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Home My WebLink About4 Fazoli's Restaurant 00-31«W COlllGl STATION DEVELOPMENT PERMIT PERMIT NO . 500031 DP-FAZOLI'S RESTAURANT FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: LOT IA LACOUR SUBDIVISION DATE OF ISSUE: MARCH 08 , 2001 OWNER: sec COLLEGE STATION PARTNERS LTD 2121 SAGE , STE 380 HOUSTON, TX 77056 SITE ADDRESS: 400 HARVEY RD DRAINAGE BASIN: WOLF PEN CREEK VALID FOR 12 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees must be barricaded, as shown on plans , prior to any construction. Any trees not barricaded will not count towards landscaping points . Barricades must be 1' per caliper inch of the tree diameter. 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 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 approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Administrator Date Owner/ Agent/Contractor Date ,; r ·:. . .; ..... (;:_.;.: ~oo -~/ SITE PLAN APPLICATION MINIMUM SUBMIITAL REQUIREMENTS ,/ Site plan application completed in full . / $100.00 Application Fee. ~ $100 .00 Development Permit Application Fee. ~ $300.00 Public Infrastructure Inspection Fee if applicable. (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved.) ~ ~ Ten (10) folded copies of site plan. _JJ_ A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. APPLICATION DATA NAMEOFPROJECT rA-Z.oL\ 1 S }2:.E-:::,tA\.l..~Ar·.rT ADDRESS LtrJ \A LEGAL DESCRIPTION APPLICANT (Primary Contact for the Project): li\l£..L,~'fDl\fd't1 0~\l e) Name J?A~N ffit.J CAL£= (ll\lN$lfAL Street Address 2.Sc::> \ lE.XAS IN£.· S . l S\£. A City CDt-t..E&rt. Sr1rr1t>l'...l E-Mail Address md CjC$ @ C tl£ . ~EI FaxNumber 0~3-YZ.Y ~ State t°A Zip Code :/7 8 t.-! o Phone Number b~3-S~59 PROPERTY OWNER'S INFORMATION: Name SC.C... Co\...t...Efz[. SIA\l\':>"-.I ~J;IN~~ > L-n?. Street Address --=2:;;.__i_:\ '2-::........:...\ ___,.$""-L.J.N:z."""'-Ut--+,_.S"'""'-'cr ...... £.,,.__;3~~=---City _ _,_\4c:..=-:0$=->T->-~=::_;::_,..J ______ _ State l)S Zip Code £7oS4 E-Mail Address ------------ Phone Number Fax Number --------------------------- ARCHITECT OR ENGINEER'S INFORMATION: Name Jv1$N'L1fAL. 'D£.w1..:c..frv\~ b~\Jf' Street Address '2c:351 :f12.Xl>6 A\lte. . S ·) 5--r.£. A City CoLL..V~t= S=rtn 111 N State Ix. Zip Code 77BY Q E-Mail Address VVUX':tC$ @ <SffE. .NCT Phone Number (o°t ?;,-53SS Fax Number _ __.._("""o°J-'-'~~--Y.L.:'Z..~YL~.....L..-------- OTIIER CONT ACTS (Please specify type of contact, i.e. project manager, potential buyer, local contact, etc .) Name bo~ 'PA\/\$ • Street Address '"f: 0. ~)( Sla':i C ity _LN~A<...~...:::b::__ _______ _ State l)(. Zip Code :l(o:l ()~ E-Mail Address ------------ Phone N umber (2.<?<-iJ '1':lLj -O"!;> t> 5 Fax Number---------------- S ITE PL\.....,-APPLI C ATIO~ S ITEAPP .D0C 03/25/99 1 of3 -CURRENT ZONING _ __,._W,._P~C.,,___ ___ _ ,. ( . PRESENT USE OF PROPERlY PROPOSED USE OF PROPERlY CoyVJ!flJ1.fi.x2..C\AL bu\ l-Dt Nb:: (FAZ~Ll s fuS7A 'VyjNT) l.Yl lL\ 2.1 Nbt JZ'&l?--r"I NG\ \'0'\'f~'\JF-. lY\~°.::>. V ARIANCE(S) REQUESTED AND REASON(S) #OFPARKINGSPACESREQUIRED ~i 0 MULTI-FAMILY RESIDENTIAL f :-T talA <:::::.,-· o creage ___ _ Floodplain Acreage __ Housing Units ---- # of 1 Bedroom Units # of 2 Bedroom Units # of 3 Bedroom Units # of 4 Bedroom Units FOR 2 BEDROOM UNITS ONLY __ # Bedrooms ~ 132 sq . ft. __ # Bedrooms < 132 sq . ft. # OF PARKING SPACES PROvIDED '7 ~ ~ COMMERCIAL Total Acreage \ -'1 C \ Building Square Feet 3Slc2, Floodplain Acreage O .Z2. ~ ---- The applicant has pr pare this application and certifies that the facts stated herein and exhibits attached hereto are true a S ITE PLA.'