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Tax 2011B-PT120925 .:',1:!1;4-,1 t�t e gi E � � tit zU i'J i' � �1pr s #' Err I �. ,i o- f .; �� . _;?,�'�,�#�:�;t�sl=��€i � r s��, ��' ��i'�� '_...!' CC: Applicant T " E • ` ' T Y • o f Page 1 of 4 Public Works COFFELL Permit File Orig. to Project File *, F= �? >k D ^f _4 DD � .xA8 . D RIGHT-OF-WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: July 24, 2012 Applicant's Job # /Work Order # Conflg Number: 1907595 PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreement) License Agreement Approved (date) / / Certificated Telecom Provider? Y N ❑ Plans provided and approved (Erosion Control/safety fences must be installed prior to beginning work) Project Name/ Location: VANBEBBER DRIVE ii34l ofi General Contractor: K":4-A/ Er (Erie k if?Z-�j�q- C tact# /7 -2 VO 7 Permit issued to Company / Representative: ATMOS ENERGY/GARY WOOLSEY Address: 5420 LBJ FREEWAY. SUITE 1800. DALLAS.TX.75240 Telephone#: 214.206.2717 Emergency Telephone #: MARTY KIRBY(469)261.2142 Utility Company Represented: TXU Electric Delivery Co. © Atmos Energy (formerly TXU Gas) ❑Verizon ❑SBC ❑ComCast Cable ❑AT&T Local Services ❑GrandeCom (formerly CoServ) ❑CoSery Electric/Gas ❑Other > If "Other" is checked, please note that franchise or right-of-way use agreements will be required and need Council approval prior to beginning work. Permit cannot be approved until that time. General Description of Work (provide four[4]sets of plans): RELOCATE ATMOS'DISTRIBUTION MAIN THAT IS AFFECTED BY THE CITY OF COPPELL'S IMPROVEMENTS ALONG VANBEBBER DRIVE FROM DENTON TAP ROAD TO HEARTZ ROAD. I I I Estimated Start Date AUGUST 15,2012 Estimated Completion Date* OCTOBER 15, 2012 I 1 1 * Completion requires submittal of Completion Verification Notice (see ease 41 > Was contact made with City and/or utility companies to locate existing utilities? if NO, Reason: YES NO❑ > Is removal of existing streets, alleys, or sidewalks necessary? YES J NO❑ if YES, must have City inspection prior to concrete replacement **BECAUSE STREET AND SIDEWALKS ARE BEING REPLACED-TEMPORARY Rev. 6/06 REPAIRS WILL BE MADE IF REMOVAL IS NECESSARY. Right-of-Way Use Permit Application Page 2 of 4 Revised 06/03 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)xand barricading according to the Texas Manual on Uniform Traffic Control Devices. r. '� tl 1 €,+:�t t'!j1--#i.i2 ti s r t,( pct � '. �Eifir rH� 1#r P: >?`�6 �•. 77)zit �':i3Art`r {; a�!t] S� ;^§ .,3 x, $ ,..s .• l°°�r� �It.rtu.°e. r ° -.=.° ° � ° r 't ea°1€nfir. .� °� �+ �° )°€ ii iE 3 '€°! `, ,x, F 1d8,'3 .f Y' k s j ( ;.f ( #�t 3t a9il °+,s� ) #1 fit �� U t r )°i ,.t=i 2€°°1S, 4 r x ry x t` t= ' D Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department @ 972-304-3600 Fire Department a 972-304-3500 Street Department a 972-462-5150 Engineering Department a 972-304-3679 D 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 •rints showin- •ro• •sed work. lt€t{ Sht 3S tl r• ': t nx g'n (Applic' with on ;orif attires needs to be submitted to the Engineering Department before