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HomeMy WebLinkAbout3 Devlopment Permit 359 Texas Aggie Credit UnionI Texas Department of Transportation P.O . BOX 3249 •BRYAN , TEXAS 77805 -3249 • (409) 778 -2 165 December 16, 1994 Ms. Veronica Morgan, P . E. Development Services City of College Station P. 0. Box 9960 College Station, Texas 77842-0960 Re: The Texas Aggie Credit Union 501 W. University Drive College Station, Texas Dear Ms. Morgan: '-J . I . :t) RECEIVED DEC l "9 1991t ~-!') ~ .,.. ~y~&i~ ~/~ Joey Williams Construction Co., Inc. submitted the attached traffic control plan for closing the outside westbound lane of University Drive adjacent to the proposed Texas Aggie Credit Union. After your review, please forward all comments to Mr. Joey A. Williams. Our comments are as follows: 1) The lane at this site may be closed only durisng daylight hours; for after dark houts, if necessary, sidewalk closure for pedestrian control shall be in accordance with page 6B-6 .l of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). 2) Lane closure including taper length and signage shall be based on the posted speed limit at the site in accordance with page 6B-9.2 of the Texas Manual on Uniform Traffic Control Devices (TMUTCD). 3) Please notify Mr. Delmar Smith , Maintenance Supervisor , at (409)778--8054 at least 48 hours in advance of lane closure . If you have any questions concerning this matter, please call. JOP/bja Attachment cc: Delmar L. Smith Sincerely, Patrick T. Williams, P. E . Area Engineer An Equa l Opportu nit y Employer Joey Williams Construction Co., Inc. 12-9-94 Texas Dept. of Transportation 1300 N. Texas Ave. Bryan, Texas 77803 RE: The Texas Aggie Credit Union 501 H. University Dr. College Station, Texas Sirs, My organization has the prime.contract for the renovations at the above referenced location. Part of our contract is the removal and replacement of the concrete sidewalk which ruri·s parallel . with University Dr •• It is our intention to start this work after the students of Texas A&M leave for Christmas vacation as the traffic will decrease along this highway with the absence of students. However, we will require to -close one lane for a short period of time to allow concrete trucks to unload. µe have made provisions for the safty of Pedestrians durning these -times with .flagrn~n, signs and cones as per your requirements shown on page 6B6 .1 }igure 6 ._4 ._l (Typical sidewalk and curb- lane closure) -·-'---:---""--:--· ·. --·-. , .. ~-- I have provided you with a site plan and traffic control plan. If you have any ouestions concerning this matter please call me at the job site ·846-3227 or my v0ice pager 361-6986. cc:file _...-· /.;., ······-·· . I I ,/ 1 (/"'(. p rr . ' . I~ !..,.. -/~ ~..L-~ t::-C ·:: · ,_. _., _,.,..-· ~~~-,_,,, ......... ~ _f, '/r< u cV ;.,.,___ . , 201-B Willow • Bryan, TX 77801-3158 • 409-779-7219 • Voice Pager: 361-6986 ... A -t. 1/'\ u~ \\Tt.:.D fl\t_ T1V:>D\':, 1 C..t1vC C.\.\ -7 __) --1 i ~\I::. \1:... '><~S A(,(,\( C'h:_O,\ \.J11~')1/ i OP. I I I I f--~~~~--~~~~~~--,.~ y... kl C::t -:• C-.1J-l :_l..t::_T!::_ I S-I (' t::_ 'v) A. I_ '{ j ( \,.)o(\'l_ A~t:.A. ) x x 0_ x 0. x 0 . ····---·· --------.. --·-··-···-·· --·-·--·-·-----------··-.... c -----_ -------~--------------- ,---- 1 N 0 Otl\1 .1q~--C <::i liC5 )< iAUlt'_l\D(.) © tL/\1_ ,//' f , I I o S\c,~1s I I C: DF.l "ICES I KEY : SIDEWALK CLOSED S IOEWAL K CLO S(O +- NOTES : 1. Prohib it parking as necessary to provide space for work vehicles and to make site more vi sible. • Tu bu lar marke rs 2. Only signing and control for pedestrians is shown. Refer to appli cabl e diagrams for traffic control. 