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HomeMy WebLinkAboutNovember 06, 2001 Maps· VICINITY MA? SCALE 1"= 1'000' N W E ELECTRIC: SERVICE IS AVAILABLE FROM DENTON MUNICIPAL ELECTRIC CO. TRAFFIC & STREETS: ACCESS LIMITED TO AND FROM LAKEY STREET AND WILSON STREET. FLOODWAY/FLOOD ZONE' THERE ARE NO FEMA ~LOOD AREAS AFFECTING THIS SITE TRAFFIC IMPACT ANALSIS:A TIA IS NOT REQUIRED ON THIS PROJECT, AS THE USE WILL NOT GENERATE MORE THAN 1,000 VEHICLE TRIPS PER DAY VEHICULAR LINKAGES: THIS PROJECT IS ACCESSIBLE FROM LAKEY STREET AND WILSON STREET. NO ROADS ARE PROPOSED. SITE INFORMATION * THE PROPERTY LIES ALONG LAKEY STREET AT THE INTERSECTION OF LAKEY STREET AND WILSON STREET. * THE SITE CONTAINS APPROXIMATELY 0.985 ACRE OF LAND AND WILL CONTAIN ONE (1) LOT. ZONED SF- 7 50 25 0 SCALE 5O 1 O0 I , I IN FEET 150 DATE REVISIONS DWN. CKD. DS BGS ZONED SF-7 /- WILLIAM VOL. JAMES L. PRICE VOL. 635/PG. 339 FLOYD BILLS et 4396/PG. 436 bJ BILLY RAY REDMON VOL. 2318/PG. 412 bJ UX = . 03O c~dl S 89'04'33" E DENTON HOUSING AUTHORITY VOL. 4581/PG. 739 702 LAKEY ST. Z REVEREND MILTON LOTT et ux VOL. 4566/PG. 2015 · ............... DENTON HOUSING AUTHORITY VOL. 4560/PG. 607 714 LAKEY ST. DENTON HOUSING AUTHORITY VOL. 4560/PG. 615 N 718 LAKEY ST. 89'04'.33" W 167.00" ROBERT ERVIN VOL. 2284/PG. 460 .-..~RAMJNO' 616 ZONED SF-7 ZONED SF-7 WILSON STREET ZONED SF-7 ESA: THIS LAND DOES NOT LIE WITHIN A DESIGNATED ENVIROMENTALLY SENSITIVE AREA PER CITY OF DENTON ESA MAP DATED FEB. 1, 2000. Relation to Master Plan: The proposed Planned Development will bc designed to be compatible with the surrounding neighborhood and is consistent with the intent o£ the Denton Plan. Acreage: Approximately I acre. Proposed Land Use: Planned Development for Mul'ti-famils' for Two Four-plcx units for Elderly Housing. (maximum density 8 units per acre), Residence is limited to persons of ages 62 or older. Development standards: 1. Minimum Lot Area: 6.000 Square Feet 2. Minimum Lot Width: 60' 3. Minimum Lot Depth 100' 4. Minimum Setbacks a. Front: 25' b. Side: 10'or 1" per 2" ofheight not to excecd 50' c. Rear: 10' or 1" per 2" of height not to exceed 50' 5.Maximum Building Heights: 6. Maximum Building Coverage: 7. Parking Standards: One (1) Sion· 40% M F- 1 Zonh~g District requirements The Detailed Plan will address the folimving issues: The architecture shall appear as a single-family house. Open space Adequate buffering to adjacent single-family uses, H.S. CITY CONCEPT PLAN OF LAKEY ADDITION LOT 1, BLOCKA ZO 1-0033 0.985 ACRE IN THE HIRAM SURVEY, ABSTRACT NO. OF DENTON, DENTON COUNTY, 616 TEXAS SCALE. 1" 50' DATE 10/2 s/o t p ex OWNER: DENTON HOUSING AUTHORITY SHEET ey,.ng, Inc. ·940-383-3039' CONTACT: RICHARD FRANCO 940-387-0506 223 W. HICKORY DENTON TEXAS 76201 JOB No. NOTES: 1. N W S GRAPHIC SCALE =200 0 200 400 600 SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE ANO STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. ALL COMMON UTILITY EASEMENTS THAT WE ARE AWARE OF ARE SHOWN. IT IS PROPOSED THAT THIS DEVELOPMENT SHALL TAP INTO THE EXISTING 20" WATER LINE EXISTING IN STATE HIGHWAY No. 377, IT IS PROPOSED THAT THIS DEVELOPMENT SHALL TAP INTO THE EXISTING GRAVEYARD BRANCH OUTFALL SEWER LINE. ACCEPTANCE OF THE DRAINAGE FEATURES IDENTIFIED ON THE ZONING PLAN ARE SUBJECT TO CHANGE DURING THE PROJECT F~.AN, PRELIMINARY PLAT. OR FINAL PLAT PROCESS AND DO NOT CONSTITUTE SUBSEQUENT APPROVAL OF SAME. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL OATA OR STUDIES TO ENSURE COMPLIANCE WITH THE CITY OF DENTON SUBDIVISION AND LANO REGULATIONS, DRAINAGE DESIGN CRITERIA AND COMPREHENSIVE MASTER DRAINAGE PLAN, ALL ADJACENT OWNERSHIPS ARE SHOWN FOR AT LEAST 300'. DETAILED LOTTING CONFIGURATION AND DESIGN ELEMENT FEATURES WILL BE DEPICTED ON THE ZONING PROJECT PLAN WHICH WILL INCLUDE POINTS OF ACCESS. REQUIRED LAND DEDICATIONS FOR RIGHT-OF-NAY WILL BE PROVIDED DURING PLATTING. A DRAINAGE STUDY ON THE UNNAMED TRIBUTARY OF GRAVEYARD BRANCH HAS BEEN PREPARED AND SUBMITTED TO THE CITY OF DENTON FOR 'REVIEN~ T~,'ORIGINAL IO0-YEAR FLOOD PLAIN'NAS.BASED ON A NON-DETAILED STUOY 8Y THE CORPS OF ENGINEERS. THE NEW STraY RE- DEFINES THE LIMITS OF THE JOO-YEAR FLOOD PLAIN BASED ON BETTER TECHNICAL INFORMATION, DISCHARGE FROM ANY DETENTION POND OUTFALL OR STORM DRAIN OUTFALL MAY REQUIRE AN OFFSITE DRAINAGE EASEMENT TO ACCOMMODATE FLOW. IF AN OFFSITE DRAINAGE EASEMENT IS REQUIRED, A STUDY SHALL BE MADE OF THE OFFSITE PROPERTY TO DETERMINE THE SIZE OF THE DRAINAGE EASEMENT TO ACCOMMODATE THE FLOW, MINIMUM LOT SIZES OF 16,000 SQUARE FEET