HomeMy WebLinkAboutRes 2014-40RESOLUTION NO.2014-40
A RESOLUTION OF THE MAYOR AND COUNCIL OF THE TOWN OF FOUNTAIN
HILLS,ARIZONA,APPROVING A DEVELOPMENT AGREEMENT BETWEEN THE
TOWN AND TRACTOR SUPPLY COMPANY.
BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF
FOUNTAIN HILLS as follows:
SECTION 1. The Development Agreement between the Town of Fountain Hills and
Tractor Supply Company is hereby approved in substantially the form and substance attached
hereto as Exhibit A and incorporated herein by reference.
SECTION 2.The Mayor,the Town Manager,the Town Clerk and the Town Attorney
are hereby authorized and directed to execute all documents and take all steps necessary to carry
out the purpose and intent of this Resolution.
PASSED AND ADOPTED by the Mayor and Council of the Town of Fountain Hills,
September 18,2014.
FOR THE TOWN OF FOUNTAIN HILLS:ATTESTED TO:
Bevelyn J.Bft!nder^Town Clerk
REVIEWED BY:APPROVED AS TO FORM:
Kenneth W.Buchanan,Town Manager Andrew J.McGuire,Town Attorney
2220739.
2220739.1
EXHIBIT A
TO
RESOLUTION NO.2014-40
[Development Agreement]
See following pages.
WHEN RECORDED RETURN TO:
Town of Fountain Hills
Attn:Town Clerk
16705 East Avenue of the Fountains
Fountain Hills,Arizona 85268
DEVELOPMENT AGREEMENT
THIS DEVELOPMENT AGREEMENT (this "Agreement")is entered into September
18,2014,(the "Effective Date")by and between the TOWN OF FOUNTAIN HILLS,an Arizona
municipal corporation (the "Town")and FOUNTAIN HILLS DEVELOPMENT GROUP, LLC,
a North Carolina limited liability company (the "Developer").The Town and Developer are
sometimes referred to herein collectively as the "Parties,"or individually as a "Party."
RECITALS
A.Developer has a real estate purchase contract for the acquisition of approximately
4.02 acres of real property located at the southeast corner of Shea Boulevard and Monterey
Drive,Fountain Hills,Arizona,as more particularly described and depicted in Appendix A of the
"Project Narrative Report for TSC Fountain Hills,"date stamped July 28, 2014, by Nicholas E.
Brown (the "Project Narrative"),which is attached hereto as Exhibit A and incorporated herein
by this reference (the "Property").
B. It is the Developer's intention to develop the Property as a retail store offering
products for home improvement;agriculture;lawn and garden; clothing; and livestock, equine
and pet care (the "Project").
C. The Town has determined that encouraging the development of the Property
pursuant to this Agreement will result in significant economic and other public purpose benefits
to the Town and its residents by, among other things (i) the construction of public improvements,
(ii) the development of the Property in a manner consistent with the Town's General Plan, (iii)
an increase in sales tax revenues to the Town arising from or relating to the development of the
Property and (iv) the creation of new jobs and otherwise enhancing the economic welfare of the
residents of the Town.
D.The Parties understand and acknowledge that the Town seeks assurances from the
Developer that the Developer will complete the acquisition of the Property and thereafter
develop the Project on the Property in accordance with the "Plan of Development" (defined in
Section 3.1 below),including the Project Narrative.
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E. The Parties understand and acknowledge that this Agreement is a "Development
Agreement"within the meaning of and entered into pursuant to the terms of Ariz.Rev.Stat.§
9-500.05, in orderto facilitate the proper development of the Property by providing for,among
otherthings (i) conditions, terms, restrictionsand requirements forthe Property by the Town, (ii)
the permitted uses for the Property, (iii) the density and intensity of such uses and (iv) other
matters relatedto the development of the Property. The terms of this Agreement shall constitute
covenants running with the Property as more fully described in this Agreement.
AGREEMENT
NOW,THEREFORE,in consideration of the foregoing recitals, which are incorporated
herein by reference, the following mutual covenants and conditions,and other good and valuable
consideration,the receipt and sufficiency of which are hereby acknowledged,the Town and the
Developer hereby agree as follows:
1. Incorporation of Recitals.The foregoing recitals are true and correct and
incorporatedby this reference as if fully set forth herein.
2.Term and Effective Date.The Developer,its successors and assigns, shall have
the right to implement development on the Property in accordance with this Agreement for a
period of five years from the date this Agreement is approved by the Mayor and Town Council
of the Town (the "Town Council"),at which time this Agreement shall automatically terminate
as to the Property without the necessity of any notice,agreement or recording by or between the
Parties (the "Term");provided,provisions of this Agreement that specifically survive the
termination of this Agreement shall remain in full force and effect,subject only to the
termination provisions herein specifically related thereto.This Agreement shall become
effective only upon approval by the Town Council.
3.Development Standards.
3.1 Plan of Development.The various exhibits attached hereto and this
Agreement collectively constitute a "Plan of Development"which includes modifications to the
Town of Fountain Hills Subdivision Ordinance (the "Subdivision Ordinance")and the Town of
Fountain Hills Zoning Ordinance (the "Zoning Ordinance"). It is the intent ofthe Partiesthat the
Project be constructed in accordance with the Subdivision Ordinance and the Zoning Ordinance
as amended by the terms of this Agreement.This Agreement is limited in scope in that its sole
purpose is to allow for the limited set of modifications to the Subdivision Ordinance and Zoning
Ordinance set forth herein.
3.2 Further Council Approval.The Parties hereby agree and understand that,
subsequent to the execution of this Agreement,and based upon the Town's review and due
consideration, including without limitation, the conduct of the requisite public hearings, the
Town Council shall consider approval of a final site plan for the Property that includes the
deviations from the Subdivision Ordinance and Zoning Ordinance permitted herein.
2216542.5
4.Deviations from Subdivision Ordinance and Zoning Ordinance.
4.1 Hillside Disturbance. The Parties agreethat the areas with slopes between
10%-20%and 20%-30%shown as "previously disturbed"on Exhibit B.attached hereto and
incorporated herein by reference, are exempt under Subsection 5.04(B)(1)(a)of the Subdivision
Ordinance as,such areas were disturbed in relation to construction of Shea Boulevard and
Monterey Drive.
4.2 Parking.The Parking Ratios required in Zoning Ordnance Subsection
7.04(G) aremodified to allow parkingat the following ratios:Retail (17,709 sf)@ 1 space/300
sf = 59 spaces;Outdoor Display & Stockroom (23,761 sf) @ 1 space/900 sf = 27 spaces;Total
minimum parking requirement of 86 spaces.
4.3 Special Use Permit. A Special Use Permit according to Zoning Ordinance
Subsections 12.05(C) and 12.07(A)is hereby granted for Permanent Outdoor Display Areas as
depicted on the Display Area Exhibit included in Appendix B of the Project Narrative (Exhibit A
to this Agreement).
4.4 Drainage. The Drainage Detention Requirements of the Zoning Ordinance
Section 3.08 and Town Code Section 14-7 are modified to require that the Property provide a
minimum detention volume of 8,000 cubic feet and be developed in accordance with the
Preliminary Grading and Drainage Planattached hereto as Exhibit C and the Drainage Report for
TSC Fountain Hills attached hereto as Exhibit D,each of which are incorporated herein by
reference.
5.Developer's Obligations.Developer shall perform all of its duties as set forth in
this Agreement.Developer's failure to timely perform its obligations as set forth below shall
constitute a breach of this Agreement and shall cause the immediate termination of this
Agreement upon expiration of the applicable cure period without further action by the Town
Council.
5.1 Zoning Adherence and Performance.Developer agrees to develop the
Project in accordance with the C-2 zoning district as modified by this Agreement.
5.2 Acquisition of the Property.Developer agrees to complete the acquisition
of the Property (close escrow and confirm ownership)for development of the Project not later
than six months after the Effective Date.
5.3 Construction Documents.Developer shall prepare and submit to the
Town for the Town's review and approval,the construction documents for the Project in
accordance with all of the Town's requirements.