approval.) Olt r/ GARY WOOLSEY igna of ility Company Representative Printed Name Date Deg rii /y)tiLH,-)s 7/06//z--- Signature of Contractor Representative Printed Name Date /'41' /''I 44-1J1A 4/23772 Signature of City Representative Printed Name J Date ➢ Comments: d g Y - S76:- 70 I. ➢ NOTE: Notify City Inspector at 972-304-3679 prior to beginning work and prior to backfill for concrete, french, ditch and open pit inspections. (Backfill•ill 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. VANBEBBER DRIVE DENTON TAP ROAD TO HEARTZ ROAD DISTRIBUTION GAS MAIN RELOCATION KEYMAP LEGEND I ' I 'I_� - , V . EXISTING ATMOS GAS NOTE: ,J � �' '� CAUTION ! PROPOSED AND EXISTING PIPELINES, 1 , we o/ TO BE ABANDONED ATMOS ALL UNDERGROUND OBSTRUCTIONS OBSTRUCTIONS TO BE STAKED PRIOR ■..-iL QI RIGHT-OF-WAY (R.O.W.) -- MAY NOT BE LOCATED. TO CONSTRUCTION N PROPOSED ATMOS POLY GAS 4l I i . TEM QNTY DESCRIPTION w 1O 7 TEE BF 2' PE 2406 NOTE: NOTE: 0 3 TEE BF 4' PE 2406 ABANDON APPROX.1,120 L.F OF INSTALL APPROX.1,140 L.F OF }-' 7 2"POLY PIPE. 2"POLY PIPE. -, 0 4 CAP BF 2" PE 2406 Z SA,N �/ LAKE R� © ® 2 CAP BF 4" PE 2406 Q' �r SO 3 ELL BF 2" 90° PE 2406 Z T � . r © 2 ELL BF 4" 45° PE 2406 NOTE: NOTE: ABANDON APPROX.110 L.F OF INSTALL APPROX.105 L.F OF I ' 0 2 ELL BF 4" 90° PE 2406 4"POLY PIPE. 4"POLY PIPE ' I � ` ® 1 4" X 2" REDUCER PE 2406 9O 3 2" ELECTROFUSION COUPLING PE 2406 E10 2 4" ELECTROFUSION COUPLING PE 2406 i 4 E- -I /000, ' BELL LINE ROAD GENERAL NOTES 1. Construct In Accordance With CFR Title 49, Part 192 4 And Company's General Specifications And Procedures. m 2. Minimum Clearance Requirement of 2 Feet From Any ' p Underground Utilities. � - PROJECT 3. Minimum Cover Requirement To Top Of Pipe: 4 Feet. 16�..-r�. LOC/�li/1 N TIO .+ UNLESS SHOWN OTHERWISE I V 4. Contractor To Repair Sidewalk And Pave As Re q uired a B Y Cit y Ordinance. J i o�\ iiis 5. Restoration Per City Of Coppell Re q uirements. o o N N O a THIS DRANANG IS THE PROPERTY OF TRITER TECHNOLOGIES,INC., AFE 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 c' n DALLAS.T%AND IS NOT TO BE REPRODUCED aR USED FOF2 ANY OTHER 'I n PROJECT OR PURPOSE OTHER THAN THAT FOR NMICH IT IS INTENDED. TTT NO.'. 12187 VANBEBBER DRIVE SCALE NONE m °w ATRITEX TECHNOLOGIES,INC. DRAWING NUMBER. n 5999 ALPHA ROAD.SUITE 215 o A ISSUED FOR RENEW DC 07/24/12 YW DALLAS.TExnS7524o /�� RELOCATION PLANS FORATMOS DISTRIBUTION COVER a REV. DCSCRP1)OI BY DAZE tkiKD -APP.!) REV. DESCRIPIIION BY DALE pith APPb (972)299-2595 energy COVER SHEET SHT. 1 OF 6 _, TX ENO.REG.9:F-004408 IT " THE PURPOSE OF THIS 3RAWI \ G IS TO RELOCATE ATvOS PIPELI\ES 0\LY. " I: STA. 12+79.36, 17.00'LT. STA. t2+59.86, 44.89' LT. I CURB RETURN MATCH ELEV.=510.03 I TC=510.07 1i E=243184098 Lj I E=2431206.85 CONSTRUC I STA. 9+82.51, 42.80' LT. U -- TOP=509.F CURB RETURN STA, 10+85.00, 17.00' LT RECONNEC TC ELEV.