Fill shall be clean selected earth obtained from the
construction site or from off-site sources as approved by the
Environmental Designer. Fill mateHal shall be used to bring the
finished rough grade level to the elevations required. Material
shall be reasonably free from roots, wood and other organic material.
Stones larger than four inches (4")-maximum dimension shall not
be used in the upper six inches (6") of fill.

Porous Fill, to form a capillary water barrier, shall be clean
crushed non'-porous rock or crushed or uncrushed gravel, uniformly
graded, of the size indicated on the drawings, or specifie -d elsewhere, herein.
Excavated Material approved for use as backfill shall be free of
stones TaTg-erthan two inches (2") maximum dimension, roots and
organic material or other debris unless authorized by the Environ-
mental Designer.

PART 3 - EXECUTION

2C-12 LAYOUT OF WORK: The Contractor shall employ a qualified engineer
to properTy-establish and maintain all necessary lines and grades,
check all discrepancies and elevations, and promptly inform the
Owner's Representative of-any discrepancies before proceeding. Any
errors made in layout will be corrected at the contractor's own expense.

2C-13 EXCAVATION': Excavation is unclassified and includes materials of
varying description existing in spaces to be excavated.

Excavate.to elevations and dimensions indicated, and allow additional
space as required for construction operations and inspection of
foundations. Except where rock is encountered, footings shall be
placed on undisturbed soil, minimum depths shall be as indicated.
Subgrade for foundations and footings shall be subject to the Owner's
inspection. Where soil conditions permit, footing trenches may be
excavated to the exact dimensions of the concrete and side forms
omitted. Place footings and foundations on undisturbed and firm
subgrade; fill any excess cut under footings with concrete. No
footing shall be built on fill or an incline. Changes in elevation
shall be made with a stepped situation. All subgrade elevations
shall be formed during the course of the work and shalT-be kept clean
of all rubbish and debris.

Excavation shall not be done below the grades shown on the drawings
unless so directed by the Environmnetal Designer in writing. Should
the Contractor, without authorization, excavate more than shown on
the drawings or specified, such excavation will not be paid for as
extra work and the Contractor shall refill such excavation with stone,
concrete or hard compacted material as directed by the Environmental
Designer.

SW-5

Frost protection: When freezing temperatures may be expected, do
not excavate to the full depth indicated, unless the footing or slabs
can be placed immediately after the excavation has been completed.
Protect bottoms of excavations from frost if concrete placement is
delayed.

2C-14 BACKFILLING: Backfilling shall not commence until construction below
finish gr has been approved, forms removed and the excavation
cleaned of trash and debris. Fills shall not be placed on subgrade
that is muddy, frozen or that contains frost.

Backfill shall be placed in layers not more than twelve inches (12")
thick and each layer shall be evenly compacted to the density
specified below. Finished compacted areas shall be brought to a rea-
sonable true and even plane at the required elevations. The moisture-
density relationship of soils to be compacted will be determined in
accordance with ASTM D698, latest edition, and field density determin-
ation made in accordance with ASTM D1556, latest edition.

2C-15 COMPACTION OF SOILS: Minimum density to be obtained in compacting
soils shall be the following percentage of "maximum density" as
defined in ASTM D698 Method C,

LOCATION PERCENTAGE

Backfill under slabs or paving on grade 95%

Backfill of all utility trenches under paving. 95%

.2C-16 POROUS FILL: Spread porous fill evenly over prepared subgrade or
E-ackfill so'that after compaction thickness shall be as indicated
on the Drawings.

Compact porous fill in place using vibratory compaction equipment
to obtain desired even compaction over the entire area.

2C-17 FINISHED ROUGH.GRADING: Uniformly grade all areas to*a smooth even
surface. The finis surface shall be compacted and free from
irregular surface changes, and shall be graded in relation to the
finished elevations to drain water as indicated on the drawings or
as directed in the field.

2C-18 SUBGRADES: Grades not otherwise indicated shall be uniform levels
or sT-opes between such points where elevations are given or between
such points and existing finished grade. Rough grade elevations
shall be four inches (4") below finished grade wfiere lawn work is
involved.

SW-6

DIVISION II

SITE WORK

SECTION 2D - PAVING (BITUMINOUS, WOOD CHIPS, GRAVEL & SAND)

PART I - GENERAL

2D-1 SCOPE: The Contractor shall furnish all labor, superintendence, materials,
tools, equipment and all means of construction necessary to complete all
work specified below and depicted on all drawings, or reasonably implied
therefrom in a first class, efficient and workmanlike manner. The items
of work to be performed shall include but are not limited to:

1. Subgrade for bituminous paving, fitness trail & gravel surfaces
2. Sub-base for bituminous paving, fitness trail & gravel surfaces
3. Bituminous paving and patching (parking l.ot & basketball court)
4. Bituminous resurfacing
5. Gravel surfaces (play area, picnic bench and game table pads)
6. Sand Play Area
7. Woodchip/sand surface for fitness trail
8. Metal Edging
9. Cleanup
2D-2 LIMITS OF WORK: The drawings show project and/or property lines forthe
purpose oT-T-dentification, and these lines should be regarded as limit
of work lines except where otherwise indicated, or directed.

2D-3 CO-ORDINATION: Work specified in this section shall be carefully co-
ordinated with all utility lines and curbing within paved areas.

PART 2 - MATERIALS

2D-4 STONE BASE AND SURFACE MATERIALS:

1. Stone base material for the asphalt parking, fitness trail, play area
and basketball areas shall be 2A modified crushed stone conforming to
Pennsylvania State Department of Transportation Specifications, Form
408, 1976.

2. Stone base materials for the fitness trail shall be three-quarter inch
(3/4") modified crushed stone conforming to Pennsylvania State Depart-
ment of Transportation Specifications, Form 408, 1976.

3. Gravel for the play area and picnic bench and game table pads shall
be Delaware River Jacks (multi-colored) as produced by Langhorne Stone
Company, Langhorne, Pennsylvania, or approved equal: three-eighth inch
(3/8") for the play area and three to five inches (3" - 5") for the
pads. A sample is to be submitted to the Owner's Representative for
approval.
0

SW-7

2D-5 OTHER SURFACE MATERIALS

1. Sand for the play area and to be mixed with woodchips for the fitness
trail surface course shall have been sterilized and of an approved color.

2. Woodchips shall be clean and free of any debris, twigs or organic
material. Sample(s) shall be submitted to the Owner's Representative
for approval.

3. Metal edging shall be one-quarter inch (1/4") by five inches (5")
flat stock and pins as manufactured by Joseph T. Ryerson & Son, Inc.
Chicago, Illinois.

2D-6 BITUMINOUS PAVING MATERIALS: A-1 bituminous materials and paint shall
meet all requirements of the Pennsylvania Department of Transportation
Specifications, Form 408, 1976, for use as follows:

1. ID2 Binder Course for base on new parking areas, the basketball court,
and patching of the streets where required. Where used for surface
course of the parking area, additional fines are to be added.

2. ID2 Wearing Course for surfacing of patches in roadway.

3. FJ-1 Wearing Course for surfacing on basketball courts.

4. Bituminous tack coat for use along edge of existing paved surfaces
prior to the placement of new asphalt material.

5. Line Paint to be approved type of traffic line paint, for demarcation
of parking stalls and the basketball court surface.

PART 3 - EXECUTION

2D-7 SUBGRADE FOR BITUMINOUS CONCRETE PAVING:.

1. Fill as specified in Section 2C shall be used where removal of
topsoil or other undesirable material brings the elevations lower
than the proposed finish subgrade. Fill shall be placed. in layers of
twelve inches (12") and compacted with a vibratory or sheepsfoot
roller weighing not less than ten (10) tons or other approved means
until ninety-five percent (95%) maximum dry weight density in accor-
dance with ASTM D-698 is obtained. All hollows and depressions which
develop under rolling shall be refilled with approved fill as per
these specifications and rolled until subgrade is firm and even. In-
accessible areas shall be compacted with a hand vibratory compactor or
other approved means.

2. Subgrade Preparation: Subgrade shall be cleared of all objectionable
material as specifl-ed in Section 2C and shall be compacted with approved

SW-8

equipment as indicated above.. See details for depth of subgrade
below finished surface for different surface types.

3. Construction Co-ordination: All walls/curbs, drainage structures,
utilities or other structures within or adjacent to the paving areas
or underground must be in place and backfills thoroughly consolidated
before the subgrade preparation is completed and pavements are laid..
This does not imply that various portions of the work may not be per-
formed progressively as the areas are made ready.

4. Approvals: No sub-base shall be placed until the subgrade has been
approved by the Owner's Representative.

2D-8 STONE BASE COURSE BITUMINOUS PAVING:

1. Placement: The stone base as specified shall be placed on the
approvei-finished subgrade to the depth noted in the details after
cmaction. Stone shall be compacted with an approved roller of ten
(10 ton 3-wheel or other approved design until it no longer waves
or creeps before the roller.

2. Spreading of Stone I: Shall be directly from trucks or from piles
outside the pavement area, any concentration of fine or coarse stone
will be removed and replaced with well-graded stone.

3. Condition: The Contractor is responsible for the maintenance and
repair of the sub-base during the course of construction. If damage
occurs to the stone base after rolljing, the Contractor shall repair
the base and recompact prior to paving.

4. Approvals: The sub-base must be approved by the Owner's Representative
before pTacement of the base course. It must be dry and even, conform
to proper lines and grades and be free of all foreign material.

2D-9 BASE COURSE - BITUMINOUS PAVING,

1. Placement: All base course material shall be placed in accordance
with Pennsylvania Department of Transportation Specifications Form
408, 1976. An approved type of spreader shall be used.

2. Asphalt Base Course: Shall be laid under approved conditions in the
quantity required Eo form a uniform surface after full compaction of
thickness as indicated on the Drawings. Existing asphalt in street
to be removed shall be cut to a clean even line and to the full depth
of the existing material. The base course for the basketball courts
shall be.two inches (2") after compaction.

3. Locations Inaccessible: To the roller shall be compacted with an
approved hand vibratory compactor having a bearing area not exceeding
36 square inches, or with other approved equipment.

SW_9

4. Approvals: The base course must be approved by the Owner's Repre-
sentative before pliacement of the surface course. It must be true
to line and grade and everywhere parallel to the existing finished
grade(s). All high spots and depressions will be adjusted prior to
application of surface layer. Any damage done to the base shall be
repaired prior to placing of the surface course.

