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Home My WebLink AboutMiscellaneous ~~ r ~~ ~~~~ DEVELt~PNJIENT PE~N1~T PERMIT NC. 4065 GAGE NUMBER: 9fl-340 FC~R II~tSiDE THE SPECIAL FLt~OD HA7.~iRD AREA - RE: CHAPT R 3 QF THE COLLEGE STATION CITY CODE SITE LEGAL DESC TIt~N: 34.13 acre tract, rich d :Carter Su~ey ~!-8 SITE ADDRESS:: ~ ~~~ East Bypass O~G'NER: Greens Wart d/Georg ~~ 'Chrrtelar 1OI lYloss he on St t ll C 7840 x , a i o ege ASiN. DRAINAGE B Carter Creep ' TYPE. OF DEVELOP ~, ~~ NT: ~ • yr T~rls permit valid f , lacernent of 1111 material onl in those areas deli Hated on y ~ drains a lan Acce g p table ill materials rare imi~ed to dirt, concre e, and brokE~n " bncl~ Unacceptable . ~~ l"rll matenals include but are not lirtz~ted to rao~rig materials sheetrock lectrical conduit, plumbing materials, pipe (metal or pvc,~, insulation ar~d lumbe .~ .All unacceptable Il materials musi be removed prior: to relocation to receive f roe .Fill material must be ins ected b tl~e CITY riot to relocation to r eeeiv~n roe ~1 unacceptable ill materials shall ae disposed of at the CI ' landfill. lV'o unacceptable X11 materials shall remain can 11tC1VB property. 1 fill material on receiving ` property shall be seeded. Removal, transport, a ury of debris not in accordance wilt tars permit shall be considered a direct " olafion of ordinance .1845, whereupon owner is s~ibjec# to Vines -and penalties. ~, once ~n accord with Cho ter 3 of the Code: of Ordinances of the Ci of ty p College Station, mews ; _ re shall be tal~en to insure `that debris from construction, erosion, and sedime C ation shall not be deposited in city streets, or. existing drainage :facilities. I hereby grant: ~~ t his permit fore. development of an area .inside/outside the special flood hazard area. All development shall be in ac~ardance with the plans axtd sp+~ci~cati ns 'submitted to and approved by the City Engineer in t~1e development permit application for the above named project and all of the codes and ordinance ~of the City of College Station that apply.: r " Administratox~Repres e Date nta ~~ ~s. P~t~1I ~l t.~ ~~ViSll~t ~f Post Off-ice: Box X96'0 1101 Texas Avenue College Station, Teas 7784~aQ96Q ~40~~ 164-~s7o • • tq i T~: P1~ >~~n ~~n~.n ,-c~t~zaazcn ~ .; t ! E~~~: Jan ~. ~~~, ~~n~~~° ~la.nncr ~E. Per ~ ~~~ir~~~n~ ~i" ~ ~ ~~~~ial ~~mu~ement i q 1 ~'~~ ~s you ~~e ~.~~ r~ t~.e ~~nin ~r~~.n~.n~~ a.llcc~s t~~ ~~Z tc dct~r~i~e ~a~ ~'in~ r~~~li~m~bt~ fir ~a~a nod Bated in the 'i ordin~n~~. T ~ ~.~P~.~.~~nt ~.a pr~~cain~ a. ~'~cili~~r t~.~.t will ~~ ha~~e sc~e ~r~ ~ ~~ r~lni.tnre . elf, ~ ar~a.ll a~e~ Cdr c~c~quet end ~ na.ne by ~~.~' ~o~~~s~. ~~ ~~Z b~a.s eot~blia~ed a ~i~~ Far~~.n~ req~.i ~n~z~t ~c~ r~~.ni~tnre clf b~~ r~e~~er fir ~ ~, c~~~nerc~.a.l c ~' cci~rse open tc t~~e ~~nernl ubl~.c. Tb.e ~pglic~nt ail ' ~~eaert ~ site plan ~I~c~~i~ th.e l~c~~icn of these re~~ea.t ~r~~.l ~rea.a ~~ ~a the ~~~~is~~.on to determ~.ne ~. ~a.rkin~ re~,~.~~~ent cr t~~e ~r~a jAc~ ~, is E~ the F~:~ ~e 'din at~.~~ ~~~i~.l b.a..'