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Replat attached to CC Packet 100907 PROPERTY DESCRIPTION LOT 5R BEING A TRACT OR PARCEL OF lAND SITUATED IN THE Vv1lLlAM K. PAYNE SURVEY. ABSTRACT NO. 1140, THE C. S. DUNNAGAN SURVEY, ABSTRACT NO. 1655, AND THE JESSE MOORE SURVEY, ABSTRACT NO. 968, AND THE J. T. THWEA T SURVEY, ABSTRACT NO. 1753, CITY OF COPPELL, DALLAS COUNTY, TEXAS, SAME BEING A PORTION OF 'FREEPORT NORTH LOT 5R" A FINAL PLAT RECORDED IN VOLUME 95245, PAGE 2050, DALLAS COUNTY PLAT RECORDS, OF THE DEED RECORDS OF DALLAS COUNTY, TEXAS, SAID TRACT ALSO BEING THE SAME TRACT CONVEYED TO DERSE ASSOCIATES IN VOLUME 97041 PAGE 2089 IN THE DEED RECORDS OF DALLAS COUNTY, TEXAS BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER AT SAID LOT 'LOT 5R', SAME BEING ON THE WEST LINE OF THE ANGELES ESTEVES TRACT AS RECORDED IN VOLUME 86245 PAGE 4205, DALLAS COUNTY, DEED RECORDS SAID POINT ALSO BEING ON THE NORTH RIGHT-OF-WAY LINE OF CREEKVIEW DRIVE (60 FOOT R.O.W.), AT A 1/2 FOUND IRON ROD FOR CORNER; THENCE ALONG SAID NORTH R.O.W LINE OF SAID CREEKVIEW DRIVE, SOUTH 89'41'59' WEST, A DISTANCE OF 137.21 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 4906.09 FEET AND A CENTRAL ANGLE OF 3'03'14", TO A FOUND 1/2 INCH IRON ROAD FOR CORNER; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 261.50 FEET TO A 1/2 INCH FOUND IRON ROD; THENCE ALONG SAID NORTH R.O.W LINE OF SAID CREEKVIEW DRIVE, SOUTH 86'38'45' WEST, A DISTANCE OF 250.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1470.00 FEET AND A CENTRAL ANGLE OF 3'44' 41", TO A FOUND 1/2 INCH IRON ROD FOR CORNER; THENCE ALONG SAID CURVE AN ARC DISTANCE OF 96.08 FEET TO A 1/2 INCH FOUND IRON ROD; THENCE ALONG SAID NORTH R.O.W LINE OF SAID CREEKVIEW DRIVE, SOUTH 89'36'34' WEST, A DISTANCE OF 35.00 FEET TO THE SOUTH CORNER OF A CORNER CLIP LOCATED IN THE NORTHEAST CORNER OF ROYAL LANE (100 FEET R.O.W.) AND SAID CREEKVIEW DElVE, TO A FOUND 1/2 INCH IRON ROD FOR CORNER; THENCE ALONG SAID CORNER CLIP LINE, NORTH 44'36'34" WEST, A DISTANCE OF 21.21 FEET, TO THE NORTH CORNER OF SAID CORNER CLIP, SAID POINT BEING ON THE EAST R.O. W. LINE OF SAID ROYAL LANE, TO A FOUND 1/2 INCH IRON ROD A T A POINT FOR CORNER; SURVEYOR'S CERTIFICATE STATE OF TEXAS COUNTY OF DALLAS I, Michael N. Peeples, do hereby certify that I have prepared this plat from an actual on-the-ground survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the Platting Rules and Regulations of the City of Coppell, Texas. Michael