5. Protection: All curbs, drain inlets, walls, and other installations
in or ad]'acent to the area to be paved shall be fully protected by
covering or other suitable method before the base course is installed.

2D-10 BITUMINOUS PAVING, SURFACE COURSE

1. The surface course shall be laid in accordance with the Pennsylvania
Department of Transportation Specifications, Form 408, 1976. Asphalt
shall only be placed when the base course is dry, clean and the temper-
ature is at least 40 F. Tack coat, as specified, shall be installed
in accordance with the same above specifications, when patching against
existing asphalt. 1

2. Spreading of the surface course in the parking area shall be done by
mechanical self-powered paver capable of spreading the mixture true to
line and grade. This course shall be placed to the final grades and
elevations indicated on the drawings. Care must be taken to insure
that no depressions occur greater than one-quarter inch (1/4") in ten
feet (10') in any direction.

3. Compaction of the main area shall be with a minimum of an eight (8)
ton roller. Locations inaccessible to roller shall be compressed with
approved heated hand vibratory compactor.

4. Where defects including damage appear in composition, compression or
finish of the completed work, such areas shall be removed to the full
depth of the course and the defective material replaced with the
required thickness of pavement after compaction, at the Contractor's
expense.

5. Construction of the surface course shall be continuous and visible.
Joints will not be accepted. If it is necessary to roll over the end
of the laid mixture, the compacted end shall be cut back sufficiently
to insure a proper joint. Any curbs pushed out of alignment or damaged
due to rolling or other construction under this contract shall be
realigned or replaced at no additional cost to the Owner.

6. Meeting existing paving: Wherever new pavement meets existing pavement,
it shall form a complete even joint free of any gaps or missing pavement
whether or not such connections are indicated on the Working Drawings.
Existing paving shall be cut to a clean even line prior to placing of
proposed paving and any exposed edge(s) coated with specified tack coat.

U-10

7. Final thickness shall be one inch (l") after compaction for the surface
course for the basketball courts and a minimum of two inches (2")
after compaction for the parking and road surfaces.

8. The paving of the basketball court is to be carefully placed so the
surface does not vary more than one-quarter inch (1/4") in ten feet
(10'). Waterholding areas, or 'bird baths', are strictly prohibited.
Such conditions, if they occur, shall be rectified at the discretion
of the Owner's Representative at the Contractor's expense.

9. Where resurfacing course stops against existing asphalt paving, a "V"
channel shall be cut in the existing paving and the new paving butted
against. No feathering of resurfacing course will be permitted.

10. Line painting for the parking and courts shall be done in a workman-
like manner with straight even lines of the size indicated on the
drawings.

2D-11 STONE & GRAVEL - PLAY AREA AND PICNIC BENCH AND GAME TABLE PADS:

1. Stone for base as specified under 2D-4-2 shall be placed to a compacted
depth of four inches (4") throughout the area designated for stone. It
shall be evenly spread and rolled with an approved eight (8) ton roller
or other approved means to create an even smooth surface. Inaccessible
areas shall be compacted by a hand vibratory compactor.

2. Stone for the surface as specified under 2D-4-3 shall be placed to a
depth of four inches (4"), or as otherwise indicated on the drawings.

3. The Contractor shall be responsible for an even, well-compacted sub-
grade prior to placing stone.

2D-12 SAND - PLAY AREA: Sand as specified under 2D-1 shall be placed to a full
depth of eigFt-inches (8") .

2D-13 WOODCHIPS/SAND - FITNESS TRAIL: Woodchips and sand as specified under
2D-2 shall be mixed in a proportion of three (3) parts woodchips to one
(1) part sand before placement. After mixing thoroughly it shall be evenly
spread to a compacted depth of four inches (4") with an approved roller or
other approved means to create an even smooth surface. Inaccessible areas
shall be compacted by a hand vibratory compactor. Edges of the trail and
fitness stations shall be formed by spade cutting a clean straight edge.
Adjacent lawn areas shall be repaired, as necessary.

2D-14 CLEANUP: During paving operations all excess material and debris shall be
picked--up and disposed of off-site.

SW-11

DIVISION II

SITE WORK

SECTION 2E - CONCRETE

PART I - GENERAL

2E-I SCOPE: The Contractor shall furnish all labor, superintendence, materials,
Too-Is, equipment and all means of construction necessary to complete all
work specified below and depicted on all drawings, or reasonably implied
therefrom, in a first class, efficient and workmanlike manner. The items
of work to be performed shall include but are not limited to:

1. Subgrade for concrete slabs (park shelter, bike rack) & walks
2. Stone base for concrete slabs (park shelter, bike rack) & walks
3. Forms
4. Concrete slabs (park shelter, bike rack) & walks
5. Concrete foundations

2E-2 LIMITS OF WORK: The drawings show project and/or property lines for
e purpose of identification, and these lines should be regarded as limit
of work lines except where otherwise indicated, or directed.

2E-3 CO-ORDINATION: Work specified in this section shall be carefully co-
ordinated wit all other utilities and site work occurring within paving
areas.

PART 2 - MATERIALS

2E-4 CONCRETE:

1. Forms: Shall be constructed of clean, straight steel, lumber or ply-
wood, tight to prevent leakage of water and fine material.

2. Cement: Cement shall be Air-Entrained Portland Cement, Type IA or IIA,
or high early strength Portland Cement. It shall conform to the ASTM
specification, serial designation C-150, latest edition, and shall be
a brand approved by the Owner's Representative. One brand of cement
shall be used for all exposed concrete. All cement shall be freshly
manufactured stock. Cement reclaimed from cleaning bags or leaking
containers shall not be used.

3. Aggregates: Concrete aggregates shall conform to the tentative speci-
fication@'-for Concrete Aggregates, ASTM Serial Designation C-33, latest
.edition. The maximum size of the coarse aggregate shall not be larger
than three-quarter inch (3/4").

4. Reinforcin@ Steel: Reinforcing steel must be correctly rolled to
secFi@on and free from all surface defects, and shall be in accordance

SW-12

with ASTM A-615, Grade 60, as evidenced by manufacturer's certificates.
The steel shall be new billet stock of American manufacture. All
bars shall be deformed and rolled with raised symbols to identify the
manufacturer size and grade of the bar.

Welded wire mesh reinforcing shall conform to ASTM A-185, amended to
date &60,000 p.s.i. yield point).

Tie wire shall be No. 18 U.S. Steel Wire Gauge black annealed wire.

5. Expansion joint material shall be an approved cork expansion joint.
The Contractor is to submit detailed information on the particular mater-
ial to be used for approval. Sealer shall be an approved type of rub-
berized sealer - information to be submitted for approval.

6. Stone base material shall be three-quarter inch (3/4") modified crushed
stone conforming to Pennsylvania State Department of Transportation
Specifications, Form 408, 1976.

PART 3 - EXECUTION

2E-5 CONCRETE SLABS, WALKS & FOUNDATIONS

1. Subgrade shall be compacted to ninety-five percent (95%) dry maximum
density as outlined under 2C-15 of this specification.

2. Stone base shall be placed where applicable over the completed subgrade
to a depth below the finished elevation as indicated on the Working
Drawings. Stone shall be compacted as outlined under Section 2D-8 of
this specification.

3. Froms shall conform to the shape, lines, grades and dimensions of
the concrete as called fo 'r on the Drawings. Steel and/or lumber used
in the forms shall be free from loose knots or other defects. Forms
shall be anchored securely to assure they will remain in place when con-
crete is poured.

4. Concrete shall be ready-mix which has a 28-day minimum compressive
strength of 3300 p.s.i. when tested in accordance with current A.S.T.M.
Designation C-143, amended to date. Cement used shall be air entrained
of Type 1A or IIA in accordance with A.S.T.M. Designation C-150,
amended to date. Sand shall be clean sharp bar sand.

5. Placing of Concrete: Care shall be taken in the placing of the con-
crete so as not to dislodge the forms of the reinforcing. The concrete
pad for the park shelter shall be scr6eded and finished with a wood float
to produce a smooth surface. 'Other areas of concrete shall be screeded
and finished with a wood float, then brushed to producea light broom
finish. Care shall be taken not to work the concrete while it is ex-
0 cessively wet.-
Expansion joints shall be one-half inch (1/2") premolded material of an
approved cork type and shall be recessed a minimum of one-half inch

SW-13

0 (1/2"); final one'half inch (1/2") shall be filled with an approved
sealer matching the color of the concrete. Expansion joints shall
occur at no more than twenty feet (20') on center. Expansion joints
shall also occur at interfaces with existing concrete paving. Con-
trol joints (scoring) shall occur as indicated on the drawings.

6. Curing of Concrete: Concrete shall be covered with burlap mats, hay,
straw, or other approved material for a period of three (3) days.
During this period the material shall be kept damp to prevent too
rapid curing.

If temperature is expected to reach 32 degrees Fahrenheit, spread
straw or other blanketing to prevent freezing of concrete. The Con-
tractor, at his own expense, shall be responsible for replacement of
any concrete damaged due to freezing, or rain, or improper pouring or
curing methods.

7. Forms are not to be removed (except face forms) for twenty-four
(24) hours after placing concrete, barricades against traffic for
seven (7) days.

8. Any damaged or broken sections shall be immediately replaced so as
to not hold up the progress of the job.

2E-6 CLEANUP: The Contractor shall clean up as he progresses with his work.
All deb is, excess concrete, forms and materials shall be removed from
the site.

SW-14

DIVISION II

SITE WORK

SECTION 2F - SITE DRAINAGE

PART 1 - GENERAL

2F-1 SCOPE: The Contractor shall furnish all labor, superintendence, materials,
tools, equipment, and all means of construction necessary to complete all
work specified below and depicted on all drawings, or reasonably implied
therefrom in a first class, efficient and workmanlike manner. The items
of work to be performed shall include but are not limited to:

1. Installation of gravel basin, runnel and splash bed.
2. Installation of aluminum corrugated metal pipe.
3. Backfilling of trenches.
4. Metal Edging.
5. Rip-rap.

2F-2 LIMITS OF WORK: The drawings show project and/or property lines for the
purpose oT-i7d-entification, and these lines should be regarded as limit
of work lines except to the front of the property where connections may be
made in the road right-of-way, or, where otherwise indicated, or directed.

