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ST1002-PT120110
I A copy of the approved permit must be on the job site at all times. CC: Applicant T M a, ,r OF Page 1 of 4 Public Works COPPELL Permit File Rev. 11 /07 Orig. to Project File r S , e q , 2-2)-1 1 411:14 RCVD A Q D D ' RIGHT -OF -WAY M � ' Pe rm i t v alid f o r 90 USE c a l en d ar PER d ays fr IT om d ate o APPLICATION approv it application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: 12/2 9/2011 Applicant's Job # / Work Order # 3PFAOSJ PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001 -944. Certificated Telecom Provider? Y N ❑ Plans provided and approved (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: Old Town Coppell West Bethel Road & South Coppell Road General Contractor: Houslev Const. Contact # (214) 354 -5899 Permit issued to Company / Representative: Address: Telephone #: Emergency Telephone #: Utility Company Represented: ❑ Oncor Electric Delivery ❑ Atmos Energy © Verizon ❑ SBC/ AT &T ❑ Time Warner Cable ❑ CoSery Electric /Gas ❑ Other General Description of Work (provide four [4] sets of plans): In accordance with Ord. No. 2001 -944. Place fiber cable in exisitng duct along East Bethel Rd. From Armstrong Blvd. to Hastings Ln.Then place appx. 500' of 1.5" duct from 413 W. Bethel Rd - - - -- . -- - - -- -- . 1 • - - - - 'nt Trenched Pipes and Hand Holes. Estimated Start Date March 1, 2012 Estimated Completion Date* Sept. 1,2012 * Completion requires submittal of Completion Verification Notice (see page 4) > Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES p NO ❑ > Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO if YES, must have City inspection prior to concrete replacement Right -of -Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at the applicants expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972 -462 -5155. ➢ Any excavation requiring closing of a street /alley must be reported prior to closing to the following: Police Department a 972 - 304 -3600 Fire Department @ 972 - 304 -3500 Street Department a 972 -462 -5150 Engineering Department a 972 - 304 -3679 y Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9 :00 a.m. until 3 :00 p.m. ONLY unless otherwise approved by City Engineer. > Attach Work Order (franchise only) and /or 4 sets of prints showing proposed work. I Contacts must be made to locate existing utilities 48 hours prior to beginning work. (Application with original signatures should be submitted to the Engineering Department before approval.) fi irrZf rip David Alpha 12/29/2011 Signature of Utilitompany Representative Printed Name Date 411.1".../ r � f %"r/ir!i e_. Li r�it•S �- T rl /Z_ Signature of Contractor Representative Printed Name Date ,,,, ,....