21054_Fayetteville Mixed Use_Attachment 13- PCH_Fayetteville Garage Contract

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1.Development and Sale of Property. Subject to the terms and conditions herein
set forth, Seller will contract with the General Contractor for construction of the Parking Garage
in substantial conformity with the plans and specifications attached for construction of the Parking
Garage, a copy of which is marked as Exhibit A attached hereto and incorporated by reference (the “Plans and Specifications”). Seller will commence construction of the Parking Garage on or before
April 30, 2018 and Substantially Complete construction by March 15, 2019 (the “Completion
Date”), time being of the essence, both dates being subject to the terms and conditions hereof.
Construction and the related process will be governed by the terms and conditions of the “Work
Letter” attached hereto and incorporated herein by reference. Upon Substantial Completion of the Parking Garage, Seller will convey all of Seller’s right, title and interest in the Property to Buyer,
subject to the Permitted Exceptions (as hereinafter defined) by the execution and delivery of a
special warranty deed in the form most recently approved by the North Carolina Bar Association
(the “Deed”).
The terms “Substantial Completion” or “Substantially Complete” and like terms used in
this Agreement shall have the meanings given to the like terms in the Parking Garage Construction
Contract.
2.Purchase Price. The purchase price (“Purchase Price”) for the Property shall bean amount equal to:
(a)$14,467,888;
(b)Plus the actual design, engineering, environmental, permitting, special inspection,
legal and tax fees/costs related to the construction of the Parking Garage;(c)Less an amount equal to the total of the City Reimbursement Schedule as described in
the Third Amendment to the Downtown Development Agreement dated
December 15, 2017 and incorporated hereby reference; and
(d)Less an amount equal to the Buyer’s share of any costs savings in the development or
construction of the Parking Garage and calculated as provided for in the ThirdAmendment to Downtown Development Agreement (the “Construction Costs
Savings”).
Provided, notwithstanding any terms to the contrary in this Agreement the Purchase
Price may not exceed the total of (a) and (b) above.
3.Construction Contract with General Contractor. Following the City’s approval
of both the Plans and Specifications and the General Contractor with whom the Seller intends to
contract for construction of the Parking Garage, the Seller will enter into a construction contract
with terms consistent with this Agreement and applicable terms as are set out in AIA Document A101-2017 (or A102-2017), AIA Document A201-2017, AIA Document A312, AIA Document A101-2017 Exhibit A (or AIA102-2017 Exhibit A) together with such other terms and conditions
as are reasonably acceptable to the Seller, Buyer and General Contractor (the “Parking Garage
Construction Contract”).
In addition to such terms and conditions as are set out or incorporated above or agreed upon
by Seller, Buyer and the General Contractor, the Parking Garage Construction Contract will:
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(a)Name the Buyer as a third party beneficiary;
(b)Incorporate this Agreement as if fully set out;
(c)Name Buyer as an additional insured under all insurance policies;(d)Require General Contractor to obtain both performance and payment bonds as is
usual and customary;
(e)Name Buyer as a third party beneficiary under all bonds;
(f)Upon default by PCH under the terms of the DDA (subject to any notice and cure
provisions provided in this Agreement), permit Buyer, or its assignee to exercise allrights as Owner under (i) the terms of the Parking Garage Construction Contract (ii)
Seller under the terms of this Agreement; or, (iii) Seller as permittee or licensee under
any applicable permit or license pertaining to the construction of the Parking Garage;
(g)Provide for liquidated damages on such terms and amounts as are reasonably
acceptable to Buyer;(h)Require retainage in accordance with Section 5 of this Agreement;
(i)Require the approval of Buyer; provided such approval will not be unreasonably
withheld, conditioned or delayed if the Parking Garage Construction Contract
complies with this Section 3.
4.Payment of Purchase Price. Payments toward the Purchase Price (other than the
initial payment described below) from Buyer to Seller will be made by way of applications and
certificates for payment submitted by Seller to Buyer in form and substance identical to AIA
Document G702-1992, a copy of which is marked as Exhibit B attached hereto and incorporated
herein by reference (each a “Payment Application”).
Each Payment Application will have a copy of a completed payment application from the
General Contractor, provided that Payment Applications submitted prior to execution of the
Parking Garage Construction Contract will not include a copy of the completed payment
application from the General Contractor. Prior to the full execution of the Parking Garage Construction Contract, Payment Applications and Buyer’s payment thereunder will proceed in the
manner described in Article 5 Payment of AIA Document A101-2017, a copy of which form is
attached hereto as Exhibit C, except that Buyer will make payment on or before the day that is 45
days after its receipt of the Payment Application. After full execution of the Parking Garage
Construction Contract, Payment Applications and Buyer’s payment thereunder will proceed in the manner and on the timeline described in the Parking Garage Construction Contract. In each case,
a project agent designated by Buyer from time to time in writing to Seller (“Buyer’s Project
Agent”) will be substituted for and act in the place of the architect in each Payment Application
submitted to Buyer by Seller.
The balance of the Purchase Price following credit from the initial payment, all Payment
Applications, credits and adjustments as required in Paragraph 2, 4, 5, 8, 13 and 16 of this
Agreement and otherwise, if any, will be paid at Closing.
Following execution of this Agreement Buyer will make an initial payment towards the Purchase Price upon receipt of and following review and approval (not to exceed 30 days after
receipt) of a Payment Application in the amount of $125,000, supported by invoices detailing the
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included costs, and representing costs incurred by Seller or Guarantor prior to the Effective Date
of this Agreement and which Buyer agreed to pay under the terms of the DDA.
In the event that the Buyer’s Project Agent disputes an amount to be paid in a Payment Application, such disputed amount may be withheld from payment pending resolution by the
Buyer’s Project Agent and the Architect (as defined in Section 10 of the Work Letter) and payment
will be made with the next regular Payment Application if determined to be due; provided,
however, Buyer’s right to dispute any aspect of a Payment Application shall not exceed Seller’s
right to dispute amounts owed under the Parking Garage Construction Contract.
5.Retainage. With respect to sums billed under Payment Applications that are
billings by the General Contractor under the Parking Garage Construction Contract, Buyer may
withhold as retainage (the “Retainage”) the greater of (i) the amount of retainage set forth in the
Parking Garage Construction Contract, or (ii) 5% of each Payment Application until Seller’s Work is 50% completed and 0% thereafter. The percentage held from each Payment Application will be increased or decreased to equal the percentage of Retainage held by Seller from the General
Contractor’s payment application and will be subject to the same terms and conditions as set out
in the Parking Garage Construction Agreement. No retainage will be held on sums owed under
contracts other than the Parking Garage Construction Contract (it being the intent that no retainage will be held on soft costs).
6.Title. Title to the Property will be conveyed subject to zoning ordinances, matters
that would be disclosed by a current and accurate survey, and covenants, conditions and easements
of record, including without limitation, matters shown on recorded plats, utility easements, the parking leases entered into or to be entered into under the DDA, other parking leases or licenses
that Buyer may have entered into (collectively, the “Parking Leases”), the Declaration, applicable
encumbrances contemplated under the DDA, and the Brownfields Agreement and related plats
should Seller’s Brownfields application concerning the Land be accepted by the State of North
Carolina (collectively, the “Permitted Exceptions”). Nothing herein shall prohibit Buyer from obtaining a title insurance commitment and survey of the Land.
7.Recordation of Mixed Use Building Condominium Declaration. Within sixty
(60) days of Buyer’s request, Seller and PCH will prepare all documents, plats and plans as
required by NC Gen. Stat. §47C-2.101 et seq. and the terms of the DDA, as amended, to create theMixed Use Building Condominium and deliver to Buyer. The Mixed Use Condominium
Declaration (as defined and described in the DDA) will name Seller as declarant.
All such documents, plans and plats will be subject to Buyer’ reasonable approval and upon
Buyer’s request will be recorded in the Cumberland County Register of Deeds.
8.Time and Place of Closing - Tender of Performance.
(a)Closing under this Agreement (the “Closing”) shall take place on or before the date
that is fifteen (15) days after the last to occur of the following acts:
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(i)Seller provides written notice to Buyer that Seller has achieved Substantial
Completion;
(ii)Seller completes punch work on Punch List (see Section 8 of the Work
Letter); and (iv)Seller obtains Certificate of Occupancy.
Buyer in its sole discretion may agree to Close prior to completion of the punch work on
the Punch List in which case an amount agreed upon by the Parties will be withheld from payment
of the balance of the Purchase Price, held by Buyer and paid to Seller upon completion of the punch work on the Punch List, provided that such amount will not exceed the amount Seller may
withhold from General Contractor under the Parking Garage Construction Contract.
Closing may be conducted in escrow fashion without the presence of the parties. Seller
shall deliver exclusive possession of the Property to Buyer at closing subject to the Parking Leases and a right of entry in favor of Seller and its contractors for the purposes of completing punch
work on the Punch List.
(b)Seller’s Closing Documents. Seller shall deliver or cause to be delivered at Closing
the following documents (collectively, the “Conveyance Documents”) duly executed and acknowledged where appropriate:
(i)The Deed;
(ii)An affidavit certifying Seller is not a “foreign person” as defined in the
Federal Foreign Investment in Real Property Tax Act of 1990, as amended or otherwise confirming that Buyer is not required to withhold any part of the Purchase Price pursuant to Section 1445 of
the Internal Revenue Code of 1986, as amended;
(iii)Evidence reasonably acceptable to Buyer’s title company as to the authority
of the person or persons executing documents on behalf of Seller;
(iv)Affidavits and waivers as customarily required by title companies forinsuring Buyer’s interest without exception to mechanic’s and materialmen’s liens and tenant in
possession exceptions (excepting the Parking Leases);
(v)A commercially reasonable Assignment and Assumption of the Permits,
Warranties and Contracts to transfer the same to the extent applicable to the Property (collectively,
the “Assignments”); (vi)A counterpart to the closing statement (the “Closing Statement”); and
(vii)Such other documents as may be reasonably necessary to complete the
Closing.
(c)Buyer’s Closing Documents. At Closing, Buyer shall deliver or cause to bedelivered to the following items and/or documents (duly executed and acknowledged where
appropriate):
(i)The balance of the Purchase Price in immediately available funds (subject
to the provisions of paragraphs 2, 4, 5, 8, 13 and other applicable terms of this Agreement; (ii)A counterpart to the Assignments;(ii)A counterpart of to the Closing Statement; and
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(iii)Such other documents as may be reasonably necessary to complete the
Closing.
9.Adjustments at Closing; Closing Costs. Adjustments will be made as requiredby this Agreement including without limitation, the provisions of paragraphs 2, 4, 5, 8, 13 and 16.
All Progress Payments made prior to Closing will be applied to the Purchase Price in favor of
Buyer. Buyer shall pay the following closing costs: Deed recording fees, examination of title and
title insurance; record searches, tax certificates; survey costs; costs associated with Buyer’s due
diligence, one-half of the escrow fees, if any; any costs and expenses associated with any financing of the purchase of the Property by Buyer; Buyer’s own attorneys’ and other consultants’ fees and
expenses; any other costs of Closing. Seller shall pay the following closing costs: transfer/excise
tax on the Deed, one-half of the escrow fees, if any, and Seller’s own attorneys’ and other
consultants’ fees and expenses.
10.Conditions of Closing – Seller. The obligations of the Seller to consummate the
transaction provided for herein on the Closing is subject to the satisfaction of the following
additional conditions at Closing, unless Seller shall agree in writing to waive the same:
(a)The representations and warranties of Buyer herein contained shall be true in allmaterial respects on and as of the date and time of Closing, with the same force and effect as if
made on and as of such date and time, and the covenants of the Buyer set forth herein shall have
been complied with at or before the Closing; and
(b)The Buyer shall deliver the funds and documents as set forth in Section 8 hereofsubject to the provisions of Section 2, 4, 5, 12 and 13 and elsewhere in this Agreement or applicable