-: APPLICATIO N SITEAPP DOC 03125 :99 2 of3 .. SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations: 3 B <.o'Z.. S.'f.. p '-.l\ VO\ N (;;r "'\-P '£l\J ~ \ N Lo~:t P'? A 'O:[.A(.Lt"[ -C'I;) --m£ ACKNOWLEDGMENTS: L --~-=...=..;e ......... _J::d\=-.._,_\I.......,.\.~=--------'' design engineer/owner, 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 th ocume ts and the reguirements of Chapter 13 of the College Station City Code. Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. L r-s/A 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. t¥A Engineer Date B . L }.)()t.-r~ 5. ~~<-;3~ . ,'f.'f. , 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.. ~,~·1, o'1 /cr-rl~c Engineer Date C . L Nc"-'-t~ ~. f?~n .. 1J"ri. 1 f.f.. , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this pennitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of flM;;J/$~~ t Engineer Date In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, m from construction, erosion, and sedimentation shall not be deposited in city streets, or existing SITE PL-\..' APPLIC ATION SITEAPP.DOC 03/25,9 9 3 of3 (f ~ COLllGl STATION DEVELOPMENT PERMIT PERMIT NO. 500031 DP-F AZOLI'S RESTAURANT FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: LOT IA LACOUR SUBDIVISION DATE OF ISSUE: MARCH 08 , 2001 OWNER: sec COLLEGE STATION PARTNERS LTD 2121 SAGE, STE 380 HOUSTON, TX 77056 SITE ADDRESS: 400 HARVEY RD DRAINAGE BASIN: WOLF PEN CREEK VALID FOR 12 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count towards landscaping points. Barricades must be l ' per caliper inch of the tree diameter . 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 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 approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Administrator Date Owner/ Agent/Contractor Date ' < ! -:-.... FOR OffiCE USE ONLY ~ CASENO. OO-bg j DATE SUBMITTED ±-]-On SITE PLAN APPLICATION MINIMUM SUBMITIAL REQUIREMENTS ,/ Site plan application completed in full . 7 $100.00 Application Fee. ~ $100 .00 Development Permit Application Fee . ~ $300.00 Public Infrastructure Inspection Fee if applicable . (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved_) -J, Ten (10) folded copies of site plan. · _!J_ A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. NAME OF PROJECT { \-A-Z...oL.\ s APPLICATION DATA ADDRESS --"L~~=Q~--\~A_,_.....-~l =-A.........,._(.=0~~~"2......__~'5>~~=---f?~O~l~~\~S~l~~-r--.J _______________ _ ) LEGAL DESCRIPTION l . D '1 1 Ac. '<l.E-:1'"'12.A CT APPLICA.t"""IT (Primary Contact for the Project): Name J2A&>N Mt.J CALF= ( M\JN\Cl'f'AL ~\f t-L..CJfmE-N:r &et:i\J e ) Street Address 'Z.S<s \ 'TE.XA:'.:? ./NE· S . 1 S\£. A City CDL..L.E.6It SrfYJ!~N State t'f. Zip Code "17 8'-i o E-Mail Address ynd <jC $ @ C tlE . f'\C T Phone Number b°\ 3-5~59 Fax Number (2°1 3-<...IZ..Y ~ PROPERTY OWNER'S INFORMATION: Name SC.C Co \.-L-EfzX:. Sii\\ 1~r---..1 ~l;INE.,Vl._~, L \'(?. StreetAddress 2\'2-\ $M.,.,t:: J S=ce_ 3~ City _ _,_\_0:"""S"--~-'--"-t)-'--r-J _______ _ State I)<. Zip Code (7DS\J< E-Mail Address ------------ ARCHITECT OR ENGINEER'S INFORMATION: Name PY]u N\C.1fA1,; 12s\Jf-L.'v\"'0~V,.i\'Sf 6 Y2.t)1,.J'f Street Address '2 <=.351 J°£Y.Ac.., A'4r.. S ·) 5-1£. A City Cow ,..£J21t= S--rA 1 1 ~2>i State --l 'f.. Zip Code 77p ,u. 1:.2 E-Mail Address VYU?&-C~ (? 6 CfE.. NET Phone Nwnber eoC., S-5 3 s<=-1 Fax Number _ __,_/-""o ~_,__~~-""'--_Y...i..'2..-=-Y.....