2F-3 CO-ORDINATION OF WORK: The work in this section shall be carefully co-
ordinated with thp Ur-ading and Paving Work which will occur in the same vicinity.
PART 2 - MATERIALS

2F-4 STONE:
1. Surface stone for the gravel basin & runnel shall be three-eighth inch
(3/8") Delaware River Jacks (multi-colored) produced by Langhorne Stone
Company, Langhorne, Pennsylvania or approved equal. Gravel for the
splash bed at the Park Shelter shall be three to five inch (3" - 511)
of the same type.

2. Stone base for all drainage structures shall be one inch (1") clean
crushed stone.

3. Stone for Rip Rap shall be approved type of quarry 'shotrock' minimum
size to be eight inches (8") in any direction.

2F-5 PIPE: Shall be an approved type of aluminum corrugated metal pipe with
@_tandard pipe end section to fit ten inch (10") opening.

2F-6 METAL: Edging shall be as specified in Section 2D-5-3.

SW-15

PART 3 - EXECUTION

2F-7 TRENCHES: Trenches for the installation of the drain lines shall be
a minimum of eighteen inches (1811) wider than the diameter of the pipe,
or allow sufficient room to work around the pipe and properly backfill.

2F-8 INSTALLATION OF PIPE: All pipe shall be installed at the elevations
required on the Work-ing Drawings. Unless permitted otherwise in writing,
from the Owner's Representative, all pipe joints shall be left exposed until
inspected and accepted.

2F-9 JOINTS: All joints are to be completely sealed with approved material.

2F-10 PROTECTION: The interior of the pipe shall be kept clear of dirt and other
deleteriou-s material. As work progresses the exposed end of the pipe shall
be provided with approved temporary covers fixed to the pipe. Any damaged
pipe shall be removed and replaced immediately.

2F-11 RIP-RAP: Stone shall be a minimum of eiaht inches (8") in diameter as
previous ly specified. Stone shall be dumped in place to a depth of eighteen
inches (18") below finish grade.

2F-12 BACKFILL: The Contractor shall backfill around pipe in no more than
twelve inch (12") layers. Layers of backfill shall be compacted to eliminate
future settlement with an impact ram or other approved equipment.

Backfill material shall be free from large rocks, debris, and other material
which may hinder proper backfilling around the catch basins and drain lines.

SW-16

DIVISION II

SITE WORK

SECTION 2G - GENERAL SITE IMPROVEMENTS

PART 1 - GENERAL

2G-1 SCOPE: The Contractor shall furnish all labor, superintendence, materials,
tools, equipment and all means of construction necessary to complete all
work specified below and depicted on all drawings, or reasonably implied
therefrom, in a first class, efficient and workmanlike manner. The items
of work to be performed shall include but are not limited to:

1. Final subgrade preparation for site improvements.
2. Bollards.
3. Benches
4. Fencing.
5. Baseball infield mix.
6. Line marking.
7. Painting
8. Trash Receptacles.
9. Sign and lettering.
10. Picnic table.
11. Cooking unit.
12. Basketball backgoard posts and net.
13. Timber edging.
14. Grandstands.
15. Corner and foul line markers.
16. Bike rack.
17. Timber retaining wall.
18. Game tables.
19. Playground equipment.
20. Tire stops.

2G-2 LIMITS OF WORK: The drawings show project and/or property lines for the
purpose of 'identification, and these lines should be regarded as limit
of work lines unless otherwise indicated, or directed.

2G-3 CO-ORDINATION: The work performed under this section shall be carefully
co-ordinated with all Fencing Work.

PART 2 - MATERIALS

2G-4 MASONRY: Concrete shall be 3300 p.s.i. air entrained concrete as specified
in Paragraph 2E-4 of these specifications.

2G-5 METALS:

1. Reinforcing bars shall be high strength material and conform to ASTM
A-615 Grade 60, as amended to date.

SW-17

2. Welded wire mesh reinforcing shall conform to ASTM A-185, as amended
to date. (70,000 p.s.i. yield point).

3. Any bolts, nails or other fasteners shall be hot dipped galvanized, if
not being painted.

4. Tie wire shall be 18 U.S. Steel Wire Guage black annealed wire.

2G-6 WOOD:

1. Timbers for the retaining wall and edging shall be new six inch by
six inch by eight foot (V x 6" x 8% southern yellow pine or approved
equal. Bollards shall be of a size as indicated on the drawings.
Material shall be pressure treated with an approved material other than
creosote and having a .4 retention. Wood shall be free of splits,
decay, and noticeable mechanical damage.

2. Wood for the sign shall be eight inches (8") high by a width to match
existing clear heart Redwood or Cedar free of splits, decay, warp!,
loose knots, or noticeable mechanical damage. Wood shall be finished
two (2) sides and be a thickness to match the existing sign material.

2G-7 PAINTS AND FINISHES:

1. Stain for the sign shall be of approved manufacture of a color to
match the existing sign.

2. Paints for metal shall be as manufactured by Rust-Oleum Corporation,
Evanston, Illinois or approved equal. Primer coat shall be of an
approved color with a second coat of the same primer, unless otherwise
directed.

2G-8 INFIELD MATERIAL: Infield shall be clay - sand mixture "Best Top," as
manufactured by All American Best-Top and Recreation Co., Inc., or
approved equal. Sample and manufacturers specifications are to be sub-
mitted-for approval by the Owner's Representative.

2G-9 MANUFACTURED PLAY EQUIPMENT:

1. Player benches shall be a flat Miracote all metal red bench fifteen
feet (15') in length with two inch (2") I.D. pipe supports four feet
W) o.c. set in twelve inch (12") round by thirty inch (30") deep
concrete footings. Bench shall-be as manufactured by Miracle Recreation
@Equipment Company, o *r approved equal. Information on cuts to be sub-
mitted for approval.

2. Grandstands shall be five (5) rail all metal bleachers of "Miracote"
seat finish and galvanized metal frame as manufactured by Miracle
Recreation Equipment Co., Grinnell, Iowa, or approved equal. All
seats to be red in color. Cuts and specifications are to be submitted
for approval.

SW-18

3. Bike Rack shall be Rustic Bike Rack Model No. 676 as manufactured by
Game Time, Inc., Fort Payne, Alabama, or approved equal.

4. Game Tables shall be Redwood Game Tables with four (4) seats, Model
No. 105, as manufactured by Landscape Structures, Inc., De-lano, Minne-
sota 55328.

5. Picnic table shall be an eight foot (8') metal frame with wood top,
Model 511-080 as manufactured by Mexico Forge, Kilgore Corp., Reeds-
ville, Pennsylvania, or approved equal.

6. Cooking units shall be permanent all steel units, Model 455-000 as
manufactured by Mexico Forge, Kilgore Corp., Reedsville, Pennsylvania,
or approved equal.

7. The basketball standard, backboard and steel net shall be Model 901-200
as manufactured by Mexico Forge, Kilgore Corp., Reedsville, Pennsylvania
or approved equal.

8. Flat benches at basketball court shall be Model 180-006 as manufactured
by Mexico Forge, Kilgore Corp., Reedsville, Pennsylvania, or approved
equal.

9. Corner Markers: Corner markers and foul line markers shall be red
coated polyfoam pylon markers with aluminum ground socket as manufactured
by Jayfro Corporation, Waterford, Connecticut, or approved equal. The
Contractor is to submit complete information for approval.

10. Tire stops shall be reinforced concrete of an approved type and design
measuring six inches (6") high by six feet six inches (6'-6") long.

11. Trash Receptacles shall be new fifty-five (55) gallon drums with Self-
closing Domes, Model 504-000, as manufactured by Mexico Forge, Kilgore
Corp., Reedsvi.l..le, Pennsylvania, or approved equal. Finish as per
Section 2G-7.

12. Bases shall be of an approved type and manufacture. Cuts are to be
submitted to the Owner's Representative.

13. Fencing and gate with latch to receive padlock shall be six foot (6')
high stockade fence as manufactured by Rusticraft Fence Company,
Malvern, Pennsylvania, or approved equal.

14. Spring Animals shall be "Cat" - Model #SAlO as manufactured by Patrick
Manufacturing Company, Portland-, Oregon, or approved equal.

15.. Wood climber shall be Model 15cr modified, less slide (008) and arch
(615), plus Chain Ladder (306), Fire Pole (060), Log Roll (416), *with
See Saw Model 210r.

SW-19

16. Whirler shall be an eight foot (81) Spin-Around, Model 1508-000,
as manuractured by Mexico Forge, Kilgore Corp., Reedsville, Pennsylvania,
or approved equal.

17. Tire Raft shall be a nine foot by nine foot (9' x 9') O.D. Eight Tires
Model M690, as manufactured by Childscapes, Inc., Monroe, Georgia
30655, or approved equal.

PART 3 - EXECUTION

2G-10 SUBGRADE:

1. Final subgrade shall be a smooth even grade parallel to the finished
grade and at the proper depth for the particular facility.

2. Care shall be taken the subgrade is compacted properly prior to placing
of surface materials for the particular facility involved.

2G-11 TIMBER RETAINING WALL AND EDGING.:

1. Wood shall be as previously specified, and installed as per details
and drawings.

2. Edges of timber edging to have one inch (l") champher as shown on the
drawings. 10

3. No backfilling of retaining wall will be permitted before inspection
and approval by the Owner's Representative.

2G-12 BENCHES: New benches shall be the type as specified for players and/or
spectators. A cut and detailed information shal.1 be submitted for approval.'
Locations as shown on the plan drawings are approximate, Final locations
are to be set in the field. New and relocated benches shall be set plumb
and level with the detailed concrete foot (12" x 30") and no tilting of
the benches will be permitted.
2G-13 LINE & CORNER MARKINGS.:

1. Bases for corner markers to be used for the softball and soccer
fields shall be installed at the appropriate locations to hold the ground
socket, and shall be concrete footings eighteen inches (18") deep, set
two inches (2") below grade.

2. Lines for the fields will be laid out true and straight, and marked
with an approved lime.

2G-14 BOLLARDS:

1. Bollards shall be set as detailed on the drawings. Care shall be
taken as to spacing and setting plumb. All bollards shall be set to
the same height from finished grade.

