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HomeMy WebLinkAboutFolder,,_ FOR OFFICE USE ONLY / P&Z CASE NO.: ~~~ DATE SUBMITTED:~-'?-Q 3 SITE PLAN APPLICATION MINIMUM SUBMITTAL REQUIREMENTS $200.00 Development Permit Application Fee. f Site plan application completed in full. $200.00 Application Fee. $600.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved.) D Ten (10) folded copies of site plan. D A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. D Parkland Dedication requirement approved by the Parks & Recreation Board , please provide proof of approval (if applicable). LEGAL DESCRIPTION Lot 10A, Block1 Gateway Subdivision APPLICANT (Primary Contact for the Project): Name ____ V~e~ro~n~ic~a~J~·=B~.M~or~a~a~n ________ _ E-Mail v@mitchellandmorqan.com Street Address -----=51-'-1'-=U'""ni'"'"'ve=r=si'"'"'ty'--'D=r'"'-'iv'-"e-=E=a=s.,._t,-=S=u=ite=2=0c..:.4 __________________ _ City ----'C=o=ll=e""'"'qe"'"-=S=ta=ti=on'-'--------State TX Zip Code __,_7_,_78=-4=0'--------- PhoneNumber ______ ~9..:...79=--=26~0~-6~9~6~3 ___ _ Fax Number 979-260-3564 PROPERTY OWNER'S INFORMATION : Name ___ ~J=o~h~n...._K=e=e~n_--=D=a-'--"rd=e~n~R=e=s=ta=u=ra~n=ts'-------E-Mail Street Address ---=6=90=0._L=a=k=e-=E=ll=e'-"no=r-=D=r.:...:.iv=e ________________________ _ City ___ O~rla=n~d=o _______ _ State FL Zip Code -~3=2~8~09~----- PhoneNumber _____ ---'4=0..:...7--=2~45=--~4~00=0'-----Fax Number 407-245-4310 ARCHITECT OR ENGINEER'S INFORMATION: Name ____ ~V~e~ro~n~ic~a~J~·=B~·~M~o~ra~a~n _______ _ E-Mail v@mitchellandmorqan.com Street Address ____ _,5<....:1~1_,U=n.:.:..;iv:..::e""'rs=it.,_y-=D::..:..ri:..:..ve=-=E=a=st~, S=u=i=te'--"2=0c..:.4 __________________ _ City __ ___,C=o=lle=q"-"e'-'S=t=a=tio=n,__ ____ _ State TX Zip Code __ _,_77'""'8=-4=0 _____ _ PhoneNumber ___ 9=7~9'--'-2=6=0~-6=9=6=3 ______ _ Fax Number 979-260-3564 OTHER CONTACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc.) Name_~W~e~n~di~D=-a~u_g~ht~e~rs~-~F~o~r~em~ar~k~,L=t~d~. ______ _ E-Mail Street Address _________ 8=2=3=5-=D=o=u=q=la=s...._A.:...:.v=en""u=e'"'-. -=S-=u·,_,_,1te=-9=-4"'"""5'---------------- City -----~D=a=lla=s _____ _ State TX Zip Code _7..:...5=2=2~5 ______ _ Phone Number (214) 561-6507 Fax Number (214) 561-6535 Site Plan.DOC 08/01/02 1of3 cunRENT ZONING C-1 I ~--~-------------------------- PRESENT USE OF PROPERTY Vacant -------------------------~ PROPOSED USE OF PROPERTY Restaurant --.:....:.=-=-:==-=:....;-=---------------------~ ·VARIANCE(S) REQUESTED AND REASON(S) _-'-N"""'/A-'----------------- #OF PARKING SPACES REQUIRED 110 #OF PARKING SPACES PROVIDED 121 ----------- MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION Total Acreage __ #of Multi-Family Dwelling Units Floodplain Acreage __ x $345 = $ Housing Units __ __ # of acres in floodplain # of 1 Bedroom Units # of acres in detention #of 2 Bedroom Units __ # of acres in greenways # of 3 Bedroom Units __ date dedication approved by Parks Board # of 4 Bedroom Units COMMERCIAL FOR 2 BEDROOM UNITS ONLY Total Acreage 1.963 __ # Bedrooms = 132 sq. ft. Building Square Feet 7, 103 __ # Bedrooms < 132 sq. ft. Floodplain Acreage 0 NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Signature of Owner, Agent or Applicant SITE PLAN CHECKLIST Site Plan.DOC 08/01/02 Date 2 of 3 DEVELOPMENT PERMIT PERMIT NO. 03-63 Project: RED LOBSTER WATER LINE FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: BLOCK 1 LOT10 GATEWAY PHASE DATE OF ISSUE: 2/06/04 OWNER: DARDEN RESTAURANTS TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: SITE