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HomeMy WebLinkAbout63 Development Permit 352 Fill Wayne Smith ParkAugust 4, 1996 ( QP. WAYNE SMITH LITTLE LEAGUE PARK MEETING WITH CITY STAFF -JULY 22, 1996 MINUTES OF MEETING ) A meeting ~eld at the City of College Station Planning Conference Room at City Hall, beginning at Z:OO P.M. The meeting purpose was to discuss with City Staff their comments and proposed solutions resulting from review of the Preliminary Design Submittal made on July 16, 1996. Attendents were the following: Eric Ploeger -Assistant Director, Parks and Recreation Department t_...--'Veronica Morgan, P.E. -City Engineer's Office Shirley Volk -Development Services Sabine McCulley -Planning Department Ed Hard -Transportation Planner -Planning Department Tony Michalsky -Electrical -Utilities Department Jim Smith -Solid Waste -Utilities Department North Bardell, P.E. -Chairman -Municipal Development Group Earl Havel -Design -Municipal Development Group Tom Hines, Principal -Hsi Consulting Architects STORMWATER Concern was raised regarding the potential depth of the water that would·, collect at the Holleman Dr. parking lot entrance close to the discharge headwall. Veronica indiated that current ordiances would not allow water to leave the site. Earl Havel indicated that the proposed solution was to provide openings in the curb allowing water to flow into a grass swale and overflow the head wall. Veroncia commented that the opening was limited by ordiance and that review of the Stormwater Calculations would be necessary to evaluate the concern. Earl stated that if necessary, a drop inlet could be placed at the curb and the water could be carried by pipe to the headwall. HSI CONSULTI NG AR C HITE C TS -AR C Hll EC rur<E -PR OG l<A M MANAG EM ENT -HISTO RI CAL PRES ErNAl lO N .... Ell I! • I vz-w WNP' • 3 8 0 3 0 A K R I D G E -B I< Y /', N , T E X A S 7 7 8 0 2 -3 4 2 9 -( 11 CJ 9 '· "' l ri -o l 1 , / Concern was raised as to the amount of soil cover that would be maintained over the drainage culvert. Earl stated that a minimum of 1811 would be maintained thus, with irrigation, the grass over the culvert should not die and be easily maintained . Mr. Hines stated that the pipe might take an alternate route minimizing the amount of playing surface it would be under. Earl Havel stated thatthe Stormwater and Drainage calculations would be deliverd to Veronica by the end of the week. The plan and solution was accepted. UTILITIES Veronica reviewed the layout and rasied no issues . Mr. Hines asked if the bore under Holleman would be a problem and Veronica and Shirley Volk said it would be preferrable to an open cut. ... ~. -·- EMERGENCY ACCESS Concern was raised as to loop the Fire Lane designation around Field Two or to stop the lane designation as shown. Mr. Hines stated the line was placed measuring 150 LF from the furtherst point of the building at each location. The radius needed to allow proper passage of a police car or ambulance to loop between Fields One & Two and Two & Three was determined when the bleachers were located at Field Two . Mr. Hines stated that the pavement would be 6 11 and designed like the parking lots . Veronica said that she would review the matter with the Fire Department and to leave the limits as is for now. (On July 29, 1996 Earl Havel reviewed the matter with the College Station Fire Chief resulting in the limits remaining as indicated.) TRAFFIC AND PARKING Tom Hines stat ed that the solutions shown regarding entry to parking from F.M . 2514 and Holleman Drive were follwing Ed Hard's comments on the concept plan . Concerns were raised that people mighttry to make left hand turns from F.M. 2514 into the Parking Lot ignoring the Right-In and Right-Out islands . His suggestion was to have a right-out island allowing traffic access from F.M . 2514. Mr. Hines indicated thatthere was not a center lane this far up from the Holleman intersection. Mr. Hard said that was a good reason . (Mr. Hines returnd to the site and saw that a center turn lane does exist down F.M. 2514 back to George Bush Drive . A letter was sent to Mr. Ploeger stating so and that left turns into the site from F.M . 2514 would be acceptable). No other comments were raised. ELECTRICAL SERVICE The transformer would be placed on the building porch behind the PARO storage room . Primary service would be run underground from Holleman and coordinated by th e Swoboda Engineering. Mr. Hines asked about the existing power and poles that cross the property HSI CONSUL TING ARCHITECTS Page - 2 Meeting of July 22 . 