____-------;_\____________„, t - 'c_,___. 4, r- Signature of City Representative Printed Name Date ➢ Comments: Please notify David Alpha @ (972) 849 -4096 when the permit has been approved and is ready to be poicked up. Thank You i l e k c,)/„6. /( — , 4/- , > NOTE: Notify City Inspector at 972 - 304 -3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. Backfill must meet all construction standards approved by the City of Coppell. Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. I i ! : ! - , i AS"'A1 1' . . ' 41----"."- STA 1+49.21, 19.72 RT 1 ! fo!:-A.f.:ftf[f1 : 1-- -: ' ---- . C l': c .... STA 1+37.83 . . ..... , .! . 1 ; : : ! 4 ---'" 1 ; I I .... ......___ " Ct; 1.00% SLOPE -- - Z L. - --::," C " CONSTRUCT 1 fii ;f111'.::::4 N=7033549.38 ,. .!. ., i / i ,,"! 1 - : I ,i ff R C c O F NN T E 0 CT Erx 21 2 " 1„ ., PLUG N WITH CLASS 5 ,,..,....,) . ! CONSTRUCT 1-5' RECESSED CURB /NLET m ". ' .. xi "x18 .. x60* WYE -- T .---- 'ADJUST P SD G M RAD H:!! E • ,,,, !:....+E44-....4::-.,- STUBOUT 56 LF OF 21 RCP , , ,, , i , y, /,‘ E2426950 68 '3 A' f-Y X I '',,,,! INSTALL 8 -- IIIIIIIIII STA 2+10.81 - CONSTRUCT -- - : - - - TOI=51 1-42 1.54 E''':-V Ilk N=7033526.70 Nti",'F' ,,,,* alp -5* SQUARE SOMH ii E=2426801.52 N CONSTRUCT 703352786 WYE 1 1 I 1 CAUTION!!! • - - -RIM=511.75 - : ":" :7 . : _ . I. ,, ,..:',ft't: . . : 7 11 .1...:_..L: 4 : 1;17. .,,x,.,,.,,„kg ”:';'"" 1 :T ....::=::::" ''':(:.--..".. f , ., ... si f •-----J.,‘,.,--„F .....-: - . .ti ',,, -•,- . BETHEL ,,, = 7-77 :: REMO VE 12LF OF EIST GAS „: „ XING MAIN N AREA ,..... Tx, ty,,■■ E „1 ; , ,,„ .-; _.,c; ;!.- ":-..., \\ 16+00 ' '';--- -- '," ' "N, .'::: : 4.1 ' : : ' : +..ab-e4itt:tt 1 EX 36" RCP ''''-' f3ETHEVROM , ":11?. 9 --- • - _........_ • 1a66-„,, CONTACT UTILITY 48 HOURS L..) : e,e9. _ .---1-- AZ C:F 1 ''' - ----- '-r0b 4`2 rci...r '1„ INSTALL I 2LF OF PRIOR TO CONSTRUCTION AT _ _ in ,.. ....-. ., ,,, tlIv ..1 ' 1-800-344-8377 " 42" RCP AND CONNECT TO A",.; ,., --.,, I . , '' ' 1 IS-II -L '-'' 'L..-'I I.--- ,/ ' 'I ,'„,,, ',...-- _ - - - .' =,- *- ' ' ' --' - I -- - ' ' '--- --- I, -- I I. 4- ,,,, . ...1, EXISTING JUNCTION BOXES I ,4 ---,I, -------„,. .„__............ STA 2+47.91 e 1 ,,-.< 4 =1: ;,. MAINTAIN EXISTING FLOWUNES CONSTRUCT ?oat .. . s :: f'' ' :; ..„.........,--,-- - - ......----.. --- - ._ _ ri . wn,-, - --: -- --: ' 'ILI,.•____ _ --- : l l,.../' ' ; 1 Ifte, ,,•• Wm g ale ii -..- ,---\., • - - - ...,;, CONSTRUCT • I ., ' ..,‘ : r - L77 111%,/ i§A- i 014.rf: i F L AG , . : : c5 E 1 ! I 11 I :, _ ::1' C6 , :1.