ADDRESS: UNIVERSITY DRIVE AT HOME DEPOT DRAINAGE BASIN: Burton Creek VALID FOR 9 MONTHS CONTRACTOR: Full Development Permit All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requ irements of the City's Unified Development Ordinance, prior to any operations of this permit. The clean ing of equipment or materials within the drip line of any tree or group of trees that are protected and required to rema in is strictly prohibited . The disposal of any waste material such as , but not limited to, paint, oil, solvents, asphalt, concrete, mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited. TCEQ PHASE II RULES IN EFFECT The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Pol icy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original cond ition , placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area inside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Owner/Agent/Contractor Date 09 /04/2003 10:05 FAX 9792603564 SEP-02-03 15:25 FROM:CHRISTDN COMPANY MITCHELL and MORGAN 9722331501 f4J 003 /006 T0:9792603564 PAGE :02 Project Name: Delmar Baronhead I, Ltd. STATE'OF TEXAS § COUNTY OF BRAZOS § AGREEMENT TO ACCEPT DONATION THIS AGREEMENT is made by and between the State of Texas, acting by and through the Texas Department of Transportation, hereinafter called the "Department," and Delmar Baronhead I, Ltd., a Texas limited partnership, having its principal place of business in Addison, Texas, hereinafter called the "Donor." WITNESS ETH WHEREAS, Transportation Code, §201 .206 authorizes the Department to accept, from any source, a donation or contribution in any form, including realty, personalty, money, materials, or services, for the purpose of carrying out its functions and duties; and WHEREAS, Government Code, Chapter 575 requires the governing board of a state agency, not later than the 90th day after a gift or donation valued at $500 or more Is accepted, to acknowledge the acceptance of the gift or donation by majority vote at an open meeting, and prohibits a state agency from accepting a donation from a person who is a party to a contested case before the agency until the 30th jjay after the date the decision in the case becomes final; · and WHEREAS, pursuant to these provisions, and to provide guidance on when a gift or donation may be accepted by the Department, the Texas Transportation Commission (the "Commissionn) has adopted rules relating to Department acceptance of gifts and donations, codified as Title 43, Texas Administrative Code, §§1.500-1.506; and WHEREAS, pursuant to 43 TAC §1.503(a), acceptance of a gift or donation must be approved by order of the Commission, except that a gift or donation valued under $500 may be approved by the Department's Executive Director; and WHEREAS, in accordance with 43 TAC §1.503(b), the Donor is not subject to Department regulation or oversight, is not interested in or likely to become Interested in any contract, purchase, payment, or claim with or against the Department, and is not a party to a contested case before the Department: and WHEREAS. pursuant to 43 TAC §1.503(b), a gift or donation may be accepted if the Donor is not subject to Department regulation or oversight, or interested in or likely to become Interested in any contract, purchase, payment, or claim with or against the Department, and the Donor is not a party to a contested case before the Department until the 30th day after the decision in the case becomes final; and WHEREAS. notwithstanding the foregoing, 43 TAC §1 .503(c) ·authorizes the Comm~ssion