ARE ALLOWED WITHIN THE SF-16 ZONING CATEGORY. LOT SIZES MAY VARY UP TO 32.383 SQUARE FEET. THIS SUBDIVISION WILL BE A CUSTOM HOUSING TYPE ADDITION WITH HOME SIZES PROJECTED TO BE 2.500 SQUARE FEET AND LARGER. ALL CONSTRUCTION MATERIALS WILL MEET ALL CITY OF DENTON CODES, THE ADDITION WILL HAVE VARYING GARAGE ORIENTATIONS. INCLUDING SWING. FRONT ENTRY. J-DRIVE AND DETACHED. AS A MINIMUM. THE SUBDIVISION WILL BE COMPATIBLE WITH THE ADJACENT EXISTING NEIGHBORHOOD ON WOOD CREEK DRIVE. WATER DEMAND CALCULATIONS AVERA6E DAILY DEMAND' (74 UNITS) x (3.2 PER CAPITA) x (180 GPCO) = 42.624 GPD MAXIMUM DALLY DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (396 GPCD) = 93,773 GPD PEAK HOUR DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (673 GPCD) = 159,366 GPD SEWER DEMAND CALCULATIONS AVERAGE DAILY DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (100 GPCD) = 23,680 GPD PEAK 2 HOUR DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (500 GPCD) = ~18,z100 GPD t~ ALLRED' ~' CREEK · OJ CT . ~~"'LOCATION /? (NOT TO SCALE) · APPROXIMATE L OCA TION IO0- YEAR FLOODPLAIN F. E. M.A. PANEL No. 480194 DA TED APRIL E, PROPOSED COUNTRY CLUB VILLAGE i iii ill i i !llr IJI · I ~.----CENTERUN£ ROAD AND SURYEY L/~ /" " PER WOODCREEK FINAL PLA r' ~ AND WOLSKI ADD/T/ON FINAL PLAT I ,....,,, :_ . · ~ .' ..... *~. -~ t~ ,, ~/r · .-~. ~'O'BL \, WOLSKI ADDITION BLOCK ONE CABINET D, PAGE 117 P.R.D.C;T. 40' R.O.W. DEDICATION BRUSH CREEK ROAD RIGHT-OF-WAY DEDICATION DETAIL LOT I BLOCK ! WOOD CREEK BLOCK ONE ( CABINET E, PAGE 214 P.R.D,C.T. SCALE: I' = I00' Or(m E, Momoe (md wife Mory Ann Monroe Volume 429, Poge 247 D,R,D,C,T, / ' Williom C. ETd Lewis J . ond wife '" ~mdro Lewis -' I, Volume... I0.It , . ,R,D,C,T, I M.D. WlLLIAM~ON I 'VOL. 676, PG. 290 I ] D.R.D.C.T. WOLSKI ADDITION BLOCK ONE D, PAGE 117 D.C.T. / / ! -/ J.W. Goflin ,C.,F.No, 94- D,R,E STUDY l L-~40.28' LAND USE SUMMARY 47.4 ACRES ZONED SF-16 MIN. L 0 T MIN. L 0 T MIN. L 0 T MIN. L 0 T MIN. MIN. MAX. HT. MAX. BUILDING AREA DEPTH WIDTH FRONT YARD SIDE YARD REAR YARD STORIES COVERAGE 16,000 sq. ft. 120 ft. I00 ft. 35 ft. I0 fl, 20 ff. 2.5 35 % LAND USE SUMMARY 47.4 ACRES ZONED SF-16 GROSS NO. OF L 0 TS/ PARK ACRES L 0 TS ACRE DEDIGA TION 47.4 AC 74 1.56 5.8 AC E, PAC.~ P.R.D.C.T. ~ ZONED A 4 ETJ L OCA T/ON OF YEAR FLOODPLAIN PER GBM FL OODS TUb Y APPROXIMATE L OCA T/ON OF I00- YEAR FL OODPLAIN PER GBM FLOOD STUDY CENTERLINE OF CREEK OF DENTON 27' INTERCEPTOR GRAVEYARD BRANCH I -I BY: CIVIL ENGINEERS - PLANNERS - SURVEYORS 6(~01 Bddge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 CONTACT: MR. MATT (K)ODWIN NAX: 817 446~116 PROPERTY DESCRIPTION 'STATE OF TEXAS: COUNTY OF DENTON: BEINSi. a tract of land situated in the George Daugherty Survey. Abstract No. 351 and the H. Haggopd Survey, Abstract No. 517, City of Denton, Denton County, Texas and being a portion of Tracts I. £ and 3 of those tracts of land as described in deed to Matthews Investments Southwest, Tnt. XIII, irecorded in County Clerk's document numDer 96-R004871£ of the ReaJ Property Records of Denton County, Texas (RPRDCT] and being more particularly described as follows: BEGINNING at a point in Brush Creek Road (Variable width R.O.h/.) at the original northwest corner of ktoodcreek, Block One, an addition to Denton County, Texas as recorded m Cabinet E, Side ",214 of the Plat Records of Denton County, Texas (PRDC, T) and the nontherlymost northeast corner of said Matthews Investments Southwest, Inc. XIII Tract 3; THENCE along the southwester]y Jines of said kloodcreek, Block One and the northeasterly lines of said Matthews Investments Southwest, Inc. XII[ Tract 3, the following' S O0 '~8 '~9" E, at a distance of 40.00 feet passing the south ]lne of said Brush Creek Road, continuing a tota] distance of ~00.00 feet; S 47 '54 '53" E a distance of 38g.g7 feet: :S 80 °57'59" E, a distance of 120.00 feet: S 58'16'27" E, a distance of 523.35 feet to the southerlymost corr~r of said Noodcreek, Block One, said corner lying in the west line of a tract of land (First Tract) as described in deed to Denton Country Club, recorded in Volume ~99, Page 453, ORDCT: THENCE S 00'33'13" ~ departing the south line of said ~/oodcreek, Block One. along an east line of said Matthews Investments Southwest, Inc. XIII Tract 3 and the west line of said Denton Countny Club First Tract, a distance of ~45.00 feet to the northeast corner' of a tract of land (Third Tract) as described in deed to Denton Country Club, recorded in Volume lgg, Page 453, DRDCT; THENCE N Bg '15'~6" N, along a line of said Matthews