=510.17 CONSTRUCT STD. 10' CURB INLET /9 STA, tL+57.36 I TO EXIST N=7037023.89 TOP=51000. FL=502.80 INT. ALLEY CL SEE SHEET I N=703702 I RECONNECT 17J LF 18" RCP 0 5.9% N=7037005.27 15 FOR AILEV' VANBEBBER STA. 12+67 E=2430908.69 E=2431185,01 'l E=243124: TO EXISTING 18" RCP, FL=501.75+/- DETAIL I I T.O.P. 506.00' t -STA. 10+0750, 17.00 LT. INSTALL 1-18" 45'BEND ' LT FROM CL 22.00' STA CURB RETURN N=7037007.19 I T 70315030039 E=2431013.24 VANBEBBER STA. 12+33 I RT FROM R.O.W. 3.00' ERE STA. 10+15,00,LT. & T.O.P. 506.50' 0.41 IN 17GH LT. &RT. Sia 9+82.17, 47.81' LT E=2430936.04 HIGH POINT LT FROM CL 22.00' i 1' POLY TEE ,5 TOP MATCH GUTTER ELEV.=509.64 CURBS ONLY STA. 11+78.62, RT FROM R.O.W. 3.00' I •..•__,....0 TYP SlDI N=7037028.85 t 1 TC=510.60 17.00'LT. &RT. N E=243090811 I ` TCG5t0.67T \2" POLY CAP I • I E_] 0 10 20 4Oft. ' STA. 10+24-00 �� 1--).‘, CL HIGH POINT VARIES D ��/�in�� • END TRANSITION FROM LT. SIDE "" --•-- _ I 11 \ DENTON TAP RD 1' TO o.7'-, -" ' z` _ - -��-----.� i APPROXIMATE SCALE J I •'N BEGIN FULL 6" CROWN _ --- -'-- '.., \ N=7036984.90 --;-=L== -- '-;1I. STA. 9+82.17, 16.50' LT. 'A N. E=243095397 - �_ ___ "' T CUTTER PI ELEV.=509.79 ,s - _._ _ - .�. -"'" �9 •_3'44" 13+00 __ --- N=7036997-57 "- E=2430909.86 0 l-- _-- --II�� -- _ ___....---1-- in SEE SHEET 12 O _,,,,----- --_ i LT. SIDE VANBEBBER DRIVE _ -'?�� --'" „ D PR j�i- ATE VARIES -3' - it+o0 - - - - - 23 1n + NOTE: FOR INTERSECTION ° A PA h, 9' TO 0 6 �' DETAIL Q j - - _ -_-_ - n'f �" `°1' U' ALL CALLOUTS, MEASUREMENTS, l t° 9 - mjo + II \_-fit _-_- AND LOCATIONS INDICATED ARE I-- --_-a - D VARIES 3' �( ��'II�' AS ACCURATE AS POSSIBLE, __-.Z 1.4' TO 1.2' f I g+po ___-----"-- o'er - �.- _ • NOTE: BUT WILL NEED TO BE - 8835^ p,r- '- - - -� - R.O.W ' SEE SHEET 6 OF 6 CONFIRMED IN THE FIELD FOR ► qI � �} - --- ----- - -.. _ - , EXACT LOCATION OF GAS LINES. Z a r 1 W y _ ---- STA. 10+8500. 17.00' RT CONSTRUCT FIELD ROUTE TO METER q CONSTRUCT STD. 10' CURB INLET #8 RELOCATE DRIVEWAY b �' / VANBEBBER STA. 12+33 STA, 9+80.40, 16.50' RT. _ TOP=510.00, FL=506.00 POWER SEE SHEET GUTTER PI ELEV.=509.88 �� DRI STRUT INSTALL 14.4 LF 18" RCP 0 31.6% POLE T.O.P. 4' BELOW GRADE N=7036964,63 ; ,A. 10+04.89, SEE SHEET 12 1-18" 45'BEND ,RT FROM CL 28.00' E.2430911.99 • 17.00' LT. RECONNECT TO EXISTING 66" RCP /` / / CURB RETURN RECONNECT 18 LF 18" FL=501 44 4_1 , TC=510.54 10" RCP 66" FL=499.44+/- / N=7036966.29 STA. 10+20.25, 17.00' RT. N=7036973.32 E=2430936.43 CURB RETURN E=2431016.23 IC"51 D.55 ' CURB RETURN STA. 1t+49.14, 17.00' STA. 9+79.91, 40.98' RT. N=7036967.63 STA. 10+73.27, 17.00' RT. CURB RETURN E=2430951.70 STA. 9+79 20, 45.96' RT. CURB RETURN � TC=510.51 MATCH GUTTER ELEV.=509.93 I / ' IC ELEV.=510.41 TC=510.02 - N=7036978.96 N=7036935.18 N=7036940. I 0 N=7036972.29 E=2431080.12 515 TOP Oc WALL RT. BEHIND 510 611NLET _OM. (WITH INTEGRAL SIDEWALK) l(WLIH_INTEGRAL............. - �__ -- _____________.._- SIDEWALK) -- ... ---- K . 21 STA. 12+45.80 TC RT. &LT. 40.00' V.C. STA. 11+99.87 1 512.10 BASE OF WALL '- 511.77 STA. 12+21.74 I STA. 12+56.77 BEHIND INLET STA.ec. 512.50 512.03 =509}86 512.5 SIDEWALK AND 510.- TC RT. o $ °' o> BASE OF WALL ----_ __ ----- -__ IC___ _8_m _-- ° _I;,n______ o °� STA. 12+75.00 0 4.0% 0_-• n u, O J + 'n 1 STA. 13+.1.00 + o > w V w c > I 510.91 r^1• 510 +L.64'/. OOi a .0.94% -0.667. -J _ ut + - =.9zz -� �" -(007 +0.94• "J --- '0 Jr, 511.21 52+09.87 510.