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Home My WebLink AboutMiscellaneousKUNG ENGINEERING AND SURVEYING Consulting Engineers • Land Surveyors 4103 Texas Avenue, Suite 212 Tel. (409)-846-6212 Bryan, Texas 77802. Fax (409) 846-8252 P.O. Box 4234 Bryan, Texas 77805 TO DATE L ~~ PROJECT NO. PROJECT NAME ' I Sf J ATTENTION REFERENCE WE TRANSMIT: THE FOLLOWING: FOR: ^ Under Separate Cover ^ Prints ^Your Review. 8~ Approval L~ Enclosed ^ Copies ^Your Review & Comment ^Originals ^Your Review & Distribution VIA: ^ Plat ~^Your Review, Revision & Return ^ Mail ^ Field Notes ^Your Signature & Return D Messenger ^ Plans ^Your File and/or Use ^ Federal Express ^ Report ^ Express Mail ^ Estimate. ^ As Requested By: ^ Special Courier ^ Cut Sheets ^ Picked Up By Your Office ^ Computer Printout ^ Please Acknowledge Receipt of ^ File Enclosures ^ Contract ^ Please Return Enclosures To Us ^ ^ Copies Of This Letter Of Transmittal Sent To: cures Are Not As Noted, Jotify Us At Once. From: Jim Smith To: City Hall.Smccully Date: 9/11/97 1:29pm Subject: PRC - Wednesday,-September 17,.1997 Master Preliminary Plat -Dartmouth Crossing (97-318): No problem. Final Plat Wheeler Subdivision Phase I (97-232)s No problem. Finale Plat- Greensworld Subdivision Phase 3 (97-231): No problem. Parking Lot Plan - Sevcik Texaco & L.P. Gas Reseller (97®422): No problem. Thanka! 11/04/97 14:23 4409 846 8252 KLING ENGR -~~-~ COCS VOLK/MORGAN IQJ001 ~~-a~-a-~,~ u~ KUNG ENGINEERING & SURVEYING TELECOpIER COVER SHEET iEF:raxeav6r) DATE , ~ ~-~` Please deliver the following pages~to: N8171@: 4 Firm Fax Number From: Kling Engineering & Surveying 470 South Texas Ave., Suite 2'12 Bryan, 'Texas 77$02 Phone; {409}848.6292 Fax: (409}$46-$252 We are transmitting Page{S}, including this cover letter fr~,m our fax number listed above. if any pages are missing or incomplete, please contact sender, ~. ~ / ~,~ pc.A~nc ur~~ Meeting Memorandum r~L'L Subject: Wheeler property at`University & Lincoln Attendees: Stuart I<Ling, Fred Paine, Brett McCully Date: Friday, June 13, 1997 provided copies of the existing capacities in the 8 and 12 .inch lines from University to the. Burton Creek :Line. The ,controlling section has. only 22,4 gpm i available according to the model also gave them a copy of the calcs done for Steve Homeyer on the first request showing the combined estimations of the 2 sites. Based on the information at hand, it appeared that the existing line would handle the 4 acre A-P tract but not the 8 acre C-B tract as well. '~ However I showed them a copy of the fax from. Fain McDougal that showed much larger flows that estimated by the design manual or model either one. suggested that whey sort. out what the flows would be and let us know. Stuart also wanted to look through the CDM reports that were prepared for the Comp plan. I told him I would find them and set them out front to be Looked through. end p.s. I called Fred 6-16-97 and told him the. CDM reports were available at the reception desk for review. e a Sanitary Sewer Impact Analysis Prepared 5/20/97 Bert Wheeler 8.471 & 4.242 acre tracts Revised 6/12/97 Tract A Size (ac) 8.471 Zoning C-6 Max use: Hotel Use. comp: Hilton Comp ave.. ww flow (gpd/ac) 4,382. Ave, flow tract A (gpd) 37,120 Ave: flow tract A {gpm) 25.78 j Peak flow tract A (gpm) 116.00 Tract B Size (ac) 4.242. Zoning A-P Max use: Mixed Office Use comp: French Arbor Comp ave. ww flow (gpd/ac) 412 Ave, flow tract A (gpd) 1,748 Ave: flow tract A (gpm) 1.21 Peak flow tract A (gpm) 5.46. ~ Peak Combined Flow (gpm) 121.46 ~~. Capacity avail. in 8" line 22.4 Proposed flows cannot be accom odated in existing facilities. ~~ Page 1 of 2 Wheeler properties University @ lincoln Qexist Qfull Qexcess Qexcess manhole line size slope cfs cfs cfs gpm 03361-M018 8 0.004 0.39 0.77 0.44 197.47 03381-M024 8 0.0039 0.39 