to approve the acceptance of a gift or donation if it determines acteptance would provide a significant public benefit and would not influence or reasonably appear to influence the · Department in the performance of its duties; and Donation -Donation Page 1 of 4 Revised 8/1 /03 09 /04/2003 10:06 FAX 9792603564 SEP-02-03 15:25 FROM:CHRISTON COMPANY MITCHELL and MORGAN 9722331501 141004 /006 T0:9792603564 PAGE:03 Project Name: Delmar Baronhead I. Ltd. WHEREAS, the Donor has an official relationship with the Department, as a developer whose relationship with TxDOT could include future right of way acquisition or approval of access driveway permits: and WHEREAS, notwithstanding this official relationship, acceptance of the donation will not influence or reasonably appear to influence the Department in the performance of its duties as the donor initiated the donation and is not necessary for TxDOT's facility; and ' WHEREAS, acceptance of the donation will provide a significant public benefit, as the donation will improve the front slopes and back slopes of the SH 6 west frontage road and will also eliminate future maintenance of the drainage ditch; and •••• WHEREAS, the Donor is offering to donate materials and labor valued at approximately $85,000 for improvements within the right of way of State Highway 6 in the City of College Station, Brazos County, Texas: and WHEREAS, the Commission, by Minute Order No. 109345, has authorized the Department to accept the donation; and WHEREAS, pursuant to 43 TAC §1.5Q,4(a), to effect a gift or donation valued at more than $1500, the Donor and the Department must execute a donation agreement. NOW, THEREFORE, in consideration of the agreements of the parties hereto. to be respectively kept and performed by them as described below, it is agreed as follows: AGREEMENT ARTICLE 1. DONATION AND USE THEREOF A. The Donor desires to donate and the Department accepts property described as dirt to be used for filli ng a ditch which will direct drainage to a drop inlet located on the donor's property. This work will be done in accordance with plans developed by Mitchell and Morgan, L.L.P., dated July 2003. All monetary donations shall be remitted to the Finance Division, Texas Department of Transportation, 125 E. 11th St., Austin, Texas 78701-2483. B. The estimated value of t~e property donated is $85,000.00. ARTICLE 2. REPRESENTATIONS AND WARRANTIES A. The Donor represents and warrants that it has unrestricted and full use of the property and items described above and that by signing this agreement it relinquishes and transfers all rights and interest in and use to the Department. B. The Department does not approve and is not responsible for any representations made by the Donor for tax purposes. Donation • Donation Page 2 of 4 Revised 8/1 /03 09/04 /2003 10:07 FAX 9792603564 MITCHELL and MORGAN ~ 005/006 SEP-02-03 15:25 FROM :CHRISTON COMPANY 9722331501 T0:9792603564 PAGE:04 Project Name: Delmar Baronhead I. Ltd. ARTICLE 3. DONATION ACCEPTED FOR LIMITED PURPOSES A. Acceptance of the donation herein described does not bind the Department to a course of action or promise of performance except as specifically described in Article 1, above, and the Donor agrees to such use of the donation. B. No benefit will accrue to the Donor as a result of the Department's acceptance of the donation except as specifically described in Article 1, above. ARTICLE 4. AVAILABILITY OF INFORMATION This agreement i~ public information and will be furnished to a requester under the Public