provisions of the Construction Contract between Seller and the General Contractor.
11.Conditions of Closing – Buyer. Buyer’s obligation to close is subject to the
satisfaction of the following conditions of Closing, unless Buyer shall waive the same:
(a)The representations and warranties of Seller herein contained shall be true in all
material respects on and as of the date and time of Closing, with the same force and effect as if
made on and as of such date and time, and the covenants of the Seller set forth herein shall have
been complied with at or before the Closing;
(b) Seller shall have delivered all of the Conveyance Documents (hereafter defined);
(c)Seller will convey good, marketable and feasible and insurance fee simple title to
the Property to the Buyer by the Deed, free and clear of all encumbrances except the Permitted Exceptions;
(d)Seller shall have achieved Substantial Completion of Seller’s Work in substantial
conformity with the Plans and Specifications and obtained a Certificate of Occupancy in
accordance with the Plans and Specifications; and
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(e)Seller shall have recorded the Mixed Use Building Condominium Declaration,
related documents, plats and plans.
12.Representations and Warranties of Seller. Seller represents and warrants toBuyer as follows:
(a)Seller's Entity. Seller is a limited liability company, duly organized, validly
existing and in good standing under the laws of the State of North Carolina. The execution and
performance of this Agreement will not violate any term of Seller’s organizational documents, nor any judicial decree, statute or regulation by which it may be bound or affected.
(b)Seller's Authority. Seller has full power and authority to enter into this Agreement
and to perform all its obligations hereunder, and has taken all action required by law, its governing
instruments, or otherwise to authorize the execution, delivery and performance of this Agreement and all the deeds, agreements, certificates, and other documents contemplated herein. No consent is required from any party that has been obtained in order for Seller to perform its obligations
hereunder.
(c)No Conflict or Lien. Neither the execution or delivery of this Agreement nor theconsummation of the transactions contemplated herein will conflict with or result in a breach of
any contract, license or undertaking to which Seller is a party or by which any of its property is
bound, or constitute a default thereunder or, except as contemplated herein, result in the creation
of any lien or encumbrance upon the Land.
(d)No Proceedings. No legal or administrative proceeding is (a) pending or, to the
best of Seller’s knowledge, threatened against the Land, or (b) pending or to the best of Seller’s
knowledge threatened against Seller, which would materially adversely affect the Land, Seller’s
right to convey the Property to Buyer as contemplated in this Agreement, or the validity or
enforcement of this Agreement.
(e)Condemnation. Seller has no knowledge of and has received no written notice of
any pending or threatened condemnation proceedings relating to the Land.
(f)Assessments or Leases. To Seller’s knowledge, there are no pending or threatenedcondemnation or eminent domain or other assessments or governmental charges related to the
Land, to Seller’s knowledge, there are no underground storage tanks on, about or beneath the Land,
but the Land is within the plume of residual contamination from former underground storage tanks
on an adjacent parcel, and Seller has applied for the Land to be entered into the Brownfields
Program of the State of North Carolina; and Seller will not have entered into any leases or tenancies that will encumber the Property after Closing, excepting the parking leases under the DDA, as
amended.
The representations and warranties set forth in this Section 12 shall survive the Closing, and shall
not be merged therein.
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13.Representations and Warranties of Buyer. Buyer represents and warrants to
Seller as follows:
(a)Buyer’s Authority. Buyer has full power and authority to execute, deliver andperform under this Agreement.
(b)No Proceedings. There are no actions or proceedings pending or to Buyer’s
knowledge, threatened against Buyer which may materially adversely affect the validity or
enforceability of this Agreement.
(c)No Conflict. This Agreement constitutes the valid and binding obligation of Buyer
and the execution, delivery and performance of this Agreement has not and will not constitute a
breach or default under any other agreement, law or court order under which Buyer is a party or
may be bound.
The representations and warranties set forth in this Section 13 shall survive the Closing, and shall
not be merged therein.
14.Default.
(a)Default Prior to Substantial Completion of Work
(i)Default by Buyer Prior to Substantial Completion. In the event of a default
by Buyer of (x) any term under this Agreement other than a failure to pay any amount included in
a Payment Application approved by the Architect and Buyer’s Project Agent, and upon Buyer’s failure to cure the default following thirty (30) days’ notice to the Buyer; or (y) a failure to pay any amount included in a Payment Application approved by the Architect and Buyer’s Project
Agent and upon Buyer’s failure to cure the default following 15 days’ notice to Buyer, Seller may
terminate this Agreement and seek such remedies as are available at law and/or equity.
(ii)Default by Seller Prior to Substantial Completion. Upon a default under anyterms of this Agreement by Seller and following thirty (30) days’ notice to the Seller of the default and Seller’s failure to cure the default within thirty (30) days (or such longer cure period as may
be provided for herein, if any) the Buyer may seek such remedies as are available at law and/or
equity to include without limitation and without prejudice to any other rights or remedies of Buyer:
a.Terminate the Agreement and the Parking Garage Construction ContractGeneral Contractor;b.Subject to the rights of Seller’s lender and Seller’s right to inspect after Take
Over as described in Section 9 of the Work Letter, exclude the Seller and/or
the General Contractor from the site and take possession of all materials,
equipment, tools and construction equipment and machinery thereon ownedby the Seller and/or the General Contractor or its subs, as set forth under theprovisions concerning Take Over in the Work Letter;
c.Accept assignment of Parking Garage Construction Contract or sub-
contractor contracts;
d.Finish construction of the Parking Garage by whatever reasonable methodBuyer may deem expedient, as set forth under the provisions concerning
Take Over in the Work Letter;
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e.Suspend any and all further payments to the Seller pending Substantial
Completion of construction of the Parking Garage; and
f.Upon Substantial Completion of construction of the Parking Garage pay to
the Seller any amount due under the Purchase Price which exceeds the costto the Buyer of finishing construction, including reasonable compensation
for professional services and expenses made necessary by Seller’s breach,
and other damages incurred by Buyer and less such credits and adjustments
as provided for in paragraphs 2, 4, 5, 8 and 13. If such cost and damages
exceed the unpaid balance of the Purchase Price the Seller shall pay thatdifference to the Buyer at Closing (provided that Seller will not be
responsible for any costs incurred by Buyer as a result of Buyer changing
the Plans and Specifications after Take Over, and any costs resulting from
such changes will not reduce any sum payable to Seller on the final
reconciliation). The amount to be paid to either Seller or Buyer, as the casemay be under this provision, shall be determined by the Architect and the
Buyer’s Project Agent and this obligation for payment shall survive the
termination of this Agreement;
g.At the Closing Seller will deliver an executed Deed as more fully described
in this Agreement together with any sums due to Buyer as required by theprovisions of this Agreement or, Buyer shall pay such sums as are due to
Seller. In the event Seller refuses or for any reason is unable to deliver a
Deed as required under the terms of this Agreement at the Closing then
Seller shall have the remedy of specific performance.
(b)Default Following Substantial Completion of Work. In the event of a default by
either party following Substantial Completion of work and either prior to or following the Closing
the non-defaulting party may seek such remedies as are available at law and/or equity to include
without limitation specific performance, recovery of damages together with attorney’s fees and
costs.
(c)In addition to such other events or failure to act by either party as required by this
Agreement, the DDA, Exhibit A and the Construction Contract the following acts or failures to act
shall constitute a default under the terms of this Agreement entitling the non-breaching Party to
terminate this Agreement, subject to the notice and cure provisions set forth in Section 14(a) above:
(i)Failure by Buyer to pay any amounts included in a Payment Application
approved by both Architect and Buyer’s Project Agent;
(ii)Failure by either Party to take any action as is required by this Agreement
the DDA, Exhibit A or the Construction Contract; (iii)Seller or General Contractor:
a.repeatedly refuse or fails to supply enough properly skilled workers or
materials for the prosecution of the construction;
b.fail to make payments to contractors, suppliers or others as required under
such respective agreements between Seller and the contractors or suppliers;c.repeatedly disregards applicable laws, statutes, ordinances, codes, rules and
regulations, or lawful orders of a public authority; or,
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d.breaches of a provision of this or other contract documents and fails to cure
such breach within the time permitted;
(iv)Seller or its General Contractor substantially breaches the Construction
Contract between Seller and the General Contractor which is not cured within the time permitted by such Construction Contract; or
(v)A default under the terms of the DDA, as amended by either party, which
is not cured within such time as is permitted.
(d)Notwithstanding anything herein to the contrary, to the extent General Contractoris afforded notice and cure rights prior to Seller exercising any default remedy for the benefit of
Seller under the Parking Garage Construction Contract, Seller shall have correlative notice and
cure rights under this Agreement prior to Buyer’s exercise of any default remedy; provided,
however, this provision shall not be construed to shorten any notice and cure rights specifically set
forth herein.
(e)Provided any lender of Seller having a first lien deed of trust on the Land has
notified Buyer in writing of its security interest in the Land and made request for notice of default
hereunder, Buyer shall copy Seller’s lender on any notice of default to Seller under this Agreement,
and Seller’s lender shall be afforded the same cure rights, if any, that Seller is afforded hereunder. Nothing herein shall obligate any lender of Seller to cure any default by Seller.
15.Brokerage.
(a)Seller’s Warranties. Seller warrants to Buyer that Seller has not dealt withany real estate broker, agent, salesperson or finder in connection with this transaction and that no
right to or claim for commission or other compensation has been created by its actions with respect
to this Agreement.
(b)Buyer Warranties. Buyer warrants to Seller that Buyer has not dealt withany real estate broker, agent, salesperson or finder in connection with this transaction and that no
right to or claim for commission or other compensation has been created by its actions with respect
to this Agreement.
16.Liquidated Damages. In the event Seller fails to complete construction by theCompletion Date, extended as provided for in this Agreement, liquidated damages will be assessed
against the Seller in the amount of $1,000.00 per day beginning on the day following the
Completion Date and continuing to accrue at the rate of $1,000.00 a day thereafter until
construction is Substantially Complete. Provided the unpaid balance of the Purchase Price exceeds
the total liquidated damages at the time liquidated damages are assessed and a Payment Application is submitted, the Payment Application will be reduced by the amount due for
liquidated damages.
The Parking Garage Construction Contract between Seller and the General Contractor will
incorporate this term regarding liquidated damages. Notwithstanding the foregoing, the parties recognize that the incorporation into the Parking Garage Construction Contract of this liquidated damages provision and Buyer’s 45 day period for payment set forth in above Section 4 could
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impede the negotiation of the Parking Garage Construction Contract and result in a Parking Garage
Construction Contract that could have been more favorable to the parties without such constraints
on liquidated damages and payment terms, and therefore the parties agree to revisit these liquidated
damages and payment provisions and cooperate to amend this Agreement regarding these provisions as may deemed by the parties to be in the best interest of the parties.
17.Notices. All notices, requests or other communications hereunder shall be deemed
to have been duly given on the day actually given if (i) in writing, (ii) all costs of delivery shall
have been prepaid by the sender, and (iii) if sent by (1) hand delivery with written evidence of the time of delivery, (2) by recognized overnight courier, (3) by registered or certified mail, return receipt requested, or (4) via facsimile transmission with a confirmation by the sending machine of
receipt by the receiving machine, but only if a copy of such is also sent simultaneously therewith
by recognized overnight courier, and (iv) addressed using the address set forth in the caption of