` i L 1""C7' 71 ".7..7 -42 x21 x6 !.. , N=7033526.66 ‘);-: •-,,. ,,-1 . I 1-42 -4 x45 ' WYE ..... i CREPf TY F. is ■'.1 TR ...NE _ r -- e ..„--- _ - - _:,....,,....._ sofr .,,,,,,. _ _.. .. 1 ri"..__,,,,,,, ,„;,... ! E-2426808.45 R.O.W. --\- . - . :: .01 ... . - . '. ; 36" I fr , ,- ,;., c 4_ 0N rouTH T 36 u T- N o E pRop i .) - N _ 1, .__ 1 1 ,/ : ,..." ;; : : 111 ' !, L_.1 ,. , i i , -'-,: /III ' :-,," :, : 1 ..„-,--t-rm. N=703353436 9 .„ - ; .- - _ Verizon , `---' i ; E=2426948.0 e 1 11 , STA 1+48.98, 11.28' LT ! : 1 rj.; i 1 li f . :1 1 I ! e. -, .1 STA 2+54.85, 12.00' RT 1 ' ......!, . 2x3 handilole A 0+08.92 1 L 4 1, ii sT ,A; ; 2 ? CONSTRUCT : ' ` ;• ....„ 1 1 i • ! i o : - ,:ll',- , PA CONSTRUCT -'AK 1-10 RECESSED CURB INLET `.103, fi 1 - 10 CURS INLET 5 . T01=511.54 1 i fy 1 : i; 11 It i 1 T01=512.28 : 01 ,, i . tr d 11 f = -42X42 BEND .X45 Will'E',R rt.N":" 0 20' 40' N=7033481.65 .: 1 :1 1 N=7033515.32 i E=2426802.03 , L ., : I ;! , .• ,.!', 21 i E=2426941.99 1 , 1 CI : 1 ; : SCALE IN FEET E=2426729.48 '1 ; A , f --1 1 I- . 1 \ , f 1 - ei:- •• - _ ---- •----- '\-- 4 1 \ 1 :: :: , . Ce .. L. :I 3 l ' 1 ' k tm. ''',,::, 1 en 1 i LL.1 \ -- STA 2+54.84, 12.00' LT : ';' " 1 ___ \ ,..,„,,,, . ., ri '1. 8 CONSTRUCT ' iz., - - 1- , • f 5::' ''-".-",.. :f f . ,..,:s'-'; 11111,1 + '''' 1- 1-10' CURB INLET r TOI=512.28 1 ; , 9i i....y: . , ill ; 41 1 L. 111 ,. .: ,- -i -i J.,. fi„ ill -..--! I . C l 1 Li --1 4 , ,, 2 `.::',--...,,,':±2.-.........._,: : I-1-i Z ! ! I - N=7033482.41 STA 7+8565 9846 T 1 iLi i .1 --- _ : i . I 1., .' R ;...,,,,,, - 551 - 51:::::4 1-- ; - 1:5::: r ...,`:t i !I 1 ' :::' . f I-- (....) 1 i 1 r -- ---- -- - 3 Lf,.*:: E=2426753.46 BETHEL RD 1.1J Z . CC : . -..; 5 1 REMOVE EX "Y INLET - :: • ' ..---` 111. : pH STA 18+23.41, 98.31' RT ''''':' ' ''''.1" ''.-' ' 1 1 1! CC. ' 1 BETHEL RD . W Op > 1.1.3 1 I 1 „..___ 1 D -'----, i I INSTALL 1-10' CURB INLET 1 1 4/1- REMOVE EX TEMPORARY VI 0 ; 1 1 ... 03 . 1 ; CONNECT EX 21" LATERAL L.. --j.' '''' : t! GRATE INLET .1 LL.1 L-1-- --...t:alt !,. ; i: _tit L ''' ':: . ':::: 1 _-1 MO I , TOI=512.24 . " - r , r T .--- INSTALL 1-10' CURB INLET I-- Z Cl , ■ k 1'. ----..-- rti - 0_ , t ,..? - ,,,,m IliFF FF.I•k:i.: . FL=505.62 ,11ti: - 'I 1 CONNECT EX 21" LATERAL j CC , N=7033434.66 ..."4 III Q. T01=512.24 111r1 1 I I E=2426941.25 eL -I =I - FL=506.69 ! I c. .A < :;,-.4-..,1: - -.. ":.-1-.:',.. 0,1 . ,4 (-I 1 .- N=7033435.07 ? I 11: I ( ei 1 , I I I E 2426977 25 ' ' ° L.! 0 Ix i ado r:','-:(0, . . • ; L...1 li" I LI . 1 1 it i II i-.....4:4...,__i.,-77..,.... 1 • , I: 1 .--, 1 i il ----,' 'IN . ._ et Cl. 1 ._ I td t -_;., 41.5,..-- ,_ i 0 c_.) . 11 11 , i 5 (_,) D CC I , 4. ,,, ,...„,1 l 1 . ct 0 . 1 . 4 1 1 Z !