SW-20

2. Bollard5 along straight runs are to be spaced five feet (5') O.C.;
along curves the number shown Qn the Drawin95 zhall be eyenly 5paced
between those at the terminus of a straight run.

2G-15 GRANDSTANDS: Contractor shall place stands where indicated on the drawings.
Stands sh be set on precast concrete curbing of approved type. Top of
curbing to be set approximately one-half inch (1/2") above finished grade.
2G-16 SOFTBALL INFIELD: The prepared infield mix, as specified, shall be
applied ov"e-F-t-F-e skinned area.to a depth of four inches (4") rolled and
raked smooth. A sample and complete specification on the mix are to be
submitted to the Owner's Representative prior to bringing the material
on-site. Particular care shall be taken to be sure.the subgrade of the
infield is uniform, smooth and the same qradient as the finished grade.

2G-17 PICNIC TABLES: Tables of an approved manufacture shall be set in a
four inch (4") gravel pad of size indicated herein and on the Drawings.
Tables shall be set plumb and level. Final locations of tables are to
be determined in the field by the Owner's Representative. Footings for
the table to extend to a depth of thirty inches (30") below finished concrete
surface.

2G-18 COOKING UNITS: Cooking units shall be set in a concrete footing as indi-
cated on the Drawings. Units to be set plumb and level to the appropriate
height. Final locations are to be determined in the field by the Owner's
Representative. .

2G-19 BASKETBALL STANDARDS: Basketball standards shall be set in the size
footing indicated on .the Drawings. Concrete shall be recessed enough to
allow for asphalt paving to butt against the pole. Care shall be taken
when setting the standards to establish the correct height from the finished
court surface. Standards shall be set pl-umb in all directions. Any con-
crete or asphalt materials splashed'on the pole shall be removed when work
is completed.

2G-20 PLAY EQUIPMENT: All specified equipment shall be permanently installed,
as per thF-manufacturer's instructions, including the provision of concrete
footings at the direction of the Owner's Representative. Cuts and detailed
information are to be submitted for approval. Final locations are to be
approved in the field by the Owner's Representative.

2G-21 BIKE RACK: The specified bike rack is to be installed as shown on the
Drawings in a four inch (411) concrete pad. Footings are to extend to a
depth of thirty inches (30") below the finished concrete surface.

FENCING: All fencing shall be installed as indicated on the Drawings. Care
shall b taken to set all sections at the same height from finished grade.
Posts shall be set in the ground prlumb, backfilled with screenings and
compacted.

2G-23 TRASH RECEPTACLES: Will be placed at the direction of the Owner's Represen-
Ta-tive.

SW-21

DIVISION II

SITE WORK

SECTION 2H - LAWNS AND PLANTING

PART 1 - GENERAL

2H-1 SCOPE: The Contractor shall furnish all labor, superintendence, materials,
tools, equipment and all means of construction necessary to complete all
work specified below and depicted on all drawings, or reasonably implied
therefrom, in a first class, efficient and workmanlike manner. The items
of work to be performed shall include but are not limited to:

1. Scarifying of subgrade for topsoil.
2. Supplying, hauling and placing of topsoil.
3. Fine grading.
4. Seedbed preparation.
5. Selection of all trees and shrubs of the kind and size specified.
6. Planting of all trees and shrubs.
7. Seeding and mulching.
8. Stone mulch supplied and installed.
9. Maintenance and guarantee of plant material as specified.
10. Areas of Natural Plant Succession.

2H-2 LIMITS OF WORK: The drawings show project and/or property lines for the
purpose of identification, and these lines should be regarded as limit of
work lines unless otherwise indicated, or directed.

2H-3 CO-ORDINATION: Work specified in this Section shall be carefully co-
ordinated Section 2G "General Site Improvements," Section 2C "Earthwork,"
and 21 "Fencing."

PART 2 - MATERIALS

2H-4 TOPSOIL:

1. Supplied topsoil shall be natural, friable, fertile, fine sandy loam
possessing the characteristics of representative topsoils in the vi-
cinity which produces heavy growth of grass, crops, or other vegetation;
and shall be obtained from naturally well-drained areas from which the
topsoil has never been stripped. The topsoil shall be free from subsoil,
objectionable weeds, sods, stiff clay, stones l,arger than two inches (2")
in diameter, or any other material or substance which might be harmful
to plant growth or a hindrance to planting operations.

2. Topsoil shall meet the following requirements as it will. be tested
for compliance:

a. pH-5.7
b. Organic matter 2.5% to 3.5%

SW-22

c. Phosphorus - High
d. Potash - High

2H-5 PEAT: Peat (not peatmoss) shall be "HUMIX" or "HUMALL PEAT" or approved
equal for use in plant pits and beds. Baled peat shall not be used as
a mulching material.

2H-6 PLANTING SOIL MIXTURE: The planting soil mixture shall be composed of
the following materials well mixed in the specified proportions which are
by volume, and shall be hereinafter referred to as: soil mix, three (3)
parts peat to six (6) parts topsoil.

2H-7 COMPLETE FERTILIZER: Fertilizer shall be complete mixture analyzing 10%
Nitrogen, 6% Phosphorus, 4% Potash of which at least one-half (1/2) of
the nitrogen shall be ureaform. It shall be uniform in composition, free-:
flowing and suitable for application with approved equipment. Fertilizer
shall be delivered in its original unopened container with a guaranteed
analysis, the trade name, trade mark and the warranty of the producer printed
on, or attached to, each container.

2H-8 WRAPPING MATERIAL: Wrapping material for trees shall be Krinkle-Kraft,
waterproof paper 30-30-30 in four inch (4") strips or other approved paper.

2H-9 RUBBER HOSE: Rubber hose for guying shall be new two (2) ply fabric
bearing rubber hose. Inside diameter not less than one-half inch (1/2").

2H-10 GUY WIRE: Guy wire shall be galvanized iron malleable wire No. 12 guage.

2H-11 TREE STAKES: Shall be as indicated on the detail drawing.

2H-12 MULCH: Shall be three-eighth inch (3/8") Delaware River Jacks (multi-colored)
as produced by Langhorne Stone Company, Langhorne, Pennsylvania, or approved
equal. A sample is to be submitted to the Owner's Representative for approval.

2H-13 WATER: Water is not available at the site and the Contractor shall acquire
his needs from other sources at his own expense.

2H-14 WEED SHIELD: An approved type of black plastic (.006 mil) shall be used
beneath the gravel mulch areas, as indicated on the drawings.

2H-15 PLANT MATERIALS:

1. Inspection: The Contractor shall be responsible for all certif-
icates of inspection of plant materials that may be required by an
authority to accompany shipment of plants.

SW-23

2. Inspection and Samples: All plants shall be subject to inspec-
tion and approval by the Owner's Repres6ntative'at:.any time.

3. Names and Grades: Names, size and grade of plants shall con-
form to the St ard of the American Association of Nurserymen
Inc. as published in "American Standard for Nursery Stock" 195i
edition, unless otherwise stated, or specified. No substitution
of size or grade shall be permitted except by written permission
of the Owner's Representative.

4. Quality: All plants shall be healthy, and typical of their
species or variety, well-developed, and heavy branching, and
have vigorous root systems in accordance with accepted standards
of the American Nurserymen's Association.

5. Measurements: All plants shall conform,to all measurements
specified on the drawings or the bid proposal for these speci-
fications.

6. Lawn Seed Mix: Shall be as follows:

Kentucky - 31 Fescue 90%
Kentucky Bluegrass 10%

PART III - EXECUTION

2H-16 SCARIFYING OF SUBGRADE: Prior to the placement of topsoil over
planting areas, the subgrade shall be made true to grade and the area
scarified to a depth of three inches (3"). All resulting debris over
two inches (2") in any dimension shall be removed.
2H-17 PLACEMENT OF TOPSOIL: Topsoil, which will have to be hauled in, shall
be placed over the scarified and approved subgrade to the depth speci-
fied after natural settlement. Blend all topsoil fill back to existing grades.

2H-18 APPLICATION OF LIMESTONE AND FERTILIZER:

1. A al Limestone: Shall be uniformly applied on all areas
,gricultur
designated for lawn at the rate of fifty (50) pounds per one
thousand (1000) square feet or in sufficient quantity to bring
the pH level of the topsoil to a value of pH 6.5 (whichever
quantity-is greater).

2. Fertilizer: As specified shall be uniformly applied on areas

SW-24

designated for lawn at a rate of twenty (20) pounds per one
thousand (1000) square feet of surface area.

3. Method of Application: Limestone and fertilizer shall be incorporated
into the upper four inches (4") of topsoil layer by rotovator or other
approved method.

2H-19 SEEDBED PREPARATION: Following the application of the fertilizer, all
areas shall be fine-graded by raking to remove any irregularities or undu-
lations on the surface resulting from previous operations. All stones over
one inch (1") in diameter and other debris shall be removed and the seed-
bed left with a uniformly fine texture ready for seed. Before seeding
the final grading shall be approved by the Owner's Representative. In the
event of a storm, the area shall be reraked before seeding, at the Con-
tractor's expense.

2H-20 SEEDING:

1. Location.: Seeding shall take place in all areas of the park designated
as LAWN on the drawings. In addition, all areas labeled EXISTING LAWN
shall be repaired as may be directed by the Owner's Representative.

2. Seedina shall be done at the rate of nine (9) pounds per one thousand
(1000) square feet with an approved spreader on all disturbed areas.
Seed shall be sown two (2) times with one-half (1/2) the seed being -
sown each time. The seed shall be sown in two (2) directions at right
angles to each other.

3. Time: In general, the time of seedi ng shall be from March 15th to
Na-yl5th and from August 15th to October 15th. If seeding is accom-
plished at any other time, the Contractor is forewarned by this Article
that nothing less than a dense, strong stand of grass will be accepted,
and reseeding will be required as often as the Owner's Representative
deems necessary.

4. Rolling: Seeded areas shall be rolled with an empty ballast type
rolTe--rto firm the seed into the soil.

5. Mulching: Clean straw mulch shall be applied at the rate of two (2)
tons per acre and tacked in place with emulsified asphalt.

2H-21 WATERING OF SEEDED AREAS:

1. Shall commence seven (7) to ten (10) days after seeding or sodding
operations, and shall be continued weekly until the acceptance of the
job by the Owner's Representative.