N. Peeples Registered Professional Land Surveyor ST ATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared Michael N. Peeples, known to me to be the person whose name is subs:cribed to the forgoing instrument, and acknowledged to me that he executed the same in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ______________ day of _____________________, 2007 Notary Public in and for said County and State THENCE ALONG SAID EAST R.O.W. LINE OF SAID ROYAL LANE, NORTH 00'23'26" EAST, PASSING A POINT ON THE SOUTH LINE OF A 150 FOOT DRAINAGE EASEMENT AS RECORDED ON VOLUME 84203 PAGE 1836 OF SAID PLAT RECORDS, A TOTAL DISTANCE OF 588.53 FEET TO A POINT ON THE CENTERLINE OF SAID EASEMENT, AND IN THE CENTER OF A CREEK; THENCE ALONG SAID CREEK AND SAID CENTERLINE, SOUTH 89'36'02" EAST A DISTANCE OF 155.49, TO THE BEGINNING OF A TANGENT CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 1336.90 FEET AND A CENTRAL ANGLE OF 15'00'00", TO POINT FOR CORNER; THENCE ALONG SAID GURVE AN ARC DISTANCE OF 350.00 FEET TO A POINT FOR CORNER; THENCE CONTINUING ALONG SAID CREEK AND CENTERLINE, NORTH 75'23'58" EAST A DISTANCE OF 309.67 FEET, TO A POINT ON THE WEST LINE OF SAID ESTEVE TRACT; THENCE ALONG SAID WEST LINE. SOUTH 00'56'27" EAST, PASSING A 1/2 INCH IRON ROD SET AT SOUTHEAST CORNER OF SAID EASEMENT AT A DISTANCE OF 77.84 FEET, AND CONTAINING A TOTAL DISTANCE OF 697.90 FEET TO THE POINT OF BEGINNING AND CONTAINING 11.420 ACRES OR 497,528 SQUARE FEET MORE OR LESS OF WHICH 1.409 ACRES LIES WITHIN SAID EASEMENT AND CREEK, MAKING A NET OF 10.049 ACRES OR 436,438 SQUARE FEET OF LAND MORE OR LESS. OWNERS CERTIFICATE NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, DERSE ASSOCIATES DALLAS, LLC, DOES HEREBY ADOPT THIS PLA T DESIGNATING THE HEREIN DESCRIBED PROPERTY AS FREEPORT NORTH, LOT 5R, AN ADDITION TO THE CITY OF COPPEll, TEXAS, AND DOES HEREBY DEDICATE, IN FEE SIMPLE, TO THE PUBLIC USE FOREVER THE STREETS SHOWN THEREON THE EASEMENTS SHOWN THEREON ARE HEREBY RESERVED FOR THE PURPOSES INDICA TED THE UTILITY AND FIRE LANE EASEMENTS SHALL BE OPEN TO THE PUBLIC, FIRE AND POLICE UNITS, GARBAGE AND RUBBISH COLLECTION AGENCIES, AND ALL PUBLIC AND PRIVATE UTILITIES FOR EACH PARTICULAR USE. THE MAINTENANCE OF PAVING ON THE UTILITY AND FIRE LANE EASEMENTS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS SHALL BE CONSTRUCTED, RECONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS SHOWN. SAID EASEMENTS BEING HEREBY RESERVED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES USING OR DESIRING TO USE SAME. ALL AND ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR PARTS OF ANY BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE OR EFFICIENCY OF ITS RESPECTIVE RIGHT OF INGRESS OR EGRESS TO OR FROM AND UPON THE SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PARTS OF ITS RESPECTIVE SYSTEMS Vv1THOUT THE NECESSITY AT ANY TIME OF PROCURING THE PERMISSION OF ANYONE. (ANY PUBLIC UTILITY SHALL HAVE THE RIGHT TO INGRESS OR EGRESS TO PRIVATE PROPERTY FOR THE PURPOSE -OF READING METERS AND ANY MAINTENANCE OR SERVICE REQUIRED OR ORDINARILY PERFORMED BY THAT UTILITY). WATER MAIN AND WASTE WATER EASEMENTS SHALL ALSO INCLUDE ADDITIONAL AREAS OF WORKING SPACE FOR CONSTRUCTION AND MAINTENANCE OF THE SYSTEMS. ADDITIONAL EASEMENT AREA IS ALSO CONVEYED FOR INST ALLA TION AND MAINTENANCE OF MANHOLES, CLEANOUTS, FIRE HYDRANTS, WATER SERVICES AND WASTE WATER SERVICES FROM THE MAIN TO THE CURB OR PAVEMENT LINE, AND DESCRIPTION OF SUCH ADDITIONAL EASEMENTS HEREIN GRANTED SHALL BE DETERMINED BY THEIR LOCA TION AS INSTALLED THIS PLOT APPROVED SUBJECT TO ALL PLATTING ORDINANCES, RULES, REGULATIONS, AND RESOLUTIONS OF THE CITY OF COPPELL, TEXAS. WITNESS our hands this ______ day of ________, 2007. DERSE ASSOCIATES DALLAS, LLC, ERIC LEWIS GENERAL MANAGER DERSE/DALLAS DIVISION Owners Representative STATE OF TEXAS COUNTY OF DALLAS UTILITY CERTIFICATE BEFORE ME, the undersigned authority, a Notary Public in and for the said County and State, on this day personally appeared ERIC LEWIS known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same in the capacity therein stated. THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT. Given under my hand and seal of office, this ______ day of ________________________, 2007. A TMOS ENERGY Notary Public in and for the State of___________ ONCOR ELECTRIC My Commission Expires: ______________ TIME WARNER VERIZON FLOOD PLAIN NOTES (I) Subject tract lies within a Zone 'X', area determined to be outside 500 year tlood plain. (2) All tlood plain Intormation was provided by F.E.M.A. Flood Insurance Rate Map, Community Panel No. 480170-00 I OE, revised date April 15, 1994 "Floodplain Development Permit Application No. has been filed with the City of Coppell floodplain Adm in istrator on , 2007. , Floodplain Adm in istrator Date Recommended tor Approvals Chairman Planning and Zoning Commission City ofCoppell, Texas Date Mavor .; City of Cop pel I, Texas Date The undersigned, the City