this Agreement (or to such new address as the addressee of such a communication may have notified the sender thereof).
18.Assignment. Buyer shall not assign this Agreement without the prior written
consent of Seller which may be withheld for any reason. Notwithstanding the foregoing, no
assignment of this Agreement shall be interpreted as a release or novation of Buyer’s obligations under this Agreement to the extent such obligations are not satisfied by Buyer’s assignee.
19.Governing Law. All questions with respect to the construction of this Agreement
and the rights and liabilities of the parties shall be determined in accordance with the laws of the
State of North Carolina, without regard to its conflicts of law principles. The provisions of this Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective
successors and assigns.
20.Dates. If any date upon which action is required under this Agreement shall not be
a day when the commercial banks in Fayetteville, North Carolina are open for business, then the date for such action shall be extended to the next day that the commercial banks in Fayetteville, North Carolina are open for business.
21.Attorneys’ Fees. The prevailing party shall be entitled to recover its reasonable
attorneys’ fees and expense in any suit, action, proceeding or arbitration brought to enforce, interpret or collect any monies due under this Agreement. The parties acknowledge that this is a
business contract primarily for commercial purposes.
22.Entire Agreement. This Agreement together with the DDA which is incorporated
herein by reference contains the entire agreement among the parties regarding the subject matter of this Agreement. There are no promises, agreements, conditions, undertakings, warranties, or
representations, oral or written, express or implied, among them, relating to this subject matter,
other than as set forth herein. This Agreement is intended by the parties to be an integration of all
prior or contemporaneous promises, agreements, conditions, negotiations, and undertakings
between them. This Agreement may be executed in several counterparts, each of which shall be an original, but all of which shall constitute one and the same instrument. Reference to this
Agreement shall include its Exhibits.
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23.Waiver of Condominium Offering Statement. The parties acknowledge that the
Declaration will not create any residential condominium units, and accordingly Buyer hereby
expressly waives its right to receive any public offering statement for the Property under Article 4 of Chapter 47C of the North Carolina General Statutes, and hereby waives any contract cancellation period conferred on buyers entitled to a public offering statement.
24.Counterpart. This Agreement may be executed in counterpart, and when the
various counterpart signatures are assembled, will constitute one complete agreement.
25.Completion Guaranty. In order to induce Buyer to enter into this Agreement,
Guarantor hereby irrevocably, unconditionally and absolutely guarantees to Buyer the obligations
of Seller under this Agreement to include without limitation to complete the Parking Garage in
accordance with this Agreement (the “Guaranteed Obligations”). In furtherance of the Guaranteed Obligations of the Guarantor, the Guarantor hereby irrevocably, unconditionally and absolutely
guarantees that if Seller fails to complete the Parking Garage in accordance with the Agreement,
Guarantor will, at Buyers option, in its sole discretion and without waiving any other rights or
remedies as to Seller or Guarantor, within thirty (30) days after notice from Buyer, assume all
responsibility for completion in accordance with the Agreement at the Guarantor’s own cost and expense; provided that Buyer shall continue to make Progress Payments in accordance with this
Agreement. Guarantor shall not be deemed to be in breach of this Guaranty if it is contesting in
good faith any matter related to the Agreement.
Guarantor unconditionally waives the following defenses to the enforcement of this Guaranty: (a) except as expressly otherwise provided, all presentments, demands for performance,
notices of nonperformance, protests, notices of protest, notices of dishonor, and notices of
acceptance of this Guaranty; (b) any right to require Buyer to proceed against the general
contractor or Seller, or to pursue any other remedy whatsoever at any time; (c) any bankruptcy,
insolvency, reorganization, composition, adjustment, dissolution, liquidation or other like proceeding relating to the Seller’s general contractor, any of its subcontractors or suppliers or
Seller, or any action taken with respect to this Guaranty by any court, in any such proceeding,
whether or not Guarantor shall have had notice or knowledge of any of the foregoing; and (d) any
right the Guarantor might have, under North Carolina law, to revoke this Guaranty, it being the
intention of the Guarantor that this Guaranty remain in full force and effect until termination, as provided herein.
If any one or more of the provisions of this Guaranty should be determined to be illegal or
unenforceable, all other provisions shall remain effective. No delay or failure by Buyer to exercise
any remedy against the Guarantor will be construed as a waiver of that right or remedy. When the context in which they are used in this Guaranty indicates that such is the intent, words in the
singular number shall include the plural and vice-versa. This Guaranty shall be governed by and
construed in accordance with the laws of the State of North Carolina applicable to contracts entered
into and entirely to be performed therein. Each demand by the Lender for performance hereunder
shall be in writing. All remedies of the Lender are cumulative. The obligations of Guarantor under this Guaranty shall continue in full force and effect until the Guarantor has fully performed all of
the Guaranteed Obligations in accordance with the terms of this Guaranty or Buyer has purchased
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the Project. This Guaranty supersedes any prior negotiations, discussions or communications
between Guarantor and Buyer and constitutes the entire agreement between the Buyer and
Guarantor with respect to the Guaranteed Obligations.
26.Buyer Contribution Limitation. Buyer funding of the Parking Garage shall not
constitute more than fifty percent (50%) of the total costs of the downtown development project
on the Land in accordance with N.C.G.S. § 160A-458.3, including all the private development on
the Land.
[SIGNATURE PAGE TO FOLLOW]
IN WITNESS WHEREOF, each party hereto has caused this Agreement to be executed on its behalf by an officer thel'eunto duly authorized as of the Effective Date,
SELLER:
By: -<-.:---'--""'--""""--1'---fH-��--(seal) Name: Michael Lemanski Title: Manager
BUYER:
GUARANTOR (signing for the sole purpose of gua1'anteeing the Guaranteed Obligations):
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EXHIBIT B
Work Letter
This Work Letter is an integral part of that certain Agreement for Development and Sale of Real Estate between Hay Street Development Pad, LLC and the City of Fayetteville (the
“Agreement”) to which it is attached.
1.Seller’s Work. Subject to the terms of the Agreement which is incorporated herein
by reference, Seller shall perform, or cause to be performed under its direct supervision, the work required to complete the Parking Garage on the Land pursuant to the Agreement and in substantial compliance with the Plans and Specifications and the construction drawings (the “Seller’s Work”),
to the extent any provisions of this Work Letter conflict with terms of the Agreement, the terms of
the Agreement will control.
2.Project Schedule. Seller will begin the physical construction of the Parking Garage
by April 30, 2018 subject to Force Majeure and finalization of the Brownfields Agreement. Buyer
will achieve Substantial Completion of the Parking Garage by March 15, 2019, time being of the
essence (the “Completion Date”). The Completion Date shall be extended by (a) a number of days
equal to any extension of time in a Change Order approved by Buyer and Seller (b) by the time period Seller’s Work cannot be performed because of matters of Force Majeure, (c) by the number of days of Buyer delay as set forth in Section 5 of this Work Letter, and (d) in the event of a
casualty as set forth in Section 14 of this Work Letter.
3.Plans and Specifications. The current Plans and Specifications for the ParkingGarage are attached to the Agreement, marked as Exhibit A and are incorporated into both the
Agreement and this Work Letter. Buyer has approved the attached Plans and Specifications.
Further work is required to develop the Plans and Specifications into construction drawings. Seller
will provide the proposed construction drawings to Buyer when completed. The proposed
construction plans will not be complete until approved by Buyer.
4.Approval Process. When Seller submits proposed modifications to the Plans and
Specifications or other change orders to the Buyer (each a “Proposal”), Buyer will have ten (10)
days to review the Proposal and respond to Seller in writing, either approving (referred to herein
as “Approved”) the Proposal or rejecting the Proposal providing detailed reasons for the rejection. Upon any rejection, Seller will revise the Proposal as reasonably necessary and resubmit the
Proposal to Buyer, and Buyer will have ten (10) days to review the revised Proposal, either
Approving or rejecting the Proposal providing detailed reasons for the rejection, and any further
rejection shall be treated as set forth herein. Each time a Proposal is Approved that modifies the
Plans and Specifications, such modified and Approved Plans and Specifications shall be deemed to be substituted for the Exhibit A incorporated herein. If Buyer fails to respond to any Proposal
within the initial ten (10) day period or any subsequent ten (10) day period, as applicable, then the
Proposal will be deemed approved by Buyer. This process is referred to herein as the “Approval
Process” and the period is referred to herein as the “Approval Period”. Notwithstanding the
foregoing, in order to avoid delays in the Construction Schedule, the parties agree that the Proposal for the construction drawings prepared for purposes of obtaining a building permit for the Parking
Garage (the “Permit Set”) will be deemed approved if the Permit Set is in material conformance
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with the Plans and Specifications attached hereto as Exhibit A, and are delivered to Buyer at least
five (5) days before Seller applies for the Permit(s). Except as set forth above with respect to the
Permit Set, there shall be no material change to the Plans and Specifications without the prior
written consent of Buyer as set forth in below Section 7 of this Work Letter. Seller will be responsible for the cost (including all related hard and soft costs) of Seller requested changes to
the Plans and Specifications previously approved by Buyer that exclusively benefit the private
development and that cause an increase in the contract sum under the Parking Garage Construction
Contract. Buyer will be responsible for the cost (including all related hard and soft costs) of Buyer
requested change to the Plans and Specifications previously approved by Buyer (a “Buyer Change Order”). The parties agree that any such cost increase resulting from a Buyer Change Order will
not diminish any benefit realized by Seller under Section 2 of the Agreement and the cost share
provisions of the Third Amendment to the DDA. In reviewing Proposals, Buyer’s approval shall
not be unreasonably withheld, conditioned or delayed.
5.Buyer’s Cooperation: Seller’s Work. Buyer acknowledges that Substantial
Completion of Seller’s Work by the Completion Date will require Buyer’s cooperation and prompt
response to all requests made by Seller under and pursuant to the Agreement, and so pledges to
give such cooperation throughout the course of Seller’s Work. Buyer further acknowledges that
delay on Buyer’s part when Buyer’s approval or input is required may result in delay of the Completion Date, therefore Buyer agrees that for every day of Buyer delay, as determined by
agreement of Architect and Buyers Project Agent, beyond the applicable Approval Period, the
Completion Date will be extended by a day. For purposes of this Agreement, delay imposed on
Seller’s Work by delays in the construction of the Stadium will be deemed Buyer delay.
6.Construction Schedule. On or before April 1, 2018 Buyer will deliver to Seller a
list of milestone events in the construction of the Parking Garage (the “Construction Milestones”).
On or before April 30, 2018 Seller will prepare and deliver to Buyer a construction schedule
showing the expected timing for completion of the Construction Milestones. Seller may revise
this construction schedule from time to time in cases of Buyer delay, Force Majeure and for Buyer Approved change orders that extend the contract time under the Parking Garage Construction Contract.
7.Buyer Changes; Other Changes. Buyer reserves the right under this Agreement to
request modifications to the previously Approved Plans and Specifications, so long as Buyer remains responsible for all hard and soft cost attributable to such modifications. If Seller’s
contract(s) with its consultants and contractors require payment for modifications prior to
performing the work that is the subject of such change orders, then Buyer will pay for such
modifications prior to Seller completing the Seller’s Work that is the subject of Buyer’s requested
modification.
Seller will not make material changes to the Plans and Specifications by change order or
otherwise without the prior written consent of Buyer, which shall not be unreasonably withheld,
conditioned or delayed. For purposes of this Agreement, the term “material changes” shall mean
changes to any portion of the Parking Garage Building as identified in paragraph 1.(a)-(i) of the Second Amendment to the Downtown Development Agreement (which is incorporated herein by