0.76 0.43 192.98 03381-M025 8 0.0116 0.39 1.30 1.02 457.78 03361-M029 8 0.0032 0.55 0.69 0.20 89.76 03282-M021 -- 8 0.0071 0.55 1.02 0.56 251.33 O32B2-M017 8 .0.004 0.55 0.77 0.28 125.66 03262-M013 8 0.0039 0.55 0.76 0.28 125.66 03262-M010 8 0.0021 0.55 0.56 0.05 22.44 03282-M008 8 0.0074 0.55 1.05 0.58 260.30 03282-M007 12 0.0056 0.55 2.69 2.36 1059.17 O32B2-M005 12 0.0033 0.55 2.07 1.69 758.47 03282-M030 12 0.0018 0.55 1.54 1.12 502.66 03262-M003 12 0.0016 0.55 1.45 1.02 457.78 03262-M001 18 0.002 3.61 4.78 1.56 700.13 Page 2 of Z '' JUN 06 '97 11 ~ 38AM HOLSTER &~~ ASSOCIATE5~U~1~ fly P. 1 ~? Real. Estate Brokerage Development Inrescrnents ~~. Fax Message , From ~lci ~~~~c~l~ ~-- _.., Data ~' ~ ~'~ # Pages (including covet shetz) ~ Camments .~ -~. ~ ~sa, v4- ~!iscJ4~ . ~ ~., ~,.~-~ [f Fax Is Incompicte Plcasc Calt (404) 693-3179 vicDougat Fax Number: {409) b93-3370 x06/03197 12:23 ^C 409 846 8252 KLING ENGR -~-~-~ COCS YOLK/MORGAN X001 g ~®me~lfi~g ~' agnmeere *)i.m~~l ~nnrv~ey~ors 4103 Texas Avenue, suite 212 Post OfRce Box 4234 Bryan, Tcxas 77602 Telephone 4U+~/$46-6212 8r3'an, Texas 77805 Fax 409/846.8252 BJ. K13ng, P.E., R.P.LS. S.M. 1Ctirtg, RP.L_5. MEMQ TO: City of Caliege Station Development Services ATTN: Steve Homeyer FROM: Fred Paine a June 3, 1997 RE: Sanitary Sewer lmpact Analysis for the 8.471 & 4.242 acre Wheeler tracts Last weep we briefly discussed the applied flow rates generated by the subject tracts. You mentioned the existing 8" line has 22.4 gpm existing in the fine. I am unclear as to if this is the flow carried by the line currently ar if this is remaining capacity within the line., if there is capacity not being utilized in this line could you clarify and notify us of any cirt:umstances that may have allocated sewer usa e previously, g l have found out that the proposed develapmen-t of the Q..242 acre tract wil! be far an office/computing facility. With the City's estimate of usage being 5,46 m for this tract, would it be possible to sewer to the existing 8" line? gp The 8.471 acre tract generates 116 gpm according to City estimates. It is my understanding that a new. line will need to be constructed. by the Owner of the tract to accommodate this flaw. We are needing to find out the point to which the Owner will be required to cortistruct this new line, That is, where existing City lines have enough capacity to accept the flow. We are needing this information as .soon as possible t4 determine the feasibility of the development of the 8.471 acre tract. Please call at your earliest convenience to discuss further or notify me if ! should directly consult Brett, Your assistance is greatly appreciated. 10/02/91 11:44 C^409 846 8252 KLING ENGR -~-~~ COCS VOLK/U~fORGAN I~lj 001 J i~n-~! 111//J , ~G/ ~. ®naultin6 iEngineera •)(raana~ s~aurveyors 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 Telephone 409/846.6212 Fax 409/846-8252 B.J. Kling, P.E., R.P.L.S. S.M. K1Ing, R.P.L.S. l ~! ~~ '~' Post Office Box 4234 Bryan, Texas 77605 October 2, 1997 Td; Veronica Mangan, P.E. .City. College Station FROM: S. M. Kli R~: Conditions for filing final plat of Wh eler Subdivision, Phase one learned. this morning that a requirement #ar filing the final plat is FEMA approval of the LOMB. I have several concerns about this requirement: 1 } We have gone through a very long., approval process and the requirement to secure FEMA aipproval has never been mentioned. The staff report far the subdivision, dated September 17, 1997, indicated that we submit. to the city the FEMA application, not that we secure FEMA approval. ~) FEMA is only concerned with insurable structures. iQCated within the floodplain. The building setback requirements on University .and Lincoln preclude the placement of a building within.. the majority of the floodplain shown on the final plat. 31 The site plan which you have art file far the Marriat Suites shows no insurable structures within or near the flaodplain. 