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Home My WebLink AboutMisc Documents r claiming title to any portion of the Property by adverse possession, any person or entity leasing,renting or otherwise occupying any lot or part thereof,and any person or entity claiming interest in a lot or part thereof under a contract of sale. E. "Representative" shall mean a person,persons,or entity designated in a document of record in the Official Records of Brazos County,Texas, as the representative of 60- JONES ASSOCIATES, LTD., with the authority set forth herein and/or in said document. II. EASEMENTS AND SETBACKS 60-JONES ASSOCIATES, LTD., hereby dedicates to the Public a perpetual utility easement"EASEMENTS" in, along, under, over, across, and through each of the tracts described on Exhibit A attached hereto in the locations shown on Exhibit"A", and on any subsequent plat of such Property. Utility companies shall have the right to construct, operate, maintain, inspect, reconstruct, multiply, change the size of and remove such utility lines and facilities (including without limitations of the generality thereof, water, sanitary sewer, storm sewer, drainage and gas pipelines, mains, conductors, and all appurtenances thereto and electric distribution and communication lines,wires,conduits,guy wires,poles,connections and all appurtenances thereto), as it or they may from time to time desire, together with the right of ingress and egress within the Boundaries of such Easements. The width and locations of the utility easements shall be as shown on Exhibit "A" attached hereto. The easement shall extend below ground level sufficiently to accommodate utilities and extending upward to a plane of sufficient height above the ground to include utility equipment as constructed. III. RESTRICTIONS For the purpose of creating and carrying out a uniform plan for the parceling and sale of the Property described on Exhibit"A"attached,the following restrictions,including without limitation, restrictions, covenants, declaration, easements, limitation, agreements, and conditions (hereafter collectively called the "Restrictions"),are hereby established and adopted to apply uniformly to the use, occupancy and conveyance of all the Tracts described on Exhibit "A" attached hereto. Every contract, deed or conveyance which may be hereafter executed with regard to any of the Property described on Exhibit A shall be conclusively deemed to have been executed,delivered and accepted JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 2 subject to the following Restrictions, even if the Restrictions are not set out in full and are not incorporated by reference in such contract of sale,deed,lease or other transfer of and interest in such parcel. A. BUILDING. CONSTRUCTION. AND USE RESTRICTIONS 1. The Property is restricted against any of the following uses or activities and the Property and all portions thereof may not be used for any of the following activities and none of the following businesses or facilities maybe conducted or located on any portion of the Property. The uses,businesses,or facilities which may not be conducted on,used on,built on,moved on or located on the Property are: Concrete Plants, Asphalt Plants, Junk Yards, Pick-A-Part facilities, Manufactured Homes, Mobile Homes or Livestock Sale facilities, Chicken Houses,Feed Lots, Swine Parlor,Dairy Barns, Motorized Racing facilities, Motor Cross facilities or Adult Entertainment facilities. 2. The authority of 60-JONES ASSOCIATES, LTD., and/or the Committee, as stated in this Declaration, continues until such time as (1) 60-JONES ASSOCIATES, LTD., ceases to own any of the lots subject to this Declaration,and(2)60-JONES ASSOCIATES, LTD., records in the Official Records of Brazos County, Texas a document terminating its authority and responsibilities with regard to the Property.Accordingly,any owners of any portion of the Property shall also have the right to enforce these Restrictions and Covenants. 3. As to all of the Property and all tracts or parcels into which the Property maybe subdivided no building or structure except fences may be located on any portion of the Property(a) nearer to the Front Line of the Property or tract or parcel of the Property than twenty-five(25') feet, or(b)nearer to the side boundary of the Property or a tract or parcel of the Property than sixteen(16) feet or(c)nearer to the Back Line of the Property or a tract or parcel of the Property than twenty-five (25')feet. However,in no event will any building or structure be located on any of the Property less than those requirements set by governmental requirements.The"Front Line"of the parcel is that side which abuts Jones Road. A Back Line shall be the property line or lines of the Property that are opposite to a Front Line or Jones Road. 4. No Building or structure that contains a restroom or bathroom facility shall be built without a State of Texas or other required governmentally approved septic tank or other sewage disposal system that is so approved. JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 3 5. The color scheme,design,height,configuration,building material and location of all structures located on any of the Property shall be subject to approval of an Architectural Control Committee("Committee"). Approval to build may be denied if the Committee is of the opinion in the Committee's sole and absolute discretion that such color scheme, design, height, size, configuration or location will be detrimental to any of the adjoining Property or any other property. The initial Committee shall be composed of James E. Jett, Ardian McDonald, Jr., and William P. Catalena,and a majority vote of the Committee shall control. In the event of the death or resignation of a Member or Members of the Committee the remaining Member or Members may appoint the replacement. If there are no remaining Members then Jones shall have the right to appoint the successor Members. 6. To ensure a consistency of design, appearances, and materials throughout the Property,all"Fences Fronting"(as further defined below)must conform to the following standards: (1) the style "Post and three Rail," in the color white, with posts eight (8') feet apart on center, (2) constructed of either wood or polyvinyl, (3) a minimum/maximum height of 51-53 inches, a minimum/maximum rail width of 5 to 6 inches; and, (4) all fences must be aligned with any contiguous neighbors fencing(if such exist)and placed"on"the property line parallel and contiguous to the aforementioned Jones Road. The term "Fences Fronting" shall mean fences that adjoin, or abut on Jones Road. An owner is not required to construct a fence along Jones Road but in the event they elect to do so, such fence shall meet the four standards as set out above for"Fences Fronting". "Side fences" or"back fences"are not required to meet those standards and may be constructed as the owners needs and wishes dictate. 