Investments Southwest. Inc. XIII Tract 3 and the north line of said Oenton Country CluD Third Tract, a distance of I53.84 feet to the northwest corner of said Denton Country Club Third Tract: THENCE S 00"5155"E, along an east line of said Matthews Investments Southwest, Inc. XIII Tract 3 and the west line of said Denton Country Club Third Tract, a distance of 394..53 feet; THENCE S 02 '5g'17" kt, along an east line of said Matthews Investments Southwest, Inc. xIrI Tract 3 ard a west line of said Denton Country Club Thir~ Tract, a distance of z55.5~ feet to a ooznt: THENCE departing the east line of said Matthews Investments Southwest, Inc. XIII tract and the west line of said Denton Country Club Third Tract the following: S 89 '08'05" kt, a distance of 331.48. f~et to a point; N 28'30'33" W, a distance of952! feet to a point at the Point of Curvature of a circular curve tO the right having a radius o'f 300.00 feet, a central angle of 25 "~7'27' and being subtended by a chord which bears S BB'22'46"N. 139.00 feet: THENCE along said curve to the right, a distance of ~40.28 feet to a ooint: N 7B"~330" ~ a distance of ~70.54 feet to tnb Point of Curvature of a cmcu]ar curve to tnb ]eft having a radius of I750.00 feet, a central angle of 26 '2g'54" and being subtended by a chord which bears S 88 '3~'33"W, BOP,16 feet; THENCE along said curve to the left, a distance of 80g.35 feet to a ~omt, THENCE N 14'43'24" W. a distance of 50,00 feet. to the point of C~u_mvature of a c.lrc'ular 'curve to the right having a radius of 850'.00 feet, a".ceht'~] ghg,e"~f 29 '3757" andDelng subtended by a chord which beans N. 06 53~55 ~,,~34 72. eat, THENCE along said curve to the right, a distance of 439.6~ feet to the rever~e,.,=cJrcU~ curie"to the left havi'ng a radius of 550.00 feet, a central angle of c. 3 45 P/' ~tle. ing 'subtended by a chord which dears N 09 '49'4~" E, 225.58 feet: THENCE along said curv~ 'to the left. a distance of 228.22 feet to-the Point of Curvature of a reverse circular curve to the right having a radius of 300.00 feet. a central angle of 5~ ~03'3~" and being subtended by a chord which dears N 28 '28'14'E, 30,¢.79 feet; THENCE along said curve to the right, a distance of 319.71 feet to a oolnt; N 24 '54 '25" N. a distance of 280.98 feet to a point: ,N 71 "04'1B" N, a distance of 148.94 feet to a Point; N 00'I820" N, a distance of 261.I5 feet to a point in the called south llne of said Brush Creek Road at the northwest conner of said Matthews Investments Southwest. Inc. XIII Tract 2; THENCE N 89'41'40" E, along the called south line of said Brush Creek [?dad and the north ]ina of said Matthews Investments Southwest, Inc. XIII Tract P, a distance of 255.00 feet, THENCE N 09"30'13" E. departing the called south line of said Brush Creek Road, along a west ]]ne of said Matthews Investments Southwest. Inc. X.[II Tract ~, a distance of 30.3! feet a point in sa]d Brush Creek Road: THENCE N 8g '~I '~0" E. within of said Brush Creek Road. along the nort'n line of said ,~atthews Investments Southwest, Inc. X[iI fract ! an~ E~act' 3, a distance of 5g;.Bg feet to the POUvF OF BEGINNING and containing 47,412 acres of land. ~ DOCUMENT IS FOR INTER~t REVIEW ONL Y, IT IS NO T IN~D FOR BtDD~IG, CONSTRUCTION, OR PERf~T PURPOSES. O. MATTHEW GOODWIN TEXAS P.E. NO. 60691 OCT 0 1 2001 REVISION- P & D C©UNT Y CLUB 47.412 Acre S ey, Abs No. 351, S ey, No. 517 Hu n S ey, No. 585, OF D ON CO , PLAN V LAGE DATI~ SI~FFEMB~ 2001 E ~,IO026XPRELIM\TEMPZoNING.pro Fri Sap 21 17,26,33 2001 _. O~ ~ . -.. o,o, ~. ~o, ' -- · , , - ~5~ O , ~ ~ ,~ . ., .. . ~ · .. ., ..... C~T D, PAGE II ~ ' , . ~ '~',1 ". ....... ~'".. ' ' VO~ ,0,,,jP ' '. , , , ' > m , , , ~ " :'~ ~ I -".:..~ '" ,' '~'~., ' · '" ,- rrl i' ' ~ ..,, . .- ~........ . mm E. . I ~ . ~ . _ ~. . · .......... :_.., ~'~'~- ..:.-..: ....... ;. -:-.- ....7.~..~!~,. ~,, ,~ ,~, /' . . ......... . ................ . ' ; '. ~1 ~ ~"-~t~ ~"~~4~~ BI ' ~ .~ ~': {m '{:~,., ./ - ~ . · ~ ~..., '~, .~f::::;::~:: ~::::::::::;~~:. ~'~ ' : . ' , , ~u G PHIC SCALE ~ -aO0 , I .~OX~=,~,,,~=~I ~~%:.:~:.:.:.:.~Z.L-- -- · ,~ , ./~{N ,.,.~.c.~.- I1~ · ~ .................. ,. ............. Z~ A 0 ~00 400 600 F.E.M.A.P~L~o. 4eO,9 '.,'.., ~ ,'.~~ ~n~ . ' ' / ~ ~ ,,~ --~'.-' ' ' ~'~ ,! ~ ~::::~:~.:~:-:.:.~.:~:.~ ~s~ · ' ' . ' ~q~- ~.~.- ~,~ ' - -~" " " '"~ ~~~ " '' ~ : ~~ I -~- / · ~ ,lO0-Y~ ~OODPLAN P~.'.':,,: t. ?,yA':.',~ / ' X ~~,? ~ '~ / I I ~O~EAR ~DPLAN PER A~ROX/MATE L~Ar/ON OF~ ' / ====================================================== ~ ' ~1 /K~' I I , I / ~~ ~ ~'I~::::,'A~'~].~.