- I 1 :::-..„: t e l i t 1 1 1 1 -----7 . L.--• I 1 V) V) 1 1: a. 1 , : . . , . -i:': , ; I11 ,..,. . ...-,- . ,%....rff -- ....- 0 < 1 ! I -J 1 4*4i r-1 • : 1-- MATCH LINE STA 4+00 SCALE: W HORZ:1"=20 0 z SEE SHEET 59 VERT:1"=4' ......._ 520 _ 520 ' : ■1 : I I I I I : , I I ! woo *46.5 g. _i . 0 . , .i_. -. ,,,q 7 1 i L. -; -. • VI-- ! 1 [ - I ,;_t ',..?1-- ".. l j - I - -- - -1- - ; ' Ocii aloko ittg : - - - 1 . t i --- y -- ... - + 0.6,0 i i I 1 ;. ! : 5 I 1 ric 0,,,, '; 1 •• 1 i " - 1 - "" --- 7 ! 0 ,4 eip ruu : i ' - t „„_._ ---.1 • 1,---- - . ! . . .--1--- 1 T P u 1' arco '..11..$8 t ,7,7, ', : _l i.. ; -1-• r ; EXINGJ GROUND II: 5 lif- : _ ' I I__ L 1 4 ' I 1.-- ; ' + - - 4 515 PRO GROUND . 1: . ... I .!. -+- -- t - 1 , 1 „, ... 1 11! 1 . , ° .., 5 it: J„ , .i tt --54 . : - fl -1- '. F r I 1 515 F'• t I T t . - T c-t--- 1 I i 1 1 : r ; +al) a..Itt 1 . 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I ___L ..t._ _1_1 1 -F ? .4ASS:01---RCP 0 4 - 0:93XT"" ' ! --1 -1-1 'c - dViiiiii _ PrPo4e- 1 -- -- -4 i 4._ .. ... _i_ 11 I.. 1 _1,.. : ... • 505 .c 0 ' ... . . . . 1 I ...,-. .____;. ---- 0.s 505 ! 1 .... , ....I . [ i I ! -I --4--- . ; 1' , , : : - f ! LF 42 ' el-AtS III LRCP 9 1 13X f i • . -I -- 7 a c ! I 1 : 1 ; ; L "- 5 - f - 1 - - "1 -- -- 1 i i.. I i , 1 i 1 , , . , : -i--- 1- -- i i I i 1 5 ,. : 4 --- .4-- - 1-. , „ , ,. -I --I - , Th --Irk - ', -',..-- t - I I ; 1 •• ; I 0 /00 'z.+8 LI . ; I. .___i - :. t : i, I - 4----t----1-----F--±----t i - --- ------ - 500 . E'•=t: 0 ...; ; „, 1 ....1 cop_INsta- -z{ --; - • ; :. + - 4 -- : ; t "1 7 i T...-. - ",an;,;a8:94 i - 1 . , ; ! i._ ,i, 0 ez f___ _ 1_ ;... .„,_ . .. : I ! I akc 500 1 / I I 11. 1 - , 1 - { - t 1 i - - o-ruu.1 - i , ; i 1 , dZ ,..„1 . / . . ! f - .1.- 101: ' -4- i t - - '' --- - 1• --- ••• • • - i '' ‘-0.4...4.: L__4___ t_____4_......,--,042-. ANS I : -1 ---1--- ± TT t t -- i - r - 71 1, , • "--,,, ... L._ 1 /.. - -4- : n- •*. • - arT14; , - ---. 0 107 , 46.R.T, : I i i . : ,J 1 i I. . _..1 _.1 - T.. ' i i in -H. t 1 !.` ! !-- --"-- 1 I Ea_.'. i _9sAP__7106.9f. LT , 1---------,t, 1 i „.2 ,..: t 1 ■.• 4k78 ! , •■••••: 1 -t- i ir) ..._ , -__ da.-FIAL : .---- ,----- . i 495 _ __;.. 1 -4 .-± t ; . 4,.• 6. :fs: - T L X - 11' - ' S6 "i+A , .. ! b 1 : 18 . _- . , 1 _ . A i - 1 : ,. ,7 _Ii ! 1 Ha 0 A21 . I, _ ...„,.. ......., _......_.....____ 495 ' i '1 1 ha tr) 11- -I , , „c u - $ ii, 0 th , c., - ---- _4____ Ix in 0 .,...::. : 4: i...,( if " . r.:,., . -, -±- '-.."'" 0 1 : cs i , ... ii 1 I i ' (4 0 1 , ! i , 0 N z ,c.,...' : 1 o , t , r - . - I . 1 - -+ 1. '' - i7,•; 2 7 2 - 2 3- - 1 I.. f-.4 -i„,-. I - - I - - "7 -1 ," ---- 1 - '7- 7, • 1 SD-4 . ,------- . , 11',1 1 ; - ti I 1 , .0. .4. C.4 ,V. 