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ST1002-PT110908 A copy of the approved permit must be on the job site at all times. CC: Applicant T" c a i T Y 0 F Page 1 of 4 Public Works iCOPPELL Permit File Rev. 07/2010 �c := Orig. to Project ale .a S : . t 8 APPRD'e il RIGHT -OF -WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval , . , . u t permit application to the Etlineerin Dezt., Town Center, 255 Parkway Blvd. Date of Submittal: 9 - 7 - / / Applicant's Job # / Work Order # PERMCT 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 12 Plans provided and approved (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: a e - 7 A. eel / 2 General Contractor: t. f:Pev,t , }i Z, Contact # 9' c. Permit issued to Company / Representative: Re//-7,v (,;, 40., ,,, Address: .>`S - .s` 5, 7dcc..vCr9Sr- /.J /vi). / .., "-' -7 r /yQ Telephone #: 9 72 °r30., - 'T 93 3 Emergency Telephone #: %,‘,`j - b'. ` - 5R9 Utility Company Represented: ❑ Oncor Electric Delivery 0 Atnios Energy ❑ Verizon 0 SBC/ AT &T (I Tune Warner Cable .. ❑ CoSery Electric /Gas ❑ Other • .. General Description of Work (provide four [4] sets of plans): in accordance with Ord. No. 2001 -944. Pr9c:rAd, /'? // Gf Le .L. !-t ,4i) /ii : //xfj1. tr_Si .;,f ._M,,,.: '''■ =0..e. n t- Lc.! , 7- 0 • / eilR TJ 5 7i) cr TL) Ee- ) 0.e r /) 1,.5. -. ,r %1 i 2e $, 7, V,j, 5 b,i:?' 1 ii i A., c, ) Estimated Start Date 9' - / Z - / 1 Estimated Completion Date* /0 - z — / > * Completion requires submittal of Completion Verification Notice (see page 4) Y Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES, NO Y Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NOE) if YES, must have City inspection prior to concrete replacement Right -of -Way Use Permit Aulication 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. D Any excavation requiring dosing of a street /alley must be reported prior to closing to the following: Police Department Q 972 - 304 -3600 Fire Department 0 972- 304 -3500 Street Department 0 972- 462 -5150 Engineering Department a 972 304 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 4:00 p.m. ONLY unless otherwise approved by City Engineer. D 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.) T' ;II 1 w 1 >t 'a ` 2 Signature Utility Company Representative Printed Name Date sgnature of ntractor Representative Printed Name Date Signature of City Representative Printed Name Date k ,a / � ` Comments; 1 t "�l i C/ Cwt / h. l c - 5 - 7t: Y7701 '• ➢ NOTE: Notify City Inspector at 972-304-3679 prior to beginning work and prior to backfdl 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. ` w 7 ___ u .,. _ , .... _............