~ r~a~~r~he~ ether ~itl~s ~hd be r~~.d~r ~ dl~~usa their ~e~ge~t ~_~. p~~~i~~ Ii r~~,u~.r~~l~n'~~. ,. I' ~,, ~~ ~, ~ ~~ ~~ i, ;~ i ~~ ~GEND~A, ITEM COVER S~I-TEET ITEMS SUBN~Q'I'TED ICY': J~N'E KEE DEVELaPMENT SERVICES F4R CoUN~IL MEET111tG oF: THURSDI~Y, JULY 26, 1-990 ITEM: Prelrnina Plat - Greensworld Phase 1 (90-300) ITEM SUIU~MARY: This plat includes 23.5 acres of land and is located on the east side of the SHE East By-Pass appoximately 112 mileaouth of the intersection of FM ~0 and the East By-Pass. The plat includes 3 lots for the proposed use of a golf course, miniature golf facility and a .croquet course. Thef property was rezoned in 1989 vc~th these proposed -uses in mind..: FINANCIAL S ~~~ ~i~Y: The applicant will be requesting oversize artici anon for the ;waterline extension. The City .Engineer will be p ~ available to discuss ;preliminary figures. ~-TAFF RECOMNDATIONS: An impact study which addresses the technical aspects of the proposed preliminary plat has been submitted to the Ct Engineer's office. The City Engineer has reviewed the impact Y stud and has no general disagreement with the information ...provided. Y However, while the impact study concludes .that an 8" waterline .would be sufficient to serve this development, the City Engineer indicated that a slightly larger line may be required..: The P&Z discussed this preliminary plat on ?-5-94 and recommended approval by a unanimous vote of the 4 members present.: C1TY ATTORNEY RECOMMENDATIONS: N/A SUPPORT MATERIISI~S: 1, Application 2. Location. Map 3. Presubmsson C nference Report 4. Plat Presubmissian conference 1.2-27-~9 paq~e 2 of 3 ~~j~C(TY OF COLLEGE STATIOI`I li , December ~ ~l, ~.9 ~ ~ { MEMORANDUM TO: Regency Par~wa~, inc., 1.804-~'in~eather, Hr~an~ TX Stuart Klin ~ ~tlfng Engineering, Aryan M ~ ~ a r planning and~,Zonrnq Commission !~ FROM; Jim Ca~lawa~~ City Planner Mark smith, ~Assis ant Cit~r engineer Bennie Luaa~k~, `Wa~Ger Pradudtion Su~rerintendent 'bony Micha~~ky Elec. Constr.Maint ~uPervisor Shirley vo1k~ Development Cooardinata~r button Rosier, Planning Technician SUMJEC~: Preliminary;Plat.-Green's World t90-30.0 ;, i .the ~ P~e~ubmissian canfe~ence was held on thrs date: to review subject plat, and the applicant was informed that until Impact studies have been received and approved,_consideration of this plat before the Planning and Zoning commission will not be scheduled. 1 The a~~lcant explained his plat anal t~-e planned pzo~edt as follows: Lot 1 has 64 foot of frontage along the B~rpass and goes back to a anhandle o~ about ~3 acres which will be developed into p a 9 hole golf course. Lot ~ has 60 foot of frontage a ong the Bypass and will be de loped into a ~o~amerdial amusement area to accampan'~~ the ..,,.golf oour~e. Lat 3 is reflected as having dart of the lot '~~in the 100 .fie i_r food ~lain~ but a~ change will probably be made to I~~~that lot on t Pinal Plat to reflect that no partaf Lot 3 is locat',ed in the lOQ year flood plain. An 18" water line will be extended~'~, from the vGi~ity of tie Purrow~ business, slang tie ~ypa5s tlo a termination point at the narthern edge of this property.. When infor~aed that if the water .line is planned to be a pro rata, lines it mus Dave .City Council approval the applicant stated t'~hat plans are or N~1~$~.the owner of the lot adaacent and tv the s~'~~outh of this operty~ to participate in the.. cost of this Tine. ~' ~, Mr. Kling :.went. on to e~lain that .sewer ~ervica to this sut-di~ision will be from a 20" li ~ ~unnin~:parallel to Carter Creek. He i • pointed out that Lots ~ ~~ & 2 have service, and why le the applicant/owner believes that