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HomeMy WebLinkAboutMisc.~~ ~ 3~ I~EMGRANDUM DATE.: July '~, 19~~ TO: PL~NNINO CASE FILE ~~-1~~ .FROM: MARS SMITH, A,SSI~T~ANT CITY EN~LNEE SUB~'E~T : DRAINAGE IMPACT THE ATTACHED CALCULATIONS I1~DICATE THE INCREASE IN PEAK RUI~~O~FF DUE TG DE'~ELGPMENT GF THE TRACTS ~'ITH fiHE PR4PGSED R-1 AND ~-4 ZONTNG THE BASE DATA ~PRE~OEVELOPED CONDITIONS ~ CGMES ~~'RCIM' A: N[AS~'ER DR~AINA~E PLAN INOLUD`ING THIS AREA S~JHM:ITTEt~ BY AREA ~ROGRE"~ CORP. IN ..JUNE, 194. DE~'E`LGRMENT OF THIS AREA... AS RROPOSED SHOULD NAT HE PR~3HIEITED Bt~T THE FACT THAT ~RAI~;NAGE FACILITIES DOWNSTREAM OF THIS AREA WERE DESIGNED BASED ~N A LESSER 1~MOUNT Off' R~JNOFF MIST BE RECOGNIZED . DETENTION FA~I L T TI ES WILL BE RE+~UIRED TO LIMIT THE RU~tOFF OF ANY _ DEVELOPMENT IN THI S AREA TAD' THE RATE USED IN ~'~IE DRAINAGE RL~N SUBMITTED IN 1S~G~4. ~r1~N~~~"IN~~~HwIW ~N•~N~ir'~q•~H~I~IN~lr, 1~~Nf ~N~IM ,~~IIlll~. ~~IH ~•i ~IIR~ ~Nl~~xp~~flH'.CM ~RtNW ~ S a NNwf aW WIpMUNN ~~"~~~~p~ ~l '~rt~~f E~~11~(~ . 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's{vii1M ~i~~5.' ~0 ia!' 3ie~~ ~~af1Y rwrwrrrrrrr Mrrrrwwrrw rrirrw wr.r wrrrrrrro wwr r~prrorrA~lorr wwrrrwrrrrr,w ro rr rwrr,wrrrrrwrorrrrrrrrrrrrrrr w#rwrwe~.r I Southwood Valley .:sect. 26 Proposed R~ Zone Page 2 of 2 Thence N 48° 56' 00" W - 340.78 feet continuing along the -south- west line of Rio Grande Boulevard; Thence 5 51 ° 57' 01" W - 590.00 feet through the said W.D, Fitch tract to an angle point; Thence S 88° 25' 00" W - 294.67 fee continuing through the said W.D. Fitch tract to an angle.' point; Thence N 1 ° 35' 00" W - 34fi.08 feet continuing through thE~ said W.D'1 F ch 'tract to an angle point; Thence S 57° 08' 07" W - 780.01 feet continuing through- the said W.D. Fitch tract to he southwest line o~ same; Thence S 49° 14' 53" E - 214.fi4 feet along the southwest line of the said W.,D. Fitch tract to an :angle point; Thence S 41 ° 58' 39" E - 212.03 ' continuing along the sou#;hwest line of the said W.D. Fitch ract to the most westerly corder of the said Episcopal Church 5 acne tract; Thence N 5T° 57' 01" E - 352.53 feet along the north rest i:ine of the said Episcopal Chuxch tract to the most northerly ;corner of same; Thence S 43° 44` 42" E - fi44,85 feet along the northeast 41~.ne of the Episcopal Church tract- to the Point o~ Beginning and contain- ing 15:87 acres of land.. more` or less. J~~ 9 ~~~~ Surveyors & Engineers Office Phone 69~-3378 o Rt. 3 Box 413 COLLEGE STATION, TEXAS` 77840 Proposed R 1 Zone 10.54 Acre Tract Crawford Burnett: League College Station, .::Texas 22 June 1988 A11 that certain tract or parcel