•1 510.41 �ea� � . Z L., as o 0, o_ 1 511.33 > • 510.2' o TC LT. o 0 iO '^ `•' SIDE AUC AND ° o S m > o W oo BASE OF WALL -3.8% N > '- 507.5 F_ 0 + w W EXIS71NC-GROO _i - " ---- -- ------ ---- -- - a N O LT. R.O.W. wu < tel TC RT. &LT. 2-GAS ----.--2-GAS ex = -0.08' 2 2-GAS K : 25 'OA8 """"..2 '` 505 40.00' v.C. VANBEBBER STA. 12+33 VANBEBBER STA. 12+67 T.O.P. 506.50' T.O.P. 506.00' LT FROM CL 22.00' LT FROM CL 22.00' RT FROM R.O.W. 3.00' RT FROM R.O.W. 3.00' • 502.5 ------ -- -- ..-•J- - -- - -2" POLY CAP --2" POLY TEE i '51I2 I N O It h' N M OL m a• al'? O O O Q O O� ii a; 71 a1 a 0 Ch a • 500 ■ < P_ F. �� u U o N I -_ - l 0 9+00 10+00 11+00 12+00 13+00 0 THIS DRAWING IS THE PROPERTY OF TRITEX TECHNOLOGIES.INC.. AFE. 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 ,- DALLAS,TX AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER I - PROJECT OR PURPOSE OTHER THAN THAT FOR WHICH IT IS INTENDED. TTT NO.'. 12187 VANBEBBER DRIVE SCALE: APPROX. op °w TRITEX TECHNOLOGIES,INC. ^ DRAWING NUMBER: 5339 ALPHA ROAD,SUITE 215 c o A ISSUED FOR RENEW DC 07/24/12 MW DALLAS,TEXAS 75240 __TMOS RELOCATION PLANS FOR ATMOS DISTRIBUTION 9+00 TO STA. 13+50 N a REV. DESCRIPTION BY DATE CHICO APP'D REV. DESCRIPTION BY DATE CHK'D APP'D (972)233-2538 energy PLAN&PROFILE SHEET SHT. 2 OF 6 J -__- TX ENO.REO.Y:F-004409 _ ,, " THE PURPOSE OF THIS DRAWI \ G IS TO RELOCATE ATIvOS PIPELI\ES ONLY. " ____1 sw 88.10. 4T.31' LT. SEE SHEET 13 T> )5 FOR INTERSECTION I 1 (11E-IN) r.4, :uTTER ELEit.510.45 STA. DETAIL LL1 N LL.,.... )84.38 , CuRB 1 I 02 E I-I 11.88 Ce STA. 15+55.23. 44.89'LT. M.AT7CH037E0LE76V2,7510.85 MATO. ,- STA. 13+92.136. 41.31'LT. 8 i SHINTE"RISEldT3:10N VANBEBBER STA. 17+24 Tc..510.42 2 STA. 14+2115. 38.76'LT. CTCU E.2431479.20 1 FIELD ROUTE NEW 2" POLY TO EXISTING 2" 0 TAIL ' T O P 1 1 L.T T.O.P.07,40665 15 ; 1.80' MATCH GuTTER ELEV..509.'.. '1111 MATCH GUTTER ELEV=510.08 POLY N.7037058.45 W N=7037058.44 E-2431317.78 01 Ibil 1 E.2431346.78 SEE SHEET 15 2" POLY TEE mp ' . 2LT. FROM R.O.W. 2.00' FoR ALLEY DETAIL FIELD ROUTE NEW 2" , 2" POLY 90' EU_ . STA. 13+92.32. 35.24'U. POLY TO EXISTING 2'' VANBEBBER STA. 14+29 'T.O.P. 506.25' I -STA. 15+74.72, 1 2" POLY EF COUPUNG •n r 2 POLY CAP CURB RETuRN POLY CURB RETURN I i , Pm 1 -.20 TC=510.37 'iiiit LT FROM CL 21.68' LT FROM R.O.W. 2.00'. .1 10117N2. 17.00 LT. TC.5ii.35 E.2431593.63 r--11 I i il 0 10 20 4Oft. N=7037052.35 2" POLY TEE . ' N.7037050.20 R.20' 1 „ r.______ ..... c ;IDE .G.-,yP.-1 ,, 1_. E.2431317.78 . E=2431501.08 Iv T 1 r-T 4.M77/AW 4 2" POLY 90* ELL s2" POLY TEE ..-511.08 I ' 2 e .......* 1,, N.71 -- ,_+... __-,,--- E.,2, r n 2" POLY EF COUPUNG c I POLY CAP .703704634 v243I457.25 i ----■•,41"---.31..z•11C=.1.11v7.,s,..... i STA. 13+72.40, 17.00'LT. 11114 _J I. ---:------- - --ff- =,,....--,-...=2.!.._-_--- r- APPROXIMATE SCALE CURB RETURN '"l vir R.20 E..2431.368.54 ,- Awm. ...m...PA- TC=510.12 R=20' W. Ro.W. ___- _,...._.-.