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Home My WebLink About43 Development Permit 615 Shoney's Inn1'.rl ~·a (cITY OF ~OL~~~E STATION .::>Jt~ Plannmg D1v1s1on 8~d~-~ ~~~-q; ./))I 1/1?· !:: 10 ,~~~ I /?71-t-u f:: ~ 11 ~ ,~ ~ {!-.6 ~ (!-;5 ./ ~/U: -tk~ , ~ . P-1 '-la ~ -eo.tJ. DEVELOPMENT PERMIT PERMIT N0.615 SHONEY'S INN FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 14-A, Blk T University Park Section II OWNER: Texas Hotel Management, Corp P .O. Box 2864 Bryan, Texas 77805 409-822-6196 DRAINAGE BASIN: Burton Creek SITE ADDRESS: 1203 University Drive East TYPE OF DEVELOPMENT:This permit is valid forthe construction of Shoney,s Inn in accordance with the approved plans. 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 Policy and Design Criteria. 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 condition, 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. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . 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 ci ty streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in a o ce with the plans and specifications submitted to and approved by the City Engineer in the dev. men permit application for the above named project and all of the codes and ·nanc s of the City o C e tion that apply . Date ' ( \ 2 .-\ (Q -°l~ Date \ Contractor Date From: Shirley Volk To: Building Permits Date: 10/2/98 2:40PM Subject: Shoney's Are you o.k. with issuing a building permit for this project? Figure XII Development Permit City of College Station, Texas Site Legal Description: &..OT l4-A 1 &L\<.. \ , Ut-ll\JfC..'\2.!5\TY PA~ '6EG JC SiteOwner :~)W? ~OTfCL MA~Al-£MIWT, ~r Address : f.o .BO,C., z&<Q4 1 t>t?.9A.<l 11"" ~1-l~) Telephone: ( 4c'\') <61.:Z.. (e\ q (0 Architect/ Address : ------------- Engineer: 1) R. Yb~\ATfS£-, Te 1 e phone No (3-\3) 2.loG, e 33 04 Addres s : ------------- Telephone No : _________ _ Date Application Filed --------- Application is he reby made for the following development specific w a terway alterations : 0 Applica t io n F ee 0 Si g ned Ce rtifications 0 Drainage a nd e ro s ion c ontrol pl a n, with supporting Drain age R e port two (2) copies each . 0 Site and Co ns truction Plans, with supporting Drainag e Report two (2) copies each . 0 O t he r : ACKNOWLED G MENTS : f, _____________ , des ig n engineer, here by acknowledge or affirm that: The information a nd conclusions contained in the above plans and supporting documents comply with th e current r e quirement s o f th e City of College Station, Texas City Code, Chapte r 13 and its associated Drain age P o licy and Design Standa rds . As a condition of a pproval of this permit application, I agree to ~nstruct the improvements proposed in thi s a pplication according40 t documents and the requirements of Chapter 13 of the C d e Contractor ·-• < Figure XII Continued CER TI FICA TIO NS : (for proposed alterations within designated flood hazard areas .) ROJECT POE"SNOT Lit" Wln-11/V A /-£00.P r!AzARb ARcA. A. I, , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm . Engineer Date B . I , , certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the ba se flood elevation established in the late st Federal Insurance Administration Flood Hazard Study and map s, as amended . Engineer Date C. I, , certify that the alterations or developm e nt covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or deve lopment a re con s istent with requirements o f the City of ~ollege Station City Code, Chapter l .?._-~t~a~~~c hm e nts offloodways and of tloodway fnnges . ,.: ~"\ ••••••••••••• ~,,f'-1. 111, : r~ .... • •• ••• o' l1, --J • • ..... ~ :: * ... ·· ·· .. ~ ~ ----------------~ ·~r : • Engineer ;; •• :.'\u~•···~t ~······················ z ~:~CHRISTIAN A. GALIND O ~ '1 1. • ........ ••~•••o •••••••••••1!9••••••• .. ••.4/ _., ~-·~··.. • 1' I , CllR 1..5 r1 A/II A. GAL !N.Pt2 , do cert1[.Y:~h~! the ~?dPg~%aJl~t§ns do not raise the level of the 100 year flood above elevation establi~t.,~·~t't~f.8i/~¥~~e\~urance Administration Flood Hazard Stud y~. ~~~~--ssio'Ni.l.' f..~r:>/ loh . '!It!'>. .... 4 ~~ '\'"s":':."".2.2., /9-?fS . En~~ <=== Date Co ndition s or comme nt s a s part of approval :--------------------- m/.9 RE.PB.I? r: WA.5 P&EPAR:r!:"l.l F~k THE JNA/r l?&:t/s-L&eus-»z-... IJ,t::" L/.JT .. 5 /4-A AA/L? 14-.a; ~ T / LIAl/ViF.te.5/Z-Y PA'kk, In accord a nce with Chapter 13 of the Code of Ordinances of the City of College Station, meas ures shall be t a ken to in sure that debris from construction, erosion, and sedimentation shall not be d e posited in city streets. or existing draina ge facilitie s . I hereby grant this permit for development. All de velopment shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . 