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Home My WebLink About83 Development Permit 451 On The BorderDEVELOPMENT PERMIT PERMIT NO . 451 ON THE BORDER RESTAURANT FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 2 , Texas 707 Subdivision SITE ADDRESS: 709 Texas Avenue College Station, Texas 77840 OWNER: Brinker International 6820 LBJ Freeway Dallas, Texas 75240 (214)770-9137 DRAINAGE BASIN: Wolf Pen Creek Tributary "C" TYPE OF DEVELOPMENT: This permit is valid for site construction as shown on the approved drawings. 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. Owner & Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing of hay bales used for temporary erosion control. Owner & Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . Owner & 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 outside 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 e City of College Station that apply. Date Owner/ Agent Date JUL -30-1997 09:42 BUR Y & PITTMAN, IN C. P.01 . ·11 Bury + Pittman Consulting Engineers and Surveyors PHONE NUMBER (972) 991--0011 FAX.NUMBER (972)991-0278 r:: (E ·' ON. fH.c" ~·Zbc-i:::: DATE: 7 /30/97 . JJw µ~," t='t <-c TO: Steve Homeyer COMPANY: City of College Station FAX NO.: cc. FROM: B+P JOB#: (409) 695-2493 Cave Johnson, Brinker International, (972) 770-8856 Al Liseth (409) 695-2493 Chris (409) 695-6741 Michael L. Clark On-The-Border Project No. 30002-21 NUMBER OF PAGES INCLUDING COVER SHEET: 2 ~-:....~~~~~~~~~~~~~- MESSAGE: __ _:;;.A:..::t:...::t-=a-=ch::.e::..:d=-.:i::.::s:........c.p::.o.::.rt.:.;l.:::-O::.:n::....;:o~f~Sh~e::=.:e~t,,__,,C~-_,,_5_,_. ____.P~u~r=-=s;:.:;:u:.:;:a:...,n-=.t_t.>::.:o~p~h...,.ocun~e-c:..:01:.1n~y'-lie ... r ... s.,.a~t-=-io..,,n~w:..i..a.t;..eh~ Al Lise.th, we have revised the note at the conflict between the existing 6 11 water line apd 24" RCP to indicate the water line is to be lowered by use of vertical hepds c;o provide a minimum of 24" of clearance. We respectfully request your approval of this chanee so he may proceed with construction . It is our understanding Mr. Liseth is desiring to complete this work on August 2nd and/or 3rd. The revision will be shown on the Record Drawings after co~pletion of construction. No Copy to Follow D Certified Mail D Hard Copy to Follow via First Class Mail 0 Overnight Delivery D Messenger PLEASE NOTE: If you did not receive all of the pages , please contact the sender at (972)991 -0011 as soon as possible. BURY+ PIITMAN-DFW, INC . 5310 Harvest Hill Rd . , Suite 100 Dallas, Tex.as 75230 CONTRACTOR TO INSTALL 3-4" CONOl.JfTS FOR UNDERGROUND ELECTRIC •, •• .... • .. )'! • ~ ,'": ·..__ .. , '-.. ~·.; .:: >·: ... «:'--'.· .... ' ... · -i 0 .. ,. -i D r -0 ~ [\) . ~· UTfUTY rnN~T ~l 1rT1rH~t ·~II I 7 11 ~I i I Ix>• JUL-31-1997 09:23 EURY & PITTMAN, INC. P.01 Bury + Pittman Consulting Engineers and Surveyors PHONE NUMBER (972) 991-0011 FAX NUMBER (972)991-0278 DATE: 7 /30/97. TO: Steve Homeyer COMPANY: City of College Station FAX NO.: cc. FROM: B+P JOB#: 7{,f-~~(R (409) 993 2493 Cave Johnson, Brinker International, (972) 770-8856 Al Liseth (409) 695-2493 Chris (409) 69&-6741 Michael I. Clark On-The-Borde?; Project No. 30002-21 NUMBER OF PAGES INCLUDING COVER SHEET: 2 MESSAGE: ___ A.....:t:....:t=-=a=-=c..:.:h..::.ed.::.._;1:;.;· s;;._.i;p..;;.o..;;.r..;;.t.;;;.io;:;.;n:..:........:o:....:f:.......::S.=h.;;;.e.;;;.e t.;;....;C;;..-...-::5:...:._.=...Pu::::.;r::...:s""'u=a"-"n...,,t~c:::;:.o_p1:::::h~o'-!.n~e~c~o.::nv-"-e=-r:::..:sli:.::ia~t..,.i~o~nc.__!!.w~itl;..lhol...- Al Lisech. we have revised the note at the conflict between the existip~ 6'' w~rer line and 24" RCP to indicate the water line is to be lowered by use of vertical bends to provjde a minimum of 24" of clearance. We respectfully reguest yoyr approval of this change sn he may proceed with construction. lt is our understanding Mr. Liseth is desiring to complete this wo~k on August:: 2nd and/or 3rd . The revision will be shown on the Record Drawings after completion of construction. No Copy to Follow D Certified Mail D Hard Copy to Follow via First Class Mail 0 Overnight Delivery 0 Messenger PLEASE NOTE: If you did not receive all of the pages, please contact . the sender at (972)991-0011 as soon as possible. BURY + PITIMAN-DFW, INC. 5310 Harvest Hill Rd., Suite 100 Dallas, Tex.as 75230 ( ~\J;s.