-,--- 2-GAS 44444.".2' ------- Z- -N=7037032.43 I I, 1 1 ' H...\8456.55" m -- lw:-_______„,.„_ -_--7,.....„„....,_ .3. TYP- E.2431299.54 , 1 1.-T 00\ _-_---- 1 ___J - ' -- As - --- -----_- _ - sl ---7-.--: --7-4,------ ■ ?L) 1- 34.58•34- ,6+00 .._-_4 - _ ?" N, __ -___ '-'-'+•■•'.-"---.""'”‘"'.. -,,,■..../F-.1:1-*,... -_-_- ... E, 0 ........... .I.• ---- I 15.00 ---------- '.411___ L...,84'57.19" --_---4--- < .. i NOTE: r- 4-1-04t I_----------- - -___- s• ....._ __ --------- LA 0 ALL CALLOUTS, MEASUREMENTS, Z. _i___i _ TA AND LOCATIONS INDICATED ARE tA Natit.,::------ - -- - STA. 13+91.17, 16.50'LT. ------ - __ -_ - -- - --. AS ACCURATE AS POSSIBLE, GUTTER PI ELEV.-509.7.3 -------------- - . BUT WILL NEED TO BE N.7037033.58 __ E.2431318.28 u-20 ., __ VANBE B.BER_DRIVE____ ),ci, VARIES 1 3 ?' ---__----- ----------- __ 0 6' TO 0.06' CONFIRMED IN THE FIELD FOR ___------ ..--------------------Firag . EXACT LOCATION OF GAS LINES. i;... --------------_ STA. 16+00.00. STA. 16+9901 STA 15+51.27 17.00' LT. &RT. INT. EDGEWOOD CL S LP - ------.- - INT. ALLEY Cl HIGH POINT STA. 16+48.48, 17.00' RT. N.7037044.19 CI 0 -- 1." STA. 14+03.62 N-7037031 21 TC.511.50 CURB RETURN CONSTRUCT .E.243162637 T I VARIES-, ,---3' INT. LAKEWOOD CI_ E.2431479.21 TC-511.19 DRIVEWAY N 0.6 M 0.06 N=7037018.24 E E STA 14+60.00. 17.00' LT. N=7037022.81 SEE SHEET 14 2431332.13 CONSTRUCT STD. 10 CURB INLET 05 E.2431577.53 TOP.510 65, FL.503.10 RECONNECT 2.6 LF 18- RCP 0 5.8% CAUTION! TO EXIST 18" RCP, FL=502.95 GAS LINE N.7037040.13 CROSSING E-2431386.80 515 I I I __ TC RT. &LT. TC RT. &LT. s § .- OF WALL LT.=511.56 ( TH INTEGRAL.SIDEWALK) ci 512.5 0 ,I. a _ _______ ____ _ - _ .- ,,, ., 0 k ,........ _._,0:612: -0.657-- -r- - --.. o . -- -- .....„. 1 ,---- - --- --- `■ ■■,..,4 4 510 ______ _ ---- --------______-- _ _________ ___ 4_______ ______ w "... ....- 510.84 w EXISTING GROUND z .:r .; 0 LT. R.O.W. 507.5 v, _______ ........._2„,„9 -2-GAS ....-....anes -..,,,„ I ____ -- 2.0,6 ..........2-GAS--------- 2-uAS -'-----'2 .............. ...........2-1305 2-G.t. w .............. (§ d 7-1311 ---- 2.GAs rr ',...... d 2 Y 2.0,43 ..2-GAS a 505 r- ,.., 0 41 .4". • n. * Y. /- kE '-t! --1 e. -- --ei- ! _ rt.., ... ,.., 4 ...., , -4 7, Ir. ''' n- . iif ■--.) ta A A- („) VI i- s VANBEBBER STA. 14+29 VANBEBBER STA. 17+24 -.., T.O.P. 506.25' 43 502.5 T.O.P. 506.55' ......_ ___ LT FROM CL 21.68' !LT FROM CL 21.80' >: LT FROM R.O.W. 2.00' - - --- ----- - -- . LT FROM R.O.W. 2.00' _., 0, W. 2" POLY TEE rn N .1 ec! o o 2"2" P 0 e 2" POLY CAP 0 fsi .1 co 2" .1 w: A ifi 2 POLY CAP .1 o .n o 2 500 - . - . - 13+00 14+00 15+00 16+00 17+00 3 "J..' --c71 THIS DRAWING IS ME PROPERTY OF TRITEX TECHNOLOGIES,INC, _ _WE: 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 DALLAS.TX AND IS NOT TO BE REPRODUCED OR USED FOR AM'OTHER .- PROJECT OR PURPOSE OTHER THAN THAT FOR WHICH IT IS IN fENDED M NO 12187 a- VANBEBBER DRIVE SCALE: APPROX n DA TRITEX TECHNOLOGIES,INC A DRAWING NUMBER 7, A ISSUED FOR REVIEW DC 07/24/12 MW 5339 ALPHA ROAD,SUITE 215 T N-* IPAOS 2 . DALLAS,TEXAS 75240 RELOCATION PLANS FOR ATMOS DISTRIBUTION STA. 13+50 TO STA. 17+50 c.