reference) or that modify size or footprint of the Parking Garage, that reduce the number of parking
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spaces or quality of materials, that increase the contract sum or extend the contract time under
Parking Garage Construction Contract, that change the exterior appearance of the Parking Garage,
or can be reasonably calculated to impair or diminish the use of the Parking Garage for its intended
use as a parking garage.
8.Punch List. Within ten (10) days following Substantial Completion, Buyer shall
deliver to Seller a “Punch List” of items that Buyer reasonably deems necessary for Seller to
complete or correct based on the Plans and Specifications. Seller shall promptly commence to
complete or correct the Punch List items. Punch List work shall be completed prior to Closing.
9.Failure to Meet Construction Milestone. Seller’s failure to meet a Construction
Milestone when such failure is not the result of Buyer’s delay or Force Majeure will constitute a
default under the terms of this Agreement entitling Buyer at its option and in its sole discretion,
following notice to Seller of the default and thirty (30) days within which to cure the default, to “Take Over” the Seller’s work and seek Substantial Completion, the effective day of Take Over
being referred to as the “Take Over Date”. Upon Take Over the Seller will assign its interests in
all Plans and Specifications, contracts, permits and any and all documents, contracts, licenses,
permits, materials and equipment related to and necessary for Seller’s Work at no cost to the Buyer.
From and after the Take Over Date, Buyer will be responsible for, and will pay, all costs and expenses incurred in completion of the Parking Garage and Seller will have no further
responsibility for completion of the construction of the Parking Garage. Seller will not be entitled
to any further payment until Substantial Completion of construction and Closing at which time
Seller will be paid such sums as are due to Seller following adjustments to any money due to Seller
and as described in this Agreement and including any damages, loss, additional costs or fees, penalties, or costs of remediation or reconstruction of unacceptable work.
The Seller, upon receipt of the notice of default and intention to Take Over will notify the
General Contractor and all persons, companies, entities or sureties under all payment and
performance bonds as well as any Guarantor of this Agreement, the Construction Agreement with the General Contractors or otherwise. Seller will cooperate with and cause the General Contractor
with whom it contracted for construction of the Parking Garage to cooperate with all parties
necessary for Buyer to obtain relief, benefit and action from and under all bonds, sureties and
guarantors. Any action taken or benefits received by Buyer in connection with any bonds, sureties
or guarantors will be without prejudice to any and all claims Buyer has against Seller and will not release Seller in whole or part from Buyer’s claims.
After Take Over, Buyer will not change the Plans and Specifications in any way that has
an adverse effect on the future private development on the Land without Seller’s prior written
consent, including without limitation impairing the access to the future private development or impairing the structural support for the future private development. Seller will have the right to
enter the Land after Take Over, with reasonable coordination with Buyer, for the purposes of
inspecting the construction of the Parking Garage to ensure that such construction is in compliance
with the Plans and Specifications and remains suitable for the future private development.
Provided, buyer may require Seller to take such action as is necessary in Buyer’s discretion to ensure that Seller pays or is able to pay for any costs, fees or expenses incurred in construction of
the Parking Garage and not for the sole benefit of Buyer.
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10.Selection of General Contractor and Architect. Buyer hereby approves (i) Built
Form, PLLC as the architect for the Parking Garage (the “Architect”), and (ii) Kimley Horn and
Associates, Inc. as a design and architectural engineer consultant. Seller’s selection of the General Contractor is subject to Buyer’s prior approval which will not be unreasonably withheld, conditioned or delayed.
11.Buyer’s Review; Status Meetings. Buyer at any time, upon reasonable advance
notice to the Seller and subject to safety protocol, shall be entitled to review the construction of the Parking Garage as the work progresses, so long as Seller’s progress is not in any manner impeded thereby. Seller and Buyer shall also establish regular, periodic meetings to review and
discuss the progress of Seller’s Work.
12.Insurance. During construction, Seller shall maintain, or cause to be maintained,builder’s risk, general liability and, as required by law, worker’s compensation insurance, and shall
cause the general contractor to carry commercially reasonable liability insurance having coverage
limits similar to those on similar commercial construction projects in the Fayetteville, NC market.
No later than five (5) days before the commencement of physical construction, Seller shall furnish
Buyer with certificates of insurance (“Seller’s Certificate of Insurance”) for the coverages to be carried by Seller and for the coverages to be carried by the general contractor, including in each
instance Buyer as additional named insured or loss payee, as appropriate. The Seller’s Certificate
of Insurance shall set forth the location of the Land, insuring companies, deductibles, coverages,
policy number, policy period and limits of liability. The Seller’s Certificate of Insurance shall also
provide that in the event of cancellation or material change in the coverage provided, at least thirty (30) days prior written notice will be given to all insureds and loss payees named in the policy.
Seller shall, upon request, provide to Buyer a true copy of any insurance policy required under this
Agreement. The liability insurance of the Seller and general contractor, shall name the Buyer as
an additional insured with a waiver of subrogation in favor of the Buyer. After any Take Over
Date, Buyer will provide insurance materially similar to that herein described, and will add Sellerand Seller’s lender as an additional insured; provided, that City may use a municipal self-insurance
program to cover these insurance obligations.
13.Damage or Destruction. If, at any time prior to Substantial Completion, the
Premises or any portion thereof, are damaged by fire or any other casualty, Seller shall repair the damage promptly to the extent insurance proceeds are made available to Seller unless such funds
are not available due to fault of the Seller. Appropriate extension of the Completion Date shall be
memorialized in a revised Construction Schedule. The repairs shall be made in a good and
workmanlike manner, the repairs shall restore the Premises to a condition substantially in
accordance with the Plans and Specifications. Seller shall consult with Buyer and keep Buyer fully informed of all aspects of the repairs. As appropriate, the Approval Process shall be followed
by Seller and Buyer.
14.Quality of Seller’s Work. In addition, all covenants and warranties set out in any
construction contract between Seller and General Contractor, subcontractors, suppliers and materialmen with respect to such warranties as are described hereafter will name Buyer as a party
in addition to Seller. Seller's Work shall be performed in a good and workmanlike manner and in
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full compliance with all applicable law and the Plans and Specifications. Without limiting the
foregoing but in furtherance thereof, Seller shall use and Seller shall cause its general contractor
and all subcontractors to use industry standard commercial building techniques and processes, and
new, high-quality building equipment, materials and products.
15.Warranty; Correction of Defects. In addition to such warranties as will be included
in the Construction Contract between the Seller, General Contractor, subcontractors, suppliers and
materialmen, all of which will name Buyer a party in addition to Seller covered by and entitled to
the benefits of such warranties, Seller warrants to Buyer that the Parking Garage will be constructed in substantial accordance with the Plans and Specifications. In furtherance of the
foregoing, but not in limitation, Seller warrants to Buyer that all materials, products and equipment
used in or which are a part of the Parking Garage shall be new and high quality, unless otherwise
specified, that all construction work will be of high quality, free from improper workmanship and
defective materials, parts and equipment, and that all construction work will be performed using industry standard commercial building techniques and processes. This warranty does not include
defects caused by modifications made or requested to be made by Buyer and defects caused by
Buyer’s abuse, improper maintenance or improper operation of the Parking Garage. Seller
covenants that any warranties for workmanship and of materials, parts and equipment incorporated
into the Parking Garage which may be acquired by Seller through Seller’s Work or otherwise shall be reassigned to Buyer or, if not assignable, shall be diligently enforced by Seller on Buyer's
behalf. Provided Seller can obtain consent for the assignment of its warranty from its general
contractor, Seller will assign such warranty to Buyer.
Seller agrees to correct at its sole cost and expense all of Seller’s Work which proves to be defective in materials, parts, quality or workmanship within a period of one (1) year from the date
of Substantial Completion (or such longer period of time as provided for by statute, administrative
code or the terms of the Parking Garage Construction Contract). All warranty work performed by
or on behalf of Seller shall be performed to the standards set forth in this Section; it shall be
performed promptly after receipt of notice from Buyer of the defect or other noncompliance or nonconformity; it shall be performed after consultation with Buyer regarding Seller’s plans and
processes for correcting the defect, or other noncompliance or nonconformity.
Notwithstanding the foregoing, provided Seller obtains an assignment from its general
contractor the standard general contractor’s warranty to owners set forth in the form language of the AIA contract(s) used for the Parking Garage Construction Contract, then Seller’s warranty to
Buyer hereunder shall not extend beyond any applicable warranty period given by Seller’s general
contractor, and shall not exceed the scope of any warranty given by Seller’s general contractor, it
being the intent of the parties that Seller’s warranty from its general contractor shall be “pass-
through” to Buyer, without Seller incurring warranty risk that is not covered by Seller’s warranty from its general contractor. Provided, however, these limitations on Seller’s warranty set forth in
the paragraph shall not apply in the event of Seller’s negligence or willful misconduct.
16.Force Majeure. The term “Force Majeure” used herein means any cause beyond
the reasonable control of the affected party, such as: slowdown, work stoppage, strike, lockout and other labor dispute by third parties; breakdown; fire or other casualty; accident; law, order,
directive, boycotts and moratoriums; failure of supply and inability, without the fault of Seller or
20
its contractor and by the exercise of reasonable diligence, to obtain supplies, parts necessary to
furnish services or otherwise perform; war (declared and undeclared) or other emergency, peace
keeping activities, riot and other civil insurrection or disobedience, terrorist threats and acts,
quarantine and biological, chemical, nuclear and other contamination; water shortages, power failure and other long lasting disruptions in utilities or utility services; inclement weather in excess
of 5 year average at or near the construction site and any “Act of God”; any material delay due to
any act or neglect of the other party hereto, or any of its shareholders, directors, officers, partners,
managers, members, employees, agents, independent contractors, guests and invitees, or any
assignee, and successor in interest to such other party; delay caused by the municipal approval authority’s failure to grant the approvals and permits for the Parking Garage so long as Seller
continues to make commercially reasonable efforts to obtain such approvals and permits; or delay
imposed or caused by the construction on the baseball stadium or related off-site improvements.
Exhibit A
Plans and Specifications
The attached Plans and Specifications are based on preliminary design specifications used for
pricing presented to Fayetteville City Council on December 11, 2017, and will be modified with
the consent of Buyer in accordance with this Agreement as the design process for the Parking
Garage progresses.
[See following pages.]
Garage Contract
Schedule 1
Hay Street Parking Garage
Structural and Foundation Plans and Specifications used for Pricing
Five Story with 492 Spaces
VICINITY MAPFAYETTEVILLE, NORTH CAROLINAHAY STREETHILLSBORO STREETRAY AVE.RAY AVE.BRAGG BLVD.MAIDEN LN.OLD STREETFRANKLIN STREETPROJECT TEAMOWNER:PRINCE CHARLES HOLDINGS, LLC.PO BOX 650 Durham, NC 27702 ARCHITECT:BUILT FORM ARCHITECTURE, LLC935 W. Chestnut Street, Ste 520Chicago, Illinois 60642.STRUCTURAL ENGINEER:KIMLEY-HORNE421 Fayetteville St., Suite 600Raleigh, NC 27601CIVIL ENGINEER:STEWART421 Fayetteville St., Suite 400Raleigh, NC 27601MEP ENGINEER:ADVANCED CONSULTING GROUP INTERNATIONAL30 West Adams St., Suite 420Chicago, IL 60606PLANNING CONSULTANT:J TATLOCK DESIGN11035 Killian Park Rd. Miami, FL 33156DRAWING LISTARCHITECTUREG-001COVER SHEETA-001ARCHITECTURAL SITE PLANA-101OVERALL FLOOR PLANS- LEVELS 1 & 2A-102OVERALL FLOOR PLANS- LEVELS 3 & 4A-103OVERALL FLOOR PLANS- LEVELS 5 & TYPICAL HOTEL AND RESIDENTIALA-200BUILDING ELEVATIONSA-201BUILDING ELEVATIONSA-300BUILDING SECTIONSA-301BUILDING SECTIONSA-401ENLARGED ELEVATIONS & WALL SECTIONSA-402ENLARGED ELEVATIONS & WALL SECTIONSSTRUCTURES-100ACIP OPTION – FOUNDATION PLAN S-101A CIP OPTION – SLAB-ON-GRADE PLAN S-102A CIP OPTION – TYPICAL FRAMING PLAN S-103ACIP OPTION – AMENITY LEVEL FRAMING PLANS-300ACIP OPTION – STRUCTURAL SECTION S-100B PRECAST OPTION – FOUNDATION PLAN S-101B PRECAST OPTION – SLAB-ON-GRADE PLAN S-102B PRECAST OPTION – TYPICAL FRAMING PLAN S-103B PRECAST OPTION – AMENITY LEVEL FRAMING PLAN S-300BPRECAST OPTION – STRUCTURAL SECTION ISSUED FOR PARKING DECK PRICING 10-31-17ISSUE FOR PRICING-NOT FOR CONSTRUCTION10/31/2017 6:15:21 PMG-001FAYETTEVILLE MIXED-USEDEVELOPMENT500 Hay Street, Fayetteville, NC 28301