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I IX. 1‘,351t "I ' 1 1 STA 0+88.37, 13.64' LT CONSTRUCT ,:., 5.1 1 ; 4, , ; • In 4 l - ' ' 0 4: :. ! -- . ! i 0 -, 4 '-' f ' . :4. 1 ., , - ' ' 4 f. .....r. i .,-„ 1 1 T' 1 T 1 ' . 21t. I '3 E 3 - ' - ,233; I i I I \ 1-5' RECESSED CURB INLET T ; : < , , „,..., , SA 1+80.56 I 1...i I I , i ,C. '''-- 1 1.= t - 1 56-1 !,„ • . cs, , i . • I : ---1- TOI=510. / 4 -•,' I 0 'E. o - 2 4i1r ---2 - STA 0+11.34 • --,-,, CONSTRUCT IA i I N=7033538.27 •.• - 1 i Et 1 e...: .,_:.• :•.r., ,. 6-• , A t STA 3+16.05 1 S e CONNECT , , ., E =2426259.38 1-36x21x60* WYE , • i -} , CONSTRUCT r7:44.;: i Y n wx, „........• ‘ ...... 1 . - - I 36' - •,..1. • I I ' ill! I 1. . 'N=7033525.70 I -.1 1111 -5' SQUARE SDMH .. ••::, : .. -IA 10'X6' BOX CULVERT 51 .;.;'. 1 51 .5 : i i , 4 -- i E=2426351.72 •.. ......./ , . I ILI ; I . ..: RIM=511.13 =! N=7033531 .92 , :1" ill, . .- \ ::e4PE-Ar .., ,•.: : 4: . ., 0 7, .... -- - , . I ■ 'I ; 1 ..... .,. ! : I 1 ..s.E. .• • . '' n 1* 11 ',`.= ! , • .., , , '''' . i 41r/ : o_ L. .1 PULLS / ' • = " - ' (1,;.,- N=7033527.28 E=242618580 7 0 20' 40 :4 \ : \ . -- - •- i 4' E=2426487.21 i = •,' in ),... :3: - N._ ....„ , 1/./1/ 1 /1 WeR/5.15' * - 14/554 1 55 - ...• - .5,-, .... .... ...... -- ' - - .... • .- SCALE IN FEET '3.. IT • ! ' I .., „„. ''. - "It', .l. ...' ..'' i••••; sx;f4x 0 _.. • I - 44--....., • • ,.•• • 5 7513•55.1. ,..._, ,-4..,', -,-, .'•-.a3" 1 - I „ , F: 55.s5/4 .3, 3' - LA T A8 --- - +'''•'-:, - "T E t - -- - ---• - _ _ .. - ..--- . ■ „ MO ,; . .7.7" .. - / vs VE \ -/ - _3 ..,,•:; 73 41.4:4; t! ': -4,_L ' I. ---- '----. - - . - - - '''---- - - V‘'. . - 2+00 ___,., _ _ - tt - ef1 - 175. • i - ;!..,:,, + ;.-." ir •.? r-.; q , -, , . ! --, _ _ _ iwil 81. 1 I-EL:OAD ,_• 5,5 k:•1 : I _ _ , [ \\ 5 \ : 5 55•• ; •55. . \‘`• , -- LT A9 .. -_._ , : 11 , \ ---'--- 's -.e. STA 3+51 - .10 II 'x - - •!--, , -- T A7 : ilm-, I,' c-..?.. 1 -f- - '.•:•:.. I :..... ::: !I• •• ,,'' 1 ' - -=,--`, ' 's - - ::- 'L I' - -^-- -. SS 12' . S I \ . ,., - .•;'.' 3 V..• . N=7033524.07 i a i -- - .. ..... L.,, • .. N-7033492.24 1111 Toil g ------ im me mi am m • Mr - v , , - Cliiiiiiiiiiiini i= 571 1' ' MN mo sok ...,/ .m11 ■1 me ow ,, ..._ - ,1•3 5" '. ILI N 1 1 -36"x36"x45' BEND STA 0+39.84 ,_, t: . . _ MN . mu II= 11111111 11.1111111 are am rakeep. eemr 1 4' _ A , _ _ . - ROW . . . CONSTRUCT .... ._.. , - , .. r, 5 -- - 1 '' :1,;14.1. Iir : E=2426204.89 1 -36"x21"x60* WYE R. O. W. ... ' , r , - .""T - '4 STA 3+75.35, 42.00' LT t a , , --:-....