7. Driveways shall be surfaced in asphalt or concrete, or crushed white stone. 8. The committee reserves the right and power to grant variances for any of the Restrictions or requirements set forth herein. B. GENERAL RESTRICTIONS. 1. No noxious or offensive trade or activity shall be carried on upon any parcel nor shall anything be done which may be or become any annoyance or nuisance to an Owner of any other portion of the Property or adjoining land. JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 4 , 2. No part of the Property shall be used or maintained as dumping grounds for rubbish. Trash and garbage shall be kept in proper receptacles and such receptacles shall be kept in a clean and sanitary condition, not seen from any street, public or private. 3. No act may be performed which is likely to pollute the air or water in any part of the Property,nor may any property owner violate,any ordinance designated to eliminate pollution at that time in force whether it be State, County or City. 4. No firearms may be discharged on the Property. 5. The Property shall be further restricted to comply with the rules terms and provisions of the "Fire Flow" Requirements labeled on Schedule I attached hereto, and the Water Systems Report labeled Schedule II and attached hereto. IV. WATER SERVICE The Property is serviced by Brushy Water Supply Corporation. Each Owner of any portion of the Property desiring said water service shall be required to contract directly with Brushy Water Supply Corporation. The cost of water, tap fees, membership fees, expansion reserve fees, installation fees, monthly use fees and meters shall be subject to the fee schedule of Brushy Water Supply Corporation and paid by each individual Owner.This paragraph does not prohibit an Owner of a portion of the Property from having his or its own well subject to appropriate health ordinances. V. MISCELLANEOUS PROVISIONS 1. The foregoing Restrictions and Covenants are adopted as part of and shall apply to each and every portion of the Property. Such Restrictions are equally for the benefit of all subsequent owners of parcels of the Property and accordingly, shall be covenants running with the land. Any owner of, or the lien holder of, any of the Property shall have the power to prosecute in the appropriate court a suit at law or in equity to prevent any violation or attempted violation of the Restrictions and Covenants and to recover the damages for any violation or attempted violation including,but not limited to,reasonable attorney's fees,provided,however,that this clause shall not restrict any governmental agency from acting to enforce any of the Restrictions. 2. The term of the Restrictions and Covenants shall be for a period from the filing of this instrument for record in Brazos County,Texas,until the 1 S`day of March 2017. After such date such JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 5 T Restrictions shall be automatically extended for successive periods of ten(10)years each,unless and until by instrument executed by the then record owners of a Ninety percent (90%) of the Property and duly recorded in the Official Record of Brazos County, Texas, agreeing that such Restrictions are altered, rescinded, modified or changed, in whole or in part. 3. Nothing contained in this document,nor any violation of any of the Restrictions shall have the effect of impairing or affecting the rights of any mortgagee,or trustee under any mortgage or deed of trust outstanding against all the Subdivision of any portion thereof. 4. Any and all rights, powers and reservations of 60-JONES ASSOCIATES, LTD., herein contained may be assigned to any person, corporation, or association which will assume the duties pertaining to the particular rights, powers and reservations assigned, and upon any such person,corporation of association's evidencing its consent in writing to accept such assignment and assume such duties,he or it shall,assign and assume such to the extent of such assignment,have the same rights and powers and be subject to the same obligations and duties as are given to and assumed by 60-JONES ASSOCIATES, LTD. 5. Every person who now or hereafter owns or acquires any right,title or interest in or to any of the Property shall be conclusively deemed to have consented and agreed to every covenant, condition, reservation and restriction contained herein, whether or not any reference to this declaration is contained in the instrument by which such person acquires an interest in the property. 6. The invalidity, violation, abandonment, waiver of, or failure to enforce anyone or more of, or any part of, the provisions of this document shall in no way affect or impair the remaining provisions or parts thereof which shall remain in full force and effect. 7. 60-JONES ASSOCIATES, LTD., its successors and assigns, shall have the right to bring within the scheme of this Declaration additional properties thereby subjecting such additional lands to this Declaration,by filing of Record, a Supplementary Declaration with respect to such additional property which shall extend the scheme of this Declaration to such property. Such Supplementary Declaration may contain such complementary additions and modifications of the covenants and restrictions contained in this Declaration as may be necessary to reflect the different character,if any,of the added properties as are not inconsistent with the scheme of this Declaration.In no event,however,shall such Supplementary Declaration revoke,modify,or add to the covenants established by this Declaration within the existing Property. JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 6 1 • T Dated this the -7 day of /iI Q , 2007. 60-JONES ASSOCIATES, LTD., a Texas limited partnership By: 60-JONES ASSOCIATES, LLC., a Texas limited liability company,General Partner 1 1'7 ' • ,T0704 J 'e,"7"f- , General Partner THE STATE OF TEXAS § § COUNTY OF BRAZOS § This instrument was acknowledged before me on this the 7#kday of /114y President of 60-Jones Associates, 2007, by ,j A�i5 E fa7r` LLC., a Texas limited liability company, acting in its capacity as General 'artner o 60-J•nes Associates, Ltd., a Texas limited partnership, on behalf of said partnership .' ' / ' ,'7I , JAY DoSWATSON P ' N• �'ublic, State of Texas r� My pommtsstom 1 "ommission Expires: (Is.r. �i1►, JUNE 2,2009 , THE STATE OF TEXAS § § COUNTY OF BRAZOS § This instrument was acknowledged before me on this the day of , 2007, by , President of , a Texas corporation, on behalf of said corporation. Notary Public, State of Texas My Commission Expires: THE STATE OF TEXAS § § COUNTY OF BRAZOS § This instrument was acknowledged before me on this the day of , 2007, by . Notary Public, State of Texas My Commission Expires: JDW/JF 60-JONES ASSOCIATES,LTD/RESTRICTIONS 7 SCHEDULE I FIRE FLOW REQUIREMENTS ADDENDUM TO THE DEED RESTRICTIONS FOR AGGIELAND BUSINESS PA A. Building Size Restrictions 1. The size of all buildings in the Aggieland Business Park shall be restricted