5.4 Construction on Property.Developer shall submit complete construction
documents for the Project, receive building permits for vertical construction on the Property
according to such construction documents,and commence construction on the Property of such
vertical components of the Project not later than 18 months after the Effective Date. For the
2216542.5
purposes of this Subsection, (A) "vertical construction" shall mean construction of exterior walls
of the retail buildings on the Property and shall also include adjacent horizontal hardscape,
surface stabilization and all related activities and (B)"commence construction"shall mean the
mobilization of sufficient construction resources to the Property to complete the Project
according to the Town's requirements.
5.5 Building Permits.Developer shall secure all grading,building and
construction permits that may be required by the Town and any other governmental agency prior
to starting any site gradingor construction activities on the Property.
5.6 Developer Infrastructure Improvements.Developer shall design, construct
and dedicate to the Town public sidewalks and landscaping of the public right of way associated
with the Project (the "Infrastructure Improvements"). The Town will review and approve the
Infrastructure Improvements needs as part of its approval of the construction documents.
5.7 Infrastructure Assurance.Prior to the commencement of construction of
any Infrastructure Improvements, the Developer shall provide appropriate assurances in such
form and amount as required by the Town Engineer to assure that the installation of
Infrastructure Improvements within the Property or other Infrastructure Improvements directly
related to such building permit or permits will be completed (the "InfrastructureAssurance").
5.8 Dedication and Acceptance.Upon completion by Developer of any public
Infrastructure Improvements, the Developer shall promptly (A)notify the Town in writing of the
presumptivecompletion of such Infrastructure Improvements and(B) dedicateto the Town, atno
cost to the Town,such Infrastructure Improvements free and clear of all liens and encumbrances
and in accordancewith Town standardsapplicable to such dedication and acceptance. So long as
such Infrastructure Improvements areconstructed in accordance with Town standards,asverified
by the inspection of the completed Infrastructure Improvements by the Town Engineer,all punch
list items have been completed and the Infrastructure Improvements are free of any liens and
encumbrances, the Town shall accept the Infrastructure Improvements. The Town shall notify
the Developer,in writing,of the Town's acceptance of the Infrastructure Improvements.
Acceptance of any Infrastructure Improvement is expressly conditioned upon Developer
providing a warranty forsuch Infrastructure Improvementconsistentwith Town standards andas
provided in Section 5.9 below. After acceptance of any Infrastructure Improvements,the Town
thereafter shall maintain,repair and operate such Infrastructure Improvements at its own cost,
which obligation shall survive any termination of this Agreement.Developer,at no cost to
Town, shalldedicate,convey orobtain, as applicableall rights-of-way, rights of entry, easements
and/or other use rights,wherever located,as useful or necessary for the operation and
maintenance of the Infrastructure Improvements as requiredby the Town.
5.9 Warranty.Developer or its assignee shall give to the Town a one-year
warranty for all Infrastructure Improvements or other such warranty as required by the Town
Engineer,which warranty shall begin on the date that the Town accepts the Infrastructure
Improvements as provided inthis Section.Any material deficiencies in material or workmanship
identified by Town staff during the one-year warranty period shall be brought to the attention of
the Developer or its assignee that provided the warranty,which shall promptly remedy or cause
2216542.5
to be remedied such deficiencies to the reasonable satisfaction of the Town Engineer.
Continuing material deficiencies in a particularportion of the Infrastructure Improvements shall
be sufficient grounds for the Town to require(A) an extension of the warranty for an additional
one-year periodand (B) the properrepair of or the removal and reinstallationof, that portion of
the Infrastructure Improvements that is subject to such continuing deficiencies.Regardless of
whether the applicable warranty period has expired, the Developer agrees to repairany damage
to the Infrastructure Improvements caused by Developer's construction activities on the
Property.Nothing contained herein shall prevent the Town or Developer from seeking recourse
againstany other third party for damageto the Infrastructure Improvements caused by such third
party.
6. Default.If either Party fails to perform any obligation, and such Party fails to
cure its nonperformance within 30 days after notice of nonperformance is given by the non-
defaulting Party,such Partywill be in default. In the event of such default, the non-defaulting
Party may terminatethis Agreement andwill have allremedies that areavailableto it at law or in
equity including, without limitation, the remedy of specific performance.If the nature of the
defaulting Party's nonperformance is such that it cannot reasonably be cured within 30 days,
then the defaulting Party will have such additional periods of time as may be reasonably
necessary under the circumstances, provided the defaulting Party immediately commences to
cure its nonperformance and thereafter diligently continues to completion the cure of its
nonperformance. In no event shall any such cure period exceed 60 days.
7.General.
7.1 Notices and Requests.Any notice or other communication required or
permittedto be given under this Agreement shall be in writing and shall be deemed to have been
duly given if (A) delivered to the party at the address set forth below, (B) deposited in the U.S.
Mail, registeredor certified, return receipt requested, to the addressset forth below or (C) given
to arecognized and reputableovernight delivery service, to the addressset forthbelow:
If to the Town:Town of Fountain Hills
16705 East Avenue ofthe Fountains
Fountain Hills,Arizona 85268
Attn:Kenneth W.Buchanan,Town Manager
With copy to:Gust Rosenfeld,p.l.c.
One East Washington Street, Suite 1600
Phoenix,Arizona 85004-2553
Attn:Andrew J.McGuire,Esq.
If to Developer: Fountain Hills Development Group, LLC
155 W.New York Ave,Suite 200
Southern Pines,North Carolina 28387
Attn:Linda Suydam
2216542.5
Post Development Group,LLC
155 W.New York Ave,Suite 200
Southern Pines,North Carolina 28387
Attn:Linda Suydam
or at such other address, and to the attention of such other person or officer,as any party may
designate in writingby noticeduly given pursuant to this Subsection.Notices shall be deemed
received(A) when deliveredto the party,(B) three business days afterbeing placed in the U.S.
Mail,properly addressed,with sufficient postage or (C) the following business day after being
given to a recognized overnight delivery service,with the person giving the notice paying all
required charges and instructing the delivery service to deliver onthe following business day.If
a copy of a notice is also given to a party's counsel or other recipient,the provisions above
governing the date onwhicha notice is deemed to havebeen received by a party shall mean and
referto the date on which the party,and not itscounsel or otherrecipientto which acopy of the
notice may be sent, isdeemed to have received the notice.
7.2 Amendment.No amendment or waiver of any provision in this
Agreement will be binding (A) ontheTown unless and until it has been approved by theTown
Council and has become effective or (B) on Developerunless anduntil it has been executed by
an authorized representative.
7.3 Headings:References.The headings of this Agreement are for purposes
of reference only and shall not limit or definethe meaning of any provision of this Agreement.
Any references inthis Agreement to a "section"ora "subsection"shall include all subsections
and paragraphs thereof.
7.4 Time of the Essence.Time is of the essence with regard to performance
under thetermsand provisions of this Agreement,andany amendment,modification or revision
thereof,with respect tothe actions and obligations of each person boundbytheterms hereof.
7.5 Attorney's Fees.If either Party commences an action against the other to
interpret or enforce any of the terms of this Agreement or because of the breach by the other
Party of any of the terms hereof,the losing Party shall pay to the prevailing Party reasonable
attorney's fees,costs and expenses,including expert witness fees,incurred in connection with
the prosecution or defense of such action.For the purpose of this Agreement,the terms
"attorney's fees,costs and expenses"shall mean the fees and expenses of counsel to the Parties
hereto,which may include printing,duplicating and other expenses,air freight charges,and fees
billed for law clerks,paralegals,librarians and others not admitted to the bar but performing
services under the supervision of an attorney.The term "attorneys'fees,costs and expenses"
shall also include,without limitation,allsuch fees andexpenses incurred with respect to appeals,
arbitrations and bankruptcy proceedings,and whether ornotany action or proceeding is brought
with respect tothe matter for which said fees andexpenseswere incurred.
2216542.5
7.6 Recordation.This Agreement shall be recorded in its entirety by the
Town in the Maricopa County Recorder's Office not laterthan 10 days after it is fully executed
by the Developer and the Town.
7.7 Choice of Law:Venue.The laws of the State of Arizona shall govern any
dispute, controversy, claim or cause of action arising out of or relatedto this Agreement. The
venue for any such dispute shall be Maricopa County,Arizona,and each Party waives the right
to object to venue in Maricopa County for any reason.