4) The WSEI as shown on the final plat are applicable only to insurable structures and not site improvements.. In summary, vve see na valid reasons to make the #iing of the plat contingent on FEMA approval of the MR. P 1~' :Shirley Volk Re Development Agreement for Wheeler tract -Reply aged From: Veronica Morgan To: JKEE~City of College Station.City Hall, "jonathan~... bate: 9/26/97 T0:53AM Subject: Re: Development Agreement for Wheeler tract -Reply hi john, this is veronica morgan...i'll be one of the engineer's working on this project. the purpose of the easement is to cover the creek to allow emergency maintenance access..if you are going to modify the creek, you can alter the easement with it. i realize timing is probably critical and you dont want to do a bunch of paperwork that will have to be redone once the development occurs. i just need to assure-that the drainage way is covered by an easement. if you can give me some better idea of timing perhaps i can figure out an alternate way to do this so we dont have to' abandon and easement and at the same time get the right of emergency access that we need. veronica »> "Jonathan H. Brinsden" <jonathan~hammcorp.com> 09/26/97 09:16am »> Jane, Thanks for the update. I had a quesfion concerning the plat Stewart Kling has filed. I received. a copy of the Staff Notes and the. only comment of any concern was the request for a drainage easment for the existing creek on lot 2 (eastern tract).. My concern is flexibility again:. If you remember the siteplan, the MicroAge building will back up to that .creek. We will most likely have to modify the bank of the creek in order to facilitate that building ..placement.: Also, in the future they may want the ability to move the flow tine (still on the property) in order to gain land for expansion. Please let me know your thoughts: on this issue,l would assume Stewart has to make those corrections quickly for approval Thanks, Jonathan Jane Kee wrote: > Haven't forgotten about you. We had major changes in engineering and they are a little behind. I'll try to have a draft to you next week. > Jane CC: svolk~City of College Station.City Hall, STAFF NOTES Wheeler .Subdivision Phase One Case #97-232 Staff reviewed the above :mentioned final plat and made the following notes: Ordinance Requirements:. _ Remove the City Council signature block. (This final plat will only go to the City Council if the applicant chooses to appeal the Plantung and Zotung Commission's decision.) Provide a drainage easement for the .existing creek across lot 2, block 1. (The minimum width for any drainage easement for an open. channel. is the design. top width of the channel plus 5' from edge of one side plus 15' from the edge of the other side..) Correct the arrow designations for the 1.00 year. floodplain as it crosses University Drive. _ Staff had a question regarding the WSEL 287 elevation shown across the floodplain on Phase Two.. General note #4 should reference the LOMR/LOMA. _ Provide the LO1VtR/LOMA application to City staff by Wednesday, September 24, 1997. Once approved by staff, the applicant is responsible for all necessary FEMA application fees. Comments/Concerns: _ Coordinate electrical details. with Electrical Operations. Coordinator .Tony Michalsky at (409} 764-3660. Coordinate telephone .service details with G.T.E. Representative Laverne Akin at (409) - 821-4723. SUBMIT THE MYLAR ORIGINAL AND 10 COPIES OF THE REVISED FINAL PLAT BY WEDNESDAY, SEPTEMBER 24, 1997 TO BE INCLUDED IN THE PLANNING AND ZONING C0IVIMISSION PACKETS FOR THE MEETING ON THURSDAY, OCTOBER 2, 1997 AT 7:00 P.M. AT THE CITY HALL COUNCIL, ROOM, 1101 TEXAS AVENUE SOUTH. Natalie hornas Ruiz September 17, 1997 °°~ I I ~ ~v -- N 0 F~. ~~