of land lying and being 5~ituated in the Crawford Burnett League in Colle e St g anon, Brazos ~,ounty Texas, being a part o~ that tract , cony-eyed to W.D. Fit ch b y deed recorded in Volume 1040, Page , 240 o-f the Official Records of Braza County, Texas, and being more particularly described as follows: Beginning in the southwest line o f Rio Grande B oulevard S 9~8 56 00'' E - 1G34.51 feet from the most easterl corne Y r of Sou thwnod Forest Phase One addition to the City of Colle e Sta ' g ton, Texas accordi o lat g p of record in ., Volume 9fi9, Page fi131 ~ of the .Official Records of Braz©s County, Texas. Thence S 4`8 ° 5 fi' 00" E - 1045.75 feet alo ng the southwest line of Rio Grande Boulevard to the most easterl c6r `' Y ner of this tract; Thence S 51 ° 57' O 1 ~~ W - 590.00 feet thro , ugh the :said W.~ Fitch tract to an angle point; . s 'Thence S 88° 25' 00" W - 294.6.:7 feet con -~ . timing through the said W.D. Fitch tract to the most southerl corn ' Y er of thrs race, Thence N 1° 35' 00" W:- 1059.18 _ feet w continuing through the said W.D. Fitch tract to the Point of B~ inn' g ing and containing 10 54 acres of land more or Iess. . . =s ~ ,, ~~ ,: *~' JE J O~ INS. Surveyors & Engineers Office Phone 690-3378 • Rt. 3, Box 413 COLLEGE STATION, TEXAS ?7840 INITIAL FLQWLINE ELE~'ATIO!N _ 100 AT ~TATI4N ~~.6~ CENTER TC CENTER D i S TA~iCE MH - ~ T~ MH - 2 ` - 1 ~ 4 FT FLDWLINE IN MH- 2 - 6~.86.~ AT STATIQN 54»28 FL~WLINE CUT MN- ~ = 618.7 ~; CENTER TQ CEI~'TER DIS TANCE MH- 2 Ta MH- 3 = $20 FT. ~ FLCWLINE IN MH- ~ _ X0416 . ~.8 AT STATION ~-1.08 FLOWLINE OUT MN- 3 = 20416.28 DR~DA ACRO-S S MANHQLE - .1 FT SRNiT~~Y ~EWE~ FLt1~5 F~~J~CT N~4~E; SOUTN~~~~ Tf ~~R~E ~_~G L i~liA 7 DATE: ' 7l 518 ,~ LE~~TN ~L~PL ~I~a - ~a~ a~tY ~~p acity hlN~ ~IRTi~N ~f~~ {~~ FE-i~ wrw.wrrrw rrrrr~rrrrrwwrr wrrwrrwr~rr r FL-~u~ 4i~~ N r wwwr.~rrr rr~rr rrw wr ~ ~~f~ wrr rwr~ Uf/~ orrr•r I~F~ rrr rrr ~gp~ .rrr rrr r U€~~ ~'~P, wrr wraw rrww r~ P ~~~iv rwrrw~rrr. ~3 1f L~~r~~ . ` ~~1:~4~ \` ~ ~ia~i .~ ~ ,4~~ f2~ ~.4~ ~ f~~~1 ~,4~ ~, ~1E~a7~ ~~! ~ ~~a~l LJLr~~ i~~s 1~ . ~~i~r~ r~ ~ :V~s~ ~r~~ i~~~ ~ tl~rtl ~rT~ ~~ ~~~r~~ C7sla 1~ ~1~~~~ 'il ~~l rt! 1} r~~~ 1.~L~ Lad ~ i~~tt~ ~r't~ ~~ ~~~r ~!~ L~~r ~~ i.~Tr ~~ i ~~ II II ~~ U sV~~.t' 3r~~ Lr~~ ~ l~~a~l ~a~~ V ENGINEERING b ~ N . um er , Case._ Location : ~ ~ lJ. ~,/ ''" ~~ . .- ; , .. ,~ ~~~ Request ~ ~~~ ~- /~. ~~ p 1; -- _ ~~ _~ I - r ~~~lirru r ` ~r .rrrn.~rr.r..r.r~~.~..~.~.~wrw~wur.~. rrr.r.~r, rrr ~Wi , _ r ~~~r F Water.: ~ ~~ ~ ~_ w~rlrrr~~ ~wrr.rri~r ' ,. wr.~.r~.+1 ~...,.rrr. r rrr ..r.. ~,.~.r.,r,rr..yr,r, iI '.. 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