7.8 Assignment.The provisions of this Agreement are binding upon and shall
inure to the benefit of the Parties, and all of their successors in interest and assigns.
Notwithstanding anything to the contrarycontained herein, upon the sale of the Projectto a bona
fide third party purchaser,Fountain Hills Development Group, LLC shall automatically be
deleted and released from this Agreement,and shall have no further rights, obligations or
responsibilitieshereunder,and Post Development Group, LLC, aNorth Carolina limited liability
company, shallbe deemed the Developeras defined herein.
7.9 Third Parties. No term or provision of this Agreement is intended to, or
shall be for the benefit of any person or entity not a Party hereto, and no such other person or
entity shallhave any right orcause of action hereunder.
7.10 No Partnership.None of the terms or provisions of this Agreement shall
be deemed to create a partnership between or among the Parties hereto in their respective
businesses or otherwise,nor shall it cause them to be considered members of a joint venture or
joint enterprise.Each Party hereto shall be considered a separate owner, and no Party hereto
shall havethe rightto actas anagent for another Party hereto,unlessexpressly authorized to do
so hereinorby separate written instrument signed by the Partyto be charged.
7.11 Waiver. No delay in exercising any right or remedy shall constitute a
waiver thereof, and no waiver of any breach shall be construed as a waiver of any preceding or
succeeding breach of the sameorany othercovenant,orcondition ofthis Agreement. No waiver
shall be effective unless it is in writing and is signed by the Party assertedto have granted such
waiver.
7.12 Further Documentation.The Parties agree in good faith to execute such
further or additional instruments and documents and to take such further acts as may be
necessary or appropriate to fully carryoutthe intentand purpose ofthis Agreement.
7.13 Fair Interpretation.The Parties have been represented by counsel in the
negotiation and drafting of this Agreement and this Agreement shall be construed according to
the fair meaning of its language.The rule of construction that ambiguities shall be resolved
against the Party who drafted a provision shall notbe employed in interpreting this Agreement.
7.14 Counterparts.This Agreement may be executed in counterparts,each of
which shall be an original but all of which shallconstitute one andthe sameinstrument.
2216542.5
7.15 Computation of Time.In computing any period of time under this
Agreement, the date of the act or event from which the designated period of time begins to run
shall not be included. The last date of the period so completed shall be included unless it is a
Saturday, Sunday or legal holiday, in which event the period shall run until the end of the next
day which is not a Saturday, Sunday or legal holiday.The time for performance of any
obligationortaking any action underthis Agreement shall be deemed to expire at 5:00 p.m. local
time, (Phoenix, Arizona) on the lastday ofthe applicable time period provided herein.
7.16 Conflict of Interest. Pursuant to Ariz.Rev.Stat.§38-503 and §38-511,
no member,official or employee of the Town shall have any personal interest, direct or indirect,
in this Agreement, nor shall any such member, official or employee participate in any decision
relating to this Agreement which affects his or her personal interest or the interest of any
corporation,partnership or association in which he or she is, directly or indirectly, interested.
This Agreement is subject to cancellation pursuantto the terms of ARIZ.REV.STAT.§38-511.
7.17 Severability.Every provision of this Agreement is and will be construed
to be a separate and independent covenant.If any provision in this Agreement orthe application
of the same is, to any extent, found to be invalid or unenforceable,the remainder of this
Agreement or the application of that provision to circumstances other than those to which it is
invalid or unenforceable will not be affected by that invalidity or unenforceability.Each
provision in this Agreement will be valid and will be enforced to the extent permitted by law and
the Parties will negotiate in good faith for such amendments of this Agreement as may be
necessary to achieve its intent,notwithstanding such invalidity or unenforceability.
7.18 Covenant of Good Faith. In exercising their rights and in performing their
obligations pursuantto this Agreement, the Parties will cooperatewith one anotherin good faith
to ensure the intent of this Agreement can be attained.
7.19 Records and Audit Rights.To ensure that the Developer and its
subcontractors are complying with the warranty under Subsection 7.20 below, the Developer's
and its subcontractors'books,records, correspondence, accounting procedures and practices, and
any other supportingevidence relatingto this Agreement, including the papers of any contractor
and its subcontractors'employees who perform any work or services pursuant to this Agreement
(all of the foregoing hereinafterreferredto as"Records"), shall be open to reasonable inspection
andsubjectto audit and/or reproduction during normal working hoursby the Town, to the extent
necessary to adequately permit (A) evaluation and verification of any invoices, payments or
claims based on the Developer's and its subcontractors' actual costs (including direct and
indirect costs and overhead allocations) incurred, or units expended directly in the performance
of work under this Agreement and (B) evaluation of the Developer's and its subcontractors'
compliance with the Arizona employer sanctions laws referenced in Subsection 7.20 below. To
the extent necessary for the Town to audit Records as set forth in this Subsection, the Developer
and its subcontractors hereby waive any rights to keep such Records confidential.For the
purpose of evaluating orverifying such actual or claimed costsorunits expended,theTown shall
have reasonable access to said Records,even if located at its subcontractors'facilities,from the
effective date of this Agreement forthe duration of the work and until three yearsafter the date
of final payment by the Town to the Developer pursuant to this Agreement. The Developer and
2216542.5
its subcontractors shall provide the Town with adequate and appropriate workspace so that the
Town can conduct audits in compliance with the provisions of this Subsection. The Town shall
give the Developer or its subcontractors reasonable advance notice of intended audits.The
Developer shall require its subcontractors to comply with the provisions of this Subsection by
insertion of the requirements hereof in any subcontract pursuantto this Agreement.
7.20 E-verifv Requirements.To the extent applicable under Ariz.Rev.Stat.§
41-4401,the Developer and its subcontractors warrant compliance with all federal immigration
laws and regulations that relate to their employees and their compliance with the E-verify
requirements under Ariz.Rev.Stat.§23-214(A).The Developer's or its subcontractor's failure
to comply with such warranty shall be deemed a material breach of this Agreement and may
result in the termination of this Agreement by the Town.
[SIGNATURES ON FOLLOW PAGES]
2216542.5
IN WITNESS WHEREOF,the Parties hereto have executed this Agreement as of the
date first set forth above.
"Town"
TOWN OF FOUNTAIN HILLS,
an Arizona municipal corporation
Kenneth W.Buchanan,Town Manager
ATTEST:
MdjiA >
Bevelyn J.Beridej^Town Clerk
(ACKNOWLEDGMENT)
STATE OF ARIZONA )
)ss.
COUNTY OF MARICOPA )
On JL 2014, before me personally appeared Kenneth W.Buchanan,
the Town Manager of the TOWN OF FOUNTAIN HILLS,an Arizona municipal corporation,
whose identity was proven to me on the basis of satisfactory evidence to be the person who he
claims to be, and acknowledged that he signed the above document, on behalf of the Town of
Fountain Hills.
HEATHER WARE
Notaiy Public -StateofArfeoca
MARICOf*COUNTY
My Commission Expires Juno 11,2010
(Affix notary seal here)
atluu (va^
Notary Public
[SIGNATURES CONTINUE ON FOLLOWING PAGE]
2216542,5
10
"Developer"
FOUNTAIN HILLS DEVELOPMENT GROUP,LLC,
a North Carolina limited liability company
By:l/fK/A^^/\A^^\
Name:JYJj/j ^^>C-,jCg t\*Mtr
Title:Mi&MML
(ACKNOWLEDGMENT)
STATE OF (V<W )
COUNTY OF "TKtkJ )
On j^p|W/W 10 2014,before me personally appeared QjjU^rJ
(3.fahaM^AJ ,the ^y^U-^yJ of Fountain Hills Development
Group,LLC,a North Carolina limited liability company,whose identity was proven to me on the
basis of satisfactory evidence to be the person who he/she claims to be, and acknowledged that
he/she signed the above document on behalf of the company.
2216542.5
g TpSJiwi'v)?^|Notary Publfc
(Affix n^sc.he.^y ^*^^-'Jft "/*"'
11
POST DEVELOPMENT GROUP,LLC
a North Carolina limited liability company
bv:m*±c**u
Name:Wj (u_gM &j §£f±±Ll&l
Title:At^At^e^
(ACKNOWLEDGMENT)
STATE OF Pv^UkJ )
COUNTY OF 7Yvr<^)
On I^JWJJnMisJ lO ,2014,before me personally appeared UiAM*4*^j
&1 &U\fijLfc*),the 7")-a^fUM J of Post Development Group,LLC,
a North Carolina limited liability company,flvhose identity was proven to me on the basis of
satisfactory evidence to be the person who he/she claims to be, and acknowledged that he/she
signed the above document on behalf of the company.