by the available fire flow in accordance with Table B105.1 (Minimum Required Fire Flow and Flow Duration for Buildings) of the latest edition of the International Fire Code. The Building Types listed in the table are defined in the latest edition of the International Building Code. Excerpts from the International Fire Code and the International Building Code (on the date that these Deed Restrictions were adopted) are shown in Exhibits A and B respectively. Exception: A reduction in required fire flow of up to 50%lcsprinkler sallowed when the building is provided with an approved autom system installed in accordancewith InSect ion 903.3.1.1 l Fire Code.r 903.3.1.2 (or applicable future references) of the2. The available fire flow at each building site shall be determined through an analysis of the water system by an available flowrate engineer who is ed to shall be the ice in the State of Texas. The maximum flowrate at which the following two conditions are both met in the system within the Aggieland Business Park and along Jones Road through the limits of the Aggieland Business Park: a. A residual pressure of at least 20 psi is maintained. b. The maximum water velocity through any pipe is 12 feet per second. The initial Water System Report for the Aggieland Business Park is provided in Exhibit C, but it should only be used as a general guide during preliminary discussions for i eda5iduflaa b�lcd re isg tadded and n Wes. A. new alflow teysis lst ll still be necessary for each site data becomes available. 3. The Fire Hydrant Flow Tests shown in No. 2. 1n Exhiit D may be usd in the water New hydrant flow teste system analysis describeddata may also be used as infrastructure is installed nof the water sdyste Thesee b tests shall only be performed y the owner/operator B. Number and Distribution of Fire Hydrants The following table shall be used in determining the required number of hydrants and their spacing for all building sites in the Aggieland Business Park. Fire Flow I Minimum ; Max. Spacing Minimum Distance from any point on Requirement ; No.of I between street or Road Frontage to a Hydrant(ft) (gpm) ; Hydrants I Hydrants(ft) 1750 or less i 1 ---- ----------�--__—__—_____-----�--600 �-------------3--------------�-----..__.. 2000-22502 600 I_—J____ ..____300 --- -------- -----_----- 2500 3 600 300 -1 3000 -i_ 3 4 ----.----- -- -... ---— -- 600 300 _ 3500-4000 - __-- - .----_.—.._.— 600 300 , — — -- 4500-5000 _-1 5 -'--' __.----- , 300_ _ --- 600 _ —.-_-------------16-6------- _I .---- _..-----300— ..----- -- • 5_500 6 —l----600 6000 }---6—._._� -- —_ — ----- _-a �_—_� 600 I 300 -_.--6500-7000 a_____._—_-___-.. 7500 or more 4 8 * I 600 �.----------------300------------- • One hydrant for each 1000 gallons per minute or fraction thereof. C. Exhibits Exhibit A Table B105.1 Minimum Required Fire Flow and Flow Duration from Buildings (excerpt from International Fire Code) Exhibit B Definitions of Building Types (excerpt from International Building Code) Exhibit C Water System Report for Aggieland Business Park—April, 2007 Exhibit D Fire hydrant flow test reports Palle 2 „l-, Exhibit A Excerpt from international Fire Code Table B105.1 Minimum Required Fire-Flow and Flow Duration for Buildings , Exhibit A APPENDIX B TABLE B105.1 MINIMUM REQUIRED FIRE-FLOW AND FLOW DURATION FOR BUILDINGS' FIRE-FLOW CALCULATION AREA(square feet) . FIRE-FLOW FLOW DURATION Type IA and IBb Type IIA and IIIAb Type IV and V-Ab Type IIS and Ile Type V-Bb (gallons per minute)` (hours) 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 2 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 3 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 • 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 •1164,201-183,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 ,i 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 4 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 - - 125,501-135,500 90,601-97,900 55,701-60,200 6,500 - - 135,501-145,800 97,901-106,800 60,201-64,800 6,750 i - - 145,801-156,700 106,801-113,200 64,801-69,600 7,000 - - 156,701-167,900 113,201-121,300 69,601-74,600 7,250 - - 167,901-179,400 121,301-129,600 74,601-79,800 7,500 - - 179,401-191,400 129,601-138,300 79,801-85,100 7,750 - - 191,401-Greater 138,301-Greater 85,101-Greater 8,000 For SI: 1 square foot=0.0929 m2, 1 gallon per minute=3.785 L/m,1 pound per square inch=6.895 kPa. a. The minimum required fire flow shall be allowed to be reduced by 25 percent for Group R. b. Types of construction are based on the International Building Code. c. Measured at 20 psi. 2006 INTERNATIONAL FIRE CODE® nnn Exhibit 13 Excerpt from International Building Code Chapter 6 Types of Construction CHAPTER 6 TYPES OF CONSTRUCTION 602.4.2 Floor framing.Wood beams and girders shall be of SECTION L sawn or glued-laminated timber ann hshad all bon not les ss than 16 GENERAL inches (152 mm) nominal inches (254 mm) nominal in depth. Framed sawn or 601.1 Scope.The provisions of this chapter shall control the n of buildings as to type of construction. glued-laminated timber arches,which spring from the floor classification line and support floor loads, shall be not less than 8 inches (203 mm)nominal in any dimension.Framed timber trusses SECTION 602 supporting floor loads nom nal lhave in anymembers onf not less than 8 CONSTRUCTION CLASSIFICATION inches(203 mm) Roof framing. Wood-frame or glued-laminated e02.1erect General. Buildings an eis ht oruarea shall be classres erected or ified 602.4.3 for roofframing. Wwhich Wood-frame loads,shall from the ha in one altered fiver construction extended in height line archesor from grade construction,do not support floor in one of the 602.5. he building types is definedl in have a fire 602.2 h The building elements shall have afire-resis- members not less than 6 inches(152 mm)nominal in width e throngand have less than 8 inches(203 mm)nominal in depth for • tance gashall have a fire-resistance ldrating not less athan that the lower half of the height and not less than 6 inchesdepth for riot wallsmm)nominal in depth for the upper half. Framed or glued- 602.1.1 in Table 602. requirements. A building or portion laminated arches for roof construction that spring from the there 1 Minimum a top of walls or wall abutments, framedtimberrtFloor trueloads,s and thereof shall not be required to onto me,which e emeet oftails the other roof framing,which do not Supp hall type of construction higher than that typ , have members not less than 4 inches (L02 mm) nominal in minimum requirements such based on occupancy even though oftwo of such a building actually conform to a width and not less than 6 inches(152 mm)nominal in depth. certain featuresSpaced members shall be permitted to be composed higher type of construction. e those types or more pieces not less than 3 inches (76 mm) nominal in 602.2 Types I and II.Type I and II construction ar yP d in Table thickness where blocked solidly throughout their interven- of