1'0t-:••·'a ~(ii 101 1 1it/IV ·~3 XI. Drainage Plan Submittal Requirements A . Review Process The development permitting process requires an approved drainage plan for any subdivision platting activity , any replatting process , any development requiring site plan review only , and any development on existing commercial , high-density , or industrial lot or tract. The review process for any drainage plan involves a two-or three-step process . The preliminary drainage conference with the Administrator and a final drainage plan is required for all development permits. If desired, a preliminary drainage plan may be submitted . B. General Drainage Plan Requirements The submitted drainage plan must satisfy the requirements of the City of College Station Stormwater Management Ordinance, the requirements of the City of College Station Drainage Policy and Design Standards, and the specific requirements of this section of the Standards . C. Preliminary Drainage Conference 1. The drainage design concept for the proposed development shall be discussed with the Administrator prior to the development of any specific design or plan preparation. The parties representing the proposed development shall obtain all resources , plans, and references necessary to discuss the items below . The conference shall address the following information relative to the proposed development . a . General Location (1) Local streets , within and adjacent to the development (2) Primary and seco ndary drainageways and drainage facilities in the vicinity (3) Names of surrounding developments b. Property Description (1) Acreage (2) Type of land cover (both existing and proposed) (3) Name of Owner and type of development (4) Current zoning status and proposed change , if any c. Primary Drainage Basin Description (1) Basin drainage characteristics (2) Related previ o us drainage studies (3) Flood Insurance Maps d . Secondary Drainage Basin Description -Discussion of onsite and offsite drainage flow patterns and anticipated impact on existing and ultimate development e. Drainage Facility Design (1) General Concept a .) Discussion of concept and typical drainage patterns (This shall include the delineation of the pathways for conducting the discharges from the site to the Primary Drainage System) b .) Discussion of compliance with offsite runoff considerations c.) Discussion of the content of tables , charts , figures , or drawings to be presented in the report (2) Specific Details a .) Discussions of drainage and erosion problems encountered and proposed solutions at specific design points both onsite and offsite b .) Discussion of detention/retention storage and outlet design, if any c.) Discussion of maintenance access and aspects of the design d.) Discussion of the areas to be set aside as drainage easement and right-of-way f. References -Reference all criteria, master plans, and technical information used in support of concept 2 . Upon completion of the preliminary drainage conference , the Administrator may require the submission of a preliminary drainage report and plans. These shall be prepared along the lines of the requirements of the Final Drainage Report and Drawings. D. Final Drainage Report and Drawings 1. The purpose of the Final Drainage Report is to identify and define conceptual solutions to the problems which may occur onsite and offsite as a result of the development. All reports shall be typed on 8-112 11 x ll 11 paper and bound together. The report shall include a cover letter presenting the proposed design for review and shall be prepared by a Registered Professional Engineer licensed in Texas. The report shall contain a certification sheet as follows : 11 1 hereby certify that this report (plan) for the drainage design of (Name of Development) was prepared by me (or under my supervision) in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. 11 Registered Professional Engineer State of Texas No. ~~~~~~~~~~ (Affix Seal) * PL C7fSG" ;1<£FFK rz; ·rl-JE" PRAJN..4GG l<EPOR'T PJetS"'ff!f!<::t..1:> A/11..LJ A.PPR.tJ vc-.D Pt!'JR. rl-lz!: #A-.;erLAAl...o ,;SAllJ<. .:PRt::J..!ecr; - ------~·:::::'.....-/--<?---· ~,,~,,~OMF:\"\~l\\e - GEP, Z Z 1 '19 o ..:;:". '\ ~ . · ;1 .l.' tt .:t: '"\ ~ • •• • ••• • •• •·•· .. <:...J' A f 1. ,::' <=:> •• ••' * •• .. :TUt ,,,, ~ * / · ..... ~ ::I*:' ~· ~ , ......................... __. ........................ l ~CHRISTIAN A. GALINDOI r~•A•-.•-·••••• ... -........................... .iJ! ~---o~. 53425 ; B ~ -'A \-'$) 4';·/ ~ ~ ~ 0.i<-···{G1sr£.~~··· ~'<; .:f ~,, <-'s ~, ........... \\~' .: eo, -..;ONAL ~ .,.'!