_ , __._ GENERAL PROJECT NOTES OLD TOWN COPPELL & 1. ALL CONSTRUCTION REGULATIONS OI OF THEP PUBLIC RIGHT—OF—WAY N WHICH THE WORKDOISETO IN BECPERDFORMED WITH THE 2. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS AND MAY NOT BE ALL INCLUSIVE. UTILITY LOCATIONS ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND BETHEL ROAD LOCATION OF EACH PARTICULAR UTILITY. THE CONSTRUCTION CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL LINE LOCATES IN THE FIELD AND THE PROTECTION OF ALL EXISTING FACILITIES WHETHER SHOWN OR NOT. THE CONSTRUCTION CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO ANY EXISTING FACILITY DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE DRAWINGS OR NOT. III1OPP TE A S 3 CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING DEPARTMENTS MUNICIPALITY AND D THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR OR TO TO THE COMMENCEMENT E OF WORK. CALL BEFORE YOU DIG 1 — 800— DIG —TESS VICINITY MAP IT'S THE LAW 000co COZBY , 4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO: A) PREVENT DAMAGE TO PRIVATE AND BRooks PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. DILLARD PROJECT 5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND L OCATION I ( � SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ". TRAFFIC FLOW AND ACCESS Bens SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY UT AND BARRICADED AT NIGHT. 4111 millIS :URNS 6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL DART sa '' � - _ � � BE UNE ASPECTS OF WORK RELATED TO EXCAVATION. r i 7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN cg C" THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT" AND 7.4.5 "QUALITY OF CONCRETE" AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS COTTON pi CONSTRUCTION — 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE. J 8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT COWBOY COWBOY CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT. \IIIA 9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED. +1� gpe 10. ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED DENSITY WILL OF BE QUIIPMENT D U S D USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. THE REOUIRED DENSITY. SAND AND DEBRIS LIFTS REE MATERIAL WILL BE TO k\ USED FOR BACKFILL. PREPARED BY: DFW Telecom, Inc. TIME WARNER C A B L E LJ o W 1 0 HEAD-END Q W u J O I, Z CY J J Q J LU J 11-1 _ RISER POLE = d. 0 PLACE $ N U RISER POLE PLACE O QUAZITE PLACE QUAZITE PLACE PLACE PLACE PLACE VAULT 0 7 •% I HOPE 0 1 -2" HDPE 1 -2" HDPE DESTAL I -2" HDPE LT 1 -2" HDPE PE 2 HDYLL PEDESTAL 1 -2' HDYE PEDESTAL 1 -2" HDPE I -2" HDPE TAL 1 -2" HOPE I -2" HIVE f QUAZIrTE Ell - 0 • ■ 1.1 MN 2 4" HDPE 2-I" HDPE 1" HDPE 2 -4" HDPE 2-1" HDPE a' 2 4" SPLIT 2-4" HDPE 2 4" SPLIT C ��RISERPOLE gETHEL ROAD PLACE _ DUCT EX. CATV BOX PLACE PLACE _ QUAZITE 2-4" HDPE QUAZITE =' DU QUAZITE q VAULT O �� CT VAULT VAULT cu D. J RISER POLF. n RISER POLE p PLACE i = PEDESTAL PLACE QUAZITE 2-4" HDPE VAULT If PLACE PEDESTAL i 1 PLACE _ ' PEDESTAL 1 cu = I, I ^ 1 f PLACE PEDESTAL • 0 Ce J J LL! E.= c d STUB CONDUIT FOR 0 FUTURE CONSTRUCT ION N 2-4" HDPE �_! PLACE / ��� 2-4" HDPE QUAZITE VAULT .."---- RISER POLE SCHEMATIC CONDUIT DIAGRAM NOT TO SCALE PREPARED BY: DEW Telecom, Inc. NOTE U TILITIES, ROW & EASEMENT BOUNDARIES DEPICTED ON PLAN _ _ - _ _ _ _ _ _ _ _ 1 1 I ARE REPRESENTED FROM AVAILABLE RECORDS. NOT BASED ON SURVEY BOUNDARIES AND /OR FIELD EXPOSURES. I 1 k. I 1 1 1 1 I 1 1 I I I I '- 1 1 I W 1 1 I 1 1 ' . Z 1 1 < 1 26 HACKBRY /54' —J p 1 1 CAUTION- 1 1 1 = 1 CONTRACTOR TO LOCATE 1 1 1 ii o 1 1 AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION I ( ( 0 1 I I1,, 1 1 J I I 1 Iz 1 1 I I STA. 3 +82 B UILDING 1 1 CL9+6627'LT PP I< 1 STA. 0+17 I RISE ON NEW POLE ° aPP 1 STA. OHIO 16 1 I R h z CL 6+02 25'LT STA. 2 +8 I 3 C/7 1 CL 3+99 411,T 1 1 1 1 CL 8+66 25'LT Gam. to 0 0 RISE ON POLE ENTER EXISTING n ' i 1 n 1 PLACE QUAZITE UY (TZ PECnN /: • 3915943 CLOSURE p 1 VAULT � ; 1 C4 3661551 G/G ELE ., C d c / I p ( '�s' 4tuLBeRRr /so' I I — Z IN GROUND i / 1 r - r 1 170 DIRECTIONAL r m S■GNS NO GUY W R ., ..— — — — — TRESPASING 4 �� y Pc..Ah /a0I 1 1 - 17.5' I 1 BORE 15 a 170 DIRECIONAL BORE _ \ R — - _ . BOR _ 5 ROW .� � � ti� _ — - — , 41 _ _ _ _ _ _ ..._ - �- - - - - n a ye. — a. _ _ _. r _ '- — �� ._._.. _._ ._._• - °. _ _ - Ir. — � T — 1. -" N POWER ml. ___ _�- _ / \_ -/I / _ _� i - r � ,�_ r 1 - - -' L ; - -- f �� - — - - - - ,�— — _ �r =rte...- _. _ —. _ : �. W. _ W ,l,l,l O _ qq 1 l l l l l l - w W W f f f N f W G% W W W f W-4 W f f ! _- 1,—,..—,—.1, __. �� f f • f _ _ r x >WY f J� _ 1 ',1,1 :1 6 +00 7+00 ern d+00 a h1Y .. --► -- - i // -t - 14 i1� ^ ] -- _ - - - - - 1 _ - - 1 _ - -�- ' V +2 HACKBERRV 2 11 1 1I111�111111 III �11 [, ` J BETHEL ROAD = z MARC --- --- /zs' ' L5 — — — — _- G —. -- s------- • — a ... - _ �' — — o •,�. -- te e— .7_71... HOW -R—' .. HACKBERRV /50' ROW -- (' — --- — - — — — ` — — — � — — — _ — F'QC�A 12 HACKBERRV /50' ( " eK FF — _ _ _ _ — — _... e / . . — I R _ _ — — — , — I+ RBER'RY _ —..