Notary Publi
(Affix n^mmj |^^^Uf~>:^^4.If
2216542.5
12
2216542.5
EXHIBIT A
TO
DEVELOPMENT AGREEMENT
BETWEEN THE
TOWN OF FOUNTAIN HILLS AND
FOUNTAIN HILLS DEVELOPMENT GROUP,LLC
[ProjectNarrative]
See following pages.
PROJECT NARRATIVE REPORT
for
TSC FOUNTAIN HILLS
17130 E.SHEA BLVD.
Prepared for:
FOUNTAIN HELLS DEVELOPMENT GROUP,LLC
155 W.NEW YORK AVENUE
SOUTHERN PINES,NC 28387
July 28,2014
12409 W.Indian School Rd.C303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014
TSC-FOUNTAIN HILLS
DESCRIPTION OF PROPOSAL
The proposed development consists of one new retail building,21,702 s.f±,and an associated hay
barn building,1,250 s.£±,on a 4.02 acre (±) parcel (net area) that sits on a portion of Parcel A of
"Replat of Lots 1and 2 of Fountain Hills Final Plat705"(Bk.468,Pg.3,MCR)and is located at the
northeastcoiner of Shea Boulevardand Monterey Drive. The proposed improvementsare notphased.
The proposed development isa new retail building,Tractor Supply Company (TSC),with associated
site improvements.The TSC is a large retail storechainthat offers products for home improvement,
agriculture,lawnand garden,clothing,and livestock,equineand pet care. Storessupplythe unique
products to support their customer's rural lifestyle,from welders and generators to animal care
products andmenandwomen's workwear.Standard hoursof operation are Monday through Sunday
7am-8pm.
TSC storesare primarily located in rural areas and outlyingsuburbs of major cities.This proposed
TractorSupplystorehas 17,709 squarefeet of inside retail spacewith 23,761 squarefeet of stockroom
andoutsidespaceusedtodisplay agricultural fencing,livestock equipmentandhorsestalls.
RELATIONSHIP TO SURROUNDING PROPERTY
The proposed development expects to have a positive impact on the surrounding area and
neighborhood.TSC will provide products and services to support a rural lifestyle matching the
surrounding developments.The standard hours of operation are reasonable considering the
neighboring residential area,as they openand close at practical times.Loud operations or noises are
not typical forTSC stores.TSC fits the intended zoning of C-2 with slight modifications through a
Development Agreement with the Town of Fountain Hills,including but not limited to adjusted
parking calculations,outdoor display areasand adjusted detention volume requirements.
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
CE!
TSC-FOUNTAIN HILLS
PROPOSED DEVELOPMENT STANDARDS
July 28,2014
The parcel is currently zoned C-2,Intermediate Commercial Zoning.TSC stores meet the retail type
uses stated in the Town's C-2 zoning description.The following are standards for C-2 zoningand
Development Agreement requests,andhowthey relate tothe planning and design ofthe development:
Applicable Requirement Response
Minimum Lot Area - 6,000 sf Willcomply
Minimum Lot Width -60 If Willcomply
MinimumBuildingHeight-40 ft
Willcomply
Minimum Yard Setbacks
Front-10 ft Willcomply
Side- 25 ft(AdjacentResidential)Willcomply
Street Side-Oft Willcomply
Rear-10 ft Willcomply
Maximum Lot Coverage- 60%
Willcomply
Outdoor Display-Subject to Special Use Permits Outdoor display proposedand addressed withTownby
DevelopmentAgreement
Outdoor Lighting tobein conformance withTownprovisions.
Lighting shallbeplacedto reflect awayfromresidential zoning.
Willcomply
Outdooruseofa commercial natureadjacentto residential zone
boundary shallbe screened by8 ftwall.
Willcomply
RequiredParkingRatios
Retail-1/250 sf Development Agreement toallowparking ratiofor retail -1/300 sf
Outdoor Display/Stockroom (Warehouse)-1/800 sf Development Agreementtoallowparkingratioforwarehouse-
1/900 sf
RequiredRetention/Detention Volume
Greater of Pre.vs.Post OR First Flush
Development Agreement toallowminorreduction of required
volume to 8,000 cf
ARCHITECTURAL DESIGN GUIDELINES
The exterior of the building is constructed in Split face C.M.U. painted in neutral colors
Sanderling (LRV 31%)to 4'-0"and at Pilastersand Urban Putty (LRV 54%)from 4'-0"to top
of E.I.F.S. Cornice.There are Pilasters on the building corners and at control joint locations
along the sides of the building with decorative E.I.F.S. cornice at the top of each wall. The
Parapets are extended above the rooflineto screen the RoofTop Units from pedestrian view all
the way around the building.Scuppers will be installed with downspouts on the rear of the
building to drain water from the roof.The roof will be a T.P.O.Membrane Roof.There is an
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014
TSC-FOUNTAIN HILLS
exterior vestibule that is enclosed with an E.I.F.S structure and Gabled Standing Seam Metal
Roof (Colonial Red) above the vestibule with Split Face C.M.U. columns at the entrance corners.
Added architectural elements include 4'-0"deep awnings w/standing Seam Metal Roof
(Colonial Red), Faux Barn Shutters, and decorative Gooseneck Light fixtures (front elevation
only). The wall pack light fixtures on the side and rear of the building will be LED fixtures that
are Dark Sky compliant.
The Fenced Outdoor Display Area will have a Black Aluminum Tube Fence surrounding the
merchandise to be displayed in that area. Additional Screen Wall has been added to the rear of
the building to screen loading area from street view as well as a dumpster enclosure to hide
dumpsters from public view.
LANDSCAPING STRATEGY &DESIGN
The proposed landscape for the Tractor Supply Company store will be a reflection of the natural
desert environment that enriches the image of the Fountain Hills community. This will be achieved
by utilizing on-site salvage material and through the integration of indigenous plant species thatblend
seamlessly withtheabuttingCereus Wash.To further preserve the integrity of the property,all of the
existing saguaro cacti currently located on the site will be salvaged and thoughtfully relocated to
enhanceentry focal pointsand new native plant groupings.The overall landscape will complement
the architecture ofthe buildingas wellas the neighboring surroundings.
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
TSC-FOTJNTAIN HILLS
APPENDIX A
1.VICINITY MAP
2.AERIAL PHOTO
3.LEGAL DESCRIPTION
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014
VICINITY MAP
SCALE:N.T.S.SEC. 26,T.3N.,R.6E.
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH: (623)536-1993
VICINITY MAP
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH: (623)536-1993
AERIAL PHOTO
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
LEGAL DESCRIPTION
PARCEL A, OF REPLAT OF LOTS 1 AND 2 OF FOUNTAIN HILLS
FINAL PLAT 705,ACCORDING TO THE PLAT OF RECORD IN THE
OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY,
ARIZONA,IN BOOK 468 OF MAPS,PAGE 3.
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1 vf^c^W 7:^\
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12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH: (623)536-1993
LEGAL DESCRIPTION
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
d•WEBB*
J#
TSC-FOUNTAIN HILLS
APPENDIX B
1.SITE PLAN
2.DISPLAY AREA EXHIBIT
3.STORE FRONT PHOTO
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014
GRAPHICSCALE
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2216542.5
EXHIBIT B
TO
DEVELOPMENT AGREEMENT
BETWEEN THE
TOWN OF FOUNTAIN HILLS AND
FOUNTAIN HILLS DEVELOPMENT GROUP, LLC
[Hillside Disturbance Exemption]
See following pages.
LEGEND:AREA:
SLOPES 0% - 10%144,121 S.F.(3.309 AC)
SLOPES 10%-20%
SLOPES 20%-30%
SLOPES >30%
20,131 S.F.(0.462 AC)
9,421 S.F.(0.216 AC)
1.264 S.F.(0.029 AC)
100'
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH: (623) 536-1993
SLOPE ANALYSIS
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
200'
2216542.5
EXHIBIT C
TO
DEVELOPMENT AGREEMENT
BETWEEN THE
TOWN OF FOUNTAIN HILLS AND
FOUNTAIN HILLS DEVELOPMENT GROUP, LLC
[Preliminary Grading and Drainage Plan]
See following pages.