there is no need for servile to be provided to Lot 3e the City Hngineer' office has requested inclusion of an easem t to'cover a sewer line which is rewired to be 'installed to erve, Lot 3. Nr. l~lnq sated that ~~ec°~ri~ service will take access..alon~ a line between the bank property and this praper~Y~ and that while a ~~ foot easement is an the bank's property, .and is'r~:fleoted on plat which has never been filed fox records his a~plipant/owner wands to provide a-10 food ut~li~ ea ement on this ~ra~erty ~a provide access. The city's te~hnieal s~a;f fisted tie fol~,owing ~ondit~ions Which ~us~ be met before a recommendation for approval can be made: f ELE~~RTCAL: ~n easement) ;of_ a minimum of 2fl feet in width is required along a 'line between he NCNP property to the south and this property: The-easement the ~pPlic~nt referred to as existing is not-actually existing, because the flat an which it was-shown has nor been filed for ~ec~r~ with the County. Either the entire ~~ foot easement must be shown on thi pr~aperty or the..pro~erty owner adjacent and to the south ~~ this prop~,ert~'can participate in this play to dedicate part of!that property for the easements or the easemen can be dedicated by Separate Instrument, Include a note on the face of this.,pl'at to indicate that electric se~~rice will be extended~f~om the exis~in~ service at the Furrow's property, If undergroun~~ser~ice is desired submit a le ter -requesting that type of service to the Electric division. The developer is responsib~.e ` if ~r paying t'~,he post difference between overhead and ~nde~ground servile, PLANNING: If the a lic~nt is Tannin to make th ~ '~ w i pP 4 i i ~ g e g stet l one a pro.,,rata 1ne,.the City;Counc~l must. grant approval, i ~~ Prior to submi tinq a Final Plat, or w,~en submitting a ~`inal Plan. off-site easements are re~uized~for all services. Responsibility far ob~aining..those easem~n~s and clarifyingthose off-site easements is that o~ the4~eveloper. . ~~ ~'ATER ~ SEWER: Mr. Kling; stated that the portion or Lot ~. on the north sideof:Carter`Creek will not require sewer service. F~NG,INEERING. ~ note on he face of the plet is required regarding ~1)whe~re the 18" water ~.~ne will tie into the. existing water s~stemi~ ~~)the fact ,that t~ais line has a potential of being an avers~~ize line tinclude a summary note showing she line size needed for the project an+d theinesize the City is requiring ~3)show zoning,~boundaries on the plat, (4)show the current existing contour lines''~for'th~ entire .are ;shown on this plat ~~his can be .done on an add;tio,nal sheet ); ~ ~ i' nc~~de -the pressures and prQdu+cts in the ~ ` i ~ m Exxon pipe ~inee and how the blanket easement held by Exxonw~ll affect.. the City's unlit activiti~,es what find of res ridtionsA etc,;), This mint be resol~red/reconciled before submitting a Final plat covering this propex~~y. Presubmission Confetence 12~Z7-~9 page 2 of 3 Staff main reminded the ap~licant'a xe~resentative, Stuart Kling, that the Impact Studies mu t he xeoevec~ and a~~roved _~efare the ~~at can be sGh~duled for ~onsi~eration bar the Plann~nc~ and Zoning Commission. the Develop~ent Plan can ;fie included with the impact studies. Ad?a~ent tracts s~aould be included in 'the studies. Please submit a film pa hive and ~.3 copies of ,the. ~eviSed p~eli~aina~y plat ~o the ~e~elo~ment Caordinator alone with the Deve~opm~nt ~lanand tie Impart Studies for scheduling nefore the Planning and Zoning Commssian, pa cue 3 o f 3 __ _. ~.n ___ __ __ __ _ _ ~~., Utility Impact Statement Greed' s U~ar l d Subdivision :. 