2. Sufficient water shall be applied to provide the equivalent of one
inch (1") of rainfall per application.

SW-25

2H-22 PLANTING OPERATIONS:

1. Digging and Handling: All plants (B&B) shall have firm natural
balls of earth, the diameters conforming to the "American
Standard for Nursery Stock" 1959 edition, relative to the size
of the plant.

2. Protection: Planting of balled and burlapped plants may be
performed at any time of the year when the soil and backfill
material are in suitable condition. Any plant material moved
between May 1st and October 1st shall receive special care and
treatment, as necessary.

3. Excavation of Plant Pits: All rocks, bricks, rubbish, or other
deleterious material sWa-11 be removed to the depths necessary
to permit the proper planting of trees and shrubs; and any result-
ing pockets or depressions shall be filled with an approved soil
and be thoroughly tamped before proceeding with the planting. All
tree pits shall be at least two feet (2') greater than the ball or
root spread. Shrub pits shall be one foot (V) greater than the
ball or root spread. Both tree and shrub pits shall be a depth
sufficient to accommodate the depth of the ball plus six inches
(6"). Subsoil from plant pits shall be disposed of on site.

4. Backfilling of Plant Pits: Before setting the plants, all tree
and shrub pits shaIT-Fe-partly backfilled to a depth of six inches
(61 with the specified planting soil mix. After the plant has
been properly set, the pit shall be backfilled in six inch (6")
layers and thoroughly tamped or puddled. When partially backfilled
the burlap shall be removed from the sides and top of the ball and
adjusted to prevent the formation of air pockets, but no burlap
shall be pulled from under the ball of the plant. Shallow basins,
or saucers, the diameter of the hole shall be formed around the
trees and shrubs.

5. Setting Plants: All plants shall be set at such a level that,
after settlement, a natural relationship of the crown of the
plant with the surrounding ground will be established. Care shall
be exercised to set the plants plumb. Wires and metal containers
shall be removed prior to setting of plants.

6. Guying: All shade trees shall be staked as detailed.

7. Wrapping: All deciduous trees shall be wrapped and securely tied
at the bottom and top, and at two inch (2") intervals along the
trunk. The trunk shall be painted with 50% Sevin solution prior
to wrapping.

SW-26

8. Pruning: All plants shall be neatly pruned after planting in
accordance with the best standards of practice. At least one-
third (1/3) of the wood of deciduous plants shall be removed
by thinning branches, but no leaders shall be cut.

2H-23 WATERING OF PLANTS: Plants shall be carefully watered immediately
after planting. Water shall be applied only by open hose at low
pressure.

2H-2-4 MULCHING: Upon completion of the planting operat@on- All pl.anting beds,
trees, and shrubs shall be mulched with a two inch (2") layer of
the type mulch specified for the area. Where red shale mulch is
used, a layer of plastic,as previously specifiedshall be installed
beneath the stone except for around the plants.

2H-25 CLEANUP: Throughout the course of seeding and planting, excess
and waste materials shall be continuously and promptly removed
from the site. All precautions shall be taken to avoid damage to
existing facilities.

2H-26 ESTABLISHMENT, MAINTENANCE, AND GUARANTEE OF PLANTING:

1. Responsibility: The Contractor shall be responsible for the
proper care of all trees, shrubs, and ground cover during the
period when these plants are becoming established. This per-
iod shall begin at the time that any individual phase of this
work is completed and continue for a period of twelve (12)
months from the date that all work under this contract is
complete as certified by the Environmental Designer and such
shall be considered the "Guarantee Period."

2. Condition of Plants: All plants shall be kept in a healthy
condition by pruning, spraying, adjusting of guys and by any
other necessary operation of maintenance. Plants which die or
become unhealthy from any cause, or appear to be in a badly
impaired condition shall be removed promptly and replaced as
directed by the Environmental Designer, and any plants that
settle below or raise above the desired finished grades shall
be reset at the desired proper grades. All replacements shall
be plants of the same kind, size and quality as originally
specified in the plant list, and they shall be furnished,
planted, and guyed and maintained as specified at no additional
cost. The Contractor will not be responsible for plants des-
troyed or lost due to vandalism, or acts of neglect on the
part of others.

SW-27

3. Conclusion: At the conclusion of the "Guarantee Period" a final
inspection of all planting included in this contract will be
made by the Environmental Designer. At that time, any plant
found not to be in a healthy growing condition, broken, damaged,
or otherwise in such a condition as to impair or destroy the
symetrical or other desired appearan 'ce as determined by the
Environmental Designer shall be replaced.

2H-27 ESTABLISHMENT, MAINTENANCE AND GUARANTEE OF SEEDED AREAS:

1. Maintenance: The Contractor shall be responsible for the seeded
areas during the period when the turf is becoming established.
The period shall begin at the time that the seedingis substan-
tially completed and continue for a period of forty five (45)
days. The grass shall be cut at a two inch (2") height when it
reaches a height of three inches (3") , and each subsequent
time until-the guarantee period has expired. Such period shall
be considered the "Guarantee Period of Lawn."

2. Conclusion: At the conclusion of the "Guarantee Period," a
final 'inspection of the work will be made by the Owner's Repre-
sentative. All areas designated for grass shall be covered with
a stand of grass acceptable to the Owner's Representative. All
areas not accepted shall be repaired and reseeded as specified
herein. Any bare areas of one (1) square foot and larger shall
.be reworked and seeded, as willareas of sparse growth. Prior
to turning over to the Owner, the lawn will be refertilized as
previously specified.

2H-28 AREAS OF NATURAL PLANT SUCCESSION:

1. Intent: Areas delineated for the promotion of Natural Plant Succession
shall be executed upon initiation of construction activity. The cross-
hatched areas define the limits of areas which are to be left undisturbed
during construction, and not maintained thereafter (except to remove
plant materials which are -considered hazardous to humans - e.g. poison
ivy - or other desirable plant materials which may be contained therein
over time); i.e. no mowing of existing lawn in these areas subsequent
to the establishment.

2. Establishment: The limits of th ese areas are to be staked out in the
field by the Contractor, subject to the review,approval and potential
direction of adjustments by the Owner's Representative.

3. Protection: Upon the attainment of the approval of the Owner's Represen-
tative, Contractor shall erect an approved type fence around the
entire perimeter for the purpose of insuring their protection.

SW-28

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WO ISCALS

DIVISION II
SECTION 21 - FENCING SITE WORK

PART I - GENERAL

21-1 SCOPE: The Contractor shall furnish labor, superintendence,
ia-terial, tools, equipment and all means of construction necessary
to complete all work specified below and depicted on all drawings
or reasonably implied therefrom, in a first class, efficient
workmanlike manner. The items of work to be performed s"hall.
include but are not limitdd to:

1. Excavation for post holes as necessary.
2. Installation of new fabric posts and fittings.
3 *. Baseball backstop.
4. Cleanup.

21-2 CO-ORDINATION: The work performed under this section shall be
carefully co-ordinated with all other Site Work.

PART II - MATERIALS

21-3 FABRIC: Fabric material shall be zinc coated steel wire fabric
(galva ized after weaving) conforming to ASTM A-392. Fabric shall
be a'9 gauge wire woven in a two i 'nch (2,'-') mesh with a minimum tensile
strength of 75,000 p.s.i. Top and bottom selvages to have a barbed
finish. Fabric to be black vinyl coated as manufactured by Colorguard
Corporation, Raritan, New Jersey, or approved equal.

21-4 POSTS:

1. Line posts shall be hot dip galvanized two and one-half inch (2k")
o.d. posts with a weight of 3.65 lbs./lineal foot. No used, re-
rolled or open seam material will be permitted in posts or rails.

2. Terminal Posts: End.,.corner, and gate posts hot dip galvanized pipe
three inches (3") o.d.,with a weight of 5.79 lbs. per lineal foot.

21-5 FITTINGS-RAILS-TENSION WIRES:

1. All fittings, rails and tension wires shall be hot dipped gal-
vanized new material.

2. Tension bars shall be 3/16"-x 3/411.

3. Tension bands shall be 7/8" x 14 gauge steel.

SW-29

4. Dome caps shall be malleable or semi-steel tops.

5. Top rail shall be hot dipped galvanized pipe 1-5/8" o.d.,
weight 2.27 lbs. per lineal foot and provided with couplings
every twenty feet (20, Couplings to be outside sleeve type
at least seven inches'17-11) in length.

6. Corner braces to be hot dipped galvanized of same size as the top
rail.

7. Rods shall be 3/8" diameter and be hot dipped galvanized.
8. Tension wire shall be a six (�) gua'gp galvanized coiled spring wire.
Fasteners shall be galvanized steel wire ties.

21-6 BACKSTOP: Shall be hot dipped galvanized Model No. 551-521 with
hood as manufactured by P.C.A. Industries, Inc., Grissan Drive,
St. Louis, Missouri, or approved equal.

PART III - EXECUTION

21-7 POSTS: Posts are to be spaced in line of fence no farther than ten
f-eet (lo') on center and set in concrete footings so as to furnish a
foundation and support sufficient to withstand any strain or shock
ordinarily brought to bear on a fence of this character. A liberal
factor of safety is to be provided. The plans show the minimum size
that will be acceptable. Concrete strength shall be 3300 p.s.i. after
28-day test.

Tops: All posts are to be fitted with specified tops; base of top to
carry apron around outside of post.

21-8 TOP RAIL: Top rail to be provided with couplings approximately every
twenty feet (20'). One (1) coupling in every five (5) is to contain a
heavy spring to take up the expansion and contraction of the top rail.
The top rail is to pass through the base of line'post tops and form a
continuous brace from end to end of each stretch of fence. The top
rail is to be securely fastened to terminal posts by suitable pressed
steel connections.

21-9 BRACES: Horizontal braces shall be furnished for the end and corner
posts; brace materials same as top rail, spaced midway between the
top rail and the ground, and to extend from the terminal post to the
first adjacent line post. Braces are to be securely fastened to the posts
by suitable pressed-steel connections, then trussed from the line post

SW-30

back to the terminal post with a three-eighths inch (3/8") round rod,
as specified.

21-10 FABRIC: The fabric shall be attached to the terminal posts with tension
bars and have steel tension bands spaced no further than fifteen inches
(15") o.c. The fabric shall be attached to the line posts and the top
rail with nine (9) guage galvanized steel wire ties spaced fifteen inches
(1511) O.C.