MNS§3 iill ZV 'AiNnOO VdOOIHWI ST1IH NIVlNflOd"aATaV3HS'3 0EUI-NVTd 39VN!Vaa S ONIOVdO AHVNIIAin3Hd3AlddA3d31N01AJ2QA1QV3HS03NST1IHNIViNnOd-ANVdlAlOD AlddDS dOlOVdl I'd cij'j :ci'i iw:03IJI0On 1SV1hilt£££SB£B£BE££££££S££5SS,2££E££i222222222222222^WUXQuQyil II Zl89CIXOS OdI1%;»S efS;Ei ££££fllSifi!Si i 5*liliHII5v,•-8 I 5 !I I !:I ! !["if
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2216542.5
EXHIBIT D
TO
DEVELOPMENT AGREEMENT
BETWEEN THE
TOWN OF FOUNTAIN HILLS AND
FOUNTAIN HILLS DEVELOPMENT GROUP, LLC
[Drainage Report for TSC Fountain Hills]
See following pages.
DRAINAGE REPORT
for
TSC FOUNTAIN HILLS
17130 E.SHEA BLVD.
Prepared for:
FOUNTAIN HELLS DEVELOPMENT GROUP,LLC
155 W.NEW YORK AVENUE
SOUTHERN PINES,NC 28387
July 28,2014
12409 W.Indian School Rd.C303,Avondale,AZ 85392
Phone (623)-536-1993
m••-—-~**^J July 28,2014
TSC-FOUNTAIN HILLS
INTRODUCTION
The proposed development consists of one new retail building,21,702 s.f.±,and a hay barn building,
1,250 s.f±,on a 4.02 acre (±) parcel (net area) that sits on a portion of Parcel A of "Replat of Lots 1
and 2 of Fountain Hills Final Plat 705" (Bk.468, Pg.3, MCR) and is located at the northeast corner of
Shea Boulevard and Monterey Drive. This site is currently a vacant parcel with no existing
improvements.The site is bounded by developed property to the northeast, Shea Boulevardto the
west and Monterey Drive to the north, and the Cereus Wash to the south. A vicinity map, aerial
photo, legal description and the area's FIRM map are attached for reference in Appendix A of this
report.
OFFSITE DRAINAGE &HYDRAULICS
The site is bounded on the west and north sides by existing curb and gutter. The east side is adjacent
to developed residential lots. The south side is bounded by an existing storm water wash (Cereus
Wash). The existingcurb and gutter along Shea Boulevardslopes southeastand is conveyedto the
Cereus Wash. The existing curb and gutter along Monterey Drive slopes northeast into the adjacent
residentialsubdivisionwhicheventuallyconveysthe stormwater to the Cereus Wash.
The offsite drainage generated from the public right of way areas of Shea Boulevard and Monterey
Drive will continue to follow the historic flow. There are no proposed changes or additions to these
systemsbythis project.
ONSITE DRAINAGE &DETENTION
Onsite detentionwill be providedfor the 100-yearpre-development vs. post developmentstormevent
forthe area ofthis site. The siteconveysthe stormwaterthroughsurfacesheetflowto curb openings.
The detention calculations are as follows, additional calculations are attached for reference in
Appendix B:
Required volume: V = A * C *P/12
Overall Site Watershed
Pre-development RunofTC:0.65-Hillslopes,SonoranDesert(Table3.2-DDMforMC)
Post development RunofTC:0.95-Commercial (Table3.2-DDMforMC)
Design Runoff C:0.30
Rainfall:2.21 inches -NOAA Atlas 14
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
CG:&July 28,2014
TSC-FOUNTAIN HILLS
Watershed Area:148,756 s.f.
Calculated Vol (req'd):8,219c.f.
Development AgreementVol (reqd):8,000c.f.
Site Outfall:At the proposedconcreteweir structure near the southeastcorner of the site.
The weir elevation is set at 1537.00.The storm water then drains into the
Cereus Wash.
Overall Site Watershed
Basin #1 5,582 cf
Basin #2 3,244 cf
VolumeRequired(P.A.D.Plan)8,000 cf
Volume Provided 8,826 cf
A copy of the preliminary onsite grading and drainage plans has been attached for reference in
Appendix C.
ONSITE HYDRAULICS
The storm water in the parking areas are conveyed by sheet flow through curb openings to the
detention basins. There are no storm drain pipes/catch basins within the parking areas conveying
storm water to the detention basins. There is a concrete weir structure proposed to regulate the
outflowsfromthe detentionbasinto be equalto or lessthan pre-developmentflow rates.
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
0
TSC-FOUNTAIN HILLS
OTHER PROJECT INFORMATION
July 28,2014
The extreme outfall forthe project isatthe proposed concrete weir structure nearthe southeast comer
ofthe site.The weir elevation is set at 1537.00.The storm water then drains into the Cereus Wash.
The site is designed inan engineered sump condition,asthe high and low curb are both higher than
the proposed final floor elevation.However,the final floor elevation is significantly higher than the
site outfall.The final floorelevationsfor this proposed development are designedat an elevation of
1548.00 forthemain building and 1547.00 forthehay barn.The final floor elevations are designed at
elevations over7 feet lowerthan the hightop of curb whichis at an elevation of 1555.60.The final
floor elevations are designed over3.5feet lower thanthe lowtop of curbwhichisat an elevation of
1551.75 feet.The final floor elevations are over 10 feet above the extreme outfall elevation of
1537.00 feet.
Ifthesiteis constructed according to the approved grading and drainage construction documents than
the building finished floor will be protected from the inundation of storm water produced from the
100-year stormeventforonsiteand offsite flows.
A portion ofthe site is located ina special flood hazard area,zone AE,and a portion of the site is
located inshadedzoneX as definedby Finn Map 04013C1804L datedOctober 16,2013.ZoneAEis
described as "The special flood hazard area is subject to the 100-year flood;base flood elevations
determined." Shaded zone X is described as: "Areas of 500-year flood; areas of 100-yearflood with
average depths of less than 1 foot or with drainage areas less than 1 square mile;and areas protected
by levees from 100-year flood."(see Figure in Appendix A).
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
TSC-FOUNTAIN HILLS
REFERENCES
July 28,2014
tilBrater and King,Handbook ofHydraulics,6 Ed,1976
Sabol, Et al,DRAINAGEDESIGN MANUAL for MARICOPA COUNTY, ARIZONA-Volume I,
Hydrology,June 2010.
Sabol, Et al,DRAINAGE DESIGN MANUAL for MARICOPA COUNTY, ARIZONA - Volume II,
Hydraulics,June 2010.
DRAINAGE REGULATIONS for MARICOPA C0CW7Y,November 2010.
DRAINAGE POLICIESAND STANDARDSfor MARICOPA COUNTY,June 2010.
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
TSC-FOUNTAIN HILLS
APPENDIX A
VICINITY MAP
AERIAL PHOTO
LEGAL DESCRIPTION
FIRM MAP
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014
SCALE:N.T.S.SEC. 26, T.3N., R.6E.
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH:(623)536-1993
\
^i;
VICINITY MAP
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH:(623)536-1993
AERIAL PHOTO
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
LEGAL DESCRIPTION
PARCEL A, OF REPLAT OF LOTS 1 AND 2 OF FOUNTAIN HILLS
FINAL PLAT 705,ACCORDING TO THE PLAT OF RECORD IN THE
OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNIY,
ARIZONA,IN BOOK 468 OF MAPS, PAGE 3.
12409 W.INDIAN SCHOOL RD.
SUITE:C-303
AVONDALE,AZ 85392
PH: (623)536-1993
LEGAL DESCRIPTION
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
••'.'•'ZONEJAE':..:,:!:'..":,'i ' . '
jl'OWN MIM'*
;-'\;:'$S&J*':".':••'.
|£&%fe •.•••,;...
'-OV'v-'*.'--.1--,"'-;r'ZONE;AE,l£.