Secretary of the City ofCoppell, Texas, hereby certifies that the toregoing Replat of the lOT 5R. 11.420 ACRES OUT OF FREEPORT NORTH Subdivision or Addition to the City ofCoppell was submitted to the City Council on the day of .2007, and the Council, by tormal action, then and there accepted the dedication of streets. alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and upon said plat and said Council further authorized Mayor to note the acceptance thereof by signing his name as herein above subscribed. Witness my hand this _ day of , 2007. City Secretary Building Setback Regulations (Light Industrial) 1. FRONT YARD: Thirty (30) feet with no front yard parking, if front yard parking is utilized then sixty (60) feet front yard setcack shall be observed. 2. SIDE OR REAR YARDS: Ten (10) feet unless adjacent to property in a residential district: then a minimum of fifty (50) feet shall be observed. r- " a!'1.~l.'4' '.. "'l' , ~; l ~_UI Loq~ ~~~[L~lr [p~~~~(Q)~lr ~(Q)~lr[}={]9 [L(Q)lr @~o~ [g)~~~@ ~ ~~~[L~ lr (Q)[P [p~~~[P(Q)~lr ~(Q)~lr[}={]9 [L(Q) lr @ ~ ~OlFlW~ lF~[Q) 0!ft1 IF[x]~ W~[LJL~~~ ~D ~ ~ V~~ ~QJJ~W~V ~ ~(8)~u 0 ~~~(Q) ~D~D ~ ~D@D~D~D ~QJJ~W~V~ ~(8)~UD ~~~~ ~D~D [Q)QJJ~~~@~[KI] ~QJJ~W~V~ ~(8)~UD ~~@@ JJ~~~~ ~(Q)(Q)~~ ~QJJ~W~V ~ ~(8)~u 0 ~@(8) ~ JJDUD U[g]W~~UU ~QJJ~W~V~ ~(8)~UD ~a@~ (G~1rW (Q)[P (G(Q)~~~[L[L [Q)~[L[L~~ (G(Q)QJJ[KI]1rW ~ 1r~~~~ . , &.. '; \-'. C" :,c;, '..' '. OWNER DERSE ASSOCIATES DALLAS, LLC 1234 NORTH 6200 STREET MILWAUKE. WISCONSIN 53213-2996 (508) 253-8437 OFFICE (508) 253-8961 FAX CONTACT: ERIC LEWIS GENERAL MANAGER-DERSE DALLAS/DIVISION AUGUST 20, 2007 PLANNER-ENGINEER-SUR VEYOR MICHAEL PEEPLES ENGINEERS 1930 EAST ROSEMEADE SUITE 207 CARROLL TON, TEXAS 75007 (972) 416-1968 CONTACT: MICHAEL N. PEEPLES. RPLS CITY FILE No. RP-07-0075 SHEET 2 OF 2 PLOT DATE: 09-25-2007 , , . , o .~. I I I I I I I I , I , I I " ~~- ~ r/ l.,O~.~ ~ -l.,O~ , VICINITY MAP N.T.S. I I I 1>- ~~t:'{- ~_Z()NEJ // -- t!!-:~ ~v:~r ~o' Z ON E A E J...-'1 -< 0 Z I elf.>o ~~ -1' _____~---I ~~; ~ -z.C9,S I ~-' , o F= ~ J ~...-"""- I 0:: ~ 0:: ,\ c: ------ II I ft: (5;:) I on -t..' 55 ~ .....-~ -< ..;J CI) 7 c::.. . J .--#-' l\.\ 'J J,.. ~ I ,. ~ I ZONE _Ai--l--- ! ..1 .,-- / - I -.- J/-/-- -----_?,,~B'. .>/-- +-... / /~- ..~~---~---~~ ~_., I ~..----./' ..----- I ~7;~2'!TSB"( I --- I ------::::------ / --- .-- , C7 / --- --- :: F :: --- --- , S86.38' 45"W _ 195.25 - - --- ~l!E...24'05" C5 ___ .