>- 2 \\\''''''~'''" 2 . Report Contents The Final Drainage Report shall be in accordance with the following outline and contain the applicable information listed : a. General Location and Description (1) Location a.) Local streets within and adjacent to the development b.) Primary Drainage System drainageways and facilities c.) Names of surrounding developments (2) Description of Property a .) Acreage b.) Land cover c .) Primary and Secondary System drainageways within the property d .) General project description b . Drainage Basins and Sub -Basins (1) Primary Basin Description a.) Reference to Primary Drainage System planning studies such as flood hazard delineation reports and flood insurance rate maps b.) Primary Basin drainage characteristics (2) Secondary Drainage Basin Description -Discussion of offsite drainage flow patterns and impact of development on existing and proposed pathways to Primary Drainage System c. Drainage Design Criteria (1) Regulations -Discussion of the optional criteria selected or the deviation from the Standards , if any (2) Development Criteria Reference and Constraints a.) Discussion of previous drainage studies for the site in question that influence or are influenced by the drainage design and how the plan will affect drainage design for the site b.) Discussion of the drainage impact of site constraints such as streets, existing structures , and development or site plan (3 ) Hydrological Criteria a .) Identify design rainfall b.) Identify runoff calculation method c.) Identify detention discharge and storage calculation method , if any d .) Identify design storm recurrence intervals e.) Discussion and justification of other criteria or calculation methods used that are not presented in or referenced by the Standards 3 (4) Hydraulic Criteria a .) Identify various capacity references b .) Identify detention/retention outlet type , if any c .) Discussion of other drainage facility design criteria used that are not presented in the Standards d . Drainage Facility Design (1) General Concept a .) Discussion of concept and typical drainage patterns b.) Discussion of compliance with offsite runoff considerations c.) Discussion of the content of tables , charts, figures, or drawings presented in the report d .) Discussion of anticipated and proposed drainage patterns (2) Specific Details a .) Discussion of drainage problems encountered and solutions at specific design points b .) Discussion of detention storage and outlet design , if any c.) Discussion of maintenance access and aspects of the design e. Conclu sio ns (1) Compliance with standards of the City of College Station Drainage Policy and Design Standards (2) Effectiveness of drainage design to control damage from stormwater flows (3) Explanation of the effectiveness of existing and proposed improvements with regard to controlling the discharges of the 100 year storm with ultimate development conditions of the secondary system basins affected by the proposed development f. References -Reference all criteria and technical information used g. Appendices (Where Applicable) (1) Hydrologic Computations a .) Land use assumptions regarding adjacent properties b .) Minor and major storm runoff at specific design points c.) Historic and fully developed runoff computations at specific design points d.) Hydrographs at critical design points (2) Hydraulic Computations a .) Culvert capacities b .) Storm sewer capacity c.) Street capacity d.) Storm inlet capacity including inlet control rating at connection to storm sewer 4 • e.) Open channel design f .) Detention area/volume capacity and outlet capacity calculations E. Final Drainage Report Drawing Contents 1. Sheet #1 -General Location Map a. Depicts drainage flows entering and leaving the deve lopment site b . Identifies major construction along path of drainage c. Illustrates general drainage flow within entire basin d. Is drawn at a scale of l" = 500' to 1" = 2000 ' 2 . Sheet #2 -Floodplain Information a. Copies of existing City of College Station 100-year floodplain maps showing the location of the subject development 3. Sheet #3 -Drainage Plan -Map(s) of the proposed development at a scale of 1" = 20' to 1" = 200' on a 24" x 36" drawing shall be included. The plan shall show the following: a. Existing and proposed contours at 2-feet maximum intervals b . Property lines and easements with purposes noted c. Streets d . Existing drainage facilities, roadside ditches , drainageways, gutter flow directions, and culverts (All pertinent information such as material, size, shape, slope, and location shall also be included) e . Overall drainage area boundary and drainage sub-area boundaries f. Proposed type of street flow , roadside ditch , and/or gutter flow directions g . Proposed storm sewers and open drainageways , including inlets , manholes , culverts , and other