• •••-.••-•••rr-;.-f;:rri.,.7P'hij=-"/'•.''•-"••'•••..:,"
•:A:C
.'•.i.V*...'MA'l
MAP SCALE 1"=500'
tSO 0 500 ^fecr
—i —METE
;j;-i nur i
'It
1
KANtL lWML
FIRM
FLOOD INSURANCE RATE MAP
MARICOPA COUNTY.
ARIZONA
ANT)INCORPORATED AREAS
PANEL 1804 OF4425
191 rrai raw.«#%")
aiiaa lit.;.*nx
MAP REVISED
OCTOBER 16.2013
Federal Eaicretuc?Msn
i -;h.ck I'M (T9JA rkrcd h«
FEMA FLOOD INFORMATION
ACCORDING TO FEMA FLOOD INSURANCE RATE MAP NO.
04013C1804L DATED OCTOBER 16,2013 THE SUBJECT
PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA
ACCORDING TO MAP,A PORTION WITHIN ZONE 'AE'THE
REMAINDER WITHIN ZONE SHADED 'X'.ZONE 'AE'IS DESCRIBED
AS 'THE SPECIAL FLOOD HAZARD AREA IS SUBJECT TO THE
100-YEAR FLOOD;BASE FLOOD ELEVATIONS DETERMINED."ZONE
SHADED 'X'IS DESCRIBED AS "AREAS OF 500-YEAR FLOOD;
AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS
THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE
MILE;AND AREAS PROTECTED BY LEVEES FROM 100-YEAR
FLOOD."
12409 W.INDIAN SCHOOL RD.
SUITE.C-303
AVONDALE,AZ 85392
PH: (623)536-1993
FEMA FLOOD INFORMATION
PROJECT:TSC FOUNTAIN HILLS
CEG#14-029
TSC-FOUNTAIN HILLS
APPENDIX B
NOAA ATLAS 14 INFORMATION
PRE vs POST/FIRST FLUSH VOLUME CALCULATIONS
BASIN SIZING CALCULATIONS
DETENTION MODEL CALCULATIONS
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623J-536-1993
July 28,2014
6/23/14 Precipitation FrequencyData Server
NOAA Atlas 14,Volume 1,Version 5
Location name:Fountain Hills,Arizona,US*
Latitude:33.5686°,Longitude:-111.7085°
Elevation:1543 ft*
*source:Google Maps #
POINT PRECIPITATION FREQUENCY ESTIMATES
Sanja Perica,Sarah Dletz,Sarah Holm,Lillian Hlner,Kazungu Maitaria, Deborah Martin,
Sandra Pavlovic, Ishani Roy,Carl Trypaiuk,Dale Unruh,Fenglin Yan,Michael Yekta,Tan Zhao,
GeoffreyBonnln,DanielBrewer,Ll-ChuanChen, Tye Parzybok,John Yarchoan
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular IPF graphical I Map?_&.P9n'alS
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals (in inches)1
Average recurrence interval (years)
Duration
1 2 5 10 25 50 100 200 500 1000
5-min
0.192
(0.158-0.241)
0.250
(0.207-0.315)
0.339
(0.278-0.424)
0.407
(0.331-0.506)
0.499
(0.400-0.617)
0.571
(0.451-0.701)
0.643
(0.499-0.788)
0.717
(0.548-0.877)
0.817
(0.609-0.997)
0.892
(0.651-1.09)
10-min
0.292
(0.241-0.366)
0.381
(0.316-0.479)
0.516
(0.423-0.645)
0.619
(0.504-0.770)
0.760
(0.609-0.939)
0.869
(0.686-1.07)
0.979
(0.760-1.20)
1.09
(0.834-1.33)
1.24
(0.926-1.52)
1.36
(0.991-1.66)
15-min 0.363
(0.298-0.454)
0.473
(0.391-0.594)
0.640
(0.524-0.800)
0.768
(0.625-0.954)
0.942
(0.755-1.16)
1.08
(0.851-1.32)
1.21
(0.943-1.49)
1.35
(1.03-1.65)
1.54
(1.15-1.88)
1.68
(1.23-2.06)
30-min 0.488
(0.402-0.611)
0.637
(0.527-0799)
0.862
(0.706-1.08)
1.03
(0.841-1.28)
1.27
(1.02-1.57)
1.45
(1.15-1.78)
1.64
(1.27-2.00)
1.82
(1.39-2.23)
2.08
(1.55-2.53)
2.27
(1.65-2.77)
60-min
0.604
(0.498-0.757)
0.788
(0.652-0.989)
1.07
(0.874-1.33)
128
(1.04-1.59)
1.57
(1.26-1.94)
1.79
(1.42-2.21)
2.02
(1.57-248)
2.25
(1.72-2.76)
2.57
(1.91-3.14)
2.81
(2.05-3.43)
2-hr 0.690
(0.576-0.838)
0.893
(0.747-1.09)
1.19
(0.988-1.45)
1.42
(1.17-1.72)
1.72
(1.40-2.08)
1.96
(1.58-2.37)
221
(1.75-2.67)
2.46
^(1.91-2.96)^
2.79
(2.11-3.37)
3.06
(2.26-3.71)
3-hr
0.744
(0.622-0.917)
0.953
(0.799-1.18)
1.25
(1.04-1.54)
1.48
(1.23-1.82)
1.81
(1.47-2.21)
2.07
(1.66-2.51)
2.34
(1.84-2.85)
2.63
(2.03-3.19)
3.02
(2.27-3.67)
3.34
(2.45-4.06)
6-hr
0.895
(0.770-1.06)
1.13
(0.976-1.34)
1.45
(1.24-1.71)
1.70
(1.44-2.00)
2.04
(1.71-2.39)
2.31
(1.91-2.70)
2.59
(2.10-3.03)
2.88
(2.29-3.37)
3.27
(2.54-3.84)
3.58
(2.72-4.21)
12-hr 1.02
(0.888-1.18)
1.28
(1.12-1.49)
1.62
(1.41-1.88)
1.88
(1.63-217)
2.24
(1.91-2.58)
2.52
(2.12-2.89)
2.80
(2.33-3.22)
3.08
(2.53-3.55)
3.47
(2.78-4.01)
3.77
(2.96-4.39)
24-hr
1.27
(1.14-1.42)
1.60
(1.45-1.80)
2.06
(1.85-2.32)
2.43
(2.17-2.73)
2.94
(2.61-3.29)
3.34
(2.94-3.73)
3.76
(3.29-4.20)
4.19
(3.63-4.69)
4.79
(4.09-5.37)
5.26
(4.45-5.93)
2-day 1.41
(1.27-1.59)
1.80
(1.61-2.02)
2.35
(2.10-2.63)
2.78
(2.48-3.11)
3.39
(3.00-3.79)
3.87
(3.40-4.32)
4.38
(3.81-4.90)
4.91
(4.24-5.51)
5.65
(4.81-6.37)
6.24
(5.25-7.06)
3-day 1.51
(1.36-1.69)
1.92
(1.73-2.15)
2.52
(2.26-2.82)
3.00
(2.68-3.35)
3.68
(3.26-4.10)
4.22
(3.72-4.70)
4.80
(4.20-5.35)
5.41
(4.68-6.05)
6.26
(5.34-7.04)
6.95
(5.87-7.85)
4-day 1.61
(1.45-1.79)
2.05
(1.84-2.29)
2.69
(2.42-3.00)
322
(2.88-3.58)
3.96
(3.52-4.41)
4.57
(4.04-5.08)
5.22
(4.58-5.80)
5.90
(5.12-6.59)
6.87
(5.87-7.70)
7.67
(6.48-8.63)
7-day 1.79
(1.60-2.01)
2.28
(2.04-2.56)
3.01
(2.68-3.38)
3.60
(3.19-4.03)
4.43
(3.91-4.96)
5.12
(4.49-5.73)
5.85
(5.08-6.55)
6.62
(5.71-7.44)
7.73
(6.56-8.71)
8.62
(7.24-9.77)
10-day 1.98
(1.77-2.21)
2.53
(2.26-283)
3.33
(2.97-3.72)
3.97
(3.53-4.44)
4.88
(4.32-5.45)
5.62
(4.94-6.26)
6.40
(5.59-7.15)
7.23
(6.25-8.09)
8.40
(7.16-9.43)
9.35
(7.88-10.5)
20-day 2.45
(2.19-2.74)
3.15
(2.82-3.52)
4.13
(3.70-4.62)
4.89
(4.36-5.46)
5.92
(5.26-6.60)
6.71
(5.94-7.49)
7.53
(6.62-8.43)
8.36
(7.30-9.38)
9.49
(8.21-10.7)
10.4
(8.88-11.7)
30-day
2.89
(2.59-3.22)
3.71
(3.33-4.13)
4.87
(4.36-5.42)
5.75
(5.15-6.39)
6.96
(6.19-7.73)
7.88
(6.98-8.76)
8.84
(7.77-9.83)
9.81
(8.57-10.9)
11.1
(9.62-12.5)
12.1
(10.4-13.7)
45-day 3.45
(3.09-3.85)
4.44
(3.97-4.96)
5.83
(5.21-6.50)
6.86
(6.12-7.66)
8.24
(7.31-9.21)
9.29
(8.21-10.4)
10.3
(9.10-11.6)
11.4
(9.96-12.8)
12.8
(11.1-14.4)
13.9
(11.9-15.7)
60-day 3.88
(3.48-4.33)
5.00
(4.48-5.58)
6.55
(5.86-7.30)
7.68
(6.85-8.57)
9.16
(8.15-10.2)
10.3
(9.09-11.5)
11.4
(10.0-12.8)
12.5
(10.9-14.0)
13.9
(121-15.7)
15.0
(13.0-17.0)
1 Precipitation frequency (PF)estimates In this table arebasedon frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds ofthe 90%confidence interval.The probability that precipitation frequency estimates (for i
given duration and average recurrence Interval)will be greater than the upper bound (or less than the lower bound)Is 5%.Estimates at upper bounds arenot
checked against probable maximum precipitation (PMP)estimates and may be higher thancurrently valid PMP values.
