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Work Order #50537 A copy of the approved permit must be on the Job site at all times. Tliar . O1 TY OF CC: Applicant Page 1 of 4 Public Works COFI"ELL Permit File Rev, 06.'2012 L7-2-5-13 P 12:00 RCVD Orig.to Pr ect 4 1, \J [ck RIGHT-OF-WAY USE PERMIT APPLICATION Permit valid fir 949 calendar days from date of approval Submit permit application to the Engineering Dept.,Town Center,255 Parkway Blvd.or e-mail to engineergicoppelltx.gov(see button below) Date of Submittal: 7-23-13 Applicant's Job# /Work Order#50537 PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise/ROW Use Agreen2ent) Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes CI No C fl Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) Project Name/Location or address Elite Care center 720 Denton Tap General Contractor Tex-COrian Contact it Steven Mills E-mail address to return permit s.millsztexcerrar.net Representative: Mark Sherrod Franchise Telephone 817-914-73 