21-11 TENSION WIRES: The specified tension wire is to be stretched along the
bottom of the chain link fabric approximately four inches (4") from the
bottom edge and fastened every two feet (2') with a galvanized steel
wire tie.

21-12 SUBMISSIONS: The Contractor shall submit full information concerning
fhe manufacturer's specifications for the fence and other pertinent data
for approval by the Owner's Representative prior to installation.

21-13 BACKSTOP: An approved type backstop is to be set at the location as in-
dicated on the drawings. The backstop is to be set level and plumb with
appropriate sized concrete footings. Any concrete splashed on the fabric
or posts shall be cleaned off.

21-14 CLEANUP: At the conclusion of the fence work, all debris and pieces of
fence shall be picked up and removed from the area.

SW-31

DIVISION II

SITE WORK

SECTION 2J - PARK STRUCTURE

2J-1 SCOPE: The Contractor shall furnish all labor, superintendence,
Fai-terials, tools, equipment, and all means of construction necessary
to complete all work specified below and depicted on all drawings, or
reasonably implied therefrom in a first class, efficient and work-
manlike manner. The items of work to be performed shall include but
are not limited to:

a. Poligon Hex S36 Park Shelter Less Shingles
b. Masonry
c. Shingles
d. Painting
e. Hollow Metal Doors and Frames
f. Toilet Accessories
g. Plumbing
h. Electrical

2J-2 POLIGON HEX S36 PARK SHELTER, LESS SHINGLES:

See Insert - following pages.

2J-3 MASONRY:

All exterior concrete block walls shall be hollow "split face" with matching
color mortar. Color to be selected by the Owner's Representative@.

All interior concrete block walls shall be hollow load bearing ASTM
C-90 with Portland cement mortar.

All concrete block walls shall be cleaned of excess mortar with fiber
brushes and clear water or cleaning agent used in accordance with the
manufacturer's recommendations.

2J-4 SHINGLES:

Entire surface of roof shall be covered with 15# asphalt impregnated
felt before application of shingles.

Roof shingles shall be Bird & Son Architect 70 or approved equal with
hip and ridge shingles supplied by manufacturer.

All shingles shall be installed in accordance with manufacturer's
recommendations.

SW-32

2J -2

A DIVISION OF W. H. PORTER, INC.
P.O. Box 11 12-B HolIgn .(616) 399-1963
@d, MI 49423

INTRODUCTION PAGE 1.0

FRAME ASSEMBLY PAGE 2.0
PAGE 2.1
PAGE 2.2

ROOF & ACCESSORIES

PURLINS PAGE. 3.0
ROOF PANELS (PARK SHELTER) PAGE 3.1A
ROOF PANELS (INSULATED) PAGE 3.1 B
ROOFING INSTALLATION INSTRUCTIONS PAGE 4.0

ROOF CAP ENCLOSURES PAGE 5.0

SPECIFICATIONS - HEX 36

FRAME sball be designed and certified to carry a 30 pound per
square foot live load in accordance with the Uniform Building
Code (1976), BOCA Building Code (1975),.South Florida Building
Code (1979) and Seismic Zone Four of the Uniform Building Code
(for California).

COLUMNS shall be 611 x 611 structural steel tubes.

COMPRESSION RING shall be hexagonal shaped with a dimension of
4811 across the corners formed from an 81' channel 11.5#/ft.

TRUSS MEMBERS shall be 21" x 811 structural steel cees welded to
form a 511 x 81' steel tube.

TENSION MEMBERS shall be structural steel cees 8" x 21ll welded
together to form a 511 x 811-steel tube.

The structural steel frame is to be shop fabricated with all bolt-
ed connections to eliminate field welding. All steel shall be
shop primed with (1) coat of rust-inhibative red oxide primer.
Two finish coats of exterior metal paint shall be field applied
by the contractor per color schedule. All welded joints shall be
made to conform to ASTM standards and AISC specifications. Frame
structure shall be furnished with all necessary nuts, bolts and
fastening devices for total assembly of parts. All steel columns
shall be anchored to foundations with 3/411 anchor bolts on the
floor surface'. Anchor bolts to be furnished and shipped immediate-
ly upon receipt of order. .

PARK SHELTER ROOFS shall be 314" waferboard. Roof panels shall be
supported on 4 x 4 and 4 x 8 douglas fir (or approved equal by man-
ufacturer) wood purlins set radially from steel support to steel
support. Purlins shall be set in 18 gauge purlin hangers.

ALL ROOF SYSTEMS to be furnished with a 1" redwood fascia at the
eave edge. Roof system shall be 3-in-1 Jamaican Brown asphalt
shingles, 240 pound, over 15 pound roof felt over deck. Roof
pitch shall 3J:12. Shingles will be field applied by the con-
tractor. All flashings, fastening devices and sealants required
to be used in connection with the shell building shall be furnished.

CUPOLA & SKYLIGHT are optional.

INSTALLATION INSTRUCTIONS for
HEXAGON BUILDINGS

POLIGON'
A DIVISION OF W. H PORTER, INC.
R
d
ea

WE RECOMMEND THAT YOU TAKE THE TIME TO READ THROUGH THE INSTRUCTIONS TO FAMILIARIZE YOURSELF WITH THE STRUC-
TURE AND THE TASK BEFORE YOU. THE ASSEMBLY OF THE STRUCTURE IS REALLY QUITE SIMPLE, AND WITH BASIC CONSTTIUC-
TION SKILLS, YOU WILL FIND YOUR POLIGON TMto AS EXCITING A STRUCTURE AS IT GOES UP AS IT WILL PROVE TO BE FOR
THE YEARS TO COME.

TM
THE FOLLOWING LIST OF TOOLS WILL PROVE HELPFUL IN ERECTION OF YOUR POLIGON

TOOL LIST
(2) 1-14/", 1-1/8". 15/16" & 3/8" SOCKETS WITH RATCHET WRENCH HAMMER
110 A.C. POWER FOR ELECTRIC DRILL * 50' STEEL TAPE
LARGE SCREW DRIVER, REGULAR & PHILIPS CROW BAR
LEVEL CROSS CUT SAW
PLUMB-BOB WOOD CHISELS
DRIFT-PIN FOR 3/4" BOLT (SPUD) UTILITY KNIFE
COME ALONG DRILLS AND DRILL MOTOR
CHALK LINE (INSULATED ROOF ONLY WHEN LONG DRILLS
FRAMING SQUARE AND BEVEL SQUARE 3/16" X 6" ARE REQUIRED, (2) BITS ARE
SCAFFOLDING (A MUST WHEN CRANES OR LIFTS ARE NOT USED) FURNISHED WITH THE BUILDING.)
(TO BUILD UP WOOD SCAFFOLDING AS SHOWN IN INSTRUCTIONS.) SMALL DRILL SET
CAULKING GUN PAINT BRUSHES AND PAINT
12" CRESCENT WRENCH PHILIPS DRILL BIT

OPTIONAL - IT IS FREQUENTLY HANDY OR LABOR-SAVING TO HAVE ACCESS TO A POWER LIFT, SMALL CRANE, OR
BOOM TRUCK, A CUTTING TORCH, A POWER WRENCH-OR SCREW DRIVER, AND A POWER HAND SAW.
ALSO BAR CLAMP. (SEE FIG. K )
IF ELECTRIC POWER IS NOT AVAILABLE, POWER DRIVEN FASTENERS (NOT FURNISHED) CAN BE
USED TO SECURE FLAKEBOARD TO ROOF FRAME.

WARNING

USE EXTREME CAUTION IN ALL ERECTION PROCEDURES. INSTRUCTIONS CAN NOT COVER WARNINGS AGAINST ALL POSSIBIL-
ITIES OF INJURY. SOME OF THE MORE IMPORTANT POINTS AT WHICH SPECIAL CARE AND ATTENTION SHOULD BE EXERCISED:

A. USE ONLY RUGGED, WELL BRACED SCAFFOLD. DO NOT ATTEMPT TO SET FRAME WITH LESS THAN ADEQUATE SUPPORT.
B. UNTIL AT LEAST 3 "LEGS" OF THE FRAME ARE SET AND BOLTED TO THE COMPRESSION RING, THE DANGER OF
TIPPING OR FALLING IS CRITICAL.
C. USE CARE IN LIFTING ALL PARTS, WHETHER BY HAND OR MACHINE.
D. CARE SHOULD BE TAKEN IN STORING PARTS.
E. STORE FRAME, WALL AND ROOF PANELS OUT OF THE WEATHER UNTIL READY TO USE.

REMEMBER: THE TIME REQUIRED TO USE PROPER CARE WON'T DELAY AS 14UCH AS AN INJURY.

ASSEMBLY INSTRUCTIONS

BEGIN BY CAREFULLY CHECKING ALL PARTS AGAINST THE SHIPPING ORDER. THIS WILL HELP TO ACQUAINT YOU WITH THE
PARTS AND GIVE YOU A DOUBLE CHECK ON THE POSSIBILITY THAT ANY PARTS HAVE BEEN LOST, DAMAGED OR MIS-SHIPPED,,
NOTIFY W. H. PORTER, INC. IMMEDIATELY OF ANY SHORTAGES.
NOTE: THE DELIVERING CARRIER IS RESPONSIBLE FOR DAMAGES AND SHORTAGES OCCURRING DURING SHIPPING.
NOTATIONS AS TO DAMAGE AND SHORTAGES MUST BE NOTED ON THE "BILL OF LADING" AT TIME OF DELIVERY.
DELIVERING DRIVER SHOULD INITIAL ANY SUCH NOTATIONS.
REVISED FEBRUARY 1980 PAGE 1.0

TM
NOW THAT YOUR FOUNDATION IS CONSTRUCTED, YOU ARE READY TO PROCEED WITH YOUR NEW POLIGON

STEP I - STEEL FRAME

THE FIRST THING YOU SHOULD DO IS CHECK THE LOCATION OF THE ANCHOR BOLTS TO MAKE SURE THEY ARE WITHIN 3,1400
DIMENSIONS SHOWN. IF NOT, THEY WILL HAVE TO BE REMOVED, REDRILLED AND EXPANSION TYPE BOLTS INSTALLED.