RRRRRRDDCGGGGGDDDDDDDDCWOCWI
CWOCWIDD 108 103.5 105RRRRRRDDCGGGGGDDDDDDDDCWOCWI
CWOCWIDDA-2011A-200A-200A-201221N.I.C.N.I.C.N.I.C.N.I.C.PROPERTY LINEPROPERTY LINEN13 STORIESPODIUM 5 STORIES9 STORIES1' - 0"3' - 0 5/8"1' - 11 5/8"1' - 1 7/8"11' - 9 1/2"62' - 1"85' - 10 1/8"62' - 1"124' - 3"65' - 5 1/2"127' - 11 3/8"62' - 9 1/4"SITE LINES SHOWN FOR REFERENCE ONLYN.I.C.PROJECTDATEISSUED FORNUMBERDATESHEET TITLEPROJECT NO.PLANNING CONSULTANTSTRUCTURAL ENGINEERCIVIL ENGINEER / LANDSCAPE ARCHITECTMECHANICAL / ELECTRICAL / PLUMBING ENGINEERCLIENTACCOUSTICAL CONSULTANTPOOL CONSULTANTB U I L T F O R MA R C H I T E C T U R E935 W Chestnut St., Ste # 520Chicago, IL 60642421 Fayetteville St., Suite 400. Raleigh, NC 27601STEWART300 W. Adams Street, Suite 420, Chicago, IL 60606ADVANCE CONSULTING GROUP INTERNATIONALPO BOX 650, Durham, NC 27702PRINCE CHARLES HOLDINGS, LLCTBDTBD1. THIS DOCUMENT WITH THE ACCOMPANYINGDRAWINGS AND SPECIFICATIONS, DESCRIBESTHE GENERAL SCOPE OF THE PROJECT ANDDESIGN CONCEPT IN TERMS OF THEARCHITECTURAL, STRUCTURAL, MECHANICALAND ELECTRICAL SYSTEMS. THESE DOCUMENTSDO NOT NECESSARILY INDICATE OR DESCRIBEALL OF THE WORK REQUIRED FOR THE FULLPERFORMANCE AND COMPLETION OF THEREQUIREMENTS OF THE CONTRACT.2. ON THE BASIS OF THE SCOPE INDICATED ORDESCRIBED, THE CONTRACTOR SHALLDETERMINE AND INCLUDE IN HIS PROPOSALSALL ITEMS NECESSARY TO PROVIDE THEPROPER EXECUTION AND COMPLETION OF THEWORK.SCOPE OF DOCUMENTC2017 BUILT FORM, LLCABCDEFGH213456789J421 Fayetteville St, Suite 600, Raleigh, NC 27601KIMLEY-HORN11035 Killian Park Road, Miami, FL 33156J TATLOCK DESIGN LLC01/2"1"2"STAMP1ISSUE FOR PRICING-NOT FOR CONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT500 Hay Street, Fayetteville, NC 28301A-001ARCHITECTURAL SITE PLAN10/31/17 3/64" = 1'-0"1SITE PLAN
62'-0"ADCB62'-0"62'-0"OPEN TO PARKING BEYONDFRAMING WITH DOWNLIGHTING4'-0"4'-0"19'-2"10'-11"8'-0"PC-1 PTD CONCRETE SPANDRELBRK-1 FACE BRICK CLADDINGON CMU BACK UP WALLAL-1 PANEL SYSTEM ONPARKING AREASCRASH AND FALL PROTECTION 9'-0"CMU BACK UP WALL AT EXPOSEDCONC SPANDREL TO ACT ASAL-1 PANEL CANOPY ON STEEL6'-11"3'-1"10'-11"2'-9"3'-4"3'-4"3'-6"6'-9"5'-2"2'-4"11'-7 1/2"6'-0"11'-7 1/2"5'-8"4'-7 1/2"2'-4"4'-4"2'-4"3'-4"6'-0"15'-9 1/2"4'-0"6'-7 1/2"12'-0"MAX 2 FLOORSBRK-1 SYSTEM WITH AL ENTRANCESRAMP BEYONDEXITSF-1 PTD ALUM STOREFRONTGALV STL BRICK SHELF ANGLESOPEN TO PARKINGPARKING CONTROL EQUIPMENTENTERHOTEL SIGNAGE LOCATIONALL BRK PANELS TO BE ONUTILITY MODULEINSULATED ALUM PANEL ON CMU BACK UPCMU W/ STUCCO FINISH- INSULATED ON INTERIOR FACE R=10 CIBRICK MASONRY UNIT ON CMU BACK UPPAINTED CONCRETECHANNEL GLASS SCREEN WALLMETAL MESH SCREEN PANELBRK-1AL-1PC-1CG-1MF-1FACADE MATERIAL LEGENDMATERIAL SYSTEMSC-1SF-1PTD ALUM AND INSULATED GLASS STOREFRONT / ENTRANCESEL +31'-9"T/ LEVEL 3.5EL + 20'-3"T/ LEVEL 2.5EL + 0'-0"T/S GRADEEL + 42'-1"T/ LEVEL 4.5EL + 53'-7"T/ LEVEL 5.5EL + 68'-1"T/ 6 TH FLOORBRK-1 FACE BRICK CLADDINGMF-1 METAL FABRIC PANEL 8'-0" WIDE PANELS ON EXTERIOR WALLS AT GRADEPTD CONCRETE SPANDRELCONC SPANDREL TO ACT ASCRASH AND FALL PROTECTION ON CMU BACK UP WALLSTUCCO FINISH ON CMUALL OPAQUE WALL SYSTEMS TO HAVE R=9.5 MINSC-1PROPERTY LINE12345678916'-0"24'-0"36'-0"30'-0"30'-0"36'-0"24'-0"21'-0"EL +31'-9"T/ LEVEL 3.5EL + 20'-3"T/ LEVEL 2.5EL + 0'-0"T/S GRADEEL + 42'-1"T/ LEVEL 4.5EL + 53'-7"T/ LEVEL 5.5EL + 68'-1"T/ 6 TH FLOOREL + 38'-10"T/ 4TH FLOOREL +28'-6"T/ 3RD FLOOREL + 17'-0"T/ 2ND FLOOREL + 0'-0"T/S GRADEEL + 50'-4"T/ 5 TH FLOOREL + 68'-1"T/ 6 TH FLOOR6'-3"15'-6"8'-0"12'-0"15'-0"8'-0"22'-0"4'-0"7'-6"4'-0"14'-6"8'-0"27'-9 1/2"12'-0"71'-7 1/2"
71'-7 1/2"PROVIDE ALLOWANCE FOR MECHLOUVERS - PTD, DRAINABLE SIGHTPROOFPARKING ENTRANCEBEYONDPTD STL OVERHEADLOADING DOCK DOORSFOUNDATIONSSEE STRUCTURAL DWGS36'-0"9'-7"5'-9"4'-0"14'-6"2'-0"SOUTH ELEVATIONK8SCALE :1/8"=1'-0"PODIUM ELEVATIONSISSUE FOR PARKING DECK PRICING10.31.17PARKING PODIUM HAY STREETA-200WEST ELEVATIOND8SCALE :1/8"=1'-0"PARKING PODIUM SERVICEPROJECTDATEISSUED FORNUMBERB U I L T F O R MA R C H I T E C T U R E935 W Chestnut St., Ste # 520 Chicago, IL 60642DATESHEET TITLEPROJECT NO.PLANNING CONSULTANTSTRUCTURAL ENGINEER STEWARTCIVIL ENGINEER / LANDSCAPE ARCHITECTADVANCE CONSULTING GROUP INTERNATIONALMECHANICAL / ELECTRICAL / PLUMBING ENGINEERPRINCE CHARLES HOLDINGS, LLCCLIENTTBDACCOUSTICAL CONSULTANTTBDPOOL CONSULTANTCABCDEFGH213456789JKIMLEY-HORNJ TATLOCK DESIGN LLCFAYETTEVILLE MIXED USE 01ISSUE FOR SCOPE REVISIONS12.22.1202
12345678916'-0"24'-0"36'-0"30'-0"30'-0"36'-0"24'-0"21'-0"6'-3"27'-4 1/2"6'-0"11'-9"6'-0"21'-1 1/2"6'-0"9'-10 1/2"4'-0"5'-10 1/2"4'-0"6'-8 1/2"8'-0"EL +31'-9"T/ LEVEL 3.5EL + 20'-3"T/ LEVEL 2.5EL + 0'-0"T/S GRADEEL + 42'-1"T/ LEVEL 4.5EL + 53'-7"T/ LEVEL 5.5EL + 68'-1"T/ 6 TH FLOORPROPERTY LINEEL + 38'-10"T/ 4TH FLOOREL +28'-6"T/ 3RD FLOOREL + 17'-0"T/ 2ND FLOOREL + 0'-0"T/S GRADEEL + 50'-4"T/ 5 TH FLOOREL + 68'-1"T/ 6 TH FLOOR15'-10"7'-10"4'-9"4'-9"4'-0"14'-8 1/2"7'-4"4'-0"4'-8 1/2"7'-10"13'-5"12'-9"71'-7 1/2"ABCD62'-0"62'-0"62'-0"BRK-1 AT EXPOSED AREASCOORDINATE WITH BALLPARKSOUTH FACADERATED CMU PARTY WALLADJACENT TO BALLPARK STRUCTUREPARKING DECK STRUCTUREEL +30'-3"T/ LEVEL 3.5EL + 19'-3"T/ LEVEL 2.5EL + 0'-0"T/S GRADEEL + 40'-8"T/ LEVEL 4.5EL + 55'-2"T/ 5 TH FLOORBRK-1 BRK-1 FACE BRICK CLADDINGON CMU BACK UP WALL31'-3 1/2"40'-4"
71'-7 1/2"INSULATED ALUM PANEL ON CMU BACK UPCMU W/ STUCCO FINISH- INSULATED ON INTERIOR FACE R=10 CIBRICK MASONRY UNIT ON CMU BACK UPPAINTED CONCRETECHANNEL GLASS SCREEN WALLMETAL MESH SCREEN PANELBRK-1AL-1PC-1CG-1MF-1FACADE MATERIAL LEGENDMATERIAL SYSTEMSC-1SF-1PTD ALUM AND INSULATED GLASS STOREFRONT / ENTRANCESEAST ELEVATIONK8SCALE :1/8"=1'-0"PODIUM ELEVATIONSPARKING PODIUM PLAZA A-201NORTH ELEVATIOND8SCALE :1/8"=1'-0"PARKING PODIUM PARTY WALLPROJECTDATEISSUED FORNUMBERB U I L T F O R MA R C H I T E C T U R E935 W Chestnut St., Ste # 520 Chicago, IL 60642DATESHEET TITLEPROJECT NO.PLANNING CONSULTANTSTRUCTURAL ENGINEER STEWARTCIVIL ENGINEER / LANDSCAPE ARCHITECTADVANCE CONSULTING GROUP INTERNATIONALMECHANICAL / ELECTRICAL / PLUMBING ENGINEERPRINCE CHARLES HOLDINGS, LLCCLIENTTBDACCOUSTICAL CONSULTANTTBDPOOL CONSULTANTCABCDEFGH213456789JKIMLEY-HORNJ TATLOCK DESIGN LLCFAYETTEVILLE MIXED USE ISSUE FOR PARKING DECK PRICING0110.31.17ISSUE FOR SCOPE REVISION0212.22.17
DENOTES CIP CONCRETE PILE CAP, TYPE 3. TOP OF PILECAP ELEVATIONS SHALL BE -2'-0" UNO.
DENOTES CIP CONCRETE MAT FOUNDATION, TYPE I,WITH A TOP OF MAT ELEVATION OF 3'-0" BELOW NOMINAL
SLAB-ON-GRADE ELEVATION OF 0'-0".
DENOTES CIP CONCRETE RETAINING WALLNUMBER 1.
CIP CONCRETE COLUMN
4" FOUNDATION DRAIN (APPROXIMATE LOCATION SHOWN
ON FDTN PLAN), LOCATE PER DETAIL 2/S502.
DENOTES CIP CONCRETE GRADE BEAM.GRADE BEAM = 36" WIDE x24" DEPTH, TYP, UNO.
1. PC-3 (-2'-0")
2. M-1
(-3'-0")
3.
4.
5.
6. GB 36x24
LEGEND:
RT/W1
A
9
8
7
B C D
62' - 0"62' - 0"62' - 0"
6
5
4
3
2
1
21' - 0"24' - 0"36' - 0"30' - 0"30' - 0"36' - 0"24' - 0"16' - 0" 5' - 9"217' - 0"
186' - 0"
1
S300B
2
S300B
PC-12
PC-16 PC-30 PC-30
PC-12
PC-16
PC-20
PC-20
PC-20
PC-30
PC-16
PC-16
PC-12PC-12
PC-16
PC-16
PC-16
PC-20
RT/W1
RT/W2
FDTN DRAIN AT RETAINING WALL,TIE TO CIVIL STORM LINE
TYP ATPARTYWALL
24"x16" STRIP FTG TOSUPPORT ARCHITECTURALFACADE, TYP
PILE SUPPORTED PARTYWALL FTG, 24"x24"
8' - 0"
M-1( -2' - 0" )
M-2( -4' - 0" )
M-3( -2' - 0" )
M-4
M-5 ( -2' - 0" )6' - 9" 20' - 3"
6' - 5 1/2"8' - 0 1/2"
7' - 3 1/2"6' - 3" 12' - 9"
5' - 7 1/2"23' - 0"
16' - 3"23' - 3"
5' - 3"4' - 4"36' - 0"4' - 2"4' - 4"4' - 0"7' - 6 3/8"10' - 3 1/2"
24' - 3"5' - 3"5' - 3" 25' - 1 1/2"17' - 7 1/2"
15' - 6"5' - 9"17' - 6"5' - 3"3' - 9"
( -4' - 0" )
6' - 3"23' - 3"12' - 4 1/2" 12' - 0"7' - 10 1/2"6' - 9"
GB 36 x 24 GB 36 x 24GB 36 x 24GB 36 x 24
GB 36 x 24GB 36 x 24
GB 36 x 24GB 36 x 24
GB 36 x 24GB 36 x 24GB 36 x 24
GB 36 x 24
M-6( -2' - 0" )
PC-50PC-50
22' - 3"22' - 3"3' - 9"4' - 9"4' - 9"3' - 9"
19' - 3"19' - 3"
5' - 6"ATLITEWALL3' - 0"TYPGB 36 x 24
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOTFORCONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600421 FAYETTEVILLE STREETRALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designspresented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without writtenauthorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S100B
PRECAST OPTION -
FOUNDATION PLAN
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
SCALE: 1/16" = 1'-0"S100B
1 FOUNDATION PLAN
RT/W2 VARIES - - - -2'-0" 2'-6" 8'-0" 1'-0" - - - -TBD TBD TBD TBD TBD - -
RT/W1 9' - 8" - - - -2'-0" 2'-6" 8'-0" 1'-0" 6" 1'-1"TBD TBD TBD TBD TBD - -
MARK MAX FILL HEIGHT TOW TOF DEPTH TOE LENGTH STEM COL LINE OFFSET A B C D H NOTES
WALL / FOOTING DIMENSIONS AND ELEVATIONS WALL / FOOTING REINFORCEMENT
RETAINING WALL SCHEDULE PILE CAP SCHEDULE
MARK LENGTH WIDTH DEPTH NO OF PILES BOT REINF TOP REINF PILE CAP DETAIL
PC-12 11' - 6"8' - 6"5' - 2"12 TBD TBD --
PC-16 11' - 6" 11' - 6"5' - 0"16 TBD TBD --
PC-20 11' - 6" 14' - 6"5' - 6"20 TBD TBD --
PC-30 17' - 6" 14' - 6"6' - 2"30 TBD TBD --
PC-50 29' - 6" 14' - 6"6' - 2"50 TBD TBD --
MAT SCHEDULE
MARK SIZE DEPTH NO OF PILES BOT REINF TOP REINF MAT CAP DETAIL
M-1 SEE PLAN 4' - 0"54 TBD TBD --
M-2 SEE PLAN 4' - 0"147 TBD TBD --
M-3 SEE PLAN 4' - 0"60 TBD TBD --
M-4 SEE PLAN 5' - 0"122 TBD TBD --
M-5 SEE PLAN 4' - 0"76 TBD TBD --
M-6 SEE PLAN 4' - 0"143 TBD TBD --
FOUNDATIONS SHALL BE CENTERED ON COLUMN GRID LINES (EG COLUMNS, WALLS, ETC.)UNLESS NOTED OTHERWISE.
FILL ALL CMU BELOW GRADE WITH 3,000 PSI STRENGTH GROUT.
REFER TO CIVIL PLANS FOR PROPERTY LINES AND LOCATION OF PARKING DECK.
FOUNDATION AND RETAINING WALL DESIGN ARE BASED ON GEOTECHNICAL ENGINEERINGINFORMATION PROVIDED BY F&R, INC. IN A REPORT DATED SEPTEMBER 18, 2017.
1.
2.
3.
4.
NOTES:
BASIS OF DESIGN: DEEP FOUNDATION ELEMENTS ARE HP12x53, WITH CAPS/MATAS SHOWN ON THE FOUNDATION PLAN. THE PILES SHOULD BE INSTALLED TO ADEPTH PER GEOTECHNICAL RECOMMENDATIONS.
A. ESTIMATED PILE LENGTH = 55'-0" TO 60'-0"
INDIVIDUAL HP12x53 PILE DESIGN CAPACITY IS BASED ON THE FOLLOWINGALLOWABLE LOADS:
A.60 TONS AXIAL COMPRESSIONB.20 TONS AXIAL UPLIFT (TENSION)C.5 TONS (LATERAL)i. 3 TONS LEADING PILE
ii. 2 TONS TRAILING PILE
RETAINING WALL DESIGN IS BASED ON THE FOLLOWING:
A. SOIL DENSITY = 120 PCFB. ACTIVE EARTH PRESSURE COEFFICIENT = 0.33 (TO BE CONFIRMEDBY GEOTECH)
C. PASSIVE EARTH PRESSURE COEFFICIENT = 2.1 (TO BE CONFIRMED
BY GEOTECH)
4.01
4.02
4.03
NOTE TO CONTRACTOR:
1.DRIVEN H-PILES USED AS BASIS OF DESIGN FOR PRICING.
2.NUMBER OF PILES AND GRADE BEAMS CONTROLLED, IN MANYCASES, BY LATERAL CAPACITY OF PILES.
3.ACIP MAY PROVIDE ADDITIONAL LATERAL CAPACITY.
4.THIS PLAN BASED ON AN ASSUMED STRUCTURAL STEEL TOWERSABOVE LEVEL 5.
LEGEND:
1.
2. WALL LEGEND
PRECAST COLUMN
CIP CONCRETE RETAINING WALL
CMU WALL
A
9
8
7
B C D
6
5
4
3
2
1
62' - 0"62' - 0"62' - 0"21' - 0"24' - 0"36' - 0"30' - 0"30' - 0"36' - 0"24' - 0"16' - 0"EOS5' - 10"217' - 0"
186' - 0"UP14.20%UP6.90%1
S300B
2
S300B
ELEVATEDSLAB
EXTENTS
8" WIDE x 42" HIGHCONC BARRIER WALLS,
TYP EA SIDE OF RAMP
RAMP AREABACKFILLED WITHSOIL, STONE AND5" SLAB-ON-GRADECONC
EXP JT AT SLAB-ON-GRADE TO ELEVATED
STRUCT TRANSITION
ISOLATION JT,
TYP AT COL
CTRL JT,
TYP
FLOOR DRAINS ARE NOT YETILLUSTRATED IN SLAB-ON-GRADE PLAN BUT AREANTICIPATED IN ALL PARKINGAREAS, AT LOADING DOCKAND IN MECHANICAL ROOMS.
8" PARTY WALL ONNORTH ELEVATION
THICKENED SLAB-ON-GRADEAT PERIMETER, TYP
5" CONC SLAB-ON-
GRADE W/ 6x6
W2.9xW2.9 WWF ON 4"
COMPACTED NCDOTNO. 57 STONE, TYP,UNO
STAIR SHAFTS FILLED WITHSTONE AND SLAB-ON-GRADEABOVE MAT FOUNDATION.THICKENED SLAB AT RISERS,TYP
10-MIL VAPOR BARRIERBENEATH ALL
OCCUPIED/CONDITIONED
AREAS, TYP
NO SLAB-ON-GRADE INELEV PITS, TYP
6" CONC SOG W/ 4x4
W4/W4 WWF ON 4"
COMPACTED NCDOTNO. 57 STONE
12' - 0"
18' - 6"
DRIVE
26' - 6"17' - 0"
A B
5
4
3
62' - 0"30' - 0"36' - 0"DN6.90%DN14.20%ELEVATED SLAB EXTENTS
10" PRCST LOADBEARING SPANDREL, TYP12' - 0"
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOTFORCONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600421 FAYETTEVILLE STREETRALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designspresented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without writtenauthorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S101B
PRECAST OPTION -
SLAB-ON-GRADE PLAN
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
SCALE: 1/16" = 1'-0"S101B
1 SLAB-ON-GRADE PLAN - NOMINAL FFE = 0'-0"
SCALE: 1/16" = 1'-0"S101B
2 LEVEL P2 EXPRESS RAMP
NOTES:
EXCEPT AS SHOWN OTHERWISE ON THIS PLAN, PROVIDE A UNIFORM 5" THICK SLAB-ON-GRADE CONSTRUCTED ON A MINIMUM OF 4" COMPACTED NCDOT NO. 57 STONE.
MINIMUM YIELD STRENGTH OF REINFORCEMENT TO BE AS FOLLOWS:
2.01 WELDED WIRE FABRIC: 65,000 PSI (ASTM-A185) 2.02 REBAR: 60,000 PSI (ASTM-A615)
CONSTRUCTION PROCEDURE FOR THE SLAB-ON-GRADE SHALL BE BASED ON LINE STRIPCONSTRUCTION METHOD. ALL CONTROL JOINTS SHALL BE SAWED IN ACCORDANCE WITHTHE SPECIFIC LOCATIONS SHOWN. CONTRACTOR SHALL PROPOSE CONSTRUCTION JOINT
PLAN FOR ENGINEER REVIEW.
PRIOR TO SLAB CONSTRUCTION, THE SUBGRADE SHALL BE EVALUATED BY PROOFROLLING AND TEST PIT EVALUATION PER GEOTECH REPORT PROVIDED BY F&R, INC.DATED SEPTEMBER 18, 2017.
CONCRETE CURBS AND RAISED ISLANDS ARE NOT SHOWN. SEE ARCHITECTURAL PLANS.
1.
2.
3.
4.
5.
A
9
8
7
B C D
6
5
4
3
2
1
UPDNDNUPDNUP62' - 0"62' - 0"62' - 0"21' - 0"24' - 0"36' - 0"30' - 0"30' - 0"36' - 0"24' - 0"16' - 0"217' - 0"
186' - 0"12' WIDE x 30" DEEP PRCST DOUBLE TEE
10" PRCST LOADBEARINGSPANDREL, TYP
10" PRCST NON-LOADBEARING SPANDREL,
TYP30"x30" PRCSTCOLUMN, TYP
PRCST INVERTED TEEGIRDER, TYP EA END
12" PRCST
SHEARWALL, 30'-0"
MAX, TYP EA END
9