- REV. DESCRIPTION BY DATE CHK'D APP'D RE Y- DESCRIPTION BY DATE CHK'D APPD (972)299-2536 TX ENO.REG.9:F-004408 energy PLAN&PROFILE SHEET SHT. 3 OF 6 Lii ir. " THE PURPOSE OF THIS DRAWI \ G IS TO RELOCATE ATMOS PIPELI \ES 0\LY. " i ___I , ; Doi > TIE-IN I -----1 I { C 03 > 0 I FIELD ROUTE NEW 2" ■ I 0 VANBEBBER STA. 20+19 STA, 204 STA. 17+75.50, 24.00' LT. J POLY TO EXISTING 2" �� I T.O.P. 506.88' TC51R END VARIABLE HEIGHT RETAINING POLY N.703TC WALL WITH INTEGRAL SIDEWALK - I 1 LT FROM CL 22.11' E=24318 TOP WALL=511,56 LT FROM R.O.W. 2.00' SIOEwAIK:gn.t6 ©941 FOR ALLEY DETAILS 2" POLY TEE N=7037074.81 I 2" POLY 90' ELL W 2" POL E=2431700.46 -1 STA. 18+50.25, 44.89'LT. 1 2" POLY EF COUPLING 2" POLY MATCH ELEV.=510.80 N=7037102.19 STA. 18+69.74, 17.00' L' �j.�{'R 20' 0 10 20 40ft. E=2431773.08 CURB RETURN a=2431934 20 _ C i Tc=511.15 N=7037084.28 • 1i�! -- .------1 , . , %/4--,%%%%%%%4 STA. 17+55.00, 17.00'LT. N=7037076.12 E=2431887,51 R.20• ••' _ CONSTRUCT STD, 10' STA, 18+25.74, 17.00't,7. E=2431794.96 t' 7YP. -;I ,,' <..... 2--�-=2-Gq x lA P� • CORE INLET 3 CURB RETURN ROW -- a 2= W . IN ••°°°�� -- " �` .s r, APPROXIMATE SCALE y ON 703707 N 703707225 3.0 TYP -i- - .�+ zGAS - C��'�-_'�-_ _ - - _- FL=503.69 20A8 °' :a -- 84'44'49' N=7037066.04 ; t +..^ ,. GAS ',,vAS { _ -- - _.-E=2431680.66 v ..--44.41... .... ...... r -- _ �� '�'r"'_ J I 84'44'48" f VANBEBBER DRIVE,_NT_ H190 _. - - '_ D,£ N• CAUTION! Z ----- - I '�+°1tt o NOTE: GAS LINE m t8+.pp -__- _---- I TA m`"_i. �f' ___14° ALL CALLOUTS, MEASUREMENTS, CROSSING 1 _ - -- ---1--- __ _____.. .I --_- __ ------- AND LOCATIONS INDICATED ARE I v _ --- STA AS ACCURATE AS POSSIBLE, CON y TOP BUT WILL NEED TO BE __-_}- - --- STA. 20+50.00, 17.00'RT. REC - R.O.W. CONSTRUCT STD, 10' 18 CONFIRMED IN THE FIELD FOR __-__.--__-.- -----.---- CURB INLET 2 + _____ __------ TOP=511.00, F�=SO7.0O TO EXACT LOCATION OF GAS LINES. o t® -_ - STA. 19+50.00, PLUG EXIST, 18° CONNECTION Nom. STA. 18+46.23 17,00' II, &RT. INSTALL 10.1' 18" RCP E_: [NT. ALLEY CL HIGH POINT CONSTRUCT 0 26.2% N=7037057.12 TC=511.60 DRIVEWAY 1-18° 45'BEND E=2431773.02 SEE SHEET 14 STA. 19+93.65 TIE TO EXISTING 54° RCP STA. 17+55.00, 17.00'RT, STA. 19+52.49, 17.00'RT. INT. 0ESTW000 CL 18' FL=504.36 N=703707007 54"FL=502.86+/- CONSTRUCT STD. to CURB INLET 14 CURB RETURN E=2431919.88 N=7037058.08 TOP=510.50. F1=506.50 TC=511.59 E=2431977.50 INSTALL 10.8 LF 18" RCP 0 29.0% N=7037049.52 1-18" 45'BEND E=2431880.37 STA, 20+21.27, 17.00' RT. RECONNECT TO EXISTING 60" RCP CURB RETURN 18"FL=503.37 TC=511.17 60° FL=501.62+/- N.7037055.56 N=7037032.17 E.2431683.64 E•2431948.68 515 a TOP OF WALL 17..511.56 > BASE OF WALL (WITH INTEGRAL SIDEWALK) 8 o TC RT. &LT. BEHIND INLET TC RT. &LT. "oi iO• 512.5 =510.56 u+ N W ■ STA. 17+75.50 ,,,r - - ,- -rEk{�il. -^^ '(, -614c 16? --�+ o+ Imo. _.°-✓ - - _.._ - -0.60% +0,62% 510 *0.56% SIDEWALK AND S o :.-4: > 0 04.02 EXISTING GROUND > O I '« W O LT. R.O.W, ° "' O L..) - w ` + 507.5 Z _ 2-GAS N "AB N _-_- _ _ - .'243,46"•. 243,48 ...