-~o l ')""' ~:~. ~ '-~'1f,..·1, ~' ll' ,.CO_l'-ITRA __ C_T_O_R-T0-1-NST:_AL_l""""'I ""' ~""' 1 -t' CONDUIT FOR ;> ""' ""' I\ L'd.12' I \ ~-----------·--··-·-·--·---------1 • \ i '. ' -.i \_ • ~ '--.. ' c~ur. UNDERGROUND CABLE 1V (f5 ~ F.L. 18"=325.66' l\:I '' 1 s:· =J25.24 \ ~ I • l.D 1~ RCP '6 . l.D ~ = E --:! ~ ---~ --.--' .. _ ----..•.. ___ GM. .;~;>.~;·;'·;,;;) '· ............ . .· .. , ·. ,. •.._ ~ ·:· !._ _·',r :\. ..;-. -:. "\ ••. ... )I -l D I -l ]) r ll IS) I\.) .. , :· .•. · \ ; ...... :.~ _.· .. :1 ;:-~ "N CONTRACTOR TO INSTALL 3-4" CONDUITS FOR UNDERGROUND ELECTRIC <::: 7057-....... ·-·-----·--· --· -------·---r.L... 12' CURB INLET T.G.=J26.54 f.l. 1 B" =J22.20([XISTING) F.L. 24" :::J22.00(8Y OTH~S) -·------c --· -----· --··--------··-· ---· -----· ...., 1 o· VTILITY ESl,ff. ' rm' . :;~·-Y,. .. ·. . ...... ' .......... . ..... _. •.·, :--. ,, ··.·' I. ~ L1 IJ t: 2 ,__ :::> lJTfLITY C.()N~T Rt lrTlf"\1\.1 ~11 . ....-. fu : : -~ 1----, r-• ii l --11 \ \ .. I\.) (JJ ~Ii l i ~ I L~-hlllB" t' ~~ . , -N RCP r • I ----++"+j d~ ... --ll ----_.. EXIST. f1RE --~~-----v---.--~~---------;t/d ft.· C.o#TIU/I! rJ. SJ/4tL -!Awe.e n/€ ei1sn1t1& (," tvlll'o! /tfA1AI 70 N,o)l1r.JC ~ 1'lw1M~/lll ~ ttA~t't O/' c;PI" 8£"b. 7>/-c c:PtJ." ee.P. rl( ~ Mil'"' £/-41. l3F" loult!'«a /Jf_~-.1Y,,se-er cf, .. :v.s· OJ. #0 'ff"RTt~,~-· . ~> b'tn/_ 7>/£brT /kocL -...,:'~ .,. r ·. ~ (' ..... (.--,-. ,~··':~if~~;;':;>~ ~ ll IS) I\.) A UB RY -HANSEN G ROUP, IN C. INVOICE NO. I INVOICE DATE I DESCRIPTION I GROSS AMOUNT I DISCOUNT I NET AMOUNT .1. " :~~i) .. '~.~ 7 30-JAN-1997 lX413-013U1A • (H.> ..::+• . .)>.'1. (>( TOTA LS 4 00. (l ') • O< i 400. ()(_ ACCOUNT NO ._·--------------- Paid by _ Check Z,G/ {f6 Cash __ _ 3829 31 19 CJ·7 Figure XII Development Permit City of College Station, Texas SiteLegalDescription:L6f d o f f e X/J1S l o Z St1B0 1 1 Y/s efJ ,/ Address : ~8 c2f2_ lfjJi FA'ee "-'" i O!J;./. A.!y f X, Telephone: /--d!_-=-l ~ -71J _ Architect/ f Engineer:. f3u & Y -f ,' t r>1 /f J. I/ Address ,)31/2_ ~(}_/? t'.cfif.'g_ ff9 Sf e. j 0 0 Telephone No : J 5}-__ ___::<JC> __ • Contractor: Ii ufil V HfJ .tf 0 c l/ .frlC , I Date Application Filed : -------- Address : /S o/ ~ v rnm1' f: 6 (c . ff J;.Jb /(t~ f j, Telephone No : 8/ 7-3 3 .S-5.s' f L> Approved : __________ _ Application is hereby made for the following development specific waterway alterations : 0 Application Fee 0 Signed Certifications 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans , with supporting Drainage Report two (2) copies each . 0 Other: ----------------------------- ,, Co~ f Ra c f o ru ' ,..design rngi11eer/owrH~f; hereby acknowledge or affirm that : The information and conclusions contained in the above 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 in this application according to these documents and the requirements of Chapter 13 of the College Station City Code . Property Owner(s) Figure XII Continued CERTrFICA TIONS: (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 of this application is designated to prevent damage to the structure or its contents as a result of flooding from the l 00 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 base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps , as amended . Engineer Date C. I, certify that the alterations or development 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 development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flood ways and of floodway fringes . Engineer Date I , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study . Engineer Date Conditions or comments as part of approv a l: ___________________ _ 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. 