'

-

0

"
9' WIDE x 30" DEEPPRCST DOUBLE TEE
9

'

-

0

"
9' WIDE x 30" DEEPPRCST DOUBLE TEE
18" PRCST SHEARWALL,TYP OF 4
ELEVELEV
METAL PANSTAIRS,TYP
1
S300B
10" PRCST LITE WALL
2
S300B
-1.00
-0.00-0.00-0.00
-1.00-1.25-1.25
-1.00-1.25
-0.50 -0.00
-1.00-1.25
-0.50 -0.00
-1.00 -1.00-1.25
-0.00
-1.25
-0.00 -0.00EOS5' - 10"
PRCST INVERTED
TEE GIRDER, TYP
19' - 3"
19' - 3"1' - 4"9' - 8"8' - 0"9' - 6"8' - 10"3' - 0 3/8"5' - 9 1/2"
18' - 9"
9' - 9" 9' - 6"18' - 3"5' - 3" 11' - 0"
17' - 10"2' - 3" 8' - 9"
12" PRCSTCONCRETE SHAFTWALLS, TYP ATELEV AND STAIRS
8" PARTY WALLALONG NORTH
ELEVATION
8" CMU PIERS SUPPORTINGBRICK FACADE NOT SHOWN,REFER TO ARCH ELEVATIONSFOR LOCATIONS, TYP WEST,SOUTH AND EASTELEVATIONS
ELEV
ELEVCONC CURB
TRANSITION AT
STAIR ENTRYFROM SLOPINGRAMP FLOOR
NO DISCHARGE FROM THISSTAIR ON THE PARKINGLEVELS
NOTE:
TRAFFIC COATING ON LEVEL P2
ABOVE OCCUPIED SPACE NOT
SHOWN.
18' - 8"
= DENOTES FLOOR DRAIN AND TOP OF DRAIN ELEVATION 1.25' BELOW REFERENCE LEVEL ELEVATION
= DENOTES TOP OF SLAB OR DOUBLE-TEE ELEVATION 0.50' BELOW BELOW REFERENCE LEVEL ELEVATION
= DENOTES DRAINAGE SLOPE DIRECTIONS.
= PRECAST CONCRETE COLUMN
1. -1.25
2.-0.50
3.
4.
LEGEND:
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOTFORCONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600421 FAYETTEVILLE STREETRALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designspresented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without writtenauthorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S102B
PRECAST OPTION -
TYPICAL FRAMING PLAN
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
SCALE: 1/16" = 1'-0"S102B
1 FRAMING PLAN - LEVELS P2-P4
0 16 32
1.REFER TO ARCH PLANS FOR EXTERIOR ELEVATIONS AND FINISHES.
2.DOUBLE TEES AND INVERTED TEE SHALL HAVE SLEEVES AT THIRD POINTS FOR CONDUIT ANDSPRINKLER INSTALLATION.
3.THE SPOT ELEVATIONS PROVIDED ARE RELATIVE TO THE NOMINAL FINISHED FLOOR
ELEVATION ON EACH END OF THE PARKING DECK. REFER TO THE DECK SECTIONS FOR FLOORELEVATIONS.
4.CONCRETE CURBS AND ISLANDS ARE NOT SHOWN. ASSUME 4" CURB AROUND EACH STAIRAND ELEVATOR.
5.CAST-IN-PLACE WASH POURS NOT SHOWN ALONG PERIMETER, AT LITE WALL OR AS
REQUIRED TO CREATE INTERIOR DRAINAGE SLOPE INTENT.
6.ALL CONCRETE SHAFTS ARE DIMENSIONED FROM OUTSIDE FACE WALL.
NOTES:
A
9
8
7
B C D
6
5
4
3
2
1
62' - 0"62' - 0"62' - 0"21' - 0"24' - 0"36' - 0"30' - 0"30' - 0"36' - 0"24' - 0"16' - 0"217' - 0"186' - 0"
1
S300B
2
S300B
ELEV9' - 9" 9' - 6"0"18' - 3"ELEVELEV
19' - 3"
19' - 3"1' - 4"9' - 8"8' - 0"9' - 6"8' - 10"ELEV
5' - 3" 11' - 0"
17' - 10"2' - 3" 8' - 9"
19' - 3"
METAL PAN
STAIRS, TYPEOS5' - 10"LEGEND
RESIDENTIAL TOWER
AMENITY PLAZA
HOTEL TOWER
POOL
3' - 0 3/8"5' - 9 1/2"18' - 9"
-4' -0"
TYP
RESIDENTIAL TOWER
HOTEL TOWER
PARKING DECK
AMENITY PLAZA
POOL
= PRECAST CONCRETE COLUMN
= PRECAST CONCRETE WALL
1.
2.
LEGEND:
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOT FOR CONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designs
presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared.
Reuse of and improper reliance on this document without written
authorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S103B
PRECAST OPTION -
AMENITY LEVEL
FRAMING PLAN
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
SCALE: 1/16" = 1'-0"S103B
1 FRAMING PLAN - LEVEL 6
0 16 32
THE AMENITY LEVEL TRANSFER FRAMING IS NOT ILLUSTRATED HEREIN AND SHALL BE DESIGNED BY
PRECASTER TO TRANSFER GRAVITY AND LATERAL LOADS FOR STRUCTURES SUPPORTED AT THIS
ELEVATION.
1.
NOTES:
NOTE:
EXTERIOR SLABS ARE ANTICIPATED TO SLOPE FOR
DRAINAGE. SLOPE LINES OR FLOOR DRAINS ARE NOT
YET COORDINATED OR SHOWN HEREIN.
SCALE:S103B
2 COMPLETE STRUCTURE ISOMETRIC
ADDITIONAL PARKING LEVEL 12/21/172
LEVEL P1
0"
LEVEL P1
0"
LEVEL P2
17' - 0"
9
LEVEL P3
28' - 6"
LEVEL P4
38' - 10"
LEVEL P2.5
20' - 3"
LEVEL P3.5
31' - 9"
87654321
LEVEL 6
68' - 1"
LEVEL 6
68' - 1"
LEVEL P4.5
42' - 1"
SLAB-ON-GRADE
18" PRCST SHEARWALL
42" PRCST INVERTED
TEE GIRDER, TYP
30" PRCST DOUBLE
TEE, TYP
12" PRCST SHEARWALL
PRCST BARRIER WALL
10" PRCST NON-LOAD
BEARING SPANDREL,
TYP
12" CIP CONC WALL
42" PRCST INVERTED
TEE GIRDER, TYP
30" PRCST DOUBLE
TEE, TYP
12" PRCST SHEARWALL
18" PRCST SHEARWALL 14' - 6"11' - 6"10' - 4"11' - 6"20' - 3"17' - 9"11' - 6"10' - 4"11' - 6"17' - 0"TO/FDTN
-2' - 0"
TO/FDTN
-2' - 0"
PILE CAP AND PILES,
SEE FDTN PLAN
PARTY WALL 4' - 0"POOL SLAB,
FRAMING NOT
SHOWN
LEVEL 5 FRAMING
NOT SHOWN
GRADE BEAM, TYP
CIP RT/W
EXP JT AT SOG TO
ELEV STRUCTURE
TRANSITION
BARRIER WALL
LEVEL P5.5
53' - 7"
LEVEL P5
50' - 4"
LEVEL P6
50' - 4"
LEVEL P1
0"
LEVEL P1
0"
LEVEL P2
17' - 0"
9
LEVEL P3
28' - 6"
LEVEL P4
38' - 10"
LEVEL P2.5
20' - 3"
LEVEL P3.5
31' - 9"
87654321
LEVEL 6
68' - 1"
LEVEL 6
68' - 1"
LEVEL P4.5
42' - 1"
SLAB-ON-GRADE
18" PRCST SHEARWALL
42" PRCST INVERTED
TEE GIRDER, TYP
30" PRCST DOUBLE
TEE, TYP
12" PRCST SHEARWALL
10" PRCST NON-LOAD
BEARING SPANDREL,
TYP
12" CIP CONC WALL
42" PRCST INVERTED
TEE GIRDER, TYP
30" PRCST DOUBLE
TEE, TYP
12" PRCST SHEARWALL
18" PRCST SHEARWALL 14' - 6"11' - 6"10' - 4"11' - 6"20' - 3"TO/FDTN
-2' - 0"
PILE CAP AND PILES,
SEE FDTN PLAN17' - 9"11' - 6"10' - 4"11' - 6"17' - 0"TO/FDTN
-2' - 0"
FRAMING ABOVE NOT SHOWN
PARTY WALL
LEVEL 5 FRAMING
NOT SHOWN
GRADE BEAM, TYP
BARRIER WALL
LEVEL P5.5
53' - 7"
LEVEL P5
50' - 4"
LEVEL P6
50' - 4"
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOT FOR CONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600
421 FAYETTEVILLE STREET
RALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designs
presented herein, as an instrument of service, is intended only
for the specific purpose and client for which it was prepared.
Reuse of and improper reliance on this document without written
authorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S300B
STRUCTURAL SECTIONS
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
SCALE: 1/8" = 1'-0"S300B
1 STRUCTURAL SECTION BETWEEN CLL A & B LOOKING EAST
SCALE: 1/8" = 1'-0"S300B
2 STRUCTURAL SECTION BETWEEN CLL B & C LOOKING EAST
0 8 16
0 8 16
ADDITIONAL PARKING LEVEL 12/21/172
PARTY WALL
PILE MATFOUNDATION
HP 12x53, TYP
STAIR
ELEVATORS
STRIP FOOTING
PRCST CONC COL
STAIR
ELEVATORS
STAIR
PILE CAP, TYP
RETAINING WALLS
STAIR
PRCST LITE WALL
SHEARWALL
SHEARWALL
SHEARWALL
GRADE BEAM,TYP
PROJECT
DATEISSUED FORNUMBER
DATE
SHEET TITLE
PROJECT NO.
PLANNING CONSULTANT
STRUCTURAL ENGINEER
CIVIL ENGINEER / LANDSCAPE ARCHITECT
MECHANICAL / ELECTRICAL / PLUMBING ENGINEER
CLIENT
ACCOUSTICAL CONSULTANT
POOL CONSULTANT
B U I L T F O R M
A R C H I T E C T U R E 935 W Chestnut St., Ste # 520
Chicago, IL 60642
421 Fayetteville St., Suite 400. Raleigh, NC 27601
STEWART
300 W. Adams Street, Suite 420, Chicago, IL 60606
ADVANCE CONSULTING GROUP INTERNATIONAL
PO BOX 650, Durham, NC 27702
PRINCE CHARLES HOLDINGS, LLC
TBD
TBD
1. THIS DOCUMENT WITH THE ACCOMPANYING
DRAWINGS AND SPECIFICATIONS, DESCRIBES
THE GENERAL SCOPE OF THE PROJECT AND
DESIGN CONCEPT IN TERMS OF THE
ARCHITECTURAL, STRUCTURAL, MECHANICAL
AND ELECTRICAL SYSTEMS. THESE DOCUMENTS
DO NOT NECESSARILY INDICATE OR DESCRIBE
ALL OF THE WORK REQUIRED FOR THE FULL
PERFORMANCE AND COMPLETION OF THE
REQUIREMENTS OF THE CONTRACT.
2. ON THE BASIS OF THE SCOPE INDICATED OR
DESCRIBED, THE CONTRACTOR SHALL
DETERMINE AND INCLUDE IN HIS PROPOSALS
ALL ITEMS NECESSARY TO PROVIDE THE
PROPER EXECUTION AND COMPLETION OF THE
WORK.
SCOPE OF DOCUMENT
C 2017 BUILT FORM, LLC
A
B
C
D
E
F
G
H
2 13456789
J
421 Fayetteville St, Suite 600, Raleigh, NC 27601
KIMLEY-HORN
11035 Killian Park Road, Miami, FL 33156
J TATLOCK DESIGN LLC01/2"1"2"STAMP
1 DRAFT-NOTFORCONSTRUCTIONFAYETTEVILLE MIXED-USE DEVELOPMENT
500 Hay Street, Fayetteville, NC 28301
SUITE 600421 FAYETTEVILLE STREETRALEIGH, NC 27601
NC LICENSE #F-0102
PHONE: [phone]
FAX: [phone]
2017,C
This document, together with the concepts and designspresented herein, as an instrument of service, is intended onlyfor the specific purpose and client for which it was prepared.Reuse of and improper reliance on this document without writtenauthorization and adaptation by Kimley-Horn and Associates, Inc.
shall be without liability to Kimley-Horn and Associates, Inc.
S900B
FOUNDATION ISOMETRIC
013038000
10/31/17
ISSUE FOR PARKING DECK PRICING 10/31/17
S900B
1 FOUNDATION ISOMETRIC

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

FAYETTEVILLE MIXED-USE DEVELOPMENT – PARKING GARAGE
ISSUE FOR PRICING NARRATIVE
• The proposed parking structure is a 6-level (ground plus 4 elevated parking levels and a
Terrace level), precast concrete parking structure, containing approximately 498 total
parking spaces. The Terrace Level will serve as an open plaza space as well as a
transfer slab for the two buildings above.
• The parking structure plan dimensions are approximately 225’ x 186’. The residential
and hotel structures as well as open plaza space are generally situated within this
footprint above the 6th floor (Terrace Level).
• The parking structure is bound by the following:
o New minor-league baseball stadium to the north,
o Existing Amtrak station and railroad to the west (access easement),
o Hay Street to the south (public right of way),
o New plaza serving the baseball stadium to the east (public easement).
• Due to the property line on the north side of this parcel, towards the new stadium, the
northernmost column line has been recessed into the footprint of the parking garage in
an effort to allow the foundations to be more concentric on the column while not
extending beyond the property line. The framing on the northern side of each level
cantilevers out approximately 5’ to create the slab edge with the recessed column. The
columns are in the exterior plane of the structure along the other three elevations.
• The parking structure is a 3-bay structure utilizing long-span concrete construction with
center-to-center bay spacings of approximately 62’ in the long-span direction.
• At least 9 accessible spaces will be required if the total parking count remains below 500
spaces, 2 of these must be van accessible both with the access aisle as well as the
vertical headroom.
• There are approximately 25 reserved spaces and 12 spaces dedicated to Amtrak
proposed on the ground level and the remaining spaces are on the three elevated
parking levels directly above.
• The structure will use an express ramp between ground the second floor. The express
ramp has a transition slope at the beginning and end of the ramp. The express ramp will
be slab-on-grade supported by cast-in-place concrete retaining walls through
approximately half its length at which point it will transition to elevated framing.
• Between the typical levels, the western bay will ramp up to the north and the eastern two
bays will ramp up to the south. The western bay may ramp over a longer length in an
effort to facilitate having shorter ramps on the eastern bays which may allow for
additional flat bays to facilitate accessible pathways to the stair and elevator cores from
the parking areas on the north and south ends. The north and south end bays will be
sloping only for drainage purposes.
• The first-floor story height is anticipated to be higher than the typical levels to
accommodate the retail space as well as the overhead clearance at the loading dock in
the northwest corner. The second-floor story height is approximately 11’-4” to
accommodate van parking. The third and fourth floor story heights are approximately
10’-5” while the fifth-floor story height is approximately 14’-6” to maintain the typical
minimum clearance beneath the structure at each level. The structure supporting the
Terrace level is significantly deeper than the typical elevated floor due to the loads being
transferred, thus the increase story height at the top level.
• 7’-2” minimum vertical clear on all levels (7’-0” code minimum with 2” construction
tolerance) except where ADA Van spaces are located which requires 8’-4” minimum