appurtenances. h . Proposed outfall point for runoff from the developed area and facilities to convey flows along the proposed pathways to the final outfall points in the primary drainage system without damage to downstream properties, or exceeding the capacities of the receiving facilities as defined in these standards. i . Routing and accumulation of flows at various critical points for the minor storm runoff. J . Path(s) chosen for computation of time-of-concentration k. Details of detention/retention storage facilities and outlet works I. Location and elevations of all defined floodplains affecting the property m. Location and elevations of all existing and proposed utilities affected by or affecting the drainage design n. Routing of offsite drainage flow through the development F . Construction Drawings and Specifications 1. Where drainage improvements are to be constructed in accordance with the approved Final Drainage Report , the construction plans (on 24" x 36" sheets) and specifications shall be submitted for review and approval prior to construction, The plans and specifications for the drainage improvements will include: 5 • a . Storm sewers , inlets , and outlets b . Culverts, end sections, and inlet/outlet protection c . Channels, ditches, and swales d. Erosion control facilities e. Detention pond grading , pilot channels, outlets , and landscaping f. Other drainage related structures and facilities g. Maintenance access considerations h . Finished floor elevations of adjacent buildings i. Existing and Ultimate 100-year water surface elevations J. Engineer certifications k . Approval by the City 2 . The information required for the drawings and specifications shall be in accordance with sound engineering principles , these Standards , and the City requirements for subdivision designs . Construction documents shall include geometric, dimensional, structural, foundation, bedding, hydraulic, landscaping, and other details as needed to construct the storm drainage facility . The approved Final Drainage Plan shall be included as part of the construction documents for all facilities affected by the drainage plan . G. "As-Built Drawings" As constructed finished plans ("As-Bui Its") for all public improvements shall be attested to by a professional engineer registered in Texas and submitted to the City before the City will accept the improvements . The construction drawings are acceptable if they remain true after construction and are attested to by a registered engineer to represent "As-Built" conditions consistent with the intent of the approved plan. XII. Development Permitting Process The City of College Station Stormwater Management Ordinance requires the acquisition of a development permit prior to beginning "development " activities defined within the Ordinance. A blank Development Application Form (for areas within and outside established flood hazard areas is included in the section as Figure XII . 6 I I September 25 , 1998 Shirley J. Volk Development Coordinator City Of College Station Development Services College Station, Texas 77842 Re : Shoney 's Detention Pond Dear Shirley, Texas Star Realtors 110 Pershin g Ave College St ation Texas 77840-3010 Tel : (409) 764-6808 Fax : (409) 764-9601 This letter is to confirm our conversation regarding the construction of the Hartland I Shoney's detention pond. It is agreed that both parties shall share equally the construction cost of the pond. The pond shall be part of the total construction package of the party who starts to build first. Please do not hesitate to call if I can be of any further assistance . Parviz Vessali PV/cav Cc: Allan Hanson Salim Ismail From: To: Date: Subject: Paul Kaspar Veronica Morgan 9/2/98 11 :33AM shoney's discussion I thought I would start this discussion by email. This is in reference to the questions you had on the little sheet of paper on my desk. We do have a drainage report. It was prepared by Galindo as part of Hartland bank and is filed in that Development Permit File . The plan was to assure that the Shoney's water went into that pond. Chris sized it for developed conditions. We have approved a grading/site plan for Hartland Bank and is in Engineering's hands. It shows the detention pond with details for the outlet structure. Chris Galindo squeezed it on to one sheet if I remember correctly. We have approved TxDOT permits for the Driveway and the storm sewer connection in their ROW We do not have anything for any waterline plans or permits. I don't believe Hartland bank was required to place a hydrant because they were able to use the hydrant at the comer of Spring Loop and University. That is my brain dump. If we need to discuss this further catch me tomorrow. PK