construction in which the building elements slpermit ed in ing spacess ere spaces are throughout closedut a conii r w Se are of noncombustible materials, except as p ous wood cover plate of not less than 2 inches (51 mm) ' Section Type603 and elsewhere in this code. nominal in thickness secured to the underside of the mem- I bers. Splice plates shall be not less than 3 inches ved auto(76 ) 602.3 III.Type III construction is that type of construc- tion in which the exterior walls are of noncombustible materi- als and the interior building elements are of any material uratic sprinklers under the roof deck, framing members permitted by this code. Fire-retardant-treated wood framing shall be not less than 3 inches(76 mm) nominal in width. complying with Section 2303.2 shall be permitted within exte- riorout concealed wall assemblies of a 2-hour rating or less. aces. Wood floors shall be of sawn or glued-laminated P e IV.Type IV construction (Heavy Timber,walls are) is of splined or tongue-and-groove,of not less than 3 inches(76 602.4Type that type of construction in which the exterior mm) nominal in thickness covered 1-inch (25 mm) nominal dimension tongue-and-groove with in (25 mm) noncombustible materials and the interior building elements `„ice or diagonally,or 0.5 inch(12.7 mm)particleboard are of solid or laminated wood without concealed hpaces.The he prov'i planks not less than 4 inches(102 mm)nominal in width set details Type IV construction shall comply corn with provi- sions of this section.Fire-retardant-treated wood framing on edge close together and well spiked and covered inch um solid 1-inch (25 mm) nominal dimension flooring or 15/„ plying with Section 2303.2 shall be permitted within exterior (12 mm) wood structural or 0.5 inch mm) wall assemblies with a 2-hour rating orre less. Minim I' sawn nominal IV constrdimensionsuction in are . Fuor glud ed laminated memtures t particleboard.The lumber shall panel laid 5so- that (12.7 conmm) tinu- except usingthe Type iv cen net finishedn (HTwidth and depths correspond- ous Floors line sofljoints ot will occur than 0,5 t points h (I 2.7 support.u ) bers\.; theeminimum net nwidthwalls.Suchha0.5-incht extend (1closer .7 ser space shall be 12and by a o ing to minimum nominal and depths of solid sawn molding fastened to the wall and so arranged that it will not lumber are required as specified in Table 602.4. lues obstruct the swelling or shrinkage movements of tree ori_ 602.4.1 Columns. Wood columns shall be sawn or g Corbeling walls under the floor shall be permit- ted laminated and shall not be less than 8 inchesfloor loadstand ed to be used inplaceof molding. `' m), nominal,in any dimension where supporting 602.4.5 Roofs.Roofs shall be without concealed spaces and not lessththan 6 inchess l52 )mm) nominal in width and not laminated,sp,cesined less than 8 inches (203 mm) nominalC indepth where sup-cowood roof decks shall be sawn or glued (51 mm) porting roof and imp ceiling loads only. ect d inns shall be approvedvn- or tongue-and-groove plank,not less than 2 inches, 5lSmm sinuous or superimposed and connected in an nominal in thickness, 11/g-inch-thick(32 mm) manner. truc- 85 2006 INTERNATIONAL BUILDING CODE® TYPES OF oONSTRUCTION than 3 inches 5. Interior floor finish and doorsdoor interior framefinish, window sashes nanld finks edge close together and work such a rural panel(exterior glue),or of planks frames. (76 mm) nominal in width, set on of deckig shall be (4572 mm) above laid permitted regbe uforse if pr. idinr e uivalent fire resistance 6. Where not installed ovens l5ef ee r 7o andruc tor be used providing q grade, show windows, g windows,strips andng wooden bulkheads below show and structural properties. adns apo show cases. their frames,aprons st6ucti Partited by. notiless shall two ofsolid wood con-5 applied directly to the floor slab or to struction matched boards not less than layers7. Finished flooring• pp mm) or laminated constructionance-ra4 inches 2 7 e-resistance-rated construc- wood sleepers that are fireblocked in accordance with (102 mm)thick,or of 1 hour fir Section 71 tion. onions of stores,offices or similar places ns dividing by one tenants of eandfthat not separation 602.4.7 on o f 20r feet(6096 members.e iWhere rovided,wood 8. places Partitions d c snoop serving an occupantnly load ofd 30 nt columns and arches conforming mm)or more shall be permitted to be constructed of ire columns externally. timber sizes shall establish dant-treated wood, 1-hour fire-resistance-rated con- 602.5 be permitted to be used ex d anels or similar light of construction stn,ction or of wood p 602.5 which the V.Type V construction is that type up to 6 feet(1829 mm) in height. in structural elements, e ermined by this code. and interior 9. Stages and platforms constructed in accordance with walls are of any materialsPSections 410.3 and 410.4,respectively. 10. Combustible exterior wall coverings, balconies and SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I similar projections and bay or oriel windows in accor- dance with Chapter 14. AND II CONSTRUCTION such as for handrails,millwork,cabinets and 603.1 I window and door frames. Chapter 26. permitted Allowable materials.TCombustible construction in the ll be 11' Blocking sties as permitted by P in buildings .3 Type I° Type12. Light-transmitting pla following applications and in accordance with Sections materials applied to provide flex 603.1.l through 603.1.3: 13. Mastics and caulking of exterior wall con- ermitted in: ible seals between components 1. Fire-retardant-treated wood shall be p struction. 1.1. Nonbearing partitions where the required rating is 2 hours or less. 14. Exterior plastic veneer installed in accordance with fire-resistance is Section 26052. 1.2. Nonbearing exterior walls where no fire rating 15. Nailing or furring strips as permitted by Section 803.4. required. P Note d to Table 601 and III girders, trusses, 16. Heavy timber as ermitted by 1.3. Roof construction, includingSections 602.4.7 and 1406.3. framing and decking. Type I construc- tion of 17, aggregates, component materials and admixtures as Exception: In buildingspermitted by Section 703.2.2. tion exceeding two stories in height, fire-retardant-treated wood is not permitted in ra ed fire-resistant materialdse�eined on the basisd intumescent roof construction when the vertical distance 18• Sprayed f fire-resistance tests in accordance with Section from the upper floor to the roof is less than 20 mastic fire-resistant cocco dance with Section Sectio1704.10 fent(60o6 mm). 703.2 and installed in a 1704.11,respectively. 2. Thermal and acoustical flameel insulation,rode o f nr than foam 19 andt1704. used to protect penetrations in etre resis 2lastics,having a spread index of not more than 25 tance-rated assemblies in accordance with Section 712. Exceptions: of 20. Materials used to protect joints in fire-resistance-rated placed between two layers assemblies in accordance with Section 713. 