~'::Z.:.:~ ' ~ ~ ~ ~~ . ~ ~ooo ST~r /~'~ / / .v.v.v.v.'~ .... .v.v.v' ~ ~ ' ~TE~ ~ ~K ~LL~[O ..... .' v.'. .... .' f~ . , . . ~ {{ I! ~_~/ / ' . ~~~ ~ INTERCEPTOR ~ / ~~ {mm ~sou ~'/~ I I ,,o / {}11~ f ~ GRAVEYARD BRANCH ~ ~/~~~ '-I I s' ~ -- · ' ~{ll~ X ! . OVERALL .L '" . ~ ~' ' .~~~o'w'~ . ::::::::::::::::::::::::::::::::::::::::::::::::: · . ~l{ , .: WATER DEMAND CALCULATIONS .' L~ATIO~ q / ~ 'v.v.' v.v.v:. .... .v~.'v". ....... ' ~ , . . ~ ,' ~.-. .. ~ .'.'.'.'.'.'.'.'.'.-.'.-.-:.-.-.~ ;. ....... .... , ~ . ,~TL'u ,11~ ' ~/ '" t~'-'. .....' ' ~.:.:.:.:~:.:.:~:.:.:.:.:~:.:~:~:~.ss:.:.?..::.:.:.:.:~:::::::::::::::::::::::::::::::::::::::: ~7.~1~ ~c~[s X- ~. /Il , z' ' ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Cormen Investments, Inc. . ,, / . .....:.:.:.:.:..:..:...:.:..:....................:.:.... ...... " x ~ ~ ~ .': ................................... ~q ~ ~ ~~ · MAXIMUM DAILY DEMAND ~ · ' '"'"'"'"'"""'"'""'"'""'"'""'"'"'"'"'""'"""'"'"'.. ~ .~ ~ , .. - ......: .... ..v.v.v:.v.v...v..-v.v...v.v . ~ I ~ (74 UNITS PHASE ~) + (~00.797 AmES ~ 4.0 UNITS/ACRE) ,' ~ ~ . ~.~ , ......... .... :..................................,..,,......... ~ · ~. ~ .. 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'" TY ETJ " ~~n ~~ _~ws~n~, ~c. ~ OOD~ ~ ~4~.2~ A~ ~.~.~.c.~. g~ ~0~ CmL Co~~ Tex~ 75019 ~, Bddge S~ot, Suae lin, Fo. Wo~ Texas 76112 ~~ HU~~ey, Ab~ No. 586, M~o (817) 4~73 ~~ 817 4~~ ~A~ ~ ~ ~D~ DATB: SItP'I'~iItR, 2001 E, \lO026\PRELIM\zoningplenovemlt.pro Sun Seo 23 09,09,15 2'001 / / I /- IM.F£.O.O.P..:'$:T..~·Y'' . TION YEAR..FL OODPL AIN FL OOD STUD Y x / /' I /J X /5 .... \. 'x Y£~ 'BL T~. L OCA TION OF .__[ )ODPLAIN PER ~ 480194 03 70 Fi .L9.87 -- fl 14 A .TE '.L.OCA TION..OF .-. - I ' "" ,/"... I00- R FL OODPLAIN PER. .. F.E M.A No 480194 0370 E \,-:' ---.._4 u...-' .. ...BLOCK '--.. ·' ' DA ~997.~_.~ '- % '""'.-.-.... ...., i - .. it .. ', ,. -' ....... : , -. /,,'.. '.. .... _ ,. . . -', ; / ",..47 ,d.- ....... / "" '. ~.".'.-.'.[ x . ". .: , '::':.-~'-. ," ~.. I ..,,.~.r(.~,w. 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I ~. ~ / .. ~ \~:~ . ! ....:-.."-.'-.2'% .... ~ .. .. b ............ e..... . ' :...~' ! . / "~ '1 ,.I/.~','_ i ...... +- IX'' . --- ---"'-~'" - ~'--' ' '"'---- ' ' /" · ~ , ~ , '.~ '""""""~ .~'~ ' . ;'.' " - 1 ~ --- -:- ' :. - i,, ~' - I~ ~. - ~ . . . . · ' ~'QIO~'-14o- .' '. $]~'-RC~.. ' ' ' " 'I' - / ' - ~ .' PROPOSEO FUTURE =" / , ,-/. . b ..................... ~_o. L.._c_.A...N_A~../A!EW_ _L.L_N.E. ................. ~OWNED I D~I~T~ PREPA~]'~ BY: · . I I N S GRAPHIC SCALE 1 "=lO0' 0 lO0 200 300 APPROXIMATE L OCA'TION OF I00- YEAR FL OODPLAIN PER GSM FL OOD STUD Y CENTERLINE OF CREEK (NOT TO SCALE i NOTE: DISCHARGE FROM ANY DETENTION POND OUTFALL OR STORM DRAIN OUTFALL MAY REQUIRE AN OFFSITE DRAINAGE EASEMENT TO ACCOMMODATE THE FLOW. IF AN OFFSITE DRAINAGE EASEMENT IS REQUIRED, A STUDY SHALL BE MADE OF THE OFF-SITE PROPERTY TO DETERMINE THE SIZE OF THE DRAINAGE EASEMENT TO ACCOMMODATE THE FLOW. ACCEPTANCE OF THE DRAINAGE FEATURES IDENTIFIED ON THE ZONING PLAN ARE SUBJECT TO CHANGE DURING THE PROJECT PLAN, PRELIMINARY PLAT OR FINAL PLAT PROCESS AND DO NOT CONSTITUTE SUBSEQUENT APPROVAL OF SAME. THE .CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DATA OR STUDIES TO ENSURE COMPLIANCE WITH CITY OF DENTON SUBDIVISION AND LAND REGULATIONS, DRAINAGE DESIGN CRITERIA AND COMPREHENSIVE MASTER DRAINAGE PLAN. 3. ~INIMUM FINISHED FLOOR ELEVVATIONS ARE REQUIRED FOR ALL LOTS ADJACENT TO LOWPOINT OR SAG INLETS AND ALONG EMERGENCY OVERFLOW ROUTE. MINIMUM OF ~.5 FEET ABOVE THE HIGHEST TOP-OF-CURB ELEVATION FOR THE LOT. 4..DETAILED ENGINEERING HAS NOT BEEN PROVIDED TO CONFIRM THAT THIS PLAN IS IN CONFORMANCE WITH APPLICABLE CITY OF DENTON CODES RELATING TO WATER WASTEWATER UTILITIES, TRANSPORTATION OR DRAINAGE REQUIREMENTS. 5..THE iO0-YEAR FLOOOPLAIN SHALL BE DEDICATED AS DRAINAGE EASEMENT AND LABELED WITH HETES AND BOUNDS OESCRIPTION ON THE FINAL PLAT. 6..ALL ROAD CROSSINGS SHALL BE DESIGNED TO HANDLE iO0-YEAR FULLY-DEVELOPED FLOWS AND MEET THE CITY OF DENTON SUBDIVISION AND LAND REGULATIONS AND DRAINAGE DESIGN CRITERIA. 7.~INIMUM FINISHED FLOOR FOR ALL LOTS ADJACENT OR IN THE FLOODPLAIN SHALL BE INDICATED ON FINAL PLAT, MINIMUM FINISHED FLOOR SHALL BE AT LEAST ~8" ABOVE FULLY ENCROACHED IO0-YEAR FLOODPLAIN (I.E. ~O0-YEAR FLOODWAY) WATER SURFACE ELEVATION OR 2.5 FEET ABOVE THE BASE FLOOD ELEVATION, A-2 A-3 B-2 5.0 C-I 5,6 C-2 4.6 0.9 HYDROLOGIC COMPUTATIONS ~-,7.eo.5oI ~.9 I ,5 I ~.~o.~o'I ~.7 I '~ I ~.,0.501~.6I ,5 I ,-,,2., o.