3 . Signs shown are typic al and ac- tual des ign and/or text is left to the discretion of the user. 4. See G eneral Notes p. 66-3 .1 fo r d es ira ble taper lengths. Figure 6 -4 . 1. Typical Sldewallc and Curb-Lane Closure for l'ede1trlan Control . TX 6B-6 .l ~~ " ONE LINE .J RIGHT ~ NOTES: 1. Taper Formula : L • S x W for speeds of 45 or more. L • WS2/60 for speeds of 40 or less · 2. Ffaggers lo be used where trattic, road cond itions or te r ra i n warrant the i r u se. See general note s on p age 68-3.1. ii r .! I 1: Posted x Speed or Min . 85%Speed Dis lance (MPH) (feel) 30 or less 80 35 120 40 160 45 240 50 .320 55 500 KEY : • • • Channeliz ing devi ces a::o Arrow panel (opt ional) l.e Flagger .. Barricade or truck w il h o range flags or warni ng lig h ts . * This s ign may be used following the LANE CLOSED s ign : however the X Min . Distance between signs must be mai nta in ed . FORM ONE LINE LEFT Determin e Advisory Speed al S ile Figure 6 -7 .2 Typical Appl/cation Minor-Operation on 4 -lane Undivided Roadway Where Half the Roadway I• Clo1ed TX 6B-9.2 (Rev. No. 5) I I ; . i i !. ,· • Fi~ore Xll Application Form Development Permit Inslde/Out'iidc F.,.qrubUshed Flood Hazard Arcafoi City of College Stat.ion, Texas (re: Ordinuna'! No. 1728) Site Legal Description: ...!:l.~o'...!:'.t~l. ....,:Il::;:l.;::o::::;,ck~:i~u!!_r _!l'~~!o.......l>ll.IM....._l.il.Ll'-----.,~------+-~---­ Site Addre.~: 501 Universit ~lvd. Colle (}\Vner:Cr~ater IQXas FedA!.rnl Credit Union Architect/ Bnglneer; Jae.~ W. Cumpton . mid Assodcstes Inc. ........ _...~~~::-"r.l~~.....-.'""-'--==>"1n, .=...;;.;;;....;,~~==-~---L..<<-=.52 Ad(.fress :4103 South Tx v~. Ste 202 Telephone NO.: 409 846-771 Address: 201 B Willow Br an 1'x 77801 Telephooc No.: 409~779~ 219 Otte .Appftation Filrd~ -•u.0~1...,..;~9...,..4 __________ Approve<l: -~----+--- Attached as part of this application: GI ~lication Fee "fJ ff))(!) ·l'l? · CJ Signed Certificate D Site and O:>nstruction Plans, with supporting documentation: two (2) copies of each 0 Other.~~~~~--~~~~~~--- ACKNOWLEDGEMENTS: Date Page 1 of.~ I TOTRL F'. [11 JACK W. CUMPTON AND ASSOCIATES , INC. 4103 S . TEXAS , SUITE 202 846-3771 BRYAN , TEXA S 77802 562 3 88 -232 1131 ••• ~"". -~·· ·~ ••••• ~ -«~" """ ~. 'DliJ0:~::::;:::..~--- 11• o o Sb 1:111• 1: II 3 ID 1:1291: 11•00 ~ 511• ACCOUNT NO . cot -Oooo -4-<-±lo -30 -9 0 100.Do 323456 CITY OF COLLEGE STAT ION $ lDO . DO 6-ct 7 RECEIVED OF \G,c;1<,_ ~ .(_ fq;::$ Ill, FOR '\)j)j> z;b~fe£«±:3 J>: : 19 ~t Paid by_ Check 5Z, J--J Cash THANK YO~ JACK W. CUMPTON AND ASSOCIATES, INC. • ARCHITECTS • 4103 S. TEXAS AVENUE, SUITE 202 • BRYAN, TEXAS 77802 • (409) 846-3771 October 5, 1994 Veronica Morgan Assistant City Engineer 1101 Texas Avenue College Station , Texas 77842-9960 Reference: Texas Aggie Credit Union Project No: 1994-135 Dear Veronica: As requested by your office we are stating in writing that we have not altered the current site drainage for The New Texas Aggie Credit Union Branch in the existing building located at 501 University Blvd ., lot 1 block 5 of the Tauber Addition in the Northgate Zoning District. We also have not increased the amounts of impervious material on the site. RECEIVED 0 CT O 7 199/t MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTS ~ Q)/'O \A}~ umv L.f b p, :JJJ