1. Insulationu spaces of buildings noncombustible shall b materials withoutdtoanv i afla n of Type I and II construction in accordance with in airspace be allowed to have a flame 21 Materials allowed in the concealed g spread index of not more than 100. tion 717.5. with Sec- 2. Ind so Insulation installed d between ar en finishedg floor p plenums complying aha solid docking without intervening airspace 22. Materials exposed within p not be allowed to have a flame spread index of Section 602 of the International Meduat MechanicalCode. beeper- not more than 200. 603.1.1 Ducts.The use of nonmetallic accordance with Chapter 26. mitred when installedintaccc or anCode with the limitations of 3. Foam plastics in the International 4. Roof coverings that have an A, B or C classification. 2006 INTERNATIONAL BUILDING CODE® 66 in The use of combustible piping materials shall lhab Pip g• be permitted when installed in accordance with the limitations of the International Mechanical Code and the International Plumbing Code. 603.1.3 Electrical. The use of electrical wiring methods with combustible insulation, tubing,hen installedsand relat d components shall be permitted dance with the limitations of the ICC Electrical Code. TABLE 601 RE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(hours) FI � �� • a4�4� a 0 1 BUILDING ELEMENT ®®a 0 a 0 0 0I/III 2 0 Bing walls 0 0 ill Exteriors Interior See Table 602 Nonbearing walls and partitions Interior[ 0 0 i Exterior 0 See Section 602.4.6 0 • 0 0 0 0 • Nonbearing walls and partitions 0 0 IIIII 0 • Floor construction 0 111111 Including supporting beams and joists Oc'° WOO Roof construction l;�Z� t Including supporting beams and joists 304.8 mm. girders,beams,trusses and spandrels having direct connections to the columns and bracing members For Si: 1 foot=a.The structural framenedto shall gravity considered loads to be the columns and the g where shall be considered a roofsecondary e on. loads.The members of floor or roof panels which have no connection to the columns be sewn ary rting 1 members designed carry 1 hour t and not a part of the structural frame. wails are permitted to be reduced bypoof roof framing and decking rame cb. Roofin supports:rFire-resistance H,M an ratings copstancies, repro and bearing in Group F-1,H,M and S-1 occupancies,fire protection of structural members shall not be required,including protection c. Exceptn is 20 feet or more above any floor immediately below.Fire-retardant-treated wood members shall be allowed to be used part of the roof construction where every required. for such unprotected members. used for an to basuastitued i1-hour accordance be sist ce-n edco s ranu tion,pro- d.In all occupancies,heavy timber shall be allowed where a 1-hour or less fire-resistance rating is allow system in accordance with Section 9033.o1C1 shall be allowed to be substituted for 1 all fire-resistance-rated construction, e. An approved automatic sprinkler y ble hiighsuch easystem a not crwiserequiredbyo.2. provisions e d. height increase in accordance with Section by ocher sections of this code.the fire resistance of exterior walls s f. Not less than the fire-resistance ratingrequired g. Not less than the fire-resistance rating based on fire separation distance(see Table 602). it g 67 • 2006 INTERNATIONAL BUILDING CODE® - r.0.t¢7[K�W1-.:..uroYw7n::lr se u,^.w•rc`«,til-'.rFrs,vv.:,�:Y.y..^.:.-.,y, v n J�e;cu,t. Y+l4stat•rasiata4i:.riaE+KY=.Zgx+Y'4 4l TYPES OF CONSTRUCTION TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASEDOCCUPANCY O CFIRE SEPARATION DISTANCES' ° OCCUPANC 3_1 GROUP A,B,E,OCCUPANCY I,R,S-2,Ub FIRE SEPARATION DISTANCE=X GROUP H GROUP F-1,M, (feet) TYPE OF CONSTRUCTION iim amrmuommIIIIIIIIIImmm IA 5 <X <10 Others a 1 1 IA,IB 1111 0 0 IIB,VB id 105__ X<30 I Others 0 0 X>_ 30 0 For SI: 1 foot=304.8 mm. with the fire-resistance rating requirements of Table 601. a. Load-bearing exterior walls shall also comply ® b. For special requirements for Group U occupancies see Section 406.12 c. See Section 705.1.1 for party walls. Id. Open parking garages complying with Section 406 shall not be required to have a fire-resistance rating. e. The fire-resistance rating of an exterior wall is determined based upon the fire separation distance of the exterior wall and the story in which the wall is located. I TABLE 602.4 WOOD MEMBER SIZE 6 MINIMUM GLUED-LAMINATED NET SIZE MINIMUM NOMINAL SOLID SAWN SIZE Width,Inch Depth,inch Width,inch Depth,inch 8'/4 IIIIIIIIIIIIIIIIIIII 6}/4 8 101/2 111.111111.111111111111111121111111111 6 10 IIIIIIIIMIIIIIIII 11111111111111111111111 6 8 6 6 6'/a 6 • IINIIIIIIIIIIIIII For SI: 1 inch=25.4 mm. • T A *it it 1 t. r. I i;- 1.* Lti,. 2006 INTERNATIONAL BUILDING CODE® ;,6;i- BB Exhibit C Water System Report for Aggielafd Business Park College Station, Texas SCHEDULE II Water System Report for Aggieland Business Park College Station, Texas April, 2007 Prepared By= Civil Development, Ltd. 2033 Harvey Mitchell Parkway South College Station, Texas 77845 (979) 764-7743 I * .�•.�.. *,\ 1, 65923 • WATER SYSTEM REPORT Aggieland Business Park College Station,Texas April 13,2007 General Information and re rt is to establish the maximum flowrates that Purpose: The purpose of this analysisp° are available to the tracts of land within the Aggieland Business Park. Location: The Aggieland Business Park is located in the ETJ of College Station at the intersection of SH 60 and Jones Road. Land Use: Commercial Subdivision Design Criteria Corporation) Primary Water Supply: Existing 10"line along Jones Road(Brushy Creek Water Supply rp Minimum Pressure: 20 psi Maximum Velocity: 12fpsPV14 C909 Pipe: Roughness Coeff: 150(Hazen Williams) Hydraulic Software: Haestad Methods WaterCAD v.6.0 Existing System Pressure Tests Flow Hydrant: New hydrant on Jones Road at the future intersectionEmperial Loopand Jones of Road Flowrate: 1187 gpm Gauge Location: Hose bib on nearby house(approx. 0.5 mi from the flow hydrant) Static Pressure: 78 psi (180 ft water) Residual Pressure: 50 psi(115 ft water) A. Water System Analysis Summary i at Lots 7 &8 Mn- PipeNo. Maximum Pressure I Location I Velocity(fps) Flow 'Si 1600 21.43 Lot 8 FH 10.21 P-1 B. Water System Analysis Summary inside Business Park Mn. [ovation Maximum Pressure Location Velocity(fps) Flow ,si 2200* ` 20.83 i 1Lot 8 FH 1 11.96 P-5 *Note: This flowrate is split between two adjacent fire hydrants(FH 1 and FH 2) Applicable Exhibits: Exhibit A—Flow Test Report Exhibit B—Water System Schematic Exhibit C—Computation of Max. Flowrates at Lots 7&8 Exhibit D—Computation of Max. Flowrates within Park Conclusion Based on the computer model,the maximum flowrate that is available to Lot the B 8 unn de er the Cs y's Desgpm Guidelines is 1600 gpm, and the maximum flowrate that is available It is assumed that these fire flows are not occurring at the same time. These maximum flowrates will determine the size and type of building that can be constructed on these lots. Exhibit A Water System Flow Test Report Date: April 11,2007 Water System Owner: Brush Creek Water District Development Project: A::'eland Business Park Flow Test Location: Jones Road (approx. 