�2'3,48 __--_�- _4,GA° & _V/.' r ....�.4 a 2 d,�-2 f:. I Q W 505 74 Z N 7 J F • u� N + U' r = a E I- V VANBEB• BER STA. 17+24 T.O.P. 506.88' 502.5 LT FROM CL 21.80' w LT FROM R.O.W. 2.00' Ln v ,, t2" POLY TEE o $ gi A :2" POLY CAP N g 500 .- . , u c c c. a O 17+00 3 18+00 19+00 20+00 21+00 o N THIS ORAWINGIS THE PROPERTY OF TRITEX TECHNOLOGIES,INC., WE. 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 DALLAS,TX AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER NI n PROJECT OR PURPOSE OTHER THAN THAT FOR WHICH IT IS INTENDED. ITT NO.: 12187 VANBEBBER DRIVE SCALE APPROX. K TRITEX TECHNOLOGIES,INC. DRAWING NUMBER. N A ISSUED FOR REVIEW DC 07 24 2 MW 5339 ALPHA ROAD,SUITE 215 p / r DALLAS.TEXAS 75240 :TMOS RELOCATION PLANS FOR ATMOS DISTRIBUTION STA. 17+50 TO STA.21+00 .. E.' REV. DESCRIPTION BY DATE CHK'D APP'D REV. DESCRIPTION BY DATE CHK'D APP'D (972)233-2538 energy PLAN&PROFILE SHEET SHT. 4 OF 6•TX ENO.RED.O.F-994409 LL " THE PURPOSE OF THIS DRAWI \ G IS TO RELOCATE ATVOS PIPELI\ES 0\LY. II TIE-IN FIELD ROUTE NEW 4" POLY TO EXISTING 4" 1 • 04 POLY i I ' •SEE SHEET 15 'F VANBEBBER STA. 22+70 I I OR ALLEY DETAILS 4" POLY 90' ELL T.O.P. 4' BELOW GRADE STA. Se LT. 8, , 4" POLY EF COUPLING i LT FROM CL 39.90' MATCH ELEV.=510.80 RT FROM R.O.W. 3.00' N=7037128.09 VANBEBBER STA. 22+65 E=2432066.87 I E 4° PAY TEE T.O.P. 506.88' I 4" POLY CAP LT FROM CL 21.70' STA. 21+20.67. I ! RT FROM R.O.W. 3.00' - 17.00 LT. ( 'I CURBn RETURN I 4 Ii. RELOC� N=7037098.16 ' I 4" X 2 HOLY RLDUCL __ I' TYP. Ali POWER /,0,h, 0 10 20 40ft. E=2432044,92 ; "'i=. �• I 4" POLY 45' ELL 3.0' NP. I 1---_ , - ' ROW 2kTA8T 2- r.''F0 I I:I VANBEBBER STA. 22+70 4/ i.W%��A _J G,p,S T.O.P. 506.88' ,w.=1c� ,o I APPROXIMATE SCALE v ,< 2 GAS '�_=,=��sc. h" LT FROM CL 26.32' — �J�tiG-� I 3 TYP. Ii RT FROM R.O.W. 3.00' 2 .3..'f O -_� _ , � _ ___ ' 4" POLY 45 �VAI��EBBER DRN2+°_ -<- \`7 I I Z — + \\ 84'55'56 tA.0 :r NOTE: p ' —__-__ -\ I NOTE: ALL CALLOUTS, MEASUREMENTS, n) - __ _------ -- - \ SEE SHEET 6 OF 6 AND LOCATIONS INDICATED ARE + — -----' A.``'. I j FOR CROSSING DETAIL AS ACCURATE AS POSSIBLE, o R.O.W STA. 22+47.57, 17.00' RT, R=20' CURB RETURN + ! !' BUT WILL NEED TO BE TC=Stt.58 `) !, CONFIRMED IN THE FIELD FOR l EXACT LOCATION OF GAS LINES. STA. 21+41.19 STA. 2t+90.00, TIE-IN I INT. ALLEY CL 17.00' LT. &RT. -- 'II N=7037083.02 HIGH POINT VANBEBBER STA. 22+62 I E TC.511.87 C 05 E=2432066.85 T.O.P. 4' BELOW GRADE y LT FROM CL 48.22' 31 1 8,1 FIELD ROUTE NEW 4" LT FROM R.O.W. 2.00' Oa,' Ce I I POLY TO EXISTING 4" 4" POLY TEE N• POLY 4" POLY CAP re I 13 �' d 4- POLY EF COUPLING STA 22+67.99. 38.81 R7. =I CURB RETURN I MATCH CUTTER ELEV.=510.74 . N.7037055 50 I I 515 1 TC RT. &LT. $ > TC LT. o " ti :::.5 NQ W r, N LI ttr �M.�•� T r I- .,- -1.15i . 8: Tc RT. EXISTING GROUND °o 0 LT, R.O.W. 507.5 N 2-GAS r�*S ... .. 