1996 servicing the houses along FM 2514. Mr. Michalsky said that when the time came to start construction, the service would be cut and the poles removed by the City and no cost to the project LANDSCAPING Sabine asked about the status of the design and trees. Tom Hines said that all the trees had not been inventoried in addition to the selection of what to keep. Sabine said that she would work with Pete Venecek, Park Planner and Landscape Architect with PARO, in developing the design . Sabine asked about project signage. Mr. Hines showed her on the plans where the main project sign was located and that it would be a ground sign and also shown was the sign along Holleman Dr. which i~ also a ground sign. Mr. Hines stated that the sign would be approximately the same size'as ·PARD standard signs . SOLID WASTE Concern was raiseds to the adequacy of the width of the bin that would hold the dumpster. Mr. Smith stated that there should be approximately 2 feet between the container and the bin walls . 12 foot minimum width is recommended. Mr. Hines showed on the drawings where a six foot high fence is shown to screen the bin from Holleman Dr. Access to the dumpster container will be from the interior of the park with a screen wall at the back facing Holleman. CONCLUSION Shirley Volk stated that work could progress and that the Preliminary Design is acceptable and she awaits the completed plans for the Plan Review Committee (PRC). Issues or concerns raised by the PRC could be resolved with the individual raising the issues provided and agreed upon solution was reflected in the minutes of the meeting. The meeting ended at approximately 4 :00 P.M . HSI CONSUL TING ARCHITECTS Page -3 Meeting of July 22 . 1996 ~ D ~~-~ -zoµ_i_ ____________ _ r./ 9cktVJ f f.D ~ abm;J,_~ ~ ~~ ~J_,!-ui\~ tar+ -4~@~~+~-ot~~-- --- --- ' _____ .... - DEVELOPMENT PERMIT PERMIT NO . #352 FILL AT WAYNE SMITH PARK FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Wayne Smith Park SITE ADDRESS: ' None OWNER: City of College Station -P ARD DRAINAGE BASIN: North Fork -Tributary "B" -Bee Creek TYPE OF DEVELOPMENT: This permit is valid for fill placement at Wayne Smith Park on the west side of Bee Creek tributary . Construction for Wayne Smith ballfield will follow the fill permit. Due to the length of the project, erosion control must be maintained. Erosion control may be removed once vegetation has been established . Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. 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 roved by the City Engineer in the development permit application for the above name eject and all es and ordinance~of the Ci~ of College Station that app -fl,~ Zt1 f}1(# :21 ~1-= ;Z~ Date Contractor Date ·-. Figure XII Development Permit City of College Station, Texas Site Legal Description : ~A-ft-1 6 0-tt-n+ 'P~ Site Owner: Ctf'{ 0 r cs -VARP Address : (OCJO /.tr~""--e. k Tu p /200..d Telephone : {IJ; q -51'1 '3> Architect/ Engineer : ____ µ_/_A ______ _ Address : -------------Telephone No : _________ _ Contractor : CtTfijou"4 ~~ Date Application Filed : 5{2.i {q(o Approved : ___________ _ Application is hereby made for the following development specific waterway alterations : Applic ation Fee Signed Certifications ..-flu_.. or-JL>f -N/ A Drainag e and erosion control plan, with St:lppertiRg Drai1utge Report two (2) copies eaeh:. Site and Construction Plans , with supporting Drainage Report two (2) copies each . Other : ------------------------------ The informat ion and conclusion contained in the abo ve plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this permit application, I agree to construct the improvements proposed· this application according to these documents and the requirements of Chapter 13 of the Coll t ation Cit ode. Contractor I Figure XU Continued CERTIFICATIO : (for proposed alterations within designated flood hazard areas.) A. I, certify that any nonresidential structure on or proposed to be on this site as part o this application is designated to prevent damage to the structure or its contents as a result of flood g from the 100 year storm . Engineer Date B . I , certify that the finished floor elevation of the lowest floor , including any basement, of any r idential structure, proposed as part of this application is at or above the base flood elevation esta ished in the latest.FJ.?~ Insurance Administration Flood Hazard Study and maps, as amende N~~- _E_n-g1-.n-e-er------------\~,..---'~'o\c+-\ -D-a-te ______________ _ C. I, certify th t the alterations or development covered by this permit shall not diminish the flood-carrying capa · ty of the waterway adjoining or crossing this permitted site and that such alterations or develop ent are consistent with requirements of the City of College Station City Code, Chapter 13 conce · ng encroachments of flood ways and of floodway fringes . Engineer Date I, do certify that the proposed terations do not raise the level of the 100 year flood above elevation established in the latest Federa: Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : --------------+------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Stati , 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. All development 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 .