1800 ft NW of FM 60) Discharge Coef: (c): 0.9 Nozzle size(in.): 2.5 50 Flowrate formula: Q29.84cd2pin Pitot Reading(psi): c=discharge cod. d=orifice size(in) p=pitot pressure(psi) Flowrate(gpm): 1187 computed Pressure Guage Location: Hose bib on house(approx. 1/2 mi away) Static (psi): 78 Residual (psi): 55 Note: Kent Laza was not present at the Report prepared by: �� test. It was conducted by Steven Cast. signature / Kent Laza printed tome Others present: Steven Cast Jone5d.2 1-�. .i60 SOS 6 FH - 'roaoe • • • A ,`2 • N , - \ ro • o,,• S QP Co <c4 o a% A ct 51- ff •it. S Q� :Qy o' SCHEMATIC OF EXISTING *am Drmorwort La* `•'' '•11.11' 11.111-�0 2033 Hurray MMd PnrkwY Sam WATER SYSTEM CollegeStec,r�+no-w 029.Caogo Motion,TE02111 T77342 6Q 30 AGGIELAND BUSINESS PARK `°(9 764-7743 FLOC(079)" 5' SCALE IN FEET Exhibit C Aggieland Business Park Water System Analysis Computation of Max. Flovdrate at Lots 7 & 8 Pipe Summary - Fire Flow Conditions Morns Doge Velocity Length ® Material C Wm) (Ws)Label 1021 15000 _1,600.00 P_1 128 8 PVC 150.00 -1,600.00 6.54P-2 2401 10 PVC 150_00 0_55 0 P-3 882 717 6 10 PPVC VC 150.00 0.55 0.01 P-4 1 7 8 PVC 150.00 0.55 P-5 107 8 0 PVC 150.00 0.55 0 P-6 565 gPVC 150.00 0.55 P-7 564 8 PVC 150.00 0.55 0 0 P- 6 8 PVC 150.00 0.00 0 P-99 3 36 150.00 0.00 P-10 581 6 PVC PVC 150.00 0.55 0.01 P-11 361 Junction Summary - Fire Flow Conditions Label Elevation Demand PY drauyc Grade Pressure ® (gpm) 1111011111 (Psi) 4�0 90 41.06 EmLoop-1 306 0.0 400.90 39.76 FH 1 309 0.0 4-00.90 41_� FH 2 306 0.0 400.90 40.19 FH 3 308 0.0 400 90 41.06 FH 4 306 0_0 400.90 42.79 FH 5 302 0.0 40d 90 43.01 FM60-1 301.5 0.0 FM60-2 295 0.0 40090 45.82 0.0 400.90 40.19 JonesRd-1 308 JonesRd-2 320 373.81 2328 0.0 369.52 21.43 Lot 8 FH 320 1,600_0 Lowest Pressure= 21,43 Exhibit Aggieland Business Park Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - F1fe Flow Conditions Hagen-Wdtsams 9e Velocity Length Diameter Label C (Win) ((Ws)111111111111131111r 0 150.00 0.00 P-1 128 8 PVC 150.00 0.00 0 P-2 2401 10 PVC 150 �� -325.67 1.33 P-3 882 10 PVC 150_00 -325.67 3.7 P-4 107 8 717 68 PVC PVC 150.00 1,874.33 11.96 P-5 1PVC 150.00 774.33 4.94 P-6 5958 150.00 -325.67 2.08 P-7 564 4 8 PVC 150.00 -325.67 2.08 P-9 3 456 g PVC 8 PVC 150.00 0.00 0 P-9 6 PVC 150.00 0.00 0 P-10 581 PVC 150.00 -325.67 3.7 P-11 361 6 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydmufic Grade Pressure ® (gpm) (Psi) 0.0 359.93 23.33 EmLoop-1 306 363.33 23.51 FH 1 309 1,100.0 FH 2 306 1,100.0 358.14 22.56 FH 3 308 0.0 359.13 22.12 23.33 306 0.0 359.93 FH4 FH 5 302 0.0 35893 25.06 0.0 362.50 26.39 FM60-1 301.5 31.42 0.0 367.61 FM60-2 295 368_13 26.02 JonesRd-1 308 0.0 0 0 368.13 20.83 JonesRd-2 320 368.13 20.83 Lot 8 FH 320 0.0 Lowest Pressure = 20.83 Exhibit E Aggieland Business Park (Phase I only) Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - Fire Flow Conditions Hazer-Williams Discharge Velocity Length Diameter C (gpm) (Ills) Label ® 0.00 0 PVC 150.00 0 P-1 240128 8 PVC 150.00 0.00 0 P-2 10 150.00 0.00 PVC 0 P 3 882717 10 150.00 0.00 P-4 717 6 PVC 150.00 1,850.00 11.81 P-5 107 8 PVC PVC 150.00 0.00 0 P-67 59 0 8 PVC 150.00 0.00 P-7 3166 Junction Summary - Fire Flow Conditions draulic Grade Pressure Label Elevation Demand Hy382.57 31.83 - ® (gpm) (Psi) FH 1 309 1,850.0 0.0 382.57 33.13 306 FH 2 382.57 32.26 FH 3 308 0.0 301.5 0.0 387.25 37.10 FM60-1387 25 39.91 FM60-2 295 0.0 0.0 387.25 34.29 JonesRd-1 308 JonesRd-2 320 387.25 29.10 0.0 387 25 29.10 Lot 8 FH 320 0.0 Lowest Pressure= 29.10 nd Business Park involves the construction of the 8"line from Jones Road to a terminus *Note: Phase 1 of the�9elaerial Loop. approximately 1000 feet along Em P Water System Flow Test Report Date: April ll, Water System Owner: Brushy Creek Water District Development Project AL_ •land Business Park a ro�.. 18�ft NW ofFM60)Flow Test Location Jones grad pp Discharge Coef: (c) Discharge Nozzle size (in_}: 29 84cc� 112 SQ F`lowxate formula: 0: c discge Pitot Reading(psi): d=orifice size(I) p=pitot pressure(psi) Flowrate(ggm): 111;7 computed Pressure Guage Location nose bib on house(aFProx. 112 mi away) Static (psi): 78 5� Residual(psi): not present at the 4)F Nate: Kent Laza was Steven t'a ort prepared by: test. It,vas corutucte 1 by st. RepOrt � signature � Laza printed name Others present: 5tev Cast R . IL--! fr 1 11 '4,L11 ttVi . 0 0 0 0 N O iiiki lint i`ll i 'I 11111111l Illi gi ll g 6 III a1111 1 " it1 g 11A 411 Al 11s TI ' 11, i 1. ted :lip iiiii B i 5 li « . ;1. 41 ill 15 r E� Nr,� a 1 G 'Y `Y+ F ;+ t P cD'� N pr onyIs O e , E ,ill "" e 1 IS / ,J = I !I m Hi illP 11. 410 . il • Q1n) 1 11 5 a O O ¢n 1 .( ' mr A D e p II:I:XN�A00 n i+ oIN i m +; Cenrvop.ow 0 ,.- ` 1 Ig /,./ LA.\ Ni,„. O \ \ F N SSExst 4 � \N. Or %J a 4 q �a w \\\: / R G i1 J N \„ .;• +s+ e coy' AS w \ \ Nei y+yq? ll >0 1 \ + / ou X904+. f•1 /., S v. 9i 51 I5 Sys ?s;'q,. * RA 1. A9a il x� /+,r y b � a G6G m s tiF i e r;� ti 4 4a ; ?s,:,, $ ;a k i, 4 Y 9 N k A n N. siK{aa��{ 9 0 n >o rr A' CO v TI D P, 8, to cm rn In t=>rZ y 837. DDD0 ,ia<m ,, (n a °vc> NLO yr2mCO <rnOW —i D 0°% �0w1'LO (0J J> - .......,10� r fTl 11,4 ii ,,,?9� Z000� llC71 C 7m�n C z ,`' .. m m 03(.0,71m D__i--I -to A N G") (n Z n r0+r a, 0 (7 Water System Report for Aggieland Business Park College Station, Texas April, 2007 Prepared By: Civil Development, Ltd. 2033 Harvey Mitchell Parkway South College Station, Texas 77845 (979) 764-7743 * l'' ji i Ni Ari• 'A,.. 65923 , t, t t'x"" s i y//6/o7 WATER SYSTEM REPORT Aggieland Business Park College Station,Texas April 13,2007 General Information Purpose: The purpose of this analysis and report is to establish the maximum flowrates that are available to the tracts of land within the Aggieland Business Park. Location: The Aggieland Business Park is located in the ETJ of College Station at the intersection of SH 60 and Jones Road. Land Use: Commercial Subdivision Design Criteria Primary Water Supply: Existing 10"line along Jones Road(Brushy Creek Water Supply Corporation) Minimum Pressure: 20 psi Maximum Velocity: 12 fps Pipe: PVC DR-14 C909 Roughness Coeff.