~oI 6., I ,5 I °'5°12'51 '~' I 0.5012.8 I '~ '1 D-I 0.'50 ' 0.5' ...... : ............ j'~ I-Foot Freeboord ~ ......... /~ ...... ~-~o6~:-'~o, c~p:'- / · , .~, t t - ,~ /...qv ',o~w.S.Elev. /.~ i-FOOT A~OVE NORMAL ............ .......... ~ialC-~v ................. A = 40 Sq.Ft. ~.r.S. ~P = 44 L.F. NTER~ ~ OM. Y, IT IS NOT INTEMIED FOR O. MA ~ 60¢IOWlN TEXAS P.E. NO. 60691 Copl~ll[, Tex~ 75019 CONTACT:. MR. TIM HOU~B PI-ION~ 817 430-.0708 FAX: 817 CIVIL ENGINEERS - PLANNERS --- SURVEYORS Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 CONTACT: MR. MATT GOODWIN FAX: 817 446-3116 II0 ( in\hr ) 6.5 6,5 6.5 6.5 6.5 6.5 6.5 6.5 OlO I100 OlO0 PICKUP POINT Ids ) ( in\hr ) (cls ] 25.4 9.6 37.4 2-15 ' CURB INLETS 17.6 9.6 25.9 25.0 2-15' CURB INLETS 2-15' CURB ~_ETS 16,9 9,6 39.7 9.6 5B.6 2-15' CURB INLETS 16.3 9,6 24.0 2-10' CURB INLETS lB,2 9,6 26.9 2-10' CURB INLETS 15,0 9.6 22. I 2- I0' CURB INLETS 4.8 3.3 9.6 I-8' CURB INLET ZONINO PLAN DRAIHAGE AREA COUNTRY CLUB VILLAGE 47.412 A~ ~ Daugh~ Survey, Ab~act No. 351, H. Haggood Survey, Absirac~ No. 517 ~d V¢ilfi~ H~dson 8~rvey, Abs~ No. 586, ~ OF DENY~N DIgNTON COUNTY, TEXAS DATB: SEFI'BMBEI~ 2~01 I II I I III I I I E, \IO026\PRELIM\UTtLITY,pro Sun Sep 23 09: 32,59 2001 W N E S GRAPHIC SCALE l "--200' NOTES: 0 200 400 600 JOHNSON SELLING A PORTION OF THIS ADDITION BY METES AND'BOUNDS IS A VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. ALL COMMON UTILITY EASEMENTS THAT WE ARE AWARE OF ARE SHOWN. IT IS PROPOSED THAT THIS DEVELOPMENT SHALL TAP INTO THE EXISTING 20" WATER LINE EXISTING IN STATE HIGHWAY No. 377. IT IS PROPOSED THAT THIS~DEVELOPMENT SHALL TAP INTO THE EXISTING GRAVEYARD BRANCH OUTFALL SEWER LINE. ACCEPTANCE OF THE DRAINAGE FEATURES IDENTIFIED ON THE ZONING PLAN ARE SUBJECT TO CHANGE DURING THE PROJECT PLAN. PRELIMINARY PLAT, OR FINAL PLAT PROCESS AND DO NOT CONSTITUTE SUBSEQUENT APPROVAL OF SAME. THE CITY RESERVES THE RIGHT TO REQUIRE AODITIONAL DATA OR STUDIES TO ENSURE COMPLIANCE WITH THE CITY OF DENTON SUBDIVISION AND'LAND REGULATIONS, DRAINAGE DESIGN CRITERIA'AND COMPREHENSIVE MASTER DRAINAGEPLAN. ALL ADJACENT OWNERSHIPS ARE SHOWN FOR AT LEAST 300'. DETAILED LOTTING CONFIGURATION AND DESIGN ELEMENT FEATURES WILL BE DEPICTED ON THE ZONING PROJECT PLAN WHICH WILL INCLUDE. POINTS OF ACCESS. REQUIRED LAND DEDICATIONS FOR RIGHT-OF-WAY WILL BE PROVIDED DURING PLATTING. ADRAINAGE STUDY ON THE UNNAMED TRIBUTARY OF GRAVEYARD BRANCH HAS BEEN PREPARED AND SUBMITTED TO THE CITY OF DENTON FOR REVIEW. THE ORIGINAL IO0-YEAR FLOOD PLAIN WAS BASED ON A NON-DETAILED STUDY BY THE CORPS OF ENGINEERS. THE NEW STUDY RE-DEFINES THE LIMITS OF THE IO0-YEAR FLOOD PLAIN BASED ON BETTER TECHNICAL INFORMATION. DISCHARGE FROM ANY DETENTION POND OUTFALL OR STORM DRAIN OUTFALL MAY REQUIRE AN OFFSITE DRAINAGE EASEMENT TO ACCOMMODATE FLOW. IF AN OFFSITE DRAINAGE EASEMENT IS REQUIRED. A STUDY SHALL BE MADE OF THE OFFSITE PROPERTY TO DETERMINE 'THE SIZE OF THE DRAINAGE EASEMENT TO ACCOMMODATE THE FLOW. MINIMUM LOT SIZES OF 16,000 SQUARE FEET ARE ALLOWED WITHIN THE CATEGORY. LOT SIZES MAY VARY UP TO 32,363 SQUARE FEET. SF-~6 ZONING 4' SIDEWALKS WILL BE PROVIOED ALONG ALL PUBLIC STREETS. 'THERE WILL BE A PROJECT IDENTIFICATION SIGN LOCATEO AT THE ENTRANCE ROAD AND U.S. HIGHWAY' 377. IT WILL BE A MONUMENT STYLE SIGN CONSTRUCTED OF ROCK WITH A CAST STONE NAMEPLATE AND BE APPROX. 4' HIGH AND J2' LONG. OTHER ENTRY FEATURE ELEMENTS WILL INCLUDE LANDSCAPING, IRRIGATION AND ILLUMINATION. MAXIMUM BLOCK LENGTH WILL BE 1200 FEET. OPEN SPACE ACCESS WILL BE FROM A FUTURE STREET ADJACENT TO LOT J, BLOCK DETAILED ENGINEERING HAS NOT BEEN PROVIDED TO CONFIRM THATTHIS PLAN IS IN CONFORMANCE WITH APPLICABLE CITY OF DENTON CODES RELATING TO WATER AND WASTEWATER UTILITIES, TRANSPORTATION OR DRAINAGE REQUIREMENTS. ALL APPLICABLE PROVISIONS OF THE CITY OF DENTON LANDSCAPE ORDINANCE WILL BE MET, THE ~00 YR FLOODPLAIN AS ULTIMATELY APPROVED BY FEMA WILL BE DEDICATED AS A DRAINAGE EASEMENT AND DEFINED BY METES AND BOUNDS ON THE FINAL PLAT. APPLICANT AGREES NOT TO BUILD IN THE IOOYR FLOOD PLAIN AS ULTIMATELY DEFINED BY FEMA IOOYR FLOODPLAIN AS DESCRIBED BY GOODWIN AND MARSHALL, INC. FLOOD STUDY IS SUBJECT TO REVIEW AND APPROVAL BY THE CITY OF DENTON AND SUBSEQUENT ISSUANCE A LETTER OF MAP REVISION BY FEMA. ANY CHANGES TO THE FLOODPLAIN THROUGH THIS PROCESS COULD-ALTER THE OPEN SPACE/FLOODPLAIN AND THE BUILDABLE AREA. ALLRED (NOT TO SCALE Z F~OJEOT LOT"' BLOCK AREA SQ. FT. I. . I 18,363 2 ' I 16, 438. 3 , ! . 16, 846 , · 4 I 17, 792 5 ' I 16, 962 6 , i 19,121, 7 ' I . 21, 937 8 I I 20, 669 9 I 16, 143 I0 ! 