2-GAS = •■2.GAS ",...'2, A 1 --- ---'--- \2-GA,q:./."1. ----.... _-- "\'2-0As --- ------ —4-- I Z VANBEBBER STA. 22+65 VANBEBBER STA. 22+70 505 J T.O.P. 506.88' I T.O.P. 506.88' = LT FROM CL 21.70' I LT FROM CL 26.32' _ �__ RT FROM R.O.W. 3.00' , -_------ -"---- - RT FROM R.O.W. 3.00' '' a 4" POLY TEE , 4" POLY 45' ELL I 4" X 2" POLY REDUCER 4" POLY 45' ELL 502.5 W c J 0n, m n 6 N VI ,fl VI Z. N Ot P- f C. f < < < 500-- - ---- "UN • 0 21+00 22+00 23+00 ° a THIS DRAWING IS THE PROPERTY OF TRITER TECHNOLOGIES,INC.. : DALLAS,TX AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER AFE 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 'I PROJECTOR PURPOSE OTHER THAN THAT FOR WHICH IT IS INTENDED. TTT NO 12187 SCALE APPROX. m VANBEBBER DRIVE w a DRAWING NUMBER: N TRITER TECHNOLOGIES,INC. TM0� 5338 ALPHA ROAD,SUITE 215 A ISSUED FOR REVIEW DC 07/24/12 MW DALLAS,TEXA378240 ��- RELOCATION PLANS FORATMOS DISTRIBUTION STA.21+00 TO STA.22+90 .. o. REV. DESCRIPTOR BY DATE CHK'D APP REV. DESCRIPTION BY DATE CHK'D MF'D (9.R G.233-2538-0 energy PLAN&PROFILE SHEET SHT. 5 OF 6 J TX ENO.RED.#:F-OOH08 _ Ii " THE PJRPOSE OF THIS DRAWI \ G IS TO RELOCATE ATMOS PIPELI \ES 0\ LY. " 24,91' I,zc�°k _ --"-' 51 2 CL VANBEBBER DR. 510.26 ' . / J 1 511 ALLEY CUTTER STA. 12+50 10° / 5 096 509.76 — — — ti I - -- -- 1.09: - --- -- - - - - - - - - - — — — — — -- - - ,— ) h '-l. � 0 0 5 10 20ft. %/ _ T ' APPROXIMATE SCALE I VANBEBBER STA. 12+67 I T.O.P. 506.00' 508 508 LT FROM CL 22.00' I RT FROM R.O.W. 3.00' FIELD ROUTE TO METER 2" POLY TEE i 1 3.0' MIN CLR VANBEBBER STA. 12+33 NOTE: ! T.O.P. 4' BELOW GRADE ALL CALLOU TS, MEASUREMENTS, 507 ___.__ — — _ ! RT FROM CL 28.00' --- 507 AS DACCCURATTE ASNPIOSSIBLEARE 12" POLY SERVICE BUT WILL NEED TO BE I CONFIRMED IN THE FIELD FOR t I 1 I EXACT LOCATION OF GAS LINES. 506 — ------- —2-�- - - r2•sAS —I-We -2.G,$- - - - -2.G -- -2.GA.5- --2.sA--4--2.G -- - -- - ---2-GAS-1— G -- ------506 I i I 1 505 ' 1 1 -- 505 0~ 25' 22.84' _1...4 o T 513 I 511.57 511.55 I ----------- ------------_-. 513 CL VANBEBBER DR. I --51 I14 STA. 22+50 I - — ----------- 512 2.0% 2 0% 1 2 511 — — — — — _ 1 _ — — 511 510 I 7 I S10 — } 510 I I I 509 I VANBEBBER STA. 22+70. T.O.P. 506.88' n q -- +_____ 509 j LT FROM CL 26.32' 3.0' MIN CLR I ' VANBEBBER STA. 22+62 RT FROM R.O.W. 3.00' T.O.P. 4' BELOW GRADE 508 / 4IPC1YELLT 4" POLY TEE NOTE: LT FROM CL 48.22' PARTS OF THIS CROSSING i :1 : — — -- LT FROM R.O.W. 2.00' I ARE SIDE OFHEAR R507 ��- -GAS —4-GAS 4-GAS 4-GAS 4-GAS —4-GAS 4-GAS 4-GAS —4-GAS —4-GAS 4 —4-GAS j—4-GAS ' 4-GA4 —4-GAS —4-GAS —H-4-GAS —4-GAS 4-GAS--4-GAb —4-GAS L-GASS- 507 i 1 506 _ i I l — 1 i 1 1 1 1 506 2 —20 —10 0 10 20 30 40 a O 0 o THIS DRAWING IS THE PROPERTY OF TRITEX TECHNOLOGIES,INC., AFE: 1907595 ATMOS ENERGY UPDATE DATE:24-Jul-12 cm N DALLAS,TX AND IS NOT TO BE REPRODUCED OR USED FOR ANY OTHER '-I PROJECT OR PURPOSE OTHER THAN THAT FOR WHICH IT IS INTENDED. ITT NO 12187 VANBEBBER DRIVE SCALE: APPROX. H. °w TRITEX TECHNOLOGIES,INC. DRAWING NUMBER: N A ISSUED FOR RENEW DC 07/24/12 5339 ALPHA ROAD,SUITE 215 TMOS o DALLAS,TEXAS 75240 ��Oli RELOCATION PLANS FOR ATMOS DISTRIBUTION CROSSINGS (972)233-2538 energy 0- REV. DESCRIPTION BY DATE CMKb ARM) DESCRIPTION BY DATE CHK'D APP'D TX ENO.REG.•:F-004408 gY PLAN&PROFILE SHEET SHT. 6 OF 6 L