• 150(Hazen Williams) Hydraulic Software: Haestad Methods WaterCAD v.6.0 Existing System Pressure Tests Flow Hydrant: New hydrant on Jones Road at the future intersection of Emperial Loop and Jones Road Flowrate: 1187 gpm Gauge Location: Hose bib on nearby house(approx.0.5 mi from the flow hydrant) Static Pressure: 78 psi(180 ft water) Residual Pressure: 50 psi(115 ft water) A. Water System Analysis Summary at Lots 7&8 I Min. Maximum Pressure Location Velocity(fps) j Pipe No. Flow (psi) 1600 21.43 Lot 8 FH 10.21 P-1 B. Water System Analysis Summary inside Business Park Min. !I MaximumPressure ( Location j Velocity(fps) Location Flow (psi) 2200 * � 20.83 Lot 8 FH 11.96 P-5 *Note: This flowrate is split between two adjacent fire hydrants(FH I and FH 2) Applicable Exhibits: Exhibit A—Flow Test Report Exhibit B—Water System Schematic Exhibit C—Computation of Max. Flowrates at Lots 7&8 Exhibit D—Computation of Max.Flowrates within Park Conclusion Based on the computer model,the maximum flowrate that is available to Lot 7&8 under the City's Design Guidelines is 1600 gpm, and the maximum flowrate that is available within the Business Park is 2200 gpm. It is assumed that these fire flows are not occurring at the same time. These maximum flowrates will determine the size and type of building that can be constructed on these lots. Exhibit A Water System Flow Test Report Date: April 11, 2007 Water System Owner: Brushy Creek Water District Development Project: Aggieland Business Park Flow Test Location: Jones Road (approx. 1800 ft NW of FM 60) Nozzle size (in.): 2.5 Discharge Coef: (c): 0.9 Pitot Reading(psi): 50 Flowrate formula: Q=29.84cd2p'rz c=discharge coef. d=orifice size(in) p=pitot pressure(psi) Flowrate (gpm): 1187 computed Pressure Guage Location: Hose bib on house(approx. 1/2 mi away) Static (psi): 78 Residual (psi): 55 Report prepared by: Note: Kent Laza was not present at the signature / test. It was conducted by Steven Cast. Kent ia7a printed mane Others present: Steven Cast Jones"-2 'ro a LOT B FH �,4oao • - A .\2 ., \ foams • s \\,,,... Q o'er 6 7o ‘,. 1A 45, O >Ay� asp i e ooa 60V ‘1' SCHEMATIC OF EXISTING *Cava La* B Nam iii Elm ii miiiimim WATER SYSTEM 203CoSege Hovey MRdnel P.'177840 wy SoCollege �fo uth «,TexasAGGIELAND BUSINESS PARK P.O.Bur 11928-Cape Sn.Tares 77812 60 30 0 60 "7 9"84-7 7 4 ' FEY(979)78`7759 SCALE IN FEET Exhibit C Aggieland Business Park Water System Analysis Computation of Max. Flowrate at Lots 7& 8 Pipe Summary - Fire Flow Conditions Label Length Diameter Material Hazen-Wiams Discharge Velocity (ft) (in) C (9Pm) (ftls) P-1 128 8 PVC 150.00 -1,600.00 10.21 P-2 2401 10 PVC 150.00 -1,600.00 6.54 P-3 882 10 PVC 150.00 0.55 0 P-4 717 6 PVC 150.00 0.55 0.01 P-5 107 8 PVC 150.00 0.55 0 P-6 595 8 PVC 150.00 0.55 0 P-7 564 8 PVC 150.00 0.55 0 P-8 456 8 PVC 150.00 0.55 0 P-9 36 8 PVC 150.00 0.00 0 P-10 581 8 PVC 150.00 0.00 0 P-11 361 6 PVC 150.00 0.55 0.01 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ft) (gPm) (ft) (Psi) EmLoop-1 306 0.0 400.90 41.06 FH 1 309 0.0 400.90 39.76 FH 2 306 0.0 400.90 41.06 FH 3 308 0.0 400.90 40.19 FH 4 306 0.0 400.90 41.06 FH 5 302 0.0 400.90 42.79 FM60-1 301.5 0.0 400.90 43.01 FM60-2 295 0.0 400.90 45.82 JonesRd-1 308 0.0 400.90 40.19 JonesRd-2 320 0.0 373.81 23.28 Lot 8 FH 320 1,600.0 369.52 21.43 Lowest Pressure= 21.43 Exhibit D Aggieland Business Park Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - Fire Flow Conditions Label Length Diameter Maw Hazen-Wiams Discharge Velocity (ft) (i ) C (Wm) (ft/s) P-1 128 8 PVC 150.00 0.00 0 P-2 2401 10 PVC 150.00 0.00 0 P-3 882 10 PVC 150.00 -325.67 1.33 P-4 717 6 PVC 150.00 -325.67 3.7 P-5 107 8 PVC 150.00 1,874.33 11.96 P-6 595 8 PVC 150.00 774.33 4.94 P-7 564 8 PVC 150.00 -325.67 2.08 P-8 456 8 PVC 150.00 -325.67 2.08 P-9 36 8 PVC 150.00 0.00 0 P-10 581 8 PVC 150.00 0.00 0 P-11 361 6 PVC 150.00 -325.67 3.7 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ff) m (ft) (Psi (9P ) EmLoop-1 306 0.0 359.93 23.33 FH 1 309 1,100.0 363.33 23.51 FH 2 306 1,100.0 358.14 22.56 FH 3 308 0.0 359.13 22.12 FH 4 306 0.0 359.93 23.33 FH 5 302 0.0 359.93 25.06 FM60-1 301.5 0.0 362.50 26.39 FM60-2 295 0.0 367.61 31.42 JonesRd-1 308 0.0 368.13 26.02 JonesRd-2 320 0.0 368.13 20.83 Lot 8 FH 320 0.0 368.13 20.83 Lowest Pressure= 20.83 Exhibit E Aggieland Business Park (Phase 1 only*) Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - Fire Flow Conditions Label Length Diameter Material Hazen-Williams Discharge Velocity (ft) (in) C (9Pm) (ftls) P-1 128 8 PVC 150.00 0-00 0 P-2 2401 10 PVC 150.00 0.00 0 P-3 882 10 PVC 150.00 0.00 0 P-4 717 6 PVC 150.00 0.00 0 P-5 107 8 PVC 150.00 1,850.00 11.81 P-6 595 8 PVC 150.00 0.00 0 P-7 316 8 PVC 150.00 0.00 0 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ft) (gpm) (ft) (Psi) FH 1 309 1,850.0 382.57 31.83 FH 2 306 0.0 382.57 33.13 FH 3 308 0.0 382.57 32.26 FM60-1 301.5 0.0 387.25 37.10 FM60-2 295 0.0 387.25 39.91 JonesRd-1 308 0.0 387.25 34.29 JonesRd-2 320 0.0 387.25 29.10 Lot 8 FH 320 0.0 387.25 29.10 Lowest Pressure= 29.10 *Note: Phase 1 of the Aggieland Business Park involves the construction of the 8" line from Jones Road to a terminus approximately 1000 feet along Emperial Loop. ADDENDUM#1 TO WATER SYSTEM REPORT Aggieland Business Park College Station,Texas August 8, 2007 original report dated April 13, 2007 General Information The purpose of Addendum No. 1 to the Water System Report for the Aggieland Business Park is to provide information to the City of College Station and the Brushy Creek Water District regarding the flow test that was conducted on the newly installed hydrant between Lots 7 and 8 in Phase 4 of the subdivision. The hydrant is located approximately 3400 feet northwest of FM 60 on Jones road. It is intended to provide fire protection for Lots 7 and 8 in Phase 4 of the development as indicated on the Preliminary Plat. Findings and Conclusion The flow test was conducted by Steven Cast,who represented the Brushy Creek Water District. The report on the flow test is shown in Exhibit A. Data from this report was used as input to the WaterCAD model to determine available flowrates at this location. The model was set up for a demand of 1600 gpm as in the original report. The results of the model are summarized in Exhibit B. They show that at a flowrate of 1600 gpm, the minimum system pressure was 49.97 psi. Subsequent modeling runs at higher flowrates indicated that the system could support up to 3000 gpm and still maintain minimum pressures above 20 psi. These results are significantly better than predicted in the original report and demonstrates that the Brushy Creek Water System is capable of providing adequate flowrates in this area. a is 04S..1)g � '� •D� ,� . AIS Ark 86y23 aCO pnik- • ? ; s „Jr g/8/0-7 Exhibit A Water System Flow Test Report Date: August 7, 2007 Water System Owner: Brushy Creek Water District Development Project: Aggieland Business Park Flow Test Location: Jones Road (approx. 3400 ft NW of FM 60) Nozzle size (in.): 2.5 Discharge Coef: (c): 0.9 Pitot Reading (psi): 40 Flowrate formula: Q=29.84cd2p I/2 c=discharge coef. d=orifice size(in) p=pitot pressure(psi) Flowrate (gpm): 1062 computed Pressure Guage Location: Hose bib on house (approx. 