(6) 3
Yj X 14"
ANCHOR
BOLTS

Oll
%..
A

t1% 40

IF BUILDING IS TO BE ENCLOSED WITH
PANELS, SEE FOUNDATION PLAN AND
CHECK SIZE. THE CONCRETE SLAB SIZE
IS VERY CRITICAL WHEN WALLS ARE USED.

3
18- 3 Y4

HERE IS A DRAWING SHOWING YOU WHAT YOUR COMPLETED STEEL FRAME SHOULD LOOK LIKE. STUDY THIS AND FAMILIA&IZE
YOURSELF WITH THE NAMES OF THE MEMBERS. WE WILL BE REFERRING TO THESE ITEMS THROUGHOUT THE INSTALLATION
INSTRUCTIONS.

---COMPRESSION RING
21176
TRUSS TAIL
121169

11 21146
--TENSION
&-COLUMN MEMBER
21144 174

BASE PLATE
@-"21143

HEX 36.
PAGE 2. Cl
REVISED FEB. 1980

STEP 2 - STEEL FRAME

SET BASE PLATES OVER ANCHOR BOLTS -- BOLT IN PLACE WITH
3/4" HEX. NUTS WITH FLAT WASHERS. USING 1-1/8" SOCKET
WRENCH, TIGHTEN BOLTS SNUG. (DO NOT "OVER TIGHTEN" AS
IT MAY BE NECESSARY TO FORCE COLUMNS LATERALLY WHEN
PLUMBING" FRAME AFTER ASSEMBLY.)
rica. c 72n"-exrl='

FLA-Tt
1211 A-V

STEP 3 STEEL nLid-M

ASSEMBLE COLUMNS TO TRUSS AT "KNEE JOINTS" TO
FORM SIX RIGID FRAMES. 3 BOLTS ARE REQUIRED
AT EACH CONNECTION. 00%

FOR EASE OF ASSEMBLY, LAY COLUMN AND TRUSS
FLAT AND BOLT TOGETHER.
00

FULLY TIGHTEN BOLTS AND NUTS AT THIS CONNECTION,
MAKING CERTAIN THAT THE PARTS ARE ALIGNED SIDE-
WISE AND BOLTS AND NUTS ARE TIGHTENED UNIFORMLY. f21144-
F-16. D

STEP 4 - STEEL FRAME

BUILD SCAFFOLDING TO HEIGHT SHOWN. SCAFFOLD MAY BE BUILT-UP WITH WOOD OR IT MAY BE STEEL. MANY LOCALITIES
HAVE A RENTAL AGENCY WHERE SUCH EQUIPMENT MAY BE RENTED.

DO NOT ATTEMPT TO BUILD SCAFFOLD TO BOTTOM OF COMPRESSION RING. TIPPING RIGID FRAMES INTO PLACE WILL BE,' OMF
TOO DIFFICULT.

TWIL)CEP e2 I 14-(10

rLywo.
PLAT m
1)e4 fRAMF-

COLUMN

ILl

STEP 5 STEEL FRAME

PLACE COMPRESSION RING ON SCAFFOLD AND BLOCK-UP AS SHOWN. LIFT ASSEMBLED
RIGID FRAMES TO SCAFFOLD AND BOLT IN PLACE ON COMPRESSING RING. COLUMN
SHOULD BE SET STRADDLING THE ANCHOR (BASE PLATE) AT THIS TIME.

BOLT RIGID FRAMES IN
PLACE IN ORDER SHOWN.

PLI*%TL U
7KINCS o,2117CP

To
3
00%]

FIG. G

f =?"'NME-

PACE 2.1
REVISED FEB. 198C

STEP 6 - STEEL FRAME qce(-u MN
211A4
CONTINUE PLACING RIGID COLUMN TRUSS ASSEMBLIES UNTIL
ALL SIX ARE PLACED AS SHOWN. INSERT 3/4" DIA. X 7"
BOLT THROUGH COLUMN AND BASE PLATE.

DO NOT TIGHTEN BOLTS THROUGH COLUMNS AT THIS TIME.
14
t?44"O '7'w

t-211-46o
STEP 7 - STEEL FRAME

NEXT BEGIN PLACING TENSION TAIM58ER IN RLACE. IT 14AY
ALSO BE HELPFUL TO USE A "DRIFT PIN" IN POSITIONING
THESE MEMBERS.

AS THIS SKETCH SHOWS, EACH SET OF BOLTS HOLDS TWO
TENSION MEMBERS IN PLACE - SO DO NOT PUT NUTS ON
UNTIL YOU HAVE BOTH MEMBERS SET. 11
1 =cl r-4 e-1 1211-
-4) 14V
STEP 8 STEEL FRAME C-<:VLUM@j
FASTEN U-CLIP ENCLOSURE IN PLACE ON FACE r2ll 4-4
OF COLUMN USING I" SCREWS. SEE FIG. I. P U-CLIP ENCLCE2Uf

6-2) OE:X
N U T co
T2U5t T.4,11-

STEP 9 - STEEL FRAME
BOLT TRUSS TAILS TO OUTSIDE FACE OF COLUMNS
AS SHOWN IN FIGURE J .

TF7Nu,-v--v
114 Cc
M M Et7 E@;:2@
STEP 10 - STEEL FRAME e2 11'74
CaL-u M
YOU HAVE NOW COMPLETED THE ASSEMBLY OF THE STEEL FRAME 1144
AND ARE READY TO "PLUMB" THE STRUCTURE.

PLUMB COLUMNS RADIALLY BY PLACING A
COME-ALONG" (AVAILABLE FROM YOUR
EQUIPMENT RENTAL AGENCY) AS SHOWN -
RACKING BUILDING AS REQUIRED.

FINALLY - TIGHTEN ALL NUTS AND BOLTS LEVEL
FULLY AND YOUR FRAME IS FINISHED.
(SEE FIG. B)
0--t r,@

IF WALL PANELS ARE TO BE INSTALLED, EXTRA ALIGNMENT TO FOUNDATION IS REQUIRED. SEE WALL PANEL INSTALIATION
INSTRUCTIONS.

PACE 2.2
REVISED FES. 1980

STEP I - PURLIN HANGERS

TO BEGIN ASSEMBLY OF ROOF, SET PURLIN HANGERS AT
DIMENSION SHOWN. DO NOT FASTEN HANGER UNTIL ALL
ARE TENTATIVELY PLACED. 8 D C01MN MAILS

110 to 6" SCREW

SNAP CHALK LINE 4 8 PURLIN
EAVE PURLIN

V%3

TENSION
YOU MAY FIND IT HELPFUL TO SET 8 D C0?=N NAILS MEMBER
WOOD PURLINS IN HANGER BEFORE
.FASTENING TO CHECK YOUR DIMENSIONS.

FIND POSITION OF PURLIN HANGER ON
TRUSS BY A-PERPENDICULAR MEASURE-
MENT AT ROOF PLANE TO TENSION RING.

STEP 2 - PURLINS

SET ALL PURLINS IN PURLIN HANGERS AND NAIL THROUGH SIDE OF HANGER INTO PURLIN WITH #8D COMMON.

COMPRESSION RIN*G
21176
Purlin Hanger
23002
DRILL 3116" HOLE THROUGH PURLIN HANGER INTO x
TRUSS MEMBERS AND FASTEN WITH #14 x 1" SCREW.

TRUSS
21146

PURLIN HANGER
23106 PURLIN HANGER

23092

Purlin Hanger
-73146

COLUMN
21144

SNAP CHALK LINE

TRUSS TAIL
21169

2 x 4 NAILER
VTENSION
STEP 3 - PURLINS MEMBER
= 174
SNAP CHALK LINE AT 2'-10-15/16" DDIENSION
AND FIELD CUT EAVE PURLINS AS SHOWN ON PUR-
LIN LAYOUT AND SECTION AA. PUP-LIM LA.Z@Y-OUT
PAGE 3.0
REVISED FEB. 1980

STEP 4 - ROOF PANELS

SET EAVE PANEL IN PLACE LINING UP WITH
2 X 4 NAILER. FASTEN WITH #14 SCREWS RD Co?MN NAILS
INTO TENSION MEMBER U-CLIP AND 8d COMMON
NAILS INTO WOOD PURLINS.

NOTE: SEE STEP 5

WARNING11 SCREWS 4 8 PLRLIN

DO NOT SIT OR STAND
ON EAVE PANEL OVERHANG
UNTIL ALL PANELS HAVE BEEN
SET AND ARE FASTENED DOWN.

TENSION MEMBER

SECTION CC

CONTINUE SETTING ROOF PANELS ACCORDING TO
PANEL LYAOUT UNTIL ALL PANELS ARE SET AND
NAILED TO WOOD PURLINS AND SCREWED TO
STEEL FRAMING.

8d COMMON NAILS @16" O/C

MILL

Ica

TRU1515

HC4.12

TRUSS BATTENS

,STEP 5 - ROOF PANELS
FASTEN TRUSS BATTENS
IN PLACE AS SHOWN.
(SEE FIG. 2) SE-
CURE TO STEEL
MEMBERS WITH
#14 SCREWS.

#14 Screws 16" O/C

ROOF PANEL LAYOUT

STEP 6 - ROOF PANELS
NAIL REDWOOD FASCIA IN 7-,
PLACE AS SHOWN IN FIG. 3.

USE ARDOX NAILS, NOTE: COMPOUND ANGLE ON FASCIA
BOARDS HAVE BEEN SHOP CUT.
tW5

Tp
1 @12

NOTE

EXACT LENGTH WILL HAVE TO
BE FIELD CUT.

PAGE 3.1A
REVISED FEB. 1980

STEP 4 - ROOF PANELS

SET EAVE PANEL IN PLACE LINING UP WITH
2 X 4 NAILER. FASTEN WITH 611 SCREWS INTO 7'* SPIRAL NAILS
TENSION MEMBER U-CLIP AND 7" NAILS INTO
WOOD PURLINS.