�:o- I«eERrr o rh' --- i _ — + Q y— Gf A". ,..".�' — � FOUND — � — 14' HACKBERRV /35' Xfi" , ./1 J -- ` � c �� �� � — — , ,.' 10 HA� BERRY /2 �.F _ _ / 1 / N 3X12 HACKBERRV/ ' 1 — SW - _ I 11 I 1 C /4 WATER AMYL} 1 SEE PROFILE "A" 1a HAA� HA KBER , /.G SHEET 5 1 0 ESTIMATED SHEET TOTALS UNDERGROUND QUANTITY TRENCH & PLACE CONDUIT - IMPROVED 147' TRENCH DETAIL BORE & PLACE CONDUIT 26' DIRECTIONAL BORE 302 NOT TO SCALE BORE & PLACE STEEI. CASING PLACE U -GUARD RISER - TRENCH PLACE 3' X 5 X 4' HANDHOLE GROUND LINE I — 1 PLACE 4' X 4 X 4' MANHOLE 111111E11 =11 =11PII IL . .I LI1 - PLACE QUAZITE VAULT 1 E I = II =1f 11 : J 11= IC =7I PLACE PEDF_STAI. 6= _ 11= . 11 =11 =11 117117'11 11 ..11 R & R CONCRETE PAVEMENT p R & R ASPHALT PAVEMENT n PULL CABLE IN EXISTING CONDUIT PLACE WARNING SIGN INTERIOR QUANTITY BACKFILL TRENCH WARNING TAPE WITH DEBRIS FREE PLACE EMT CONDUIT ev MATERIAL TAMPED PLACF. PLENUM ISNERDU(T CUSHION SAND TO 98% PROCTOR PLACE G.I.P. PLACE CONDUIT(S) *Alp PLACE 4" x 4' x 12" GUTTER BOX AS SPECIFIED �$� PLACE 2 _4" x 24" x 6" JUNCTION BOX - CORE BORE PULI. CABLE IN EXISTING CONDUIT ENGINEERING CHANGE ORDER NORTH HORIZONTAL SCALE OLD TOWN COPPELL & DESCRIPTION APPROVED BY DATE (1) 1 " = 40' VERTICAL SCALE B ROAD TEXAS T I M E WARN E R 1 " = 10' MAPSCO ADDRESS: NO 1 1-D PROJECT CITY, STAT COPPELL, 0 L 0 SHEET JOB NUMBER DRAWN BY: DATE: 1 OF 6 1 1 -036 DFW TELECOM, INC. 09 -06 -2011 U TILITIES. ROW & EASEMEN BO DEPICTED ON PLANS � . f 1 1 i \ \ ARE REPRESENTED FROM AVAILABLE RECORDS. NOT BASED ON o . � LRAPEMYRiL� - SURVEY BOUNDARIES AND /OR FIELD EXPOSURES. 1 ._ iI ` 1 - I 1 I E Lo 1 Z 2 o 1 § --F z p 1 Itl i - CAUTION- 1 / • r., PN` k L____ I CONT TO LOCATE I I % VV o r-- -J _ -- - - - - -- - — - - — - - 1 [ ANDVERIFYALLUTILITI�S / \ 1 1 PRIOR TO CONSTRUCTION 1 I < ' —i t 1 III 1 wo l r 1 �II - r ° A r lir NOM 1 11 , LLJ ; 7 NM two 1 F-' o • STA. 7+15 I i1�R i 1 1 1 #` STA.9 +32 CL 1 CL IS +IS 34 IER 1 O 11 341T E CL E ON POLE O 1 1 ( 1 ° PLACE PEDESTAL 1 RISE ON POLE I { U 1 x STA. 8 +15 STA. 5+48 I { E , 0 1 155' DIRECTIONAL BORE CA 1 STA. 7 +04 \ 0+00 I CL 13 + 97 34'L "t' g CL 11 +3226'LT F z �� a o °AK /e , 1 1 t-1-1 (T7 •) CL I2 +87 29'LT se �\ s [Y7 t PLACE PEDESTAL y a" HACK Rv /zo tri r — ( PLACE PEDESTAL PLACE QUAZITE lr r 1LE \ 5 �. 1' • f Row _ _ STA. 5+40 u D 20. BLDG t , ,. 