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

clear (8’-2” code minimum with 2” construction tolerance) from the entrance to those
spaces.
• Access control equipment is anticipated at the main vehicular entry along Hay Street.
Nesting of user groups within the facility is not anticipated.
• Parking counts in the current design are based on the use of an 8’-6” wide x 18’-0” long
parking stall. This will require approval from the City as it is a reduction in size from the
published Design Standards.
• Three sides of the parking garage are anticipated to have enough openings to allow the
parking garage to be classified as an open structure. The north wall is anticipated to be a
firewall as the building abuts the lot line to the ballpark. The west wall is anticipated to be
open due to the 24’ wide easement towards the Amtrak station. The south wall is
anticipated to be open due to the public right of way in Hay Street. The east wall is
anticipated to be open due to the public right of way in the City plaza area.
• Dedicated electric vehicle charging stations/spaces may be incorporated on the first
elevated parking level during design development.
SCHEMATIC FRAMING OPTIONS
• Two framing options for the parking levels were reviewed during Schematic Design;
cast-in-place post-tensioned concrete and precast concrete. The Precast Concrete
option was selected as the preferred alternative.
• Precast Concrete
o This option will utilize conventional precast framing elements – double tees,
spandrel panels, L-beams, inverted-tee beams, lite walls, shearwalls and
columns – on the typical parking levels.
o The amenity level will be a combination of specialty deep beams, flat slabs, and
composite cast-in-place topping slabs.
o The stair and elevator cores, which are anticipated to be precast, are anticipated
to be utilized as the lateral force resisting system for the towers and parking
garage. Additional shearwalls and lite walls will also be used to supplement the
lateral resistance provided by the stair and elevator cores.
DESIGN LOADS AND SERVICEABILITY CRITERIA
Expected loads for the parking garage structural system and assumed loads for the residential
and hotel towers above are summarized below per the 2012 North Carolina Building Code:
STRUCTURE DEAD LOADS
• Parking Levels – Self-weight of concrete
• Amenity Level – Self-weight of concrete
• Hotel/Residential Levels – Assumed 65 psf (structural steel frame with 6¼” LWC on 3”
metal deck)
• Hotel/Residential Exterior Walls – Assumed 30 psf (metal stud wall and cladding)
SUPERIMPOSED DEAD LOADS
• Parking Levels – 5 psf
• Amenity Level – 50 psf + localized increases for items such as large planters
• Hotel/Residential Floors – Assumed 20 psf (stud walls, finishes and MEP)
• Hotel Roof – Assumed 20 psf (insulation, roofing and MEP)

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

• Residential Roof – Assumed 30 psf (insulation, roofing and MEP)
FLOOR AND ROOF LIVE LOADS
• Retail – 100 psf
• Mechanical – 150 psf
• Parking Levels – 40 psf (reducible, up to 20% for columns and foundations only)
• Amenity Level, First Level Hotel/Residential – 100 psf (reducible)
• Amenity Level Pool – 250 psf (assumed 4’ pool depth, unreducible)
• Hotel/Residential Floors and Upper Level Corridors – 40 psf (reducible)
• Stair and Elevator Lobbies – 100 psf (reducible)
• Hotel/Residential Roof – 20 psf (reducible)
SNOW LOADS
• Ground snow load – 10 psf
WIND LOADS
• Basic Wind Speed: 100 mph (3-second gust)
• Occupancy Category: II
• Exposure Category: B
• Building Enclosure: Enclosed

SEISMIC LOADS
• Ss = 0.291; S1 = 0.101
• Seismic Site Class: C
• Occupancy Category: II
• Seismic Design Category: B
SERVICEABILITY
The structural components of the parking structure will be designed for strength and also the
following serviceability requirements:
• Live Load: L/360
• Dead Load + Live Load (long-term): L/480
• Dead Load: L/600 (to prevent ponding)
• Wind Drift: H/600 (H = building height)
• Seismic Drift: 0.025h (h = story height)

The amenity level will be designed for strength and also the following serviceability
requirements:

• Live Load: L/360
• Superimposed Dead Load + Live Load (long-term and instantaneous): L/480
• Dead Load: L/600

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

The parking garage is designed for a 50-year design life. This is accomplished by considering
long-term durability at each level of design. Therefore, the following concrete criteria are
included as a minimum:
• Concrete cover requirements of IBC 2009, and ACI 318 will be followed considering all
above grade elements as exposed to weather.
• Durability requirements of the ACI Design Guide for the Design of Durable Parking
Structures (ACI 362). Requirements for a project located in central North Carolina will
be followed as a minimum standard.
• A maximum water-to-cementitious material ratio of 0.40 is required for all exposed
concrete.
• Air entrained concrete shall be used for all concrete above grade except vertical elements
such as walls and columns for added freeze / thaw protection.
• Use a minimum of 10 percent fly-ash in the cementitious material for added durability and
sustainability.
• Concrete will be wet-cured, providing proper density and durability.
• Use concrete admixtures, such as corrosion inhibitors, to enhance durability.
• Floor slopes will be a minimum of 1.25% to facilitate drainage, measured from the high
point to the drain.
•
SUSTAINABILITY
At this time, no ParkSmart or LEED Certifications are being pursued.
DIVISION 01 – GENERAL REQUIREMENTS
TESTING AND INSPECTIONS
• Materials testing and special inspections will be required for earthwork, pile installation,
concrete placement, precast concrete erection (if utilized), and steel erection. These
services will be paid for by the Owner and the Contractor shall coordinate with the Owner’s
representatives to allow the services to be completed.
TEMPORARY FACILITIES AND UTILITIES
• Temporary facilities and utilities shall be provided by the Contractor.
DIVISION 03 - CONCRETE
CAST-IN-PLACE CONCRETE
• Footings, pile cap, retaining walls, and slab on grade: 4000 psi.
• Core/Shaft Walls (if cast-in-place): 12” thickness, 5000 – 7000 psi minimum
• All elevated concrete flatwork for parking garage:
o 6% air entrainment
o 2-3 gal/cy corrosion-inhibiting admixture, to achieve 50-yr design life
o Wet-cured
• Medium broom finish on driving and walking surfaces to provide a non-slip surface
throughout.
• Class B interior finish on formed surfaces

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

• Reinforcing requirements:
o Rebar: ASTM A615, Grade 60 typical. ASTM A706 Grade 60 if welding required.
o Welded Wire Fabric used in slab on grade construction: ASTM A185
• Retaining walls will be required around the express ramp. No significant site walls are
anticipated.
o Retaining wall will be pile supported to eliminate differential settlement at joint in
express ramp.
o Retaining wall will have foundation drain encased in free-draining stone and
wrapped in filter fabric connected to storm system to eliminate hydrostatic pressure
behind walls.
• Foundations:
o Refer to Division 31 for pile foundations
o Pile cap at each column location
o Mat foundation beneath each stair and elevator shaft as well as below shear
walls
o Grade beams will be used as drag struts to distribute lateral loads to multiple pile
caps from the mat foundations
o Strip footings along perimeter will be pile-supported to support the weight of the
masonry piers.
• Slab-on-grade:
o 5” thick for parking and retail
o 6” thick in loading dock
o WWF reinforcement with deformed bars at edges and joints
o Saw-cut control joints at 15’ on center, max
o 4” of #57 stone base on top of compacted subgrade
o 10-mil vapor barrier beneath occupied/conditioned areas
o Thickened edges along perimeter
o Isolation joints at all columns
ALLOWANCES
o 500 linear feet of epoxy injection for repair of concrete cracks
o 5,000 lbs of reinforcement for use at engineer’s discretion
PRECAST CONCRETE
• Precast components anticipated to be at a minimum are as follows (to be confirmed by
precast manufacturer):
o Double Tees: 12’ wide x 30” deep
o Spandrels: 8”-10” thick
o Inverted Tees: 24”/42” x 36”
o Columns: 24”
o Lite Walls: 10” thick
o Shearwalls: 12” thick
o Amenity level flat slabs and composite CIP topping slab: 12” thick
• Double tees, inverted tees, flat slabs, and wash pours on the parking levels to include
corrosion inhibitor admixture; 2-3 gal/cy, to achieve 50-yr design life.
• Precast beams and tees on interior shall have sleeve openings at 1/3 points for conduit
installation.
• Precast connections shall all be galvanized, except for double tee flange-to-flange
connections which shall be stainless steel.
• Double tees shall be field-topped above all rooms and occupied spaces to eliminate the
wide joint between flanges and allow application of traffic coating.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

• Precast Specialty Structural Engineer shall be responsible for global stability and lateral
loads, individual component design for gravity and lateral loads, connection design and
design and detailing of chord and collector reinforcing steel.
• With the precast concrete framing system option, all of the cast-in-place concrete work
at and below grade (slab-on-grade, retaining walls, foundations, grade beams and piles)
will follow the specifications outlined above.
DIVISION 04: MASONRY
UNIT MASONRY
Wall types shall be as follows:
• Exterior Walls at Parking Garage, Ground Floor, BRK-1:
o 8 inch reinforced CMU backup with clay face brick veneer
o Brick: Utility size.
o Air barrier coating applied on backup wythe, see Division 07
o Rigid mineral fiberboard insulation, see Division 07
o Cavity drainage material, weep vents and flashing
• Exterior Walls at Parking Garage, Upper Floors, BRK-2:
o 8 inch reinforced CMU backup with clay face brick veneer
o Brick: utility size.
o Air barrier coating applied on backup wythe, see Division 07
o Cavity drainage material, weep vents and flashing
• Interior Masonry Walls (where exposed to vehicular traffic and not cast-in-place
concrete):
o 8 inch reinforced single-wythe CMU walls
• Exterior Party Walls (North Elevation, Adjacent to Baseball Stadium):
o 8 inch reinforced single-wythe CMU walls
o Direct-applied exterior finish system (DEFS): Textured stucco finish over base
coat, reinforcing mesh and tinted primer.
All CMU shall be non-load bearing and shall be constructed as follows:
• Units conforming to ASTM C90. Light-weight units shall be used on elevated slabs.
• Minimum compressive strength of masonry assemblage of 1500 psi.
• Type S mortar, conforming to ASTM C270.
• Minimum compressive strength of grout = 3,000 psi, conforming to ASTM C476.
DIVISION 05: STEEL
MISC STEEL
• Use galvanized and/or stainless steel for connections and exposed metals as noted
elsewhere. Avoid combinations of dissimilar metals in any connection, joint, or member.
• Provide structural members required by the elevator, including hoist beam, lifeline frame,
counterweight guides, pit ladder and sump grate. Fabrications to be hot-dip galvanized.
• Misc steel as required for façade support, misc steel, bollards and vehicular guards for
piping:
o Structural steel W-shapes shall conform to ASTM A-992, finish galvanized.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

o Structural steel channels and angles shall conform to ASTM A-36, finish
galvanized.
o Structural steel cold-formed hollow tubes shall conform to ASTM A-500, Grade B,
finish galvanized.
o Structural steel pipe shall conform to ASTM A53, Grade B, finish galvanized.
o Misc plate shall conform to ASTM A36, finish galvanized.
o Structural bolts, nuts, and washers shall conform to ASTM A-325, finish
galvanized.
o Structural welds shall be E70XX and comply with AWS D1 documents for welding
procedure specifications, tolerances, appearances, and quality of welds.
STAIRS
• Interior Stair Construction:
o Steel framing with steel pan, concrete-filled treads
o Steel tube railings with picket infill, painted.
EXTERIOR FACADE
• Metal Mesh Wall Panels, MF-1:
o Woven wire fabric parking façade system
o Basis of Design is GKD Metal Fabrics, WIB Series hooks and eyebolts with Helix
24 fabric.
BARRIER CABLE / PIPE PROTECTION
• Barrier cable (11 cables) along interior ramp on both sides of CLL-B
o Barrier cable will be ½” diameter 250 ksi galvanized prestressed concrete strand,
and provided along interior ramp split at a vertical spacing of 4 inches max. Zinc
coating shall conform to ASTM A-475, Class A. Barrier cable shall be designed to
resist a vehicular impact load of 6 kips (resisted by 3 strands) applied up to a height
of 18 and 27 inches (non-concurrent). Intermediate supports may be required to
limit barrier cable spans to a maximum of 18’.
• Fabricated steel vehicular guards for piping where adjacent to parking stalls
DIVISION 07: THERMAL & MOISTURE
TRAFFIC COATING
Traffic bearing membranes (traffic coatings) will be applied to concrete surfaces directly over
any rooms or occupied space and shall conform to ASTM C-957. Membranes will be
specifically applicable to vehicular and pedestrian traffic, have a minimum of 60 dry mils, and
provide a slip resistive surface. Membranes will also extend a minimum of 2-ft past the extents
of the room footprint. In addition, all vertical terminations will be a minimum of 6-inches up the
wall or curb surface.
A 5-year warranty is required for all traffic coatings.
Basis of Design Product: LymTal International, Inc.; Iso-Flex 760U-HL Low Odor.
WATER REPELLENTS
Penetrating silane sealer will be an add alternate for all “horizontal” elevated parking surfaces
(including vehicular ramps) in the parking deck. The penetrating silane sealer shall be a

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

minimum of 100% solids with 400-g/L or less VOCs and not result in any film on the concrete
surfaces.
Basis of Design: 5-year warranty is required for all penetrating sealers.
JOINT SEALANTS
Traffic grade polyurethane joint sealant will be provided at each double tee joint (for precast
framing Option B), concrete control, and construction joint within the garage. A 10-year warranty
is required for all joint sealants.
Basis of Design Product: Iso-flex 880GB; LymTal International or a multi-component pourable
urethane sealant.
Furnish/install all exterior pavement and sidewalk joint sealants, concrete construction joints, and
all interior and exterior caulking or sealants required between dissimilar and similar type materials
as indicated. Provide all back-up fillers and primers required. Generally, two-part silicone
sealants are used on exterior and acrylic type on interior.
EXPANSION JOINTS
An expansion joint shall be provided between concrete slab-on-grade and the structural framing
system. Total structural movement of these elements, including at a minimum thermal
movements, shrinkage, elastic shortening and creep, shall be utilized in sizing the joint openings.
Basis of Design Product: MM Systems EBS-250.
AMENITY-LEVEL PLAZA:
Hot fluid-applied rubberized asphalt roofing membrane system with SBS-modified bitumen
flashing under Type VII extruded-polystyrene board insulation under pedestals and 24-inch by
24-inch by 2-inch thick concrete roof plaza pavers.
BELOW GRADE WATERPROOFING
Bituthene 3000 by Grace Construction Products should be used for basis of design – self-
adhesive, rubberized asphalt / polyethylene waterproofing with primer, reinforcement at
foundations with Hydroduct 220 drainage system by Grace Construction Products.
EXTERIOR WALL CONSTRUCTION
• Air Barrier:
o Fluid-applied, 40 mil minimum dry film thickness, vapor-retarding.
• Insulation:
o Exterior Wall Insulation: Mineral-wool board, unfaced, Minimum total R-9.5
o Blanket Insulation: For filling miscellaneous voids, mineral-wool blanket
insulation.
o Insulation at underside of roof slab, below future occupied space: self-supported
spray-applied cellulosic insulation, Minimum R-10.
• Exterior Insulation and Finish System, EIFS
o Drainage System:
o EIFS finish over 2 inches expanded polystyrene insulation board adhesively
attached to glass-mat-faced gypsum sheathing with fluid-applied air barrier
o Cold-formed metal framing
• Exterior Insulation and Finish System, ALT-EIFS