23.5a Acres....:. Richard :Carter Survey, A-8 City of College Station, Brazos County, ..Texas . ~,. nta i ned here i n ~ the ra ' ected ~ react an existing utilities o~f th i s C~o ~ J ra osed 23.5 acre deve l a nt out of a 34.13 acre -tract 1 y ng east of State. p P I i hwa. 8 East Bypass } approx imate l y mi dway between FM 60 to the north and State ~ y C Highway 3a to the south. The develont will have. 275 feet of frontage on the State Highway 6 east service road. I. eater Service The nearest existing city water main i s an 18" D . I . P . 1 i ne a l tang the east rear in of the State Highway 8 right-~f-way. This line extends -g northward from State Highway a through the Furraws development far roximate 174 feet, at which pant it turns 94 degrees and passes '~i p Y - westward under Mate Highway ~ . City hydrant f 1 ow records dated 1938 show ~I 94 s static pressure and 2Q psi f 1 ow piressure at 2420 gpm w th a res i duo 1 p _ -21 located pressure of 42 ps ~ for the ~ 1 /~ nozz 1 e on hydrant number G X300' north of Furraws. a I~ropased development demand including: 1. C~ncessian/Ftestraom ~acil~ty 2. Cart Shed ~~ 3. Exterior Hose Bibs: - 4. Future 80 Patron dining Room W~Kitchen ''- w i l l not exceed 45 9• Irrigation of lawns, landsca ingandthe 9 hole golf course shall .. be provided by means of a 300 gpm ~rzv~tely.awned wail. - ~ccard i ng ~ y fire protect i on f 1 aw re~~ i rernertts a 1 one .dictate the s i ze of the praposed`'main extension. This project will extend an 8".DIP line I northward from the pnev i ous 1 Y descr had 90 bead fc~r a d i stance of 'I 650 to the nart~nost line of the 23 . ~0 acre tnact . .A single 3-way hydranf~ on an 8" branch will p~ov i de the required ~ X00 fpm. The max imc~n velocity i n the D [ P main under fire flow conditions will be 9 cps . . `I IL. Domestic Sewer Service . - ~n ex i st i.ng 21 " city sewer i n a 2D' wide easement traverses the east margins of prppvse~ ~.c~ts 2 , 3 and the 64' access panhan~ l e of l.at 1. The max im-u~n efi• l uent rate for to s pro jest w i 1 '1 npt occur until - corm 1 et; i an of the ~utur~e restaurant and is pt~a jetted at 5,000 _gpd. Service taps w 11 be 8" pvc 'yard' lines. I'~aextention of cty maintained sewer mains will '~ be required. A grease separator w~11 be installed withthe future restaurant construction. . i _.. _i ~: __ _ ~ I1I. Electrical Service ervice s~a11 be rovided from two meters located on ~n overhead S p ower _1 ine extension fr~rn'the present 12.5 ~kv service terminus at Furrows.. _p The projected loads are: Area 1~est of Creek Restroor~/Cc~ncess i on Building 20 KW Cart Shop 12 KW Area Lighting ~~ Spr i nk ~ er Pc. 1.5 KW Area East of Creek Course Lighting 40 KW rr i gat i ors Pty 12 e l l Pt, 1.5 KW auxin ica~ facility operationfor the west area, the cart shop. g Yp. and s ri~n~ler lead will not coincide with the area lighting thus yielding _p a max~m~~n actua ~ oad d~nand of 33 Int. L ~ kew~ se, ~ n the .area east of creek tie cQUrae ~ight~in~ 1~ad `will not ceincide with the irrigation and well . pc.a loads , y i e l d i