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 . fonn1/mw'<\>crmi t/I 0·91 I', II\ .\ l 1 1i!ll lr ll l 111 \\ ' I !t..,tJl111l!! i.tl!!IE'"•'I"' ' 'II December 3, 1996 Ms. Shirley J. Volk City of College Station Development Coordinator 1101 Texas Avenue College Station, Texas 77842 RE: Drainage Report for On The Border at College Station College Station, Texas Dear Ms. Volk: ,-dll ll.1n1· .... 1 1111! j;p,pj "111 • I. I 'I I 1 Hil 111111 I ' 'I I "'I I 11~ -.... 3002 -21 As you are aware, it is the intent of Brinker International to build a proposed On The Border restaurant on part of what is now known as the Texas 707 Shopping Center at 707 Texas Avenue, College Station, Texas. In order to do so, a portion of the shopping center is to be demolished to make room for the proposed On The Border restaurant. A drainage analysis has been prepared, to examine the whether or not the amount of runoff has been increased on the revised portion of the 707 shopping center and whether existing drainage patterns have been altered and what impact this has on existing storm drainage systems . Before demolition of the specified portion of the 707 shopping center, approximately 6 ,921 square feet of landscape area currently exists . However, after demolition and construction of the proposed On The Border restaurant approximately 14,718 square feet of landscaping will be provided . Therefore, a net increase of 7, 797 square feet of landscape area will be achieved by building the proposed On The Border restaurant, thus, reducing the weighted "C" factor and decreasing the amount of runoff from the site. Table 1 shows both existing and proposed calculated storm water flows for a 10 year storm event, as required in the storm drainage policy and design standards handbook for the City of College Station. In comparing both existing and proposed conditions, even with a light shift in drainage areas, proposed flows are lower then existing flows. Along with an increase in landscape area and a reduction in stormwater flows, the proposed On The Border restaurant has been positioned such that there is no significant alterations in drainage patterns on the proposed site. The attached Figure's 1 & 2 show the existing drainage patterns compared to the proposed drainage patterns of the site . As you can see, the proposed and existing drainage divides separating the drainage flowing B1iry · Pittn1an Ms. Shirley J. Volk City of College Station December 3, 1996 Page 2 to the front and rear of the property are virtually identical. This should insure that neither drainage system is asked to increase the capacity for which it was originally designed. If you have any questions or comments, do not hesitate to give me a call. Very truly yours, f wt(}i Ocie L. Vest, P. E. Branch Manager ~~ Kevin Spraggins Project Manager OLV\KS\nh Attachments F :\3002-21\ADMIN\002SLT02 .WP6 TABLE 1 Calculated flows (Q) for existing and proposed condition for On The Border site: DESIGN STORM USED -10 YEAR • Time of Concentration (TJ-10 min (minimum allowable) • Rainfall Intensity (i 10)-8.25in/hr (Figure III -I) • Weighted "C" Factor: Existing Total Area - Landscape - Impervious - 105328.94 ft2 6,920.56 ft2 98,408.38 ft2 Weighted C Factor: c = (0.9)98,408.38±(0.45)6,920.56 105,328.94 c = 0.87 Design Flows (Qcfs): • Existing: • Drainage Area A: Area= 31814.99 ft2 = 0.73 ac c = 0.87 I = 8.25 Proposed Total Area -105328.94 ft2 Landscape -14, 717.3 ft2 Impervious -90,611.64 ft2 c = (0.9)90,611.64±(0.45)14,717.3 105,328.94 c = 0.84 Q = CIA = (0.87)(8.25)(0. 73) = 5.24 cfs • Drainage Area B: Area= 73,513.95 ft2 = 1.69 ac c = 0.87 I = 8.25 Q = CIA = 12. 13 cfs /~,J7 '----------------BURY & P ITTMAN . INC ---------------' • Proposed • Drainage Area A: Area = 32245.25 ft2 = 0.74 ac c = 0.84 I = 8.25 Q = CIA = (0.84)(8.25)(0.74) = 5.13 cfs • Drainage Area B: Area = 73083. 69 ft 2 = 1. 68 ac c = 0.84 I = 8.25 Q = CIA = (0.84)(8.25)(1.68) = 11.64 cfs F :\3002-21 \ADMIN\002SLT02 . WP6 /00 '(R_ I~. -SZ ~-------------BURY & P IT TM AN . INC . -------------_J