Information Act, Government Code, Chapter 552. ARTICLE 5. NOTICES All notices to either party by the other party required under this agreement will be delivered personally or sent by U.S. Mail, postage prepaid, addressed to such party at the following respective addresses: Donor: Delmar Baronhead I, ltd. 15900 Dooley Road I Addison. TX 75001 ATTN: Frank Mihalopoulous Department: Ms. Catherine Hejl, P.E. Area Engineer 2102 Tabor Road Bryan, TX 77803 and shall be deemed to be received by the addressee on the date so delivered or so deposited in the mail, unless otherwise provided herein. Either party hereto may change the above address by sending written notice of such change to the other ln the manner provided herein. Donation -Donation Page 3 of 4 Revised 8/1/03 09/04/2003 10:08 FAX 9792603564 SEP-02-03 15:25 FROM:CHRISTON COMPANY MITCHELL and MORGAN 9722331501 141006 /006 T0:9792603564 PAGE:05 Project Name: Delmar Baronhead I. Ltd. IN TESi.IMONY WHEREOF1 the Department and the Donor have executed duplicate counterparts of this agreement. THE STATE OF TEXAS Executed for the Executive Director and approved by the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies, or work programs heretofore approved and authorized by the Texas Tra'nsportation Commission. By: Date 8 · c. f · 0'3 nice Mull nix irector of Contract Services Office of General Counsel Texas Department of Transportation THE DONOR The undersigned signatory warrants that he or she is an official representative of the organization making the donation described herein and that he or she is authorized to make the donation and to enter into this agreement on behalf of the organization. By: ~ Date Bl1~l0100~ Typed or Printed Name and Title _F_r_a_,q_'-k..,..M_i_h_a_lo __ p_o_u_lo_s_._Pr_e_s_i_d_en_t_o_f_D_e_l_m_ar __ _ , . Earonhead GP #1. LLC, the general partne~ of Delmar Baronhead I. Ltd. Donation • Donation Page 4 of 4 Revised 8/1/03 . w . Cl.. . ... w c . ta ..... A. °' ~ ...:-... c ()~ Qi J: ~ ..... ~ ~ • Cl u c: co £ .w ~ ·-ro • O'l J: a. ,., ro ta c . U ro ,., ·-:::E Qi c () () ... ,., GI > Spencer Thompson City of College Station Development Services P.O. Box 9960 College Station, Texas 77840 Re: Red Lobster Drainage Design Comments Dear Spencer, ro ~P~n l·~ c~·-C\-03 -September 9, 2003 This letter is in response to the Red Lobster Site Plan Engineering comments. Per the Engineering comment number 6, dated August 18, 2003, a connection to the stormwater line that goes into the regional detention pond should be provided as opposed to one that bypasses the pond. In the Drainage/Detention Report for the Home Depot, prepared by Bury & Partners, Inc. in August 2002, the entire Gateway subdivision was analyzed and detention provided for the entire site through the use of a regional detention pond. The calculations provided in the report specify that the Red Lobster site (i.e. drainage areas 11 and 13) are not routed through the pond, but rather discharge into the 66" RCP bypass pipe. The regional detention pond provides excess detention to account for the placement of the Red Lobster post-development stormwater volume directly into Burton Creek. The following exhibits provide the information necessary to substantiate bypassing the detention pond: 1. Exhibit 2 identifies the Red Lobster site as within proposed drainage area DA- lP with a total area of 42.5 acres. Proposed drainage area DA-2P is shown as encompassing 32.5 acres. 