-- ::= ___ --- S86.38' 45"W _288.51 _ _ _ _ _ ........... - - - 93- :r- W --- - - - - 1:= "'- N86'38'45':S. ..1?6.6L - --2.8E.?-!:..0~:: -=- -.::.;~ .-::-~ 24' rIRELANE~ASEMENT _ _ _ ~ --.. C3" - - - - C8 93 5 r-- --- --- _ - - - , "'- \ ~ --- - 20' X 20' . ~ ~ ---__ - - - - - N86.38'45'I'E 288097 \ \ C10 UTILITY 400' --- --- ___ --- --- C6 C4 "-N45'23'26"E EASEMENT , Nt. ~ ~~ ___ -- \ \ fC12 12.63' s,o'f1-'tf9.€::'--si t t I N86'38'46"E __N} G1\~~ 697>. I 20') --- '.-- ~0'~1 I I I I ~ ___ --- 513 I~----- I / ' ~ APPROXIMATE LOCA nON or I \ 9.71' _ SURVEY UNE -r' ---1 ! I S86.38'46"W I / / 20' / / I I N03.21'15"E W I I 20' / / I I I I I I I ~ t I 11 420 ACRES I;; I ~ I~I /R · I g/ ~ I~ : ~ 4 9 7 , 5 2 8 SQ. FT. I ~: i ~~I I~ ~ I ~ I~I /i-r) I ~ / a:: /0 N 0 l.J.. 0 /8 ~/ ~ /zl Iz i / N / ~~~ / ~~; I / I I / ~~~ / / I ~g~ / / / SJ3'21'15"E NOO'18'01"W / I. I , '5"E 132' I }4', 30' I / I , 6 '38' 45"W N 03'21'15"W ~86 38 ~ - - - :1..........r 20 X 30' S89' 41' 59"W / I \ \ C17 S8 80.55'" 24' \ 124' FIRE LANE EASEMENT UTILITY 20'~ I I I '-- - - - - - -, NOS21'15 W '-L _ ~ EASEMENT_______~~ \C16 ,..---37.40' .y-- ,C22 /C23 S 6.38'45"W SOO'\...18..."O,....1....E~ ~ I} 1 I " r S86.38' 4S"W "I 19 83' ~ I '1 A. '------:-- C18 \ 2017' C24' 30' C2 . v51 26.21 ~ .. -53' C 51. N86.38'45"E , C20 190.19' ....-.. L L 261, 0' 137,21' ~6'''~)'' 18.03 C19 S85038'45"W 109' S89.41'59"W ...J o~, R 490 . 51~)""35,OO' R=~ 4 70.0p 250000' S89'36'34"E L-96.08 eRE E K V I E W D R I V E 50' RoOoW. I 11 ...m -_lONE_>5. _/~ I I ZONE AE-- I 15' r -,- WL~91 P .R.O.c. T. I I I ~-.8r:o.3P,'or."E 1;-5 -1.0; J D L _ .;:) o~.. ------~-~---~~-....-.~.- 4 . 5' I : R.o.w. I [)[[)I('A11ON I ~~ -~---- .......... ....... '......... I I- I ! I __ Z~NE A[ ------. ZONE: ~ t;~~~-{ ~ ..~~,a.O ~u ~. ~o' . \. P'l": C, 1.. ..~v'\~~ :p ~'<:- ~c::s ~~ '\~. [0<0 ~ '\.; ~"":\ q) ~~p ~ ~ ~(,. \<V -v rt ~I\,',-,~' '\\ \~, ~ ~. "-= ~. ~\:)'v ~. / F.E.M.A. 100 YR. FLOOD Pu\IN SEE FLOOD PLAIN NOTES . -----e -- - - - - --- -...- --- ------::=r --- --- --- --- --- --- --- --- --::----- I l~ \ I \ \ 0, , R== 1 336, ~_-'---~ ----.---L:-35 0 ,0 0' , (-150' DRAINAGE EASEMENT J VOL. 84201 PG. 1836 D.R.D.C.T. 90' / R::::14 '_'._ - _/ _/ -- -- 'S C:309.6 ....1 -- Sc9.36' 02"[ N89'36'34"W 15.98' C14 S89.36'34"E 1.80' 20' X 30' UTILI TY EASEMENT N89.36'34"E 30' S89.36' 34"W 30' ~ ~13 ij~ ) N. / i-r)o bNI ~ / I I I . I ~ (Xl w C?I ~ It) W OJ(/) I"') ~ 3: w : / W (Q/z N ~ 'to ...J r'Jlw o 0::: 01- (/) l.J.. I~ I / I I i w . A w Z C~ ~O o cr: <.0 A Nn AL.() no NCO oCO OL.