NOTE: SEE STEP 5
C7 vw

S c?, r;

A 8 PVRLIN

WARNING11
DO NOT SIT OR STAND TFNSION.14EMBER INSULA,7EP hO:2r-
ON EAVE PANEL OVERHANG
UNTIL ALL PANELS HAVE BEEN -5ECTTON CC
SET AND ARE FASTENED DOWN.

ooo'
F1Q. I

CONTINUE SETTING ROOF PANELS ACCORDING TO
PANEL LAYOUT UNTIL ALL PANELS ARE SET AND
NAILED TO WOOD PURLINS AND SCREWED TO STEP 6 ROOF PANELS
STEEL FRAMING. WITH ROOF PANELS IN PLACE,
FASTEN ROOF PANEL END CAP
AS SHOWN IN FIG. 1.

7" SPIRAL NA-TLS 16" O/C

r-l rx.12

'S
TRUSS BATTTN
STEP 5 - ROOF PANELS OA.
FASTEN TRUSS BATTENS
IN PLACE AS SHOWN.
(SEE FIG. 2) SE-
CURE TO STEEL
MEMBERS WITH
#14 X 6" LONG
SCREWS.
6" LONG SCREWS 16" O/C3
STEP 7 - ROOF PANELS ROOF PANEL LAYOUT

NAIL REDWOOD FASCIA IN
PLACE AS SHOWN.IN FIG. 3.
NOTE: COMPOUND ANGLE ON FASCIA
USE ARDOX NAILS BOARDS HAVE BEEN SHOP CUT.
I X 4 REDWOOD EXACT LENGTH WILL HAVE TO
BE FIELD CUT.
I X 8 REDWOOD::@o
PAGE 3AB
REVISED FEB. 1980

ROOFING INSTALLATION INSTRUCTIONS

STEP I
COVER THE ENTIRE ROOF SURFACE WITH 15 LB. ROOF FELT,
APPLIED IN A HALF LAP MANNER. USE ONLY ENOUGH
NAILS TO HOLD IN PLACE WHILE SHINGLING SINCE
NAILING SHINGLES OVER FELT WILL SECURE THE
ENTIRE SURFACE.

IZC;t?F-lNjq NAM5
a
(p

STEP 2

FASTEN METAL DRIP
EDGE AS SHOWN.

STEP 3

APPLY A "STARTER ROW" OF SHINGLES BY PLACING
THEM TABS UP AND NAILING SECURELY. ROOFINCI NAdL---5 4 PtR
SWINC@Ltt-
STEP 4 \1 I -
CONTINUE APPLICATION OF SHINGLES ACCORDING TO
MANUFACTURERS INSTRUCTIONS. STAGGERING ALL
JOINTS - COVERING ALL NAILS, ETC. 4IF-DCla 62r- Re';lf 2 F-
(MAX. 5" EXPOSURE)

a N^lLc-> rLR- T^e7

STEP 5

FINISH SHINGLING OFF BY CUTTING SHINGLES INTO
INDIVIDUAL TABS AND NAIL "CAP" SHINGLES AT
ALL "HIPS".

PACE 4.0
REVISED FEB. 1960

ROO F CAP ENCLOSURES
INSTALLATION INSTRUCTION
INSTALL SKYLIGHT AND SKYLIGHT FRAME DRILL 1/4" DIA. HOLE IN POLICARBONATE.
OVER SHINGLED ROOF WITH #14 X 1"
SHEET METAL SCREWS ACCORDING TO
DETAIL. DRILL 3/16" DIA. HOLE IN TOP OF SKYLIGHT FRAMF.

SET SKYLIGHT ON BUTY"L TAPE AND CAULK JOINT WITH
SILICONE GLAZING.

SPREAD A HEAVY BEAD OF FASTEN POLICARBONATE TO FRAME WITH #14 X I
Sc
BUTYL CAULK AROUND REWS. 3 SCREWS PER SIDE, TOTAL OF 18 SCREWS.
OPENING. POSITION t7UTYL
SKYLIGHr FRAME AND
SCREW TO ROOF PANELS.

WHEN INSULATED GLASS IS USED,
,124- * 14 x 10 SET SKYLIGHT ON BUTYL TAPE AND
';E)C:;Z E: "2t) U LK, CAULK JOINT WITH SILICONE
GLAZING.

C=^,ULK,

c7m P R F- S S Ic:7N tUTYL
Rlr'jcq

SHINGLE ROOF OF
CUPOLA ACCORDING
FASTEN BASE ANGLE TO CUPOLA TO ROOFING
WITH #14 X I" SCREWS. INSTRUCTIO11S.
SPREAD A HEAVY BEAD /24 -*'14
OF CAULK AROUND OPENING. /Z4- *14 x I" '@>C-FZEW-@
POSITION CUPOLA AROUND 45C FR E-wlb
OPENING AND FASTEN WITH
#14 X I-" SCREWS.

SHINGLE ROOF CAP ACCORDING TO ROOFING
INSTRUCTIONS. CUT A PIECE OF SHINGLE
INTO A HEXAGON FOR CAP. NAIL WITH
(6) 31V ROOFING NAILS.

POSITION ROOF CAP ON COMPRESSION RING
AND SHIM AS REQUIRED.
@T=L

PAGE 5.0
REVISED FEB. 1980

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2J-5 PAINTING:

Surface No. Coats Type of Finish

Ferrous Metal - I MAB Rust-O-Lastic Anti-corrosive Primer
Exterior 2 MAB Rust-O-Lastic Finish Enamel

Ferrous Metal - I MAB Rust-O-Lastic Anti-corrosive Primer'
Interior 2 MAB Rich-Lux Low Luster Alkyd Enamel

Woodwork - I MAB Rich-Lux Wall Primer Sealer
Interior (paint) I MAB Rich-Lux, Low Luster Alkyd Enamel

Woodwork - I MAB Minit Dry Sanding Sealer
Interior (natural) 2 MAB Rich-Lux Urethane Wood Finish

Concrete Block 1 MAB Block Filler
2 MAB Epoxy Enamel (one part)

Concrete Floors in 2 MAB Epoxy Floor & Deck Finish
Toilet Rooms

Note: All finish colors shall be selected by the Owner's Representative.

An allowance of Two Hundred Doll ars ($200.00) should be provided
for painting of graphics on the toilet room doors.

2J-6 HOLLOW METAL DOORS AND FRAMES:

Toilet room doors shall be flush Ceco or equal 18 guage hollow metal
with 18 guage frame. Hardware shall be as follows for each door:

Hinges - 1-1, pr U.S. 26 D-finish ball bearing
Push - 16" x 4" .050 aluminum
Pull - 16" x 3;@" .050 aluminum
Kick plate - 811 high .050 aluminum 2" less than door width
Deadlock - U.S. 26 D Schlage or equal - master keyed
Closer - Rixon painted closer
Wall bumpers - dome type brushed aluminum

Storage room door shall be flush Ceco or equal 18 guage hollow metal with
18 guage frame. Hardware shall be as follows:

Hinges 11-2 pr U.S. 26 D-finish
Lockset U.S. 26 D Schlage or equal - master keyed

SW-33

2J-7 TOILET ACCESSORIES: Contractor shall furnish and install the following
Bobrick oF -equal toilet room accessories in each toilet room:

Toilet Paper Dispenser - B-274 2-roll capacity
Towel Dispenser & Disposal - B-3944 Semi-recessed
Tilting Mirrors - B-293
Grab Bars - B-616 (provide anchoring in accordance with manufacturer's
recommendations)
Soap Dispenser - B-116
Sanitary Napkin Dispenser and Disposal (Girls toilet room only)
B-35074 Semi-recessed

2J-8 PLUMBING:

1. Water Supply System: Contractor shall supply, install and hook-up
all necessary equipment to supply water to the Park Shelter, as per plan,
including one (1) 20 equivalent gal. "X-trol" type tank with all necessary
piping and controls. All piping from the tank to the toilet rooms and
other fixtures shall be included in the base contract.

2. Water Fountain: Wall mounted with chrome bowl and valve assembly haus
or equal.

3. Water Heater:. Jackson - Model No. MH-020 single-element 20 gal. resi-
dential q ty with a 3 kw heater and a five (5) year warranty.

4. Hose Bibb: Anti-freeze type Josam Series 1410, or equivalent.

5. Sanitary Sewer: Extend a new four inch (4") cast iron sanitary sewer
to the manhole shown on the drawings. Schedule 40 P.V.C. may be used
as a substitute for cast iron if permitted by the Township. Provide
clean-outs, as required.

6. Insulation: All cold water piping shall be insulated with Armaflex or
approved equal.

7. Floor Drains: Jotam series 300 with polished nickel strainer.

8. Fixtures:

a. Water Closet P-1 - American Standard 2222.016 "Madera" vitreous
china, syphon jet action, elongated bowl, one and one-half inch
0 112") top spud wall hung. Sloan No. 112 YVQ Royal flush valve
with vacuum breaker, one inch (1") screw driver angle stop, flush
connection, with cast brass set screw escutcheon. Olsonite No.
10 CC white plastic seat elongated rim, extended back, open front
less cover with concealed check hinge. Josam chair carriers.
Mount water closet twenty inches (20") above floor for handicapped
use.

SW-34

b. Lavatory P-4 - American Standard 0194.076 Roxalyn twenty inches
by eighteen inches (20" x 18") vitreous china lavatory, front over-
flow, anti-splash rim, cast-in soap dish, a-ranged for concealed
support. 2248.037 supply fitting and pop-up drain, 2248.011
supply with loose key stop. 4420.14 one and one-quarter inch (1 1/411)
adjustable P trap, cast body, cleanout plug, slip inlet, chrome
plated brass *nipple to wall and cast brass set screw escutcheons.
Josam chair carrier with concealed arms.

2J-9 ELECTRICAL:

1. Service: Extend necessary underground service cable from existing
maintenance building to a new 100 A lo G.E. or equal panel located in
the storage room. Provide all necessary breakers.

2. Power Distribution: All exposed wiring shall be in conduit.

3. Waterproof Outlets: Furnish andinstall two (2) W.P. outlets where
shown on plan. CiTnnect to ground fault breaker in panel.

4. Fixtures: Furnish and install the following in each toilet room:

a. One inch by four inch (l" x 4") two (2) lamp surface mounted
fixture with wrap-around lens. Sim-Kar or equivalent.

b. Broan Model #4-9 160 CFM thru-wall exhaust fan with integral
damper. Provide interconnection to light and switch.

5. Miscellaneous Connections: Provide power wiring with necessary breakers
@_nddisconnects to the following:

a. Water heater

SW-35

7r- - - -- --- -----r w I

3 6668 14101 1538