r~~ a m~~x i min of less than 50 KW 1 111, Traffic a ~ . i ~~, Current access to .the s ~ to ~ s v ~ a the... temporary two ..way .east service f ronta e read of State ~ i hay ~ . The State.. Department of Highways and ~ ~~: ~ l Pub 1 i c Trans ortat i Qn ~ SDH ~ PT } p 1 ans to p 1 ace permanent one way Graf f i c p ' ~nvrthbourrd} on this f ac'i 1 ty by 1:.992 ~ The present road ~cortf i guraton . meets 1 ewe 1 of sere ~ ce "C" gu i de l i res and i ~ rated at. 2, 000 veh ~ c ~ es~hc~ur . No traffic c~un~s for he frontage road are available. However, ~:ounts ~~ taken in 1989 at~its intersection with F~1 60 yield 2,...130 vehicles per day ,i most of this cc~~t i nue eastward ~n FM ~0 } . 1 A traf f i c impact.` anal ys i s fc~r site-fir i entod traff i s us i ng ostimat i ng cry ~ ter i a f rc Trans~o~tat orb ar~~~ Land eve l or~ment by V . G. Stover y i e 1 ds : - i 1. 1l~ trip ~nds...per d~v per 9 hole golf course 2 . 5 . ~2 t i p' grids der day per dark,` ng space ~recreat ion areas } _! 8 arkin s aces incluc~in 4 Phase ~ development w~~~ install 5 p g p ~ g - handipapped spa~~s}. Phase ~1 hal provide an additional 22 parking ,spaces. Accordingly the proposes -site specific traffic generated bv~th~s deve 1 ap~nent w i 1 l ~ have a very minute impact on the f vantage ~ road capacity . l 1 ~ _, 4 ~ i ,_. , . '~ -- . 1 i ,. ;~ - Ut ~ 1 i ty I rr~act Statanent Green's for 1 d 5ubd i v s ion .23.50 Acres '~ Richard .Carter Survey, A-8 City of college Static~n~ Bravos County, Texas . i ed herein is the ra'ected in~-act on existing utilities of this Coma n p J proposed 23.50 acre develo~nent out of a 34.13 acre tract 1Ying east of State H i gha~ay ~ (-East Bypass } approximate 1 y m i dway between FM 60 to the north and .State Highway 30 to the south. The development will have 275 feet of frontage on the State Highway 8 east ervice road. I C water Service - _ Thee nearest ex i ~t i ng city water main i ~ an T8 °' D .1. P . 1 i ne a 1 [>ng the east mar in of~t~e State Highway. 6 right-of--way, This line ~;xtends g northward f rcxn :State Highway 30 through tF~e Furrows development for a roximately 1T00.feet, at which point ~t turns 90 degrees and passes pp . westward under take Highway ~. City hydrant flow records dated 188 show ~0 s i scat i c ressure and 20 psi flaw pressure at 242 fpm w i th a res i duo 1 p p ressure of 4~2 psi for the 4 ~ /2 nozz 1 e ~n hydrant ner G--21 1 oca~ed p l ~ , 1300 north of .Furrows, i . Proposed development demand including: _ ~ - ~.: Conceesion Restroom Facility / _ 2, Cart shed i 3, Exterfor Hose Bihs ~, Future 8~ Patron dining Roman W/Kitchen will not exceed 45 g~ a Irrigation of lawns.:, andaoa ng and the. hole golf Course shall- . be prcw i ded by means of ~ 300 gprn private 1 y owned we 11. Accord i ng ~ y, fire protect i on f 1 ow requ i re~ner~ts a~ 1 one d i date the. s i z e of the proposed main extension.: This-project will extend an 8" ~1P line northward f rc~n he prey i 4us ~ ~ ciescr bed 80 bend f or a d i stance of '1650 to the nc~rt~st l ne of the 23...:50 acre tc~act A s i ng l e 3-way hydrant on an 8" branch wi 11 p o~ i de tn~ required ~ 500 gpm. -she ~ max icr ve 1 oc i ty i n the DIP main under fire flow conditions will be 9 fps.. . - II ateetic Sewer Servile An ex i st i.r~g 2 ~'t c i ter .sewer i n a 20' wide eas~nent traverses