2. Exhibit 3 identifies the Red Lobster site and post-development drainage areas 11, 13 and 14 that are assigned to the site. 3. Table 1 includes the Rational Method calculations for the Gateway Subdivision. The highlighted areas are the post-development drainage areas identified in Exhibit 3. 4. Hydrograph report No. 2 had been included and shows that only DA-2P (32.5 ac) is routed through the regional detention pond 5. The pipe reports from the Bury & Partners drainage report show that the previously mentioned drainage areas are included in the calculations for the 66" RCP (shown as 60" RCP in the report) storm sewer that bypasses the regional detention pond. The areas provided in the 'Upstream Inlet Area' column are identical to those provided in Table 1 included with this letter. This information demonstrates that the drainage design performed by Bury & Partners, Inc. for the Gateway Subdivision does not include the routing of storm.water from the Red Lobster site to the regional detention pond. In addition we have provided a profile of the storm sewer system as well as the 100-year Hydraulic Grade Line. This exhibit indicates that there is ample capacity in the 66" RCP to carry the Red Lobster 100-year flow without backing up into the parking lots. If you have any questions or comments regarding the Red Lobster Drainage Design or the Dr ·nage/Detention Report for Home Depot, please feel free to contact me. Veronica J. Managing Partner Cc: file Patty Gates, Foremark, Ltd. Frank Mihalopoulos, Del Mar Realty Investors John Keen, Darden Restaurants Attachments: Excerpts from Bury & Partners, Inc. Home Depot Drainage/Detention Report, August 2002 :57 FAX 9792603564 MITCHELL and MORGAN General Red Lobster Engineer's Estimate Public Infrastructure Only 1 Mobilization L.S . Water 2 3 4 5 6 Sewer 7 8 9 10 11 6" PVC C900 CL200 with Structural Backfill 6" Plug 12" x 6" Tapping Sleeve & Valve 6"x 2"Tee Connect to Existing System 6" PVC ASTM 03034 Gravity Sanitary Sewer with Structural Backfill Drop Manhole (Existing Manhole--New Drop) Standard Manhole Connect to Existing System Trench Safety Contingency General Total Water Total Sewer Total Grand Total L.F . Ea. Ea. Ea. Ea. L.F. Ea. Ea. Ea. L.F. 15% 1: 210' 1 ! 2' 1 2, I 111 : 1 2 1 76 I la! 002/002 $3,500 $3,500 S40 S200 $2,500 $250 $2,000 $33 $1,000 $2,000 $2,000 $2 $8,400 $200 $5,000 $250 $4,000 $5,643 $1,000 $4,000 $2,000 $152 $5,122 $3,500 $17,850 $12,795 $39,267 . w 0: ... uJ c . ftS .... A. e' ~ ... -o ~ -G1 .... %~ .c <U • OI ~ c: m .!: ·-~ • OI %~ "" ro ftS c: . U ro "" ·-::E -c ! e "" ~ Spencer Thompson COCS-Development Services P.O. Box 9960 College Station, TX 77840 Catherine Hejl TxDOT-Area Engineer 2102 Tabor Road Bryan, TX 77803 Re: Gateway Subdivision Dear Spencer & Catherine, December 29, 2003 At the request of TxDOT we sh~ll be modifying the storm drain inlet located in the TxDOT right of way in front of the Gateway Subdivision. Frank Mihalopoulos, the owner and developer of the Gateway Subdivision has agreed to pay for the increased cost to place a "beehive" grate on the storm sewer junction box at this site. Brazos Paving, the contractor on the job, has been informed of this and is ordering the grate now and should be installing it shortly. If you have any questions please give us a call . Sincerely, ~ ~ ~~"--~c(S~ Veronica J.B . Morgan, P.E. Managing Partner Cc: Frank Mihalopolous, DelMar Realty Billy Prewitt, Brazos Paving File S:\Proj\03 l l-Red-Lobster-Site-Plan\Docs\Cvlter2spencer&Catherine.Doc •••••• • •• • •••••••••••••••••• TABLE 1: Rational F la D . Area Calculaf <{ ci ci 3:: 3:: 3:: > ~ <{ w <{ w 0::: 0 0 g~ 0::: :I: 0::: 0::: <{ I-..J ..J 3:: 3:: w I-w <{ <{ Cl) LL LL LL -0 0 3:: z cu 3:: (!) w w :::> w c c ..J ..J 0::: 0 z z zo LL LL ~ wz ~ !'