„ - 1 /1/ , ' c'''' ,: '''", I .30" STA 1+93 89 23 10' RT . T -, t i 1 Verizon HH ‘ -,,, ,- , CONSTRUCT Verizon . , ',), ,,,,,,- ,..5= 7 4 '" E=2428211,02 , CONS I TRUCT i i , ; 11-15' CURB INLET ' : e-'-' >K,,./ / 31 ' . I - : ' - T • 1O . $ S E ' D ' CURB INLET i I I: i 1 1 1 i z.-- 1-, f ‘ ''''',•,',,..111. -.I iT01=511.91 2x3 PRO -1 I- , :•2!.:.>‘,„ I_ /•= ' .'Y T B , ,Ii ' '. N=7033502.76 ,I I (..., 1 i I STA 3+73.76, 16.00' RT my , ' 0 1 ••„..= r; N=7033469.32 ; ,/,./7/ ., 4 .Jr....CE I A R K : 1 i >. I- Z %I tf E=2426365.33 • i ; ! I CONSTRUCT handhole 1 w /:0-•/ /CHISEL1) ( .:' , 01.A. . CUri ...11 ' i I t --- ' ...,,.. ._ / TF An '' '', 1 ' , • igi (- 3; 3. 1 i 1-15 CURB INLET . . c-) V I \ -0 1 I , 1^- /,:'/" / OP O HE V L , 1 II 1 t.t i '0 i i I 1 TOI=511.91 - ,''' :. I i 1.1.1 < L.L1 - t, c 7 i .. '0.,"1 ,'. i''''! N=7033469.10 . 1 A LAT A5 1 01 1 ; > ,../.;,,,; / STA 0+49.86. 17.36' RT .....L. J e , t ! E= 2426473.03 I id Ir, , • 4 :.-. 4- 1 4 /3 CAUTIONW W i /•-•„/ CONSTRUCT ' i . . 1 I Z ///7 , ....,Th _„.., '1 7-- i i'.:,' EXSTING GAS MAIN IN AREA ,,.., 0 X 1.,..„1 ct . ../ .1 10' RECESSED CURB INLET ,..-4;- „.,, . , = . I w -,,,, 4%/../ T01..509.95 i 1 , tA t T CONTACT UTILITY 48 HOURS I .G... .7.1 - / / 1 / „ tn :.) , i i < o // - pRloR AT ,/,/,. . ; ! , - ■ , • ; _2 •• E=2426221.24 1 I i 1 i • , I a 1. 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X0405•63 X00.151 -T .E 25.74 I x00.]51.1 0373 7 5.375 C1306-379 T24130 -261 013151-2675 1/,95 170 •� [4 0 -1559 x0 403.242.295 •1293 t7e/ 4.- 188211232,2 :11 i x0 [ x00.374 )). TS9 x00398- 0 ]r 21X0 4Ex 794'2. `x001701725 M C 75 _ 4¢8 ceL Exc. SO. I„-t.845 1 X C4 W .1 ,1 721.1747 .'9.4 err.- C4 1 1_ 04 .8 9 x05,91 -IM 11��,,� -01 1 U .17�9®1� 1 • 4r 2�9 [ 11 1e39� 2 1711 �-• N.r299 4X0 x195 .•2219• ' [1340-225 M .11 47T 4 1.H 6' 1 M12 l ( 00.51 154 ti 1 Exch.5647 WC:4620 W.0.3PFAOSJ X05.125,-13„ X00.5 awns 1 xd1.i35 ns C4.091-1554 1 0) 00.1551-10111 12 1 - 124 O 1 [ .0 1 ';." 9 6 - tars I !- �m •166 1661.- " E 1 sk r1 • d C 1 I i1 16 9 X10 124 -24 • N •363423 2411.16 5 1 ��,,/19ee X 0 .2.,„„. ..... 1 x Mir, IrtR ;OQ74.71 111.9973.1.72 00 Il74 9 A 9 1 99 214 p 11./ 0,90 i� x0.178 -224 1 T2, 9� 7/ z 3 m I 8 r SCALE: rIsir 7-iRh 1 V/2 1 .- W 916 eM Btu. $ /191.0RV .•9157822319 0 2411. MM @ ~ 29200.732 7732 I to vassal. wow „ i id lr. 0 TX /gItT1(ENTML EMIR I •T991515 no - DHOW 1 � i 2100.111 IMO Ern 1/ Ern BOUT/ - [OPVE L 4x0 189.24 C1.2441-11125 2 1 6 a 011E prep lr 4628 LEWISVILLE.SQJTM RAT ea 01.3•70 7D.rev 12/5/2011 12:56:46 PM -- j i s , F - . 