__~..,_ ________ _ OTHER CONT ACTS (Please specify type of contact, i.e. project manager, £Otential buyer, local contact, etc.) Name -£~ 5 PA'J\S S treet Address ?. 0 . ~)( SlC?'-i City LN A-c..o State l'f Zip Cod e 7 Co"J ?, E-Mai l Address ------------ Pho neNumber {z c:,~{) '1L}t.i-o;,c5 FaxNumbe r ________________ _ SITE Pl.A."-; A.PPLICATIO~ SITEAPP r::;.-...c O<n < '>-0 95 t; -I of 3 r SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific waterway alterations: 3Bto'Z.. S:f-p\_j\L-0\Nl::r :1 P~'J~\N LoCJl"]Jt)<? A'OIACKJ:T -r~ --q7 £- ACKNOWLEDGMENTS: I, --~-=--=->6~-~=-._,_\I~\. ~=-------· design engineer/owner, 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 th ocume ts and the reguirements of Chapter 13 of the College Station City Code. Contractor CERTIFICATIONS: (for proposed alterations within designated flood haz.ard areas.) A I, r-s/A 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, }.)()t.-n-\ ~. ~°4J!VlL.. ;J~ . )f .t: .. 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. ~,~·f, o:-\(ct-il{)a Engineer Date C. I, No-t-t:~ ~-~A'U?Jk\1... .'Jl2. 1 f.f.. , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity bf the waterway adjoining or crossing this pennitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of fl~~A::=: ~ ;J ~'f!J ~~ ~ 6 '-1 /()1 l ~o ~gin~ ~ Date D . I, ~;n\ 'b . f7-A'9..li?f.\1...)J-e.. )f.£. , do certify that the proposed alterations do not raise the level of the 100 year fl~above e vation estabrr:;;,ed in the la Federal Insurance Administration Flood Hazard Study .,,_~"-~"%.~ · ~ , d. ~c: OF 1. ~ ' . v / ~'\ (::?:\ I DI lo o '-?.\~~~·",.·"••ee~~~,. Engmeer D a te A '?>) 0.J' · , ~t. 11' &I\ /? t; l .. A f¥JU \~ <a V~ Conditions or comments as part of approval : i! 'J.;V">' '\ f.": SITE PL ..\..'." APPLICATION SITTAP P. DOC 03/25 99 J ofJ .J vu -;; I MUNICIPAL DEVELOPMENT GROUP 2551 Tex as Ave. South. Ste. A •College Station , Tex as 778 40 • 9 79-693 -5359 •FAX: 9 79-693-4243 •E-mail : mdgc s@g te.com Co nsu lti ng Engineers, S urvey ors, Planners and En viro nmenta l C onsultants May 10 , 2 000 Jeff Tondre, P .E . City of College Station PO Box 9960 Co ll ege Station , Texas 77842 RE : Fazoli 's Restaurant and LaCour Subdivision MDG Jo b No. 000581-3301 Dear Jeff: R~boi-i, rs ~ el',:.;f>~:\ illlkf I'/.'! -t-iie pa vK. vr ~ /6 f a.p "'Mtt ..t, t:>.Ccttpfn,..~ -f/._e alJ..S ? :r:f lock.<; ~a,(( ;/Jtr >fr'ou Upon review and analysis of the existing storm drainage structure fo r Lot lA of the LaCour Subdiv ision we have found it capable to meet the drainage runoff of the above-mentioned project. The existing storm drain is a 24"0 RCP at a 3 .90% grade. Runoff area that is received by th is structure is a 1. 70 acres watershed generating 14 .03 cfs and 16.55 cfs during the 25 year and 100 y ear rainfall event res pectively . The capacity of the 24 " 0 RCP is 44 .64 cfs . From the res ul ts of our analys is the storm drain will discharge runoff at ve locities of 4.46 fps and 5 .2 7 fps . This information illustrates that the existing draina ge structure me ets College Station drainage policies for the Fazoli 's de v elopment. Si ncerely, f 1(Jr-BJd! f . North Bardell , Jr., P .E . CEO RM/tm 000581-c.43-84{330 I ) J UU -;:;; MUNICIPAL DEVELOPMENT GROUP 255 1 Texas Ave. South , Ste . A •College Station, Texas 778 40 • 9 79-693-5359 •FAX: 9 79 -693-4243 •E-mail: mdgcs@gte .com Consulting Engineers, Surveyors, Planners and Environmental Consultants May 10, 2000 Jeff Tondre, P.E. City of College Station PO Box 9960 College Station, Texas 77842 RE: Fazoli 's Restaurant and LaCour Subdivision MDG Job No. 000581-3301 Dear Jeff: Upon review and analysis of the existing storm drainage structure for Lot IA of the LaCour Subdivision we have found it capable to meet the drainage runoff of the above-mentioned project. The existing storm drain is a 24"0 RCP at a 3 .90% grade . Runoff area that is received by this structure is a 1. 