1/4 mi away) Static (psi): 76 Residual (psi): 60 Report prepared by: 1`y signature Kent Laza printed name Others present: Steven Cast Jim Jett Exhibit B Aggieland Business Park Water System Analysis (Phase 4) August 7, 2007 Pipe Summary - Fire Flow Conditions Label L Length Diameter Hazen- Discharge Velocity � Construction (ft) (in) Material Williams C (gpm) ( ) Phase m ftts P-1 128 8 1 PVC 150.00 j -1,600.00 10.21 t Phase 4 P-2 2401 10 PVC 150.00 0.00 0 offsite P-3 540 10 PVC 150.00 0.38 0 offsite P-4 342 10 PVC 150.00 0.17 0 offsite P-5 717 6 PVC 150.00 0.17 0 offsite P-6 276 6 PVC 150.00 0.17 0 Phase 2 P-7 90 6 PVC 150.00 0.17 0 Phase 2 P-8 440 8 PVC 150.00 0.21 0 Phase 2 P-9 286 8 PVC 150.00 0.21 0 Phase 2 P-10 456 8 PVC 150.00 0.38 0 Phase 2 P-11 466 8 PVC i 150.00 0.38 0 Phase 1 P-12 394 8 PVC 150.00 0.38 0 Phase 1 P-13 432 8 PVC 150.00 0.38 0 Phase 1 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Pressure Construction Grade j Phase (ft) (gpm) (ft) 1 (psi) EmLoop-1 306 0.0 439.78 57.88 Phase 2 FH 1 308.5 0.0 439.78 56.80 Phase 1 FH 2 305 0.0 439.78 58.31 Phase 1 FH 3 308 0.0 439.78 57.02 Phase 2 FH 5 305 0.0 439.78 58.31 Phase 2 FH4 305 0.0 439.78 58.31 Phase 2 FM60-1 301.5 0.0 439.78 59.83 offsite FM60-2 295 0.0 439.78 62.64 offsite Jones Rd-1 302 0.0 439.78 59.61 offsite JonesRd-2 308 0.0 439.78 57.02 offsite JonesRd-3 320 0.0 439.78 51.82 offsite Lot 8 FH 320 1,600.0 I 435.50 49.97 I Phase 4 Lowest Pressure = 49.97 Water System Report for Aggieland Business Park College Station, Texas April, 2007 Prepared By: Civil Development, Ltd. 2033 Harvey Mitchell Parkway South College Station, Texas 77845 (979) 764-7743 110%`i 3 65923 is WATER SYSTEM REPORT Aggieland Business Park College Station,Texas April 13,2007 General Information Purpose: The purpose of this analysis and report is to establish the maximum flowrates that are available to the tracts of land within the Aggieland Business Park. Location: The Aggieland Business Park is located in the ETJ of College Station at the intersection of SH 60 and Jones Road. Land Use: Commercial Subdivision Design Criteria Primary Water Supply: Existing 10" line along Jones Road(Brushy Creek Water Supply Corporation) Minimum Pressure: 20 psi Maximum Velocity: 12 fps Pipe: PVC DR-14 C909 Roughness Coef 150(Hazen Williams) Hydraulic Software: Haestad Methods WaterCAD v.6.0 Existing System Pressure Tests Flow Hydrant: New hydrant on Jones Road at the future intersection of Emperial Loop and Jones Road Flowrate: 1187 gpm Gauge Location: Hose bib on nearby house(approx. 0.5 mi from the flow hydrant) Static Pressure: 78 psi(180 ft water) Residual Pressure: 50 psi(115 ft water) A. Water System Analysis Summary at Lots 7&8 Min. Maximum Pressure j Location Velocity(fps) Pipe No. Flow (psi) i G 160-0-) 21.43 i Lot 8 FH 10.21 P-1 i i r B. Water System Analysis Summary inside Business Park Min. Maximum j Pressure ! Location j Velocity(fps) i Location flaw { i (Psi) r 2200* ) 20.83 Lot 8 FH 11.96 P-5 *Note: This flowrate is split between two adjacent fire hydrants(FH 1 and FH 2) Applicable Exhibits: Exhibit A-Flow Test Report Exhibit B-Water System Schematic Exhibit C-Computation of Max. Flowrates at Lots 7&8 Exhibit D-Computation of Max. Flowrates within Park Conclusion Based on the computer model,the maximum flowrate that is available to Lot 7 & 8 under the City's Design Guidelines is 1600 gpm, and the maximum flowrate that is available within the Business Park is 2200 gpm. It is assumed that these fire flows are not occurring at the same time. These maximum flowrates will determine the size and type of building that can be constructed on these lots. Exhibit A Water System Flow Test Report Date: April 11,2007 Water System Owner: Brushy Creek Water District Development Project: Aggieland Business Park Flow Test Location: Jones Road (approx. 1800 ft NW of FM 60) Nozzle size(in.): 2.5 Discharge Coef: (c): 0.9 Pitot Reading(psi): 50 Flowrate formula: Q=29.84cd2p1rz c=discharge coe£ d=orifice size(in) p=pitot pressure(psi) Flowrate(gpm): 1187 computed Pressure Guage Location: Hose bib on house(approx. 1/2 mi away) Static(psi): 78 Residual (psi): 55 Report prepared by: Note: Kent Laza was not present at the signature / test. It was conducted by Steven Cast. Kent Laza printed name Others present: Steven Cast J° , sgc1-2 • o� K161 r LST 8 F" • 'tdv %O►'i Iht.s.47 / .O Q F A r o Y ;, (tx• ys • co°i SCHEMATIC OF EXISTINGCM 1.1= 1.1= -,..... B Michel2033 WATER SYSTEM College r�anaw 60 30 0 60 WATER BUSINESS PARK °B°°"'°-7743 °' .Tenn 759 "'9"°""' F""9'9"6"'� SCALE IN FEET Exhibit C Aggieland Business Park Water System Analysis Computation of Max. Flowrate at Lots 7 & 8 Pipe Summary - Fire Flow Conditions Label Length Diameter Materia Hazen-Williams Discharge Velocity (ft) (n) C (9Prn) (Ns) P-1 128 8 PVC 150.00 -1,600.00 10.21 P-2 2401 10 PVC 150.00 -1,600.00 6.54 P-3 882 10 PVC 150.00 0.55 0 P-4 717 6 PVC 150.00 0.55 0.01 P-5 107 8 PVC 150.00 0.55 0 P-6 595 8 PVC 150.00 0.55 0 P-7 564 8 PVC 150.00 0.55 0 P-8 456 8 PVC 150.00 0.55 0 P-9 36 8 PVC 150.00 0.00 0 P-10 581 8 PVC 150.00 0.00 0 P-11 361 6 PVC 150.00 0.55 0.01 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ft) (gPm) (ft) (Psi) EmLoop-1 306 0.0 400.90 41.06 FH 1 309 0.0 400.90 39.76 FH 2 306 0.0 400.90 41.06 FH 3 308 j 0.0 400.90 40.19 FH 4 306 0.0 400.90 41.06 FH 5 302 0.0 400.90 42.79 FM60-1 301.5 0.0 400.90 43.01 FM60-2 295 0.0 400.90 45.82 JonesRd-1 308 0.0 400.90 40.19 JonesRd-2 320 0.0 373.81 23.28 Lot 8 FH 320 1,600.0 369.52 21.43 Lowest Pressure= 21.43 Exhibit D Aggieland Business Park Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - Fire Flow Conditions Label Length Diameter I Hazen-Williams Discharge Velocity (ft) (in) C (Wm) (Ws) P-1 128 8 PVC 150.00 0.00 0 P-2 2401 10 PVC 150.00 0.00 0 P-3 882 10 PVC 150.00 -325.67 1.33 P-4 717 6 PVC 150.00 -325.67 3.7 P-5 107 8 PVC 150.00 1,874.33 11.96 P-6 595 8 PVC 150.00 774.33 4.94 P-7 564 8 PVC 150.00 -325.67 2.08 P-8 456 8 PVC 150.00 -325.67 2.08 P-9 36 8 PVC 150.00 0.00 0 P-10 581 8 PVC 150.00 0.00 0 P-11 361 6 PVC 150.00 -325.67 , 3.7 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ft) (gPm) (ft) (Psi) EmLoop-1 306 0.0 359.93 23.33 FH 1 309 1,100.0 363.33 23.51 FH 2 306 1,100.0 358.14 22.56 FH 3 308 0.0 359.13 22.12 FH 4 306 0.0 359.93 23.33 FH 5 302 0.0 359.93 25.06 FM60-1 301.5 0.0 362.50 26.39 FM60-2 295 0.0 367.61 31.42 JonesRd-1 308 0.0 368.13 26.02 JonesRd-2 320 0.0 368.13 20.83 Lot 8 FH 320 0.0 368.13 20.83 Lowest Pressure= 20.83 Exhibit E Aggieland Business Park (Phase 1 only*) Water System Analysis Computation of Max. Flowrate within Park Pipe Summary - Fire Flow Conditions Label Length Diameter Material Hazer-INilliamDischarges Discharge Velocity (ft) (in) C (gPm) (mss) P-1 128 8 PVC 150.00 0.00 0 P-2 2401 10 PVC 150.00 0.00 0 P-3 882 10 PVC 150.00 0.00 0 P4 717 6 PVC 150.00 0.00 0 P-5 107 8 PVC 150.00 1,850.00 11.81 P-6 595 8 PVC 150.00 0.00 0 P-7 316 8 PVC 150.00 0.00 0 Junction Summary - Fire Flow Conditions Label Elevation Demand Hydraulic Grade Pressure (ft) (gPm) (ft) (Psi) FH 1 309 1,850.0 382.57 31.83 FH 2 306 0.0 382.57 33.13 FH 3 308 0.0 382.57 32.26 FM60-1 301.5 0.0 387.25 37.10 FM60-2 295 0.0 387.25 39.91 JonesRd-1 308 0.0 387.25 34.29 JonesRd-2 320 0.0 387.25 29.10 Lot 8 FH 320 0.0 387.25 29.10 Lowest Pressure= 29.10 *Note: Phase 1 of the Aggieland Business Park involves the construction of the 8" line from Jones Road to a terminus approximately 1000 feet along Emperial Loop.