1 - - CJJ CL I1 +24 26'LT VAULT c - ` ■ I � .T4t40 — = 1 ''` CORD/MILE s 105 1 • CTIONALBORE ) !■• I PLACE QUAZITE CRN►EMYRTL w 1 LRAPEMYRTLES O 1 ' ..• .. f"'��' -_ _. CSJ ril GRAVEL o X18 O O � t3 O { _ _ � -- - - - — - - - - tri VULT 16.2' 20'BORE 1 :iii — r 0-1 — — T � _ —_- .� Ik- • • • • • • • • • • • •—. . i . i. •— sca • :1;1;111 1 1 !: i: i - 4 15+00 _ f - - fi ---` _ _I —�_ tt i ,.. ,, . A� S� ERie. - - -- :�i F -- � -- - - _ - ---1 - i■ I 1 - ASPHAL- 4' BORE —� *PP; • 'iiiieli - -- --'- - - '-� i i i I ' BETHEL ROAD I SIGN Z \ . , iii , iii t ic 11 _ °" - "� ° C. • ° - ° _ 1 4'i i _ i ' _ --- ° O ii B _ P T P r __ _� = H R .. 1 ;t + At - - FAG = =__ zxe w cKe 1 ERRjao' - - —I 14; `G- P.::-71:7:-.:".!:::77:::::::::::-: _ — GRAVEL j x �� �__ - -_ -° —c U CO C RETE SIDEWAL I t - Fowl \ \ ., n , '�' T _ _ R ;, y_ �- ROW - ' 1 r , e MONITOR' G GRAVEL N . ncKeERRV /?o'- q\ SIGN UTILITY GRA 6" ASH /25' , { -] I ���i11 I I � E ASEMENT SSMH J ED t J \� r I wELL . co n Post — — — — - t I / � I 3 O STA. 0+63 / i 1 I r w 1 ■ r P U J° m C 12 +75 31'RT r / / / � LI I I ' ' W ` \ . i'ELM 40 ! ASPHALT PARKING W 1 D O VAULTQ —. 1 1 ". I 1 x O° I I I ( Z 8 "HACKB: /30 I I N I �I I I Q =ti 1 w ESTIMATED SHEET TOTALS ® UNDERGROUND QUANTITY SEE PROFILE "A" CO TRENCII & PLACE CONDUIT - IMPROVED 255 TRENCH DETAIL SHEET 5 BORE & PLACE CONDUIT 125 DIRECTIONAL BORE 1317 NOT TO SCALE BORE & PLACE STEEL. CASING PLACE U -GUARD RISER TRENCH A — I PLACE 3' X 5' X 4' HANDHOLE GROUND LINE 1 I PLACE 4' X 4' X 4' MANHOLE 1 II— II— (I —II— JI (JI11 PLACE OUAZITE VAULT ? 11=11=11=1= = = jam= I. =.11 = (r . la PLACE PEDF_STAI. 11 =11 =11 =11- I =11 = 0 R &R CONCRETE PAVEMENT —I— _ )) =1=1=1-r.:1=1 R & R ASPHALT PAVEMENT o PULL CABLE IN EXISTING CONDUIT PLACE WARNING SIGN INTERIOR QUANTITY } WARNING TAPE BAC TREN PLACE EMT CONDUIT :Y. CUSHION SAND + � ��'y MATERIAL TAM PED PLACE. PLF,NLtM INNF.RDUCT =tea''': TO 98% PROCTOR PLACE G.I.P. PLACE CONDUIT(S) x PLACE 4" x 4" x I2" GUTTER BOX AS SPECIFIED > * - °' C: PLACE x 2 4" x 6" JUNCTION BOX e-'' •P CORE BORE PI ; I.1. CABLE IN EXISTING CONDUIT X(�T ENGINEERING CHANGE ORDER NORTH HORIZONTAL SCALE: OLD TOWN COPPELL lX DESCRIPTION APPROVED BY DATE 1" = 40' 1'ROJEC'I VERTICAL SCALE BETHEL ROAD TIME WARNER N 1 " =10' MAPSCO ADDRESS: NSA 1 t -D CITY, STATE: COPPELL, TEXAS C A B L E SHEET JOB NUMBER DRAWN BY: DATE: 2 OF 6 11 -036 DFW TELECOM, INC. 09 -06 -2011 - NOTE o 1 I I 1, U HACCKBERRY /35 1 1 UTILITIES. ROW & EASEMENT BOUNDARIES