18, 761 II i I. 23,545 12 I 25,906 13 I 19,301 14 I I 24,333 /5 ,, / 23,4/8 16 ' I 20, 059 17 I .I 18,145 /8 i /8, 0/9 19 I 17, 714 20 I 17, 658 21 I 20, 854 22 I 28, 620 I00- YEAR F.E.M.A. DA TED t J.W. Gatlin ;.C.F,No. 94- D.R.[ · LOT BLOCK I AREA SQ, FT. i 2 . 21, 52z ' 2 2 17, 881 ~ 3 . 2 . 17, 962 4 ' '2 17, 937 5 2 .18,505 6 ' 2 17, 085 8 2 17, 931 9 2 17, 844 I0 2 16,417 II ' 2 19, 669 12 2 19,169 13 2 . 20, 272 14 2 18,938 15 2 17, 877 16 2 16, 155 17 2 17, 235 18 2 16, 000. 19 2 16, 080 2O 2 17, 65O 21 2 21, 527 22 2 19,614 Oran E. Monroe and wife Mary Ann Monroe Volume 429, Page 247 D.R.D.C.T. ET,/ LOT . ' 'BLOCK AREA SQ. · '23' , 2 21, 108 . .24 2 18,629 25. 2 , ,28, 758 26 2 31, 746 27 2 16,456 28 2 .18, 043 29 , 2 17, 828 30 2 18,532 31 2 21, 098 32 2 22,353 33 2 20,222 34 2 18,409 35 2 " 19,206 36 ' 2 19, 121 ' 37 2 16; 834 38 2 17, 023 39 2 16,074 40 . 2 24,598 41 2 · 19; 670 42 2 26, 826 43 2 16, 692 ~ 44 2 16,061 M.D. WILLIAMSON I  VOL. 676, PC, 290 -- -- ~ D.R.D.C.T. William C. JLewis LOT BLOCK AREA SQ. FT.. 46 ' 2 19, 679 47 ~ 2. 16,614 48 2 16,000 49 ' 2 16,278 50 · 2 18,374 51' 2 18,593 52 2 24,252 WOLSKI ADDITION BLOCK ONE 117 WOOD CREEK ~ IINET E, 21~ ~ ETJ LOCA T/ON OF FLOODPLAIN PER GeM FLOOD STUDY __ 16._6 APPROXIMATE L OCR TION OF I00-YEAR FLOODPLAIN PER GeM FLOOD STUDY CENTERLINE OF CREEK PROPOSED OPEN SPACE APPROX. 5.8 ACRES :ITY OF DENTON 27' INTERCEPTOR GRAVEYARD BRANCH 25 23 PROPERTY DESCRIPTION STATE OF TEXAS: COUNTY OF DENTON' BEING a tract of land situated in the George Oaugherty Survey, Abstract' No. 35I and the H, Haggood Survey, Abstract No. 5~7, City of Oenton, Denton County, Texas and being a portion of Tracts ~, £ and 3 of those tracts of land as described in deed to Matthews Investments Southwest, Irc, XIIZ recorded in County Clerk's document number 96-ROO4BT~£ of the Real Property Records of Oenton County, Texas (RPRDCT) and being more particularly described as follows: BEGINNING at a point in Brush Creek Road (Variab]e width R.O.klJ at the original northwest corner of Noodcreek. Block One. an addition to-Denton County, Texas as recorded in Cabinet E, Side £~4 of the Plat Records of Denton County, Texas (PRDCT) and the northerlymost northeast corner of said Natthews Investments SoUthwest, Inc. XIII Tract 3; THENCE along the southwesterly lines of said Noodc~eek, Block One and the northeasterly lines of said Matthews Investments SoUthwest, Inc. XIII Tract 3, the following: S O0 'I8'lg" E, at a distance of 40.00 feet passing the south line of said Brush Creek Road, continuing a total dJstance of ~00.00 feet: S 47 "54 53" E. a distance of 389.97 feet; S 80 °57'59" E, a distance of 120.00 feet; S 58 '16'27" E, a distance of 523.35 feet to the southerlymost corner of said ktoodcreek, Block One, said corner lying in the west line of a tract of land (First Tract) as described in deed to Denton Country Club, recorded in Volume ig9, Page 453, DRDCT; THENCE S O0 "33't3" N, departing the south line of said Noodcreek, B1°ck One, along an east line of said Matthews Investments Southwest, Inc. XIII Tract 3 and the west line of said Oenton Country Club-First Tract, a distance of ~45.00 feet to the northeast corner of a tract of land (Third Tract) as described in deed to Denton Country Club. recorded in Volume t99. Page 453. DRDCT; THENCE N 89 '1526" N, along a line of said Matthews Investments Southwest, Inc. XIII Tract 3 and the no~th line of said Denton Country Club Third Tract, a distance of ~63,84 feet to the northwest corner of said Denton Country Club Third Tract; THENCE S O0 '51 '55" E, along an east line of said Matthews Investments Southwest, Inc, XIII Tract 3 and the west line of said Denton Country Club Third Tract, a distance of 394,53 feet; THENCE S OB"5g']7" k/, along an east line of said Matthews Investments Southwest, Inc, XIII Tract 3 and a west line of said Oenton Country ClUb Third Tract, a distance of 466.6~ feet to a point; THENCE departing the east line of said Matthews investments Southwest, Inc. XIII tract and the west line of said Denton Country Club Third Tract the fo]lowing: S 89 "OB'05" N, a distance of 331,4B feet to a point; N 2B'30~3' kt. a distance of 95.£~ feet to a point at the Point of Curvature of a circular curve to the right having a radius of 300.00 feet, a central angle of 26 '47'~7" and being subtended by a,'chord which bears S BB'££'46"1~, ~39.00 feet; THENCE along said,curve to the right, a distance of ]40.28 feet to a point: N 78'i3'30" N, a distance of 170.64 feet to the Point of Curvature of a circular curve to the left having a radius of ~750.00 feet, a central, angle of 26 "29'54" and being subtended by a chord which beans S BB "3~ 33"kt, B0£.