the east margins of propcased ~.otS ~, 3 and the 60' access panhandle of Lot 1. The ~ rnax imam eff ~ uent rate for this project wi 1 l net occur ant i 1 camp l et i on of ~ ~ 'ce to s will the .:future .restaurant and z s pro,~ected at ~, OOQ gpd, Serv ~ p be 6" pvc 'yard` lines. No extention of city maintained sewer mair~s wi11 be required. ~ Orease~separator will be installed with the future '~ restac~ran-t _construction. ____ ~~ ~. J ~ ~ Z !!f. E~ectr~ca~ ervi~e Service she 11 be ~ rav ded f rc~n twa raters i mated on an av~rhead p ewer 1 i ne extens ian from the present 12.5 ~ kv service ter~mi nus at Furrows . p ;The projected bade are: ._ Area west of creek - - Restrac/G~ncessian Building 20 KW Cart Shop 12 Kw Area L. ~ ght i ng ~ 2 ~ Spr i nk ~ er Pt. ~ . 5 KV~ Area East of Creek Course ~. i ght ~ ng 40 KW lrrigatian P 12 KW `fie ] T Pt ~ • ~ burin t Kcal facility aperatian for the west area, the cart~shQp g . Y and s rinkler load will not coincide with the area lighting thus yielding a max~imurn actual ~aad der~and of 3~ KW til~ewise, in t~o~ ar~ea east of creek tie course 1i Ming ~aad w~1~ net coincide with the irrigation end well g p~ l oa.ds , y i e 1 d i r1g a max imp of loss hen - 5Q Kw. 1V. Traffic - ~ " s v i a the t agar twa wa east serv ~ ce ......:Current access to .the s ~ to 1 emp Y Y I~' to ~e read of Stave !-~ i hwa 6 . The State aeparfxnent of Ni ghways and ~~ ~fron g } _ ~ y '~ Pub ~ i c Trans~arat i on (SpH & P'T } p 1 ens to p 1 ace permanent ane :way tr~af f ~ c northk~aund } an this fac i ~ i ty b~. 1 X92 . The present road conf i gust i orb " meets 1 eve 1 of s~rv ce `"C" `guide 1 i nes and i s raked at 2, Q00 veh ~ c 1 es~hour . Na traffic counts far he frontage road are :available. However, c:aunts taken in X989 at its iritersectivn with FM fi0 yield 2,130 vehicles per day ~rnast of this c4nt i nue eastward an FM ~~) i A traf f i c irr~act ana 1 ys i s for cite-ar anted traffic using est irnat i ng criteria f ram Transeartat an and tend [deve l o nt by v. C. Stover y i e l d~ : - ~ . ~ ~ G ~r ~' p .ands per day per 9 o ~ e ga l f course 2 . 5.32 ~ , ~ n` ends per day per park i ng ~~ace ~.r~ecreat i an areas } :Phase ! development wi1~ ~nstal~ ~~ parking spaces including handicapped spaces. Phase !! shall provide an additional 22 parking spaces. Accordin 1 the ra o~ed site specific traffic generated ~y this gY p p deve ~ opt~ent will have a very minute intact are the f r~ntage road ca~ac i ty . -- ._ - ~- f PARKING andscaping ~~ __ __ I I' ;_ The ~ot a~. ~.andsc`~ in ~' p g Dints ~ ~ , ~~qux.~~d a.~~ 3l, 271 .with 3, X00 p poa.nts ~.n f .~ont and 2 ~ _ 7 , 5 0 0 In bac}~ . The g~dund cove. .~equi~e-- ment ca n b~ f~.1.~.~d by 19 000 sq f.t in the f~on~.: (~~u~ Putt end 3.2 acres (3 fai.~ ways) in the beck of g.~~ss . l0 cant/ pY t.~ees i f 2 0 0 n the font w~.. i ~ ~J. ~e p.~otected to the ~equi.~~d distance or po nts c~edi t ~ ach and 6 9 tree ~ ih the back a. ~. ox (pp ? , 5/hol e) ~.~.kew~we w~. ~.1. be p~atected . The l~:ndscape~ a.~e~, an site exceeds ~.h~ mou~.t of.. J.andsca in re aired b a roxi~- p g q Y pp rnate~.y 350 on ~11e to tal. site .- PJ.~ase advise if we need special. p.~~visions to i , ~~ ~~ ~ ~, I'4 ~~ '~~ ~i satisfy the xequ~.~ements. : : -~I I'~ ~ '~ ~~ ~~ 'I_ I, ~,I ', j ~~~ '~~ i __~ ~i i li ,, '~~ ~~ ~~ ,~ ~~ '~, ; - . ~ .~