DEPICTED ON PLANS s m ( ARE � 1 1 1 RE REPRESENTED FROM AVAILABLE RECORDS. NOT BASED ON m 'p " „ 1 1 SURVEY BOUNDARIES AND /OR FIELD EXPOSURES. J I I ) o Z w cKeERR, /,a II I x -TEt I o I 1 I - CAUTION- � 1 O 2X 18" HACKBERRY /40' 1 W , AND VERIFY ALL II 1 GRAVEL 1 I; 1 PRIOR TO CONSTRUCTION II! N I 1 _ - 1 J I' BUILDING } I I WI 1 I 1 1 t 1 3 I 1 , 1 STA. 14 +84 \0+00 1 BRICK 1 STOCKADE X FENCE 1 1 ~ & BUILDING I CL 20+58 39'LT I I STA. 0+08 IY- BUILDING 1 PLACE QUAZITE VAULT CL 17 +81 45'LT - ( 1 1 __ 1 OVER EXISTING CONDUIT 1 1 1 RISE ON POLE i STA. C 1 8+1?639'lT STA. 13+94 \OHIO 1 Cali' 1 STA. I1 +97 \ (I+(A) ' BUILDING I CL 19+6939'LT w t 11 BUILDING CL 17 +74 39'LT ,- -- ,= o , i VAULT 1 PLACE PEDESTAL V z \ l S _ w B c OAR[ / e' 1 STA. 3\ 0-1-00 +32 V) , 50'+ DIR TIONAL BOR R W 1 e I' eEV , L CL 2 t +32 39`LT ITT BUILDING ta CEDAR ° j m QUAZITE yy PLACE I VAULT F y , 20' BORE la- HA CKBERRY / 30' I ■ ` \ ( © I!� Q PLACE P 16.3' - _ ` u I 1 -`� 2 13+00 I L°111 L-.-0 3 oAK E- _ - _ . � RO \ �1 - � - • 1C+OD T t \ 3 5 BGRE Qa( /ZO tri � 20W' R ' � Jy�! / o E I O -• 1 �'t � - -_ y _ • Re i'0. .. \ � r „s.,, �_�— ���_�__ ` --��' -=-c 1�P GUY v ■ v N J z31 ,IOCR 1 OL- 1' 4. 1 II I___• fail ! i � � d: r t�L - _ _ u �. e v - _ - N r .I / .w 1 �” ~ 1,1,11 s - -~ i sr -�-. .-e --, _ - -- -_ ` 0 \1_ fi L • r TN Na llt �- __ _ ._ _ ` _ _ f ya: • : _ • • • r —� — } r I r., t - - ��r - -__ O r t ( -1_ • _ MAIL POL i. ililil 17+00 0 IIIill 1 L 3 +00 , i:1: �- -�� 30 3 1 9d ' 1 ,1 , 4 4 } - - - +- - --. .. 1 - - - - - T- STA 0+ �/ CL 21 +31 25'LT STA U}I _ il el , ../..4 1 h4 ?� Cl.. 20+ 21 +00 59 20'LT 1 - . 1 1 1 1 1 ° I BETHEL ROAD 1 - — i— RR II _ _ I�i % 11141 e RISE ON POLE + - RISE ON POLE / n 1,1 I I y+IFl e', A � 1 1 1 41 j ONLi2EIL _ _ _ — 11,1, 1 ♦• FL- `. t: 1 1 9 . 4A- -7- -... _. -- -. .__J - - —' - 1i -- � ms -_ �1�� _ i�� wA1 ", t / i _ _ _ �. iP n _S�1U _ .- � �� / � .... � I 1r IGRAVE� �!I \♦ ___ , - '� -- � Y1MPt{ -- -1 I: � p�r -- - __ ___ - - - -o- BAS -+ E1ER RbW � -- 1 T • - �� i m PMVRTL� O OL "-'E - . - - 5 �_ / _ - - - . - - -_ _ - _ / i - \ I CREP LE 2O t t' PECAN /25' X �.�— y _ _ 4 -� _ -� - X X 1 J i y y R.1 I B ARBE D WIRE FENCE - - -�. 1845E - ... - ' 1 .