1 T" -- 'we: III1IliI11 I I P2 I N ce L 1 a I ' RESTAURANT ' O ,. I I S 2 N 4n) , I U 1.:: I , .. ERVIC: I - ( r z ' I 8 1 I i 1 ` _ _ I — — :re rs�r�a v _ —. � • .._. , _..._. it . — � 1 $ - � L T A ' , : 1 � h F i. / S6 i ERVI1 .,' SE: • I. ERVIC I BLK -OI ' I i $� ° �S i I .. . " 1 6ERVI C § C ERvi • - • • ERVIC O2.6— / Si F' t- f 4 • F , . � . ♦ KLyL• I BLX-0 • , BLK -DI I �C :$L�1i ' 1 I f w d • E P g I 2 Ili 5 � � IA , BLK -0. I ,a1 • O�g ° gm I LL 8a w I 'r f7CTAll8EiW6 � - ----- __ • : 1 ; 6 . 1 C• I I °' • s � l 3 a W�� L --11 E T I u 4g 2 P Ss � __� ' `71�_i£i'!♦I —+` I I . 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BLKP • BLKF RLK-F ° -. ° ' ' 1 • 0 (.•..) rrl 1 BLK F .ai •,....a_ .. �.. .�_ i u .a a- -- — - - — - - Fes•) I - a'. „,. ii r sP,yxr. : e,•a.r.rsre,a.... :Z7 Ifi .,7 ^lid .• 'ice '•"£i• Ti +Ti•si.s li. •>�3i� L . _ -: 4 1 — •. 5 � ? r_. • ;e i r i c o j tOS , - f . - - _.•• M -. Cn 0 I L a � I , . �� o '`--+ I s 'LT-2 PH �� :• o I E XISTING BUII;DINGS 1 „ ^ , _ _ J j U U ‘IN- / 11S - : .. : _ a, .♦. �, .� . .�. (NOTSCpLE, �_1 I d , • PH' PH' /PH' / PH /PH' /PH' / PH' /PH' / PH' /PH' /PH PH � ' I I 11111 I I I I ! ___ Z I NIEL — --- — �— — _ -- - � - W. _ _ — - - �:� / i► — — — - O REVISIONS •• - --^ k• O DATE "SOUTH COPPELL ROAD `•1 ie CONCEPTUAL SITE PLAN O. Q O SCALE 1' = 50' SI d .O.M ERCH: 5647- Lexisville, xC:4620- Coppell O L1 . 12X38 Quazits Drop Hand Holes PC11182509Vrierizan 10971686 Parking Calculations: LL H ati0n5: 17X30 Qua Nain a Hand Holes PG17302'.578V3 Venzon 1011018948 Proposed Units & Area Parking Total Provided Provided Taal 05 n La Use Requirement Required On -sire On- street Provided The 40 parking spaces on Burnet Street were not used m the calculations, as these maybe used NOTE, 0a1e. 03 - - 201 1 0 = 24x36 Qua ire Main Junctions Hand Holes Patio Home 44 units 2.5 spaces: 110 88 56 144 for other businesses within the H District in meeting their parking requirements. ) TREE WELL ARE 5'X9' Unit (2 unit) 2.) ALL PARKING SPACES ARE 9' X 18' t Scale •••• - 2” Rolled 0 P5 Btr..e crosainv. Pad sites, Cl-C4 may develop as a restaurant. If so, pad sites C5 & C6 will be used for to d E.4. Stain Rut Retail 20,500 sq. ft. 1 space: 200 104 64 40 104 parking. Drawn • 1 5 " Roll sq. ft. Z •••• • Proposed Pinar Drops /[no Tails to Units Professional 48,460 sq. ft. 1 space: 300 162 76 (58 + 2 86 162 Some of the properties may develop as medical offices. This was not included in the above w Job Office sq. ft. per pad w ul with calcations. j S alley access) Restaurant 20,000 sq. ft. 1 space; 100 200 80 200 280 The parking figures are subject to change based on the exact square footage and type of proposed Sneer Number 54. ft. use. The calculations have only been provided to demonstrate parking adequacy for the entire N Total: - -- - -- 576 308 382 690 conceptual plan. A-OOl SHEET( j