~6 feet; THENCE along said curve to the left. a distance of 809.35 feet to a point; THENCE N 14 '43'24" W, a distance of 50.00 feet to the Point of Curvature of a circular curve to the right having a radius of BSO.O0 feet, a centra] angle of 29 "37'57" and being subtended by a chord which bears N 06 '53'56"E, 434,72 feet: THENCE along said curve to the right, a distance of 439.6t feet to the Point of Curvature of a reverse circular curve to the left having a radius of 550.00 feet, a central angle of £3 "46'27" and being subtended by a chord which bears N 09 "49 '4~" E, ££6.5B feet; THENCE along said curve to the left, a distance of 228',22 feet to the Point of Curvature of a reverse circular curve to the right having a radius of 300,00 feet, a central angle of and being subtended by a chord Which bears N 28'28'I4"E. 304.79 feet: THENCE along said curve to the right, a distance of 319.71 feet to a ooint: N 24 '54 '26" N, a distance of 280.98 feet to a point: N 7J '04 ']6" kt, a distance of J48.g4 feet to a point: N O0 '18~0" ~ a distance of 261,J5 feet to a point in the called south line of said Brush Creek Road at the northwest corner of said Matthews Investments Southwest, inc. XIII Tract £; THENCE N 89 "4t '40" E. along the called south line of said Brush Creek Road and the north line of said Matthews Investments Southwest, Irc. XIII Tract 2, a distance of 255.00 feet: THENCE N 09 '30'i3" £ departing the called south line of said Brush Creek Road, along a west line of said Matthews Investments Southwest. Inc. XIII Tract ~. a distance of 30.3~ feet a point in said Brush Creek Road; THENCE N 89 "4I '40" E, within of said Brush Creek Road, along the north· line of said Matthews Investments Southwest, Inc. XIII Tract ~ and Tract 3, a distance of 59LB9 feet to the POINT OF BEGINNING and containing 47.4~£ acres of ]and. STRUCTURES STREETS, ROADS. ALLEYS SIDEWALKS LANDSCAPING PARKING AREAS RECREATION AREAS AREA (ACRES) 9.513 AC. 7.723 AC. 0.51 AC. 0.613 AC. 0.0 AC. 5.843 AC. % OF TOTAL PROJECT AREA 20 % i6.3 % ~.t % ~.3 % O% ~2.3 % WATER DEMAND CALCULATIONS AVERAGE DAILY DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (lBO GPCD) = 42,624 GPD MAXIMUM DAILY DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (396 GPCD) = 93,773 GPD PEAK HOUR DEMAND, (74 UNITS) x (3.2 PER CAPITA) x (673 GPCD) = 159,366 GPD SEWER DEMAND CALCULATIONS AVERAGE DAILY DEMAND, (7zi-UNITS) x (3.2 PER CAPITA) x (100 GPCD) = 23,680 GPD PEAK 2 ~HOUR DEMAND, (74 UNITS) X"(3.2 PER CAPITA) x ~(500 GPCD) = ~1B,400 GPD LAND USE SUMMARY 47.4 ACRES ZONED SF-16 MIN. L 0 T MIN. L 0 T MIN. L 0 T MIN. LO T . MIN. MIN. MAX. HT. MAX. BUILDING AREA DEPTH WID TH FRONT YARD SIDE, YARD REAR YARD STORIES COVERAGE 16, 000 sq. ft. 120 ft. I00 fl. 35 ft, I0 ft. 20 fl. 2.5 35 Z LAND USE SUMMARY 47.4 ACRES ZONED SF-16 GROSS I NO. OF - LOTS/ PARK ACRES , ' LOTS : ACRE 5 8AC 47.4 AC · 74 1.56 .; I -------CENTERLINE ROAD AND SURVEY LINE _~1 WOLSKI ADDITION PER WOODCREEK F?NAL PLA T I% BLOCK ONE / I~ND WOLSKI ADD/T/ON F1ALaL PLA T CABINET D, PAGE ll7 / P.R.D.C.T. .... '/' --?7- -~?--'~ '/'---- '/ ~" 'J-~----"J---~ J - . ,/, ~e'; ........ ,/,..~'/ ....... /, _~1 ,/, '--?'/- .. ~ t 40' R.O.W. DEDICATION L-PROPOSED 60' R.O.W, ~---~- -- - - -- j ' _ PROPOSED ~ '~ LOT I WOOD CREEK COUNTRY CLUB VILLAGE ~. ~LOC~ / 8LOCK oNE P.R.D.C.T. RIGHT-OF-WAY DEDICATION DETAIL NOT TO SCALE OWNBD I DEV.__. OPED CONTACT:MR. TIM HOUSE PHON~ 817 430-0708 FAX: 817 430-9096 PRBPAI~ BY: (g. OOD = CIVIL ENGINEERS - PLANNERS - SURVEYORS 6001 Bridge Street, Suite 100, Fort Worth Texas 76112 Metro (817) 429-4373 OONTAC"I': MR. MATT GOODWIN FAX: 817 446-3116 TtgS ~T IS FOR ~ITER~4 RE1/EW ONL Y, IT IS NOT 8VTENDED FOR BDDNG, CONS TRUC770N, OR PERMIT PURPOSES. D. MATTHEW GOODWIN TEXAS P.E. NO. 60691 REVISION - P & D PLAN CO Y CLUIB' VILLAGE 47.412 Acres Daugheny SarVey, No. 351, H. HaggCod Survey, Abstract'No, 517 and Wi am SUrvey, Absm DAT 2001 E, \IO026\PRELIM\PPLAT.pro Fri Oct 12 15 ~ 46, OI 2001 m ' . ..... S ' · ': ~ BRU~C~%E~OT : ' GRAPH '~'~/~--' ..... ~ ¢ .... : ' ~' LOCATION ~~ ' ......... : o ' ~oo ': 300 : ¢~i.~ ~-- ~ " . ' ' (NOT TOSCALE) . ~ .................. : NO~ DETA~ ~G~~ ~S NOT 'B~ / /~ /~ '..:::.:.::.::.:,:-: C~~A~ W~H A~LIC~LE C~ OF~~ ~: .... ~-~ ' .......... ":" ~ :THIS ~AN IS S~CT TO ~NGE BAS~ ' ' ' ' : ~ / / ' ~."'"/U' / "~k ."'~ ........ ,,/:-: "': ............... - ......... ~/~.:.'.~?~;'.'7%',:... :'.. ~"'!' i3'..::..::::::::::::::.:.:.~ ., ::: . ...