() o Z "'0 <C~ >- o II: 1 5~ 4/,' A o (J) , " (J) <.0 5 A A " N A <.0 L.() . o o (f) 2ft DlWNPa & UJL ESMT. ~~~-{ ~C":) ~...~"a.O ~, ~o' ~~...c1.. .., &~r .{P P.O.B. o 20' 40' 80' ~____~ n_J~_n__ .J SCALE: 1" = 40' ./ -( t:.>~~.(c, _,.t1.~. q/)f6 ~a-r~O' t;t;~ t;..,C1.. ~~"\,... \ \ EASEMENT CURVE DATA cu R VE RADIUS CHORD CHORD DE L T A ARC BE ARING DIS TANCE DIS TANCE 1 30 N 20'48'01" W 22.22 43'28'56" 22.77 1 2 30 S 21.34'18" W 21.14 41.15' 43" 21.60 2 3 74 N 46.12'24" W 108.50 94017'41" 1 21. 79 3 4 50 S 46012'24" E 73.31 94017'41" 82.29 4 5 30 N 86052'40" W 6.77 12.57'10" 6.78 5 6 50 S 86.52'40" E 11.28 12.57'10" 1 1. 30 6 7 50 N 86'52'40" W 11.28 12057'10" 11.30 7 8 30 S 86052'40" E 6.77 12057'10" 6.78 8 9 50 N 66001 '06" E 35.23 41.15'19" 36.00 9 10 30 N 66'01 '06" E 21.14 41015'19" 21.60 10 11 30 N 67'53'26" E 22.96 45000'00" 23.56 11 12 30 N 22.53'26" E 22.96 45'00'00" 23.56 12 13 20 S 44036'34" E 28.28 90000'00" 31 .42 13 14 20 N 71.24'16" W 12.50 36024"35" 12.71 14 15 40 N 64.11 '03" E 35.33 52'24" 4 7" 36.59 15 16 50 S 46"28'54" E 72.98 93'44"41" 81.81 16 17 30 N 50.42'45" W 46.70 102012"23" 53.52 17 18 30 S 51.42'50" E 39.87 83"16" 49" 43.61 18 19 15 S 03.32'25" W 7.06 27'13" 42" 7.13 19 20 30 N 24.23'02" W 21.53 42.03"35" 22.02 20 21 15 N 0406'22" E 7.05 27'10"16" 7.11 21' ------- 22 30 N 51025'00" W 40.10 83"52"29" 43.92 22 23 30 S 42056'56" W 41.45 87"23"38" 45.76 23 24 15 S 11.41'24" E 5.69 21'53"02" 5.73 24 ~~~-{ t; . ...9 9-1-' , Ilr' ~~' ~O' " ..C1.. t:.>'t:t:.>~ .,g; A'''':"~'''''' . .. .... \, . 0 0'" J" , I ~~... ""- C .T. . '~-" .. . t" K E .~ _ Oc !~_.9, 200 Z ~~[pJ[L~u [F~~~[pJ(Q)~U ~(Q)~U[}={]~ [L(Q)U @~o~ ~~~~@ ~ ~[g[pJ[L~ U (Q)[F [F~~[g~(Q)~U ~(Q)~U[g]~ [L(Q)U @~ ~OlrQJJ~ 1F~/Ql 000 1F[}{]~ \Wl~[L[lJ~~ ~o ~~ W~~ $(UJ~W~W9 ~[83$Uo ~~~(Q) $0&0 @ ~o@L~o~o $(l1J~W~W9 &[83$IYo lJ~~W cGo$o [Q)(UJ~~~@~U\D $(l1J~W~W9 ~[83$Uo lJ@@@ JJ~$$~ ~(Q)(Q)~~ $(UJ~W~W9 ~[83$Uo W@~ ~ JJo U 0 IY[g]\Wl~~ UU $(l1J~W~W 9 ~[83$IY 0 lJ~@~ cG~uW (Q)~ cG(Q)[pJ[pJ~[L[L [Q)~[L[L~$ cG(Q)(l1J~IYW ~ IY~~~$ ,'" ~".... C.'. '~/', ..\ ,~ - (!; <;:. f ;- -- OWNER DERSE ASSOCIATES DALLAS, LLC 1234 NORTH 62nd STREET MIL WAUKE, WISCONSIN 53213-2996 (508) 253-8437 OFFICE (508) 253-8961 FAX CONTACT: ERIC LEWIS GENERAL MANAGER-DERSE DALLAS/DIVISION AUGUST 20, 2007 PLANNER-ENCINEER-SURVEYOR MICHAEL PEEPLES ENGINEERS 1930 EAST ROSEMEADE SUITE 207 CARROLL TON, TEXAS 75007 (972) 416-1968 CONTACT: MICHAEL N. PEEPLES, RPLS SHEET 1 OF 2 PLOT DATE: 09-25-2007 CITY FILE No. RP-07-0075