'Please referto NOAA Atlas 14 document for more information.
Beck tp Top
hdsc.™s.ncea.gc\^dsc/rjf^1/4
6/23/14 Precipitation Frequency Data Server
NOAA Atlas 14,Volume 1,Version 5
Location name:Fountain Hills,Arizona,US*
Latitude:33.5686°,Longitude:-111.7085°
Elevation:1543 ft*
*source:Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
$
Sanja Perica,Sarah Dietz,Sarah Helm, Lillian Ulnar,Kazungu Maitaria,Deborah Martin,
Sandra Pavlovic,ishani Roy, Carl Trypaluk Dale Unruh,Fenglin Yan,Michael Yekta.Tan Zhao.
Geoffrey Bonnln,Daniel Brewer,Ll-Chuan Chen,Tye Parzybok,John Yarchoan
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps &Berials
PF tabular
PDS-based point precipitation frequency estimates with 90%confidence intervals (in inches/hour)1
Duration
Average recurrence interval (years)
1 2 5 10 25 50 100 200 500 1000
5-min 2.30
(1.90-2.89)
3.00
(2.48-3.78)
4.07
(3.34-5.09)
4.88
(3.97-6.07)
5.99
(4.80-7.40)
6.85
(5.41-8.41)
7.72 I
(5.99-9.46)|
8.60
(6.58-10.5)
9.80
(7.31-12.0)
10.7
(7.81-13.1)
10-min 1.75
(1.45-2.20)
2.29
(1.90-2.87)
3.10
(2.54-3.87)
3.71
(3.02-4.62)
4.56
(3.65-5.63)
5.21
(4.12-6.40)
5.87
(4.56-7.19)
6.55
(5.00-8.01)
7.46
(5.56-9.11)
8.15
(5.95-9.96)
15-min
1.45
(1.19-1.82)
1.89
(1.56-2.38)
2.56
(2.10-3.20)
3.07
(2.50-3.82)
3.77
(3.02-4.66)
4.31
(3.40-5.29)
4.86
(3.77-5.95)
5.41
(4.14-6.62)
6.16
(4.60-7.53)
6.73
(4.91-8.23)
30-min
0.976
(0.804-1.22)
1.27
(1.05-1.60)
1.72
(1.41-2.15)
2.07
(1.6B-2.57)
2.54
(2.03-3.13)
2.90
(2.29-3.56)
3.27
(2.54-4.01)
3.64
(2.79-4.46)
4.15
(3.09-5.07)
4.53
(3.31-5.54)
60-min 0.604
(0.498-0.757)
0.788
(0.652-0.989)
1.07
(0.874-1.33)
1.28
(1.04-1.59)
1.57
(1.26-1.94)
1.79
(1.42-2.21)
2.02
(1.57-248)
2.25
(1.72-2.76)
2.57
(1.91-3.14)
2.81
(2.05-3.43)
2-hr 0.345
(0.288-0.419)
0.446
(0.374-0.544)
0.594
(0.494-0.722)
0.708
(0.583-0.859)
0.862
(0.701-1.04)
0.981
(0.788-1.19)
1.10
(0.872-1.33)
1.23
(0.952-1.48)
1.40
(1.06-1.68)
1.53
(1.13-1.85)
3-hr 0.248
(0.207-0.305)
0.317
(0.266-0.393)
0.416
(0.347-0.512)
0.494
(0.408-0.606)
0.603
(0.490-0.735)
0.689
(0.552-0.837)
0.780
(0.614-0.948)
0.875
(0.677-1.06)
1.01
(0.758-1.22)
1.11
(0.817-1.35)
6-hr 0.149
(0.129-0.177)
0.189
(0.163-0.224)
0.241
(0.207-0.286)
0.283
(0.241-0.334)
0.341
(0.285-0.399)
0.385
(0.318-0.450)
0.432
(0.351-0.507)
0.480
(0.383-0.563)
0.546
(0.425-0.641)
0.599
(0.454-0.704)
12-hr
0.085
(0.074-0.098)
0.107
(0.093-0.124)
0.134
(0.117-0.156)
0.156
(0.135-0.180)
0.186
(0.159-0.214)
0.209
(0.176-0.240)
0.232
(0.193-0.267)
0.256
(0.210-0.294)
0.288
(0.230-0.333)
0.313
(0.246-0.365)
24-hr 0.053
(0.048-0.059)
0.067
(0.060-0.075)
0.086
(0.077-0.097)
0.101
(0.091-0.114)
0.123
(0.109-0.137)
0.139
(0.123-0.156)
0.157
(0.137-0.175)
0.175
(0.151-0.196)
0.200
(0.171-0.224)
0.219
(0.185-0.247)
2-day 0.029
(0.026-0.033)
0.037
(0.034-0.042)
0.049
(0.044-0.055)
0.058
(0.052-0.065)
0.071
(0.062-0.079)
0.081
(0.071-0.090)
0.091
(0.079-0.102)
0.102
(0.088-0.115)
0.118
(0.100-0.133)
0.130
(0.109-0.147)
3-day 0.021
(0.019-0.023)
0.027
(0.024-0.030)
0.035
(0.031-0.039)
0.042
(0.037-0.047)
0.051
(0.045-0.057)
0.059
(0.052-0.065)
0.067
(0.058-0.074)
0.075
(0.065-0.084)
0.087
(0.074-0.098)
0.097
(0.081-0.109)
4-day 0.017
(0.015-0.019)
0.021
(0.019-0.024)
0.028
(0.025-0.031)
0.034
(0.030-0.037)
0.041
(0.037-0.046)
0.048
(0.042-0.053)
0.054
(0.048-0.060)
0.061
(0.053-0.069)
0.072
(0.061-0.080)
0.080
(0.068-0.090)
7-day 0.011
(0.010-0.012)
0.014
(0.012-0.015)
0.018
(0.016-0.020)
0.021
(0.019-0.024)
0.026
(0.023-0.030)
0.030
(0.027-0.034)
0.035
(0.030-0.039)
0.039
(0.034-0.044)
0.046
(0.039-0.052)
0.051
(0.043-0.058)
10-day 0.008
(0.007-0.009)
0.011
(0.009-0.012)
0.014
(0.012-0.015)
0.017
(0.015-0.018)
0.020
(0.018-0.023)
0.023
(0.021-0.026)
0.027
(0.023-0.030)
0.030
(0.026-0.034)
0.035
(0.030-0.039)
0.039
(0.033-0.044)
20-day 0.005
(0.005-0.006)
0.007
(0.006-0.007)
0.009
(0.008-0.010)
0.010
(0.009-0.011)
0.012
(0.011-0.014)
0.014
(0.012-0.016)
0.016
(0.014-0.018)
0.017
(0.015-0.020)
0.020
(0.017-0.022)
0.022
(0.019-0.024)
30-day
0.004
(0.004-0.004)
0.005
(0.005-0.006)
0.007
(0.006-0.008)
0.008
(0.007-0.009)
0.010
(0.009-0.011)
0.011
(0.010-0.012)
0.012
(0.011-0.014)
0.014
(0.012-0.015)
0.015
(0.013-0.017)
0.017
(0.014-0.019)
45-day 0.003
(0.003-0.004)
0.004
(0.004-0.005)
0.005
(0.005-0.006)
0.006
(0.006-0.007)
0.008
(0.007-0.009)
0.009
(0.008-0.010)
0.010
(0.008-0.011)
0.011
(0.009-0.012)
0.012
(0.010-0.013)
0.013
(0.011-0.015)
60-day 0.003
(0.002-0.003)
0.003
(0.003-0.004)
0.005
(0.004-0.005)
0.005
(0.005-0.006)
0.006
(0.006-0.007)
0.007
(0.006-0.008)
0.008
(0.007-0.009)
0.009
(0.008-0.010)
0.010
(0.008-0.011)
0.010
(0.009-0.012)