-.,. · ...., :..:...::'.:>:., :,..: TH : ~ .PROPOSED SANITARy SEWER LiNE { '(~S'O~F~i'~'F'~R CAPITA)x (673 6PCD) = ,59.366 6PD ni,~3~%~E,R CAP.ITA)(673 6PCO)= ,.027,672 PROPOSED SANITARY SEWER, PHASE I' : ; SEWER: DEMAND CALCULATIONs ,, ~; PROPOSED SANITARY SEWER CLEANOUT '; 'SEWER DEMAND CALCULATIONS ' ' , ~ -- . , , AVERAGE DALLY DEMAND, ~~~ ~~. ~1~ ~0 dge~eet, Su~el~, Fo~Wo~Tex~76112 . ~:~ ~.,~.~ ~~-- EXISTING.WATER LINE. :' ~ AVERAGE~DAILY, DEMAND, ~: ' . (74,~I~ _~.~._I)~+ (~.~7~[~RES._[~:~ ~[Ts/ACRE) ~: .LXIS/IN~ PIHE HYDNAN/ . ~A~ ~ MUU~:U~MANM~' (74 UNITS P~SE I) + (~00,797 ACRES ~ 40 UNITS/ACRE) F~.8'"v'~~'~' . F~817~3116 . ~~~ . , i., ;,, , , ' : : :~:_.ll l_~ ~. ',(74 UNITS)x (3.2 PER CAPITA)x (500 GPCD)= 1t8,400 GPD : x (3.2 PER CAPITA) x. (500 GpCD)= 763,5~1 GPO ~ ' ; :; . ' . ~~v~ , , APPROXIMA IO0- F.E. IVI. A .PA DA TED nON 610 :S TUD Y / / \ l NOTE ¸5O p;, ?u~klc\ pEDESTRIAN ~ 41 ¸22 cu I-FOOT ABOve NORMAL ' ' o ' ~ W S ELEVATION NOTE, Normal-? "' ,'. ; ; ~ REViseD ioOYR FLoODpLAiN AS DEScRiBED oN THis pLAN iS SUBJECT 2(DX~ ]~__~°' W,S,Elev, ,,, ' pHAse, IQ iOOr~q;= 69:9.cfS TO REVIEW AND APPROVAL BY CITY OF:DENTON AND SUBSEQUENT IsSuANCE OF ' ~] ULT MAT O ,lOOrw(~ ~ 194.9 cfs A LETTER OF MAP REVISION '(LOMR ) BY FEDERAL EMERGENCY. MANAGEMENT ,,. -- ! . Qprovd; =~21,7 CfS AGENCY (FEMA), ANY CHANGES TOTHE FLOODPLAIN THROUGH ~ THIS PROCESS ,'-~-%., -- .4 , A = 88~So~Ff.' : COULD ALTER:THE CONFIGURATION OF THE LOTS AND AREAS FOR DEDICATION. -, ,,,.,,. w~,am, -a~...~,, ..,,,_ . :wP = 52.5'.L.F~:. APPROVAL· OF THE LOMR BY FEMA ISREQUIRED PRIOR TO ACCEPTANCE OF THE . %,/AIWAL ~ VIE-W LINE. : n='0,02.5, .:. FINAL PLAT,' : TYPICAL SECTIoN:DETAIL , A' ' :: :: ::: :' 430-9096, 21'RCP Metro (817):429-4373 · FAX: 817 446-3116 ' CiViL ENGINEERs ~ PLANNERS ~ SURvEYoRs Bridge Stroet, SUite 100, Fort Worth Texas 76112 __ I__ .-OE VTON CbUNTY 'L/MI:TS :WOOD CREEK 'BL BLOCK ONE CA~-~NET E, pAGE iP R D,C T. 21 ZONED A N GRAPHIC SCALE 0 lO0 200 =~00' 300 ALLRED JOHNSON z BRUSH CREEK F~OJEOT LOC, ATION E I I '"'...APpROXiMATE L OCA T/ON OF I00- YEAR FL OODPLAIN PER SaM FL OOOS TUD Y CENTERL INE OF CREEK NOTE: ~ (NOT TO SCALE ) . BISOHARGE FROM ANY DETENTION POND OUTFALL OR STORM DRAIN OUTFALL MAY: REQUIRE AN OFFSITE DRAINAGE EASEMENT TO AOCOMMOBATE THE FLOW. IF AN OFFSITE DRAINAGE EASEMENT IS REQUIRED, A STUDY SHALL BE MADE OF THE OFF-SITE PROPERTY TO DETERMINE THE SIZE OF THE DRAINAGE EASEMENT TOACCOMMOBATE ACCEPTANCE OF THE~DRAINAGE FEATURES IDENTIFIED ON THEZONING PLAN ARE SUBJECT TO CHANGE DURING THE PROJECT PLAN, PRELIMINARY PLAT OR FINAL PLAT PROCESS AND BO NOT CONSTITUTESUBSEQUENT APPROVAL OF SANE THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL DATA OR STUDIESTO ENSURE~ .COMPLIANCE WITH CITY OF DENTON SUBDIVISION AND LAND REGULATIONS, DRAINAGE DESIGN CRITERIA AND COMPREHENSIVE MASTER DRAINAGE PLAN. MINIMUM FINISHED FLOOR ELEVATIONSARE REQUIRED FORALL LOTs ADJACENTiTo LOWPOINT OR SA6 INLETS ANBALONG EMERGENCY OVERFLOW ROUTE,:MINIMUH OF~.5 FEET ABOVE THE HIGHESTTOP-OF-CURB ELEVATION FOR THE LOT, DETAILED ENGINEERING HAS NOT BEEN PROVIDED TO:CONFIRM THAT THIS PLAN IS IN CONFORMANCE WITH APPLICABLE CITYOF DENTON CODES RELATING TO WATER :WASTEWATER UTILITIES, TRANSPORTATIONOR DRAINAGE REQUIREMENTS. THE JOO-YEAR FLOODPLAIN SHALL BE DEDICATED AS DRAINAGE EASEMENT AND' LABELED WITH METES AND BOUNDS DESCRIPTION ON THE FINALPLAT. ALL ROAD CROSSINGS SHALL, BE DESIGNED TO HANDLE ~O0-YEAR FULLY-DEVELOPED FLOWS AND MEET THE CITY OFDENTON SUBDIVISION AND LAND~REGULATIONSAND DRAINAGE DESIGN CRITERIA.' ~RANCH MiNiMUM FiNisHED FLOOR FOR ALL LOTS ADJACENTORINTHE FLOODPLAINsH~LL BE S~W~R INDICATED ON FINAL PLAT. MINIMUM FINISHEDFLOOR SHALL BE AT LEAST:~B ABOVE TED FULLY ENCROACHED ~O0-YEARFLOODPLAIN (I.Ei JOO,YEAR FLOODWAY) WATER SURFACE ELEVATION OR 2.5 FEET ABOVE THE BASEFLOOD ELEVATION. ~ ', NO RECLAMATION ISPROPOSEB FOR THIS PROJEOT, STORM DRAIN SYSTEMS. DESIGNED ON JOOYR. RETURN FREQUENCY. JOOYR FLOODPLAIN PER 6&MFLOOB STUDY IS60NTAINEB WITHIN THE PROPOSED. OPEN SPACE AREA AND DOES NOT ENCROACH ON THE RESIDENTIAL LOTS; HYDROLOGIC COMPUTATIONS AREA No. A-I A-2 A-3 B-I B-2 C-I C-2 D-I ACREAGE (Ac,) 7;9 5.9 4.6 II.O 5,0 5,9 4,9 ( in\hr ) 5,5 ClIO I100 ee QIO0 PICKUP POINT (cfs) (In\hr) (cfs) 21,4 9.5 37.1 15,9 12.6 30.2 9.5 9.5 ¸9.5 27,6 21.8 13.7 9.5 15.9 9.5 27.5 52.2 23.7 13,2 9.5 22.8 4.7 · ' QIO0 INTENSITY INCLUDES ANTECEDENT FACTOR OF 1,25 'I~-RI~ REVIEW OWL Y, IT IS NOT INTENDED FOR BIDDING,: CONSTRUCTION, OR FERMIT PU~~. 2.7 9.5 OF, DENTON E, \IO026\PRELIM\PPLAT.pro Fri Oct 12 15,26 ~ 35 2001