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

o Drainage System:
o Dryvit Custom Brick finish system over 1 inch thick expanded polystyrene
insulation board adhesively attached to glass-mat-faced gypsum sheathing with
fluid-applied air barrier
o Cold-formed metal framing
• Metal Wall Panels, AP-1:
o Aluminum-faced metal composite material with fire retardant cores, two-coat
fluoropolymer finish.
o Extruded aluminum attachment assembly
o Rainscreen system application.
• Sheet Metal Flashing and Trim: .040-inch-thick aluminum sheet, coil coated with two-
coat fluoropolymer finish.
DIVISION 08: OPENINGS
HOLLOW METAL DOORS AND FRAMES
• Galvanized, factory-primed, field painted.
• Fire rated at stair entries.
OVERHEAD DOORS
• Insulated, motor-operated steel-faced, coiling doors, at loading dock
• Powder coat finish.
STOREFRONT ASSEMBLIES, SF-1
• Thermally broken aluminum storefront glazing system at exterior glazed openings, with
insulating clear glass.
• Medium-stile aluminum doors with insulating clear glass
• Two-coat fluoropolymer finish.
CHANNEL GLASS STOREFRONT, GL-2
• Linear translucent channel glass cast units with extruded aluminum framing system.
• Basis of Design: Bendheim Frame System SF60 with Lamberts LINIT fully tempered
channel glass.
DOOR HARDWARE
• ANSI/BHMA A156 Series, Grade 1.
GLASS
• Insulating Glass: Clear glass, sputter low-E coating on #2 surface, two minimum 6 mm
lites with 1/2 inch air space.
• Comply with North Carolina Energy Code
DIVISION 09 – FINISHES
PAVEMENT MARKINGS
Two coats of a traffic and zone marking paint shall be used for all parking stall striping and
pavement markings. Glass beads shall be used in arrows and stop bars. Beads shall be
applied to the striping immediately after the striping paint has been laid down. A one year
warranty shall be provided for all striping and pavement markings.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

Thermoplastic pavement markings for stop bars and arrows are not allowed on elevated concrete
surfaces.
GYPSUM BOARD PARTITIONS
• 5/8 inch type X gypsum board over light gauge metal framing system.
• Provide acoustical blankets.
TILE FLOORING
• Porcelain tile flooring in elevator lobbies.
INTERIOR PAINTING
• CMU: Acrylic latex enamel over latex block filler
• Concrete: Acrylic latex enamel over latex primer.
• Gypsum Board: Acrylic latex enamel over latex primer.
• Metal Doors and Frames: Water based acrylic-alkyd over water based epoxy primer.
• Handrails: Two-component precatalyzed water based epoxy over water based epoxy
primer.
DIVISION 10 - SPECIALTIES
SIGNAGE:
• All signs provided for wayfinding and direction within the parking garage will be 0.08 inch
aluminum plate metal signage with retro-reflective sheet applied lettering.
• Post installed aluminum frames shall be used for all overhead mounted signs.
o Column and beam mounted signage shall be anchored to the structure with Hilti HIT
anchors, or equivalent.
o All overhead signage shall be mounted to the double tee flanges with the aluminum
frames. (Direct connection to the double tee stems is not allowed.)
• Headache bars shall consist of black, 8 inch diameter PVC pipe hanging from stainless
steel chains and capped on each end to prevent debris buildup.
• Code required interior stair signage, room identification signage, fire department signs,
and elevator signage will be acrylic panels with raised letters and Braille copy.
FIRE EXTINGUISHERS
Fire extinguishers within metal cabinets will be provided at each parking garage level, one per
stair/elevator tower. Fire extinguisher cabinets shall be stainless steel surface-mounted types.
DIVISION 11 - EQUIPMENT
PARKING EQUIPMENT
It is anticipated that the users of this facility will be residents of the residential tower, guests of
the hotel tower, and hourly public users.
There will be on-grade parking accessed from the service drive on the western side of the site.
No access controls are anticipated for the parking on grade. It is anticipated that parking in
these areas will be controlled through signage, permitting and enforcement.
Access to the elevated parking levels will be along Hay Street. Access and revenue controls are
anticipated to be located in the drive aisle immediately after turning off of Hay Street, but under

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

the footprint of the elevated structure above. There will be one entrance lane and one exit lane.
The entrance lane will contain one AVI card reader (for residents) and a ticket dispenser (for
hotel guests and public users). The exit lane will contain one AVI card reader (for residents) and
an exit verifier. The exit verifier equipment will process paid or validated tickets and allow
patrons to pay with a credit card in-lane.
One pay-on-foot station accepting credit cards will be provided on ground level along the
pedestrian pathways to the vertical circulation to facilitate faster exiting from public events. No
attendant or cashier booths will be provided.
DIVISION 12 – FURNISHINGS
BOLLARDS / PIPE PROTECTION:
• Metal traffic bollards will be provided, as necessary, to ensure proper pedestrian
protection.
o Bollards shall be 6” diameter galvanized steel, filled with concrete, and painted
yellow.
• All pipes (standpipes, risers, water, etc.), where exposed to vehicular impact, will be
protected with metal pipe guards.
o Pipe protection is provided by bent steel plates and anchored to concrete
columns or walls with post-installed anchors.
DIVISION 14 – CONVEYING EQUIPMENT
ELEVATORS
• Elevators R1 and R2: Machine-Room-less traction elevators, 2,500 lb capacity, 350 fpm.
o Operation system: Group automatic.
o Standby power operation.
o Interior finishes:
§ Walls and Ceiling: #4 stainless steel
§ Doors and frames: #4 stainless steel
§ Floors: prep for porcelain tile.
o Hoistway finishes:
§ Doors and Frames: #4 stainless steel
• Elevators R3: Machine-Room-less traction Service elevators, 4,500 lb capacity, 350 fpm.
o Operation system: Simplex.
o Standby power operation.
o Interior finishes:
§ Walls and Ceiling: #4 stainless steel.
§ Doors and frames: #4 stainless steel.
§ Floors: prep for porcelain tile.
o Hoistway finishes:
§ Doors and Frames: #4 stainless steel.
• Elevators H1 and H2: Machine-Room-less traction elevators, 3,500 lb capacity, 350 fpm.
o Operation system: Group automatic.
o Standby power operation.
o Interior finishes:
§ Walls and Ceiling: #4 stainless steel.
§ Doors and frames: #4 stainless steel.
§ Floors: prep for porcelain tile.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

o Hoistway finishes:
§ Doors and Frames: #4 stainless steel.
DIVISION 21 – FIRE SUPPRESSION
FIRE PROTECTION SYSTEM CLASSIFICATION
• The water supply to the garage building will be provided by a combination fire/domestic
water service connected to the municipal water main. The fire protection water service
will be protected by a double detector check valve assembly inside the garage building
basement water meter room.
• The fire supply main will feed the dry pipe valves for each garage level zone.
• The open parking garage is to be provided with a dry type automatic sprinkler system,
with separate dry systems for each of the garage levels.
• The parking garage, storage, and mechanical spaces will be designed to provide 0.15
gallons per sq. ft. for the most hydraulically remote 1,500 sq. ft. plus 250 GPM for hose
streams.
• Minimum density for dry pipe sprinkler systems shall be per wet-pipe sprinkler density
with 30% larger area of application
STANDPIPES
• Standpipes with fire hose valve shall be provided in each stairwell landing so that all
areas can be reached with 100 feet of hose, with 30 feet of spray.

DIVISION 22 – PLUMBING
DOMESTIC COLD WATER
• Provide wall hydrants in a locked box with code required testable double check valve
backflow preventers (minimum two (2) per floor of parking or at every 100 feet).
SANITARY SEWER
• Provide area floor drains at all levels of parking garage.
• Provide minimum one (1) floor drain in each mechanical room.
• Furnish 50 gpm elevator pit pumps at the lowest elevator pit with discharge piping, and
pipe discharge indirect to a remote sanitary hub drain.
STORM SEWER
• Provide roof drains at all flat roofs or (as noted on architect’s drawings), with interior
drainage system, downspouts, and gravity storm piping connected to the exterior storm
system as required and sized per code and for a complete operable storm water system.
• Roof drain and building storm drain sizing shall be based on a 4" per hour rainfall.
• Collect roof drains and route to downspouts.
• Furnish and install deck drains and connect to interior storm drainage system.
o Area drains will be cast iron traffic rated construction. All piping will be cast iron
Schedule 40 hub less piping with extra-heavy-duty no-hub clamps. Area drains will
be located at all levels of the structure.
• Provide a perimeter subsoil drainage system of basement garage level below grade,
complete with drain tile and filter fabric, cleanouts, within the pea gravel drainage course
provided by the general contractor and a cast iron or approved settling basin.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

• All area drains shall be hard piped into the settling basin and not tied into the drain tile
system.
DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING
VENTILATION
Because the garage is considered open and naturally ventilated, mechanical ventilation will not
be needed. Refer to the Architectural building elevations for additional information. Should the
Architect state that the garage wall openings do not meet the minimum area needed for natural
ventilation, a mechanical ventilation system will be needed for the garage.
ELEVATOR MACHINE ROOM
The Elevator Machine Room shall be provided with a ductless split system heat pump unit to
maintain the temperature range for the elevator equipment.
DIVISION 26 – ELECTRICAL
DISTRIBUTION SYSTEM
• Electric utility service shall be rated for 3000A, 120/208V Volt, 3 Phase, 4 Wire. (For
parking garage, retail and building common spaces)
• The utility transformer will be located outside the building. Refer to civil plans for high
voltage switchgear location and pad mounted transformer.
• Building electrical distribution equipment shall be metered for all loads in accordance
with local electric utility company standards.
• Provide electrical weatherproof receptacles at each stair/elevator tower, minimum two
locations per floor.
• Conduit shall not be placed within expansion joints.
DISTRIBUTION
• Distribution at 208/120 volts, 3 phase, 4 wire will provide power to mechanical
equipment and all required major loads in the building.
• The building will be provided with a main electrical room strategically located to provide
an efficient and economical distribution of wiring systems throughout the building.
EMERGENCY POWER/GENERATOR
• A complete emergency distribution system will be provided for the building. The system
will include exit signs, and emergency served from building emergency generator.
GROUNDING
• System and equipment grounding shall be provided. All motor starters, panelboards,
wiring systems, etc. will be effectively grounded. Extend ground conductor from
grounding riser to service equipment in each floor electrical closets.
RACEWAYS/WIRING/WIRING DEVICES
• Service shall be provided to all elevators, electrically operated doors, drinking fountains,
trash compactors, etc., including furnishing of all electrically associated devices such as
disconnect switches, lock-out switches, etc.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

LIGHTING
• Provide lighting levels to meet or exceed minimum IES standards. Provide photometrics
to match the typical garage lighting levels shown below:

• Provide LED fixtures with a programmable lighting control system with occupancy
sensors, daylighting sensors and photocells for the parking lot lighting. Standard
occupancy sensor(s) will control enclosed rooms.
• Provide LED lighting systems in all interior and exterior areas of the building including:
parking garage, parking garage entrances, elevator lobby, entrance lobby, electrical,
telephone, mechanical room, service areas, corridors, stairways, storage rooms, elevator
pits, exit signs, etc. Lighting system shall be complete with LED fixtures, drivers, lamps
and accessories and branch circuits.
FIRE ALARM
• The building shall be equipped with a comprehensive fire alarm/life safety system that will
handle all developments in the site including residential building and retail spaces. The
system shall be designed to satisfy all applicable codes and standards.
• The equipment shall employ distributed multiplexed microprocessor based technology
with individual analog addressable detection and addressable notification devices.
• The building fire alarm system shall be a distributed solid state microprocessor based,
addressable system which shall consist of:
o Fire detection, complete with ceiling mounted analog addressable photoelectric
type smoke detectors, duct mounted products of combustion type smoke
detectors, thermal detectors and manual pull stations where required by local
authority.
o Fire protection system water flow detection and valve position indication.
o Voice communication speakers/visual strobes to provide audible and visual
notification throughout the building.
o Stairwell door unlocking system.
o 2-way communication system shall be provided in areas to be determined part of
this development.

Fayetteville Mixed-Use Development – Parking Garage Precast, 5-level Update – December 27, 2017

LIGHTNING PROTECTION
• A complete lightning protection system will be provided for the buildings.
DIVISION 27 – COMMUNICATIONS
Additional telecommunications and emergency blue light phone requirements will be
coordinated with the Owner as part of the design development.
• Extend conduit from the property line to the telephone room. Conduits, pull boxes, outlet
boxes, telephone terminal boards, etc. shall be provided for the communications systems
in accordance with the utility company standards and/or requirements.
• Public addressable system shall be provided for all common spaces.
DIVISION 28 – SECURITY
Power and conduit infrastructure will be provided to support security systems for the parking
garage.
Final security requirements will be provided by the Owner in future design phases and is likely
to include the following: fixed digital cameras at each level at each stair and elevator lobby, fixed
digital cameras at each vehicular entry and exit lane, emergency call stations at each level at
each stair, digital video recorder, computer server, and all required design, installation, and
conduit/cabling. It is assumed the Owner desires digital recording and not full-time monitoring.
It is unknown where the security system will connect at this point. The system is likely not to
include card access controls at doors for pedestrians. Also, the parking access and revenue
control system is being provided under separate heading.
DIVISION 31 - EARTHWORK
FOUNDATIONS:
• Basis-of-Design: Steel H-piles, HP12x53 (from F&R report dated 9/18/17)
o 60’ approximate length
o 120k allowable axial compression load
o Refer to foundation plan for pile count
• Alternative: Auger-cast piles (from F&R report dated 9/18/17):
o 16” diameter
o 50’ approximate length
o 120k allowable axial compression load
o Due to larger pile diameter, the pile caps would be anticipated to be
approximately 60% larger in plan view (area) to maintain 3D pile spacing

Exhibit B
Form of AIA G702-1992

Exhibit C
Form of AIA 102-2017