� Q i { i ® i /CN PfILE X yy 1 ItlD PoIMD 1 P c a p 1/Y AWNING /�� t/2 IRF • MD F s 8 R RUNNER 1 J I w -• ' • O LE • ■ 20 0' DIRECTIONAL BORE - Sob�n � - PORCH Q 3 C./1 I I . C PADLDING 4 x '� 1 6 � � 1 I 1 1 0 JA l J I4 g 412T 1 / 0 - w 28' PECAN /60' 24" PECAN /50' RA S ■ I` 11 1 ,`W PLACE PAL 1 � ci_ 1 1 - INDMILL I i ^ " O 1 16 PiCAN /25'5 z4 ELU so' SEE PROFILE "A" o y jt FRAME \ / SHEET 6 { I 1 I° 1 I BUILDING I I BUILDING \ I I N X 1 1 FA D 0, AUPON - i w r��5 �, SEE S 4 TO MATCH STA. 1 +25 , N SEE PROFILE "A" ESTIMATED SHEET TOTALS SHEET 5 UNDERGROUND QUANTITY TRENCH & PLACE CONDUIT - IMPROVED 3 23 ' BORE & PLACE CONDUIT 2 ?I TRENCH DETAIL DIRECTIONAL BORE 242 NOT TO SCALE BORE & PLACE STEEL. CASING PLACE U -GUARD RISER - TRENCH I PLACE 3' X 5 X 4' HANDHOLE GROUND LINE t RE- 1 PLACE 4' X 4' X 4' MANHOLE I�IIEI)EI .)�! -� - - -__ I�1 = = = II PLACE QUAZITE VAULT ? . _ _ PI,ACE PEDESTAL 3 ! =E=li= 1 0 R & R CONCRETE PAVEMENT 11 1 1 1= =1 =1 =1 =1 =1 R & R ASPHALT PAVEMENT n PULL CABLE IN EXISTING CONDUIT PLACE WARNING SIGN INTERIOR QUANTIT CUSHION SAND BACKFILL TRENCH _ WARNING TAPE .fi - WITH DEBRIS FREE PLACE EMT CONDUIT �. ... MATERIAL TAMPED PI,ACE PLENUM INNERDUCI TO 98% PROCTOR PLACE G.S.P. / PLACE CONDUIT(S) Er..., PLACE 4" x 4' x 12" GUTTER BOX AS SPECIFIED ' t PLACE 24" x 24" x 6" /UNCTION BOX sL • �� CORE BORE PUI.I. CABLE IN EXISTING CONI)I IT ENGINEERING CHANGE ORDER NORTH HORIZONTAL SCALE OLD TOWN COPPELL & DESCRIPTION APPROVED BY DA7E 1" = 40 PROJECT: VERTICAL SCALE BETHEL ROAD T 1 I'1 E V E R N 1" _ ]0' MAPSCO ADDRESS: N C TEX AS 11 _D CITY. STAT COPPELL, 1 L' X _ is, 0 ii._ 1E SHEET JOB NUMBER DRAWN BY: , DATE: 3 OF 6 11 -036 DPW TELECOM, INC. 09 -06 -2011 NOTE U� TIES. ROW & EASEMENT BOUNDARIES DEPICTED ON PLAN ARE REPRESENTED FROM AVAILABLE RECORDS. NOT BASED ON SURVEY BOUNDARIES AND /OR FIELD EXPOSURES. � I 1 1 1 1 -CAUTION - 1 CONTRACTOR TO LOCATE '1:.'Q'23o I 1 AND VERIFY ALL UTILITIES I 1 PRIOR TO CONSTRUCTION 1 1 1 1 a 7 1 ° - __ROW_ - - Cr i :Ii:T f 1 1 m .- .• _ ■ ••• _ _ _ _ _ o ' x w 1 el lk l ik Itt Il ik lik Ilik mow — 1 i Z Z STA. 5+10 O W 1 3130Dn03 O O w PLACE QUAZITE S. COPPELL ROAD ce L, U VAULT in 0 - I SEE PROFILE .,0, 1 ^ ^ -- _ —6--1:::r — _- SHEET 6 �`� . — U a AXIL 123' BORE _ • aw — • \ ; 3 v i ■ 4-4x) _ _ - w �� - - -- — — -- - _ __ , • 58' BORE 3 +W :1 w w - -w �, [ _ - _ . _ _— - _ _- - Row c • - _ o I '" 10.7' ` 1 ' ' _ I I- - i - ROW I 1 i ' 44111i� RISE ON POLE w 6" STA. 3+42 I I I f I l ,. 