.: (!) <{ LL U j u1 Cl) w CJ <{ 5 LL -j~ j 0::: :I: 0:::-:::!E ..J :::!Eu I-u z ..J 0::: 0 :t 0::: >: w I-WU <{ 0::: (!) 0::: ..J l: (!) l: 0 0::: 3:: 0::: 0 cj I-~ w 0 I-0. zw wz w ..J w (!) :::> z :::> u1 00 0 ..J ..J w 0 I() 0 0 0 0 :::!E :::> 0 >w > <{ >> (!) ~ I-..J I-w <{ CJ) N I() 0 ... I() N 0 I() 0 ... c I-0::: u 0 ..J 0 LL 0 <{ (!) > Cl) LL Cl) > u :::> ~ 0 !!2 0 :::: 0 ~ 0 !!2 0 :::: 0 No. Ac. % ft. ft. ft. tus ft. tus min min In/Hr cfs In/Hr cfs In/Hr cfs In/Hr cfs In/Hr cfs In/Hr cfs 1E 37.5 65.0 0.60 335 1.0 2.0 1700 2.8 300 6.0 14.0 14.0 5.4 121.1 6.6 148.4 7.4 167.3 8.5 191.4 9.6 216.8 10.1 226.2 2E 39.6 0.0 0.55 420 37.0 4.3 0 0 0 0 1.6 10.0 6.3 137.8 7.7 167.5 8.6 188.1 9.9 214.8 11.1 242.8 11.6 253.5 2P 32.5 90.0 0.90 325 2.0 1.0 400.0 4.8 1850 6.0 12.0 12.0 5.8 170.3 7.1 207.9 8.0 233.9 9.1 267.4 10.3 302.5 10.8 315.7 4E 5 8 0.55 750 3 2 0 0 0 0 6.3 10.0 6.3 17.4 7.7 21.2 8.6 23.7 9.9 21·.1 11.1 30.7 11.6 32.0 SP 2.3 10 0.55 600 3 2 0 0 150 6 5.4 10.0 6.3 8.0 7.7 9.7 8.6 10.9 9.9 12.5 11.1 14.1 11.6 14.7 Storm DrainaQe Area Calculations 1 11.0 90 0.90 350 A 5 510 3 1750 6 8.9 10.0 6.3 62.7 7.7 76.2 8.6 85.6 9.9 97.7 11.1 110.5 11.6 115.3 2 6.09 90 0.90 300 14 13 360 13 0 0 0.8 10.0 6.3 34.7 7.7 42.2 8.6 47.3 9.9 54.1 11.1 61.1 11.6 63.8 3 0.45 100 0.90 120 1.5 4 0 0 0 0 0.5 10.0 6.3 2.6 7.7 3.1 8.6 3.5 9.9 4.0 11.1 4.5 11.6 4.7 4 3.13 90 0.90 50 1 2 600 8 0 0 1.7 10.0 6.3 17.8 7.7 21.7 8.6 24.3 9.9 27.8 11.1 31.4 11.6 32.8 5 1.87 90 0.90 300 5 6 0 0 0 0 0.8 10.0 6.3 10.6 7.7 12.9 8.6 14.5 9.9 16.6 11.1 18.8 11.6 19.6 6 1.05 90 0.90 150 3 6 0 0 0 0 0.4 10.0 6.3 6.0 7.7 7.3 8.6 8.2 9.9 9.3 11.1 10.5 11.6 11.0 7 2.5 85 0.85 300 4 6 0 0 0 0 0.8 10.0 6.3 13.4 7.7 16.3 8.6 18.3 9.9 21.0 11.1 23.7 11.6 24.7 8 0.75 90 0.90 240 2 6 0 0 0 0 0.7 10.0 6.3 4.3 7.7 5.2 8.6 5.8 9.9 6.7 11.1 7.5 11.6 7.9 9 1.44 90 0.90 140 2 6 0 0 0 0 0.4 10.0 6.3 8.2 7.7 10.0 8.6 11.2 9.9 12.8 11.1 14.4 11.6 15.1 10 1.05 90 0.90 360 3.5 6 0 0 0 0 1.0 10.0 6.3 6.0 7.7 7.3 8.6 8.2 9.9 9.3 11.1 10.5 11.6 11.0 11 0.49 90 0.90 175 3 6 0 0 0 0 0.5 10.0 6.3 2.8 7.7 3.4 8.6 3.8 9.9 4.3 11.1 4.9 11.6 5.1 12 0.76 100 0.90 200 1.5 6 0 0 0 0 0.6 10.0 6.3 4.3 7.7 5.3 8.6 5.9 9.9 6.7 11.1 7.6 11.6 8.0 13 1.78 90 0.90 240 2 6 0 0 0 0 0.7 10.0 6.3 10.1 7.7 12.3 8.6 13.8 9.9 15.8 11.1 17.9 11.6 18.6 14 0.29 90 0.90 240 2 6 0 0 0 0 0.7 10.0 6.3 1.7 7.7 2.0 8.6 2.3 9.9 2.6 11.1 2.9 11.6 3.0 15 0.3 100 0.90 180 2 6 0 0 0 0 0.5 10.0 6.3 1.7 7.7 2.1 8.6 2.3 9.9 2.7 11.1 3.0 11.6 3.1 16 0.09 100 0.90 80 1.5 6 0 0 0 0 0.2 10.0 6.3 0.5 7.7 0.6 8.6 0.7 9.9 0.8 11.1 0.9 11.6 0.9 17 1.18 100 0.90 240 2 6 0 0 0 0 0.7 10.0 6.3 6.7 7.7 8.2 8.6 9.2 9.9 10.5 11.1 11.8 11.6 12.4 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..:....~-BURY+PARTNERS~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ • • ' j ' ' • ' • • • it • • • • i it it • I • • • • • • • I • • • • • • • • • ' • • ' • • Hydrograph Report, Hyd. No. 2 Post Developed Conditions Hydrograph type Storm frequency Drainage area Intensity 1-D-F Curve = Rational = 5 yrs = 32 .5 ac = 7.10 in = Brazos.IDF Hydrograph Discharge Table_ Time --Outflow (min cfs) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 17.30 34.60 51 .90 69.20 86.50 103.80 121.10 138.40 155.69 172.99 190.29 207.59 « 198.94 190.29 181 .64 172.99 164.34 155.69 147.05 138.40 129.75 121 .10 112.45 103.80 95.15 86.50 77.85 69.20 60.55 51 .90 43.25 34.60 Time --Outflow (min cfs) 33 25.95 34 17.30 35 8.65 ... End Page 1 English Peak discharge = 207.59 cfs Time interval = 1 min Runoff coeff. = 0.9 Time of cone. (Tc)= 12 min Reced. limb factor = 2 Total Volume = 224,200 cuft , ••••••••••••••••••••••••••................. Label Upstream Upstream Inlet Inlet Area CA (acres) (acres) P-1 37.50 22.50 P-2 2.50 2.12 P-5 ·" 0.49 0.44 P-6 .... 