70 acres watershed generating 14.03 cfs and 16.55 cfs during the 25 year and 100 year rainfall event respectively . The capacity of the 24" 0 RCP is 44 .64 cfs . From the results of our analysis the storm drain will discharge runoff at velocities of 4.46 fps and 5.27 fps . This information illustrates that the existing drainage structure meets College Station drainage policies for the Fazoli 's development. Sincerely, n~rJn-iLMI f. North Bardell, Jr., P .E. CEO RM/tm 00058 J-c.43-84(330 l) MUNICIPAL DEVELOPMENT GROUP 2551 Texa s Ave. S outh , S te. A •College S tation , Texas 7784 0 • 979-693-53 5 9 •FAX: 979-693-42 43 •E -m ail: mdgcs@gte.net Cons ultin g Engin ee rs , S urv eyo rs, P lann e rs and E nv iro nmental Co nsul ta nts April 7, 2000 Jeff Tondre, P .E . Development Services City of College Station Re: Fuzoli's Restaurant -LaCour Subdivision MDG Job No. 000581-3301 Dear Jeff: As it was discussed at the pre-development meeting on April 5, 2000, the development of the abov e referenced project would be required to comply the comprehensive drainage report that was prepared by our office in September of 1996 for the original 12 .23-acre tract. As you will find the grading and drainage plan conveys water to the primary drainage way of Wolf Pen Creek in the two courses that exist today . One being George Bush Drive East and the second being the existing RCP at the rear of the parking lot. As illustrated in the earlier study, no detentioning will be required . Please feel free to call me if you hav e any questions or ifMDG can assist y ou in any fashion . N orth B . Bardell , J r., P .E . RM/tm 000 58 1-c.42-82 .doc MDG-1 MUNICIPAL DEVELOPMENT GROU;-3\ 2551 Texas Ave. So uth, Ste. A •Co ll ege Statio n, Texas 77840 • 9 79-693-5359 •FAX: 9 79-69 3-./243 •E-m ail : mdgcs @g te.co m Co nsultin g Eng in ee rs, Surv ey ors, Pl a nners and En v ironme ntal Cons ultan ts May 22 , 2000 Jeff Tondre, P.E. City of College Station PO Box 9960 Co ll ege Station, Texas 77842 RE: Fazoli's Restaurant and LaCour Subdivision MDG Job N o. 000581-3301 Dear Jeff: Upon re v iew and ana lysis of the existing storm drainage structure for Lot lA of the LaCour Subdivision we have found it capable to meet the drainage runoff of the above-mentioned project. The existing storm drain is a 24"0 RCP at a 3 .90% grade with a curb inlet opening of 3 feet. Runoff area that is received by this structure is a 1.70 acres watershed generating 12.180 cfs , 14 .03 cfs and 16.55 cfs durin g the 10-year, 25-year and 100-y ear rainfall eve nts respecti v ely . The capacity of the 24 " 0 RCP is 44 .64 cfs. From the resu lts of our analy sis the storm drain will discharge runoff at ve locities of 4.46 fps and 5.2 7 fps. The existing curb inlet was determined to be inadequately sized . The ponding depth was anal yzed to be 1.15 feet and 1.41 feet during the 10-year and 100-y ear ra in fall events . It w as then calculated that a 8 ' curb opening would be required to maintain a depth less than 8 " during a ny rainfall event. Therefore , while the discharg e pipe is adequate ly sized , the curb inlet will require reconstruction. See Grading, Drainage, and Erosion Control Plan for details. Sincerely, cJbt{j]Wf,, North Bardell , Jr., P.E . CEO RM/tm 00058 l-c.43 -84(330 l)