1 °a i ' �� I PLACE PEDESTAL cr STA. 2+00 \0+00 j {xi 3 PLACE PEDESTAL N \�� / 1( STUB CONDUIT FOR t _ 1 I ` ( j FUTURE CONSTRUCTION I , 1 -- II 1 1 I II 1 1 I 1 I it ESTIMATED SHEET TOTALS I SEE PROFILE "A" SHEET 6 1 UNDERGROUND QUANTITY 1 TRENCH & PLACE CONDUIT - IMPROVED 211' 1 I 11 BORE & PLACE CONDUIT 231' ��� TRENCH DETAIL DIRECTIONAL BORE 70' NOT TO SCALE BORE & PACE STFEL CASING PLACE U -GUARD RISER 1 TRENCH PLACE 3' X 5' X 4' HANDHOLE GROUND UNE 1 1 PLACE 4' X a X 4' MANHOLE 1 10 a Ef1 =1E11 1E11E11E111E11E1u PLACE QUAZITE VAULT 1 a=i= 6= i I 11 II PLACE PFDESTAI. ¢ =f= 1= =II 111 l i R & R CONCRETE PAVEMENT 1= 1= 1 =1 =1= =1131 1 0 I 1E R & R ASPHALT PAVEMENT n PULL CABLE IN EXISTING CONDUIT PLACE WARNING SIGN INTERIOR QUANTIFY I "Y WARNING TAPE BACKFILL TRENCH PLACE ENTT CONDUIT WITH DEBRIS FREE PI CUSHION SAND MATERIAL TAMPED PI,ACE PLENUM INNERDUCT " TO 98% PROCTOR PLACE G.I.P. PLACE CONDUIT(S) $ PLACE 4" x 4' x 12" GUTTER BOX AS SPECIFIED • • i PLACE 24" s 24" s 6" JUNL "I ION BOX • CORE BORE PULL CABLE IN EXISTING CONDUIT ENGINEERING CHANGE ORDER NORTH HORIZONTAL SCALE 1 " = 40' PROJECT: & TOWN COPPELL DESCRIPTION APPROVED BY DATE © VERTICAL SCALE BETHEL ROAD TIME WARN E R 1 " A 10 MAPSCO ADDRESS: N/A 11-D CITY. 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T �. ■M /! r !H!■ /■■MINIM■■ ■M■ / nY� /1111•1•■ , ■ ■INMM ■ ■MMHHMM / ■ ■M /1111 /HH�i�TiiR.l .. N! ■M■■ ■: /N / ■ / / ■ ■ ■ ■ ■ ■ ■ ■ ■/ / ■■NI ME■I ■ ■■ ■r• dilla ii.i a _ ��+���'+ ■/N■■■ /1111 ■ ■N ■■ ■ - - - - ■N■■■ / ■ ■N■ ■!■ 510 vM■HM■MH■H11H H - H•1 510 ' ■ ' �I : ■ ■M�II• ■ - I M r •PP■��iH w =I I Is■ ■M ■_/! MHM ■ ■IiC ■ =:21=E IEM ■ ■M / ■L _91111 ■ EM ■■ N ' 1 5/ 1 ■ ... drasai �. �. %ili�J�a�aa�i.- !N■■I maim .. _ N om, —��MN /•1•1•11 �'Ml ■ ■M•1 /■ • ■ ■M ■ ■ ■Miv.�am. ° E 11 1z ■■MME /HH■1/ - -- I i• H■■HiiiNH•! ��IIIIIIMI ■NII•IMMM■�N■ - �-= -_ K - --_ H3lI a ■■: ■ ' � e,. I M■ ■ ■ ■■N ■■ ■ / ■ ■HE 505 nYNru:+ �_ •I MME Ex. 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DEPTH LNKNOwn H■■ ■!0I■H..MlH......■ 1jHVQNMIN■■R■MMI■ 500 11.1E ■EE.s' 0 !! 500 5 00 ■■■M!■ENM■EMEE■■■■■ 500 500 IEMM■HMI■ mmmisa fmunnu ■■■■_ 500 ■ ■..... ■r 1 I I■ ■1111 ■HHROM ■! ■■E ■11 !!M_MlHI11! ■ ■ ■ ■Iirt! ■ ■ ■ ■E11H■ ■ ■I ■EMI■ - '.- �; 495 4 9 5 ■IIIIEIM■R.11■ M • ■ -PTH ■ ■ I11M ■HEMS ERMH■OM I!!EI■■MIIOI!■I■ ■■I ■IEE 1111 ■HR.■MH H.E H!H ■.MI.MM ! ■ ■ ■ ■. ■ ■ ■H 495 lI /IIIO ! 1 M OMII.I ■M. 495 495 RMIMl.MR OEM I!!!I ■ ■OM ■HI _ HMRMIIM ■lMI.I495 PROFILE 'B' PROFILE 'C' PROFILE 'D' ENGINEERING CHANGE ORDER NORTH HORIZONTAL SCALE OLD TOWN COPPELL & DESCRIPTION APPROVED BY DATE 1" = 40' PxoJECI VERTICAL SCALE B ETHEL ROAD T I M E WARN E R N 1•. =l0' MAPSCO ADDRESS: NSA 1 1-D CITY, STAT COPPELL, TEXAS CABLE SHEET JOB NUMBER DRAWN BY: DATE: 1 6 or. 6 II 11-036 DFW TELECOM, INC. 09 -06 -2011