1 Precipitation frequency (PF)estimates inthistableare based onfrequencyanalysisof partial duration series (PDS).
Numbers in parenthesis are PFestimates at low erandupperbounds ofthe 90%confidence interval.The probability that precipitation frequency estimates (fora
given duration andaverage recurrence interval)wIII be greater than the upper bound (orless than the lower bound)Is 5%.Estimates at upper bounds are not
checkedagainst probable rraxirrum precipitation (PMP)estimatesand maybe higher than currently valid PMP values.
Rease refer to NOAA Atlas 14 document for more information.
Pert to Tqp
hdsc.nws.noaagov/hdsc/pfds/pfds_printpag e.html?lat=33.5686&lon=-111.7085&data=intensity&units=english&series=pds 1/4
PROJECT:
CEG#
TSCFH
14-029
PRE.VS.POST DEVELOPMENT CALCULATIONS
PRE-DEVELOPMENT
Surface Coefficient C 0.65 Hillslopes,Sonoran Desert (Table 3.2)
POST DEVELOPMENT
Surface Coefficient
PRE.VS.POST DEVELOPMENT
Surface Coefficient
100-hr,2-hr Rainfall
Area
Calculated Req'd Volume
Required Volume (PAD Plan)
FIRST FLUSH CALCULATIONS
Surface Coefficient
100-hr,2-hr Rainfall
Area
Required Volume
0.95 Commercial (Table 3.2)
C 0.3
P 2.21 in
A 148756 sf
VOLreq'd 8219 cf
VOLreq'dl-8000|cf
C 1.00
P 0.5 in
A 148756 sf
VOLreq'd|6198|cf
GOVERNS
STORMWATER RETENTION BASIN CALCULATIONS
PROJECT TITLE:TSC -Fountain Hills CEG JOB#14029 DATE:25-Jun-14
REQUIRED RETENTION ADDITIONAL FACTOR
Rainfall depth 0.50 inches 1.00 I
OtTsiietfl Oflsitc ill OlVsite S3 Oll'site li-i
c
A(sf)
Vreq (cf)
Onsite .'.'1 Onsite "2 Onsite #3 Onsite >-M On ite «5 Onsite lib Onsite :H Onsite '*Onsite 1:')Onsite ! 0
C
A(sf)
1.000
148756
Vreq (cf)
6198
1.2,
Vol prov'd 8826
OK?OK
Basin #(s)
Vol prov'd
OK?
TOTAL OFFSITE
TOTAL ONSITE
TOTAL-TOTAL
1 Basin #1
REQUIRED
0 cf
6198 cf
6198 cf
ELEV AREA (sf)VOL (cf)
40.0 2885
39.0 2170 2527.5
38.0 1518 1844.0
37.0 902 1210.0
TOTAL VOLUME 5581.5
5 Basin #5
ELEV AREA(sf)VOL (cf)
TOTAL VOLUME 0.0
D Tank group D
PROVIDED
0 cf
8826 cf
8826 cf
2 Basin #2
OK
OK
"OK
ELEV AREA (sf)VOL (cf)
40.0 2356
39.0 1600
38.0 932
1978.0
1266.0
TOTAL VOLUME 3244.0
ELEV AREA (sf) VOL (cf)
TOTAL VOLUME 0.0
A Tank group A
VOL (cf)
E Tank group E
DIA LEN VOL (cf)
3 Basin #3 4 Basin #4
ELEV AREA (sf) VOL (cf)
8 Basin #8
C Tank group C
DIA LEN VOL (cf)
TOTAL VOLUME 0.0
Page 1 of 4
Runoff from onsite watershed -routed through proposed basin
TITLE:TJ SC -FOUNTAIN HILLS
1 2 3 4 5
Storm distribution:Maricopa County
DRAIN PIPES ERROR MESSAGES FLOW DELTA
# of pipes
Diameter (in)
Inlet elev (ft)
Inlet coeff (C)
(0.5-1.0)
Neglect if4" (Y/N)
g (ft/sA2)
BROAD CRESTED WEIR
n
32.2
1
n n
32.2 32.2
2 3
n
32.2
4
100 YR PEAKQ
10 YR PEAKQ
2 YR PEAK Q
0.05
2.02
1.68
n
32.2
FREEBOARD
100 YR DEPTH
10 YR DEPTH
2 YR DEPTH
1.22
1.78
2.33
5
9 10
Crest elev
Width
Weir coeff
BASIN DEFINITION
1540.00
20.0
3.0
1
1539.00 1537.00
3.0 1.0
3.0 3.0
2 3 4 5 6 7 8
Elevation (ft)
Area (sq.ft.)
Volume (cu.ft.)
INPUT FLOWS
1537.00
902.00
0.00
PEAKQ
1537.00 1537.00
902.00 902.00
0.00 0.00
Tc
1537.00
902.00
0.00
1537.00
902.00
0.00
1537.00 1538.00 1539.00
902.00 2450.00 3770.00
0.00 1676.00 4786.00
1540.00 1541.00
5241.00 6925.00
9291.50 15374.50
M
CALCULATIONS
Exist 100 year
Exist 10 year
Exist 2 year
Future 100 year
Future 10 year
Future 2 year
BASIN PERCOLATION
20.18
12.93
8.14
27.62
17.54
11.05
5.00
5.00
5.00
5.00
5.00
5.00
100 YR 10 YR 2YR
MAX ELEVATION =
MAX OUTFLOW =
MIN FREEBOARD =
MAX DEPTH a
lX STORED VOLUME =
MINIMUM BLDG FFE =
MAX PIPE FLOW =
1539.78 1539.22
20.13 10.91
1.22 1.78
2.78 2.22
8306.4 5798.4
1540.78 1540.22
0.00 0.00
20.13 10.91
2.78 2.22
0.00 0.00
0.00 0.00
1538.67 ft
6.46 cfs
2.33 ft
1.67 ft
3752.6 cu.ft.
1539.67 ft
0.00 cfs
6.46 cfs
1.67 ft
0.00 ft
0.00 hrs
Bottom perc rate
THRESHOLD RETENTIO
60.00 (min/in)
N
MAX OVERFLOW =
MAX DEPTH OF OVERFLOW =
MAX RETAINED DEPTH =
TIME TO DRAIN =Soiltypeon-site (B.C.D,I)
Developed condition:
Drainage area
1 hr,-1-yr rainfall depth
Existing runoff coeff
Future runoff coeff
0.00
acres
in
mm£m THRESHOLD RETENTION NOT APPLICABLE
Notes:
Routing Data
0$
TSC-FOUNTAIN HILLS
APPENDIX C
PRELIMINARY GRADING &DRAINAGE PLAN
12409 W. Indian School Rd.,C-303,Avondale,AZ 85392
Phone (623)-536-1993
July 28,2014