1.78 1.60 P-4 0.29 0.26 Title: HD-College Station j:\048\030\public drain.stm 09/03/02 09:27:06 AM Scenario: Base Pipe Report Upstream Calculated System Total Length Constructed Section Manning~ Full Upstream Downstream System CA Intensity System (ft) Slope Size n Capacity Invert Invert (acres) (in/hr) Flow (ft/ft) (cfs) Elevation Elevation (cfs) (ft) (ft) 22.50 7.44 168.66 166.80 0.005036 60 inch 0.014 171 .61 265.29 264.45 24.63 7.36 182.72 501 .00 0.004990 60inch 0.014 170.83 264.45 261 .95 'ii;~..,· ., 25.07 7.16 180.84 127.72 0.005011 ·60 inch 0..014 171.18 261 .95 261.31 ;_.s.,e. .. ..,.!l!A' ... ;.E!;;:'~~ ol,:.K 26.67 7.11 191.05 200.30 0.004993 60inch 0.014 170.87 261 .3°1 260.31 •r,,..., , 26.93 7.04 190.98 28.00 0.005000 60 inch 0.014 171 .00 260.31 260.17 } 0 '/fZ. S 1orVV\ Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Hydraulic Grade Line Out (ft) 268.98 266.47 265.86 264.52 264.12 Hydraulic Grade Line In (ft) 269.62 268.98 266.47 265.86 264.52 Project Engineer: BPI User StormCAD v4.1.1 [4.2014) Page 1 of 1 -• • • • • • • • I I I • • • • • • • • • • • • • • • • • • • • • • • • = ~ c:. & ~ :i--...... ""(" Q ·-·l:abe JB:-4 ·· Rim: 1.SO t $Uf11> 260.31 ft I ~~e~~~ut I SUfllt:260.17ft I I ~ i ~ ko Ul . ...I I/) ~ ~ ' D .... ,..._ .... ,p ~ r-J ~ ~ ~G' j:: ~l ::> ~ ~~ ~ o~ g ~ c;,,, I \..J lab 1:1-5 ..... Rm 2..00.t ..... . SU :261.31 ft ____ .:..:.--··- I -~------:----:-----------· 1:265.29 1 1:'2-64."5 I U~1-_JJL_~~~~~~~~--;-:;:j;-_~~~~~~~~~LL~~-,t "" Lab.et.e.~ 136 111 .. oo Ulbet:P-4 Lt!.lnvert:2El>.31 I Dl.lnvert:2EIU7 t L::t!UDl Sze: BJ iid'I 5:0005000 tit Title: HD-College Station j:\048\030\public drain.stm 09/03/02 09:30:22 AM LP. Invert: 261 .31 I: Oi.lnvert.:200.31 t L:alOJOI Size: SJ ncn S:000"4993 Ill 2'-00, libel:JB-1 Rm: 776.00 t SufTl>: 2es.29 n 10•00 -276.00 ; 27-400 1 Z12DO ~ 27000 ' 26800 26600 26-400 26200 26000 12 .. 00 Bevation (t) Project Engineer: BPI User StormCAD v4.1.1 [4.2014) Page 1 of 1 , ...........•...••..•••..•.....•....•...•..• Label Upstream Upstream Inlet Inlet Area CA (acres) (acres) P-1 37.50 22.50 P-2 2.50 2. 12 P-5 0.49 0.44 P-6 -1.78 ~ 1.60 11p_4-0.29 0.26 Title: HD-College Station j:\048\030\public drain.stm 09/03/02 09:30:55 AM Scenario: Base Pipe Report Upstream Calculated System Total Length Constructed Section Mannings Full Upstream Downstream System CA Intensity System (ft) Slope Size n Capacity Invert Invert (acres) (in/hr) Flow (ft/ft) (cfs) Elevation Elevation (cfs) (ft) (ft) 22.50 10.05 228.01 166.80 0.005036 60inch 0.014 171 .61 265.29 264.45 24.63 9.97 247.58 501 .00 0.004990 60inch 0.014 170.83 264.45 261 .95 <A ..... ., •• ,..v_.. ... ~.-:9~ 25.07 9.76 246.67 127.72 0.005011 60inch 0.014 171. 18 261 .95 261 .31 ~~.., •. (....,..IN'~ 26.67 9.71 261 .03 200.30 0.004993 60inch 0.014 170.87 261 .31 260.31 26.93 9.63 261 .51 28.00 0.005000 60inch 0.014 171 .00 260.31 260. 17 /Oo ~fl. S forVV> Bury & Partners © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Hydraulic Grade Line Out (ft) 274.18 268.93 267.60 265.26 264.66 Hydraulic Grade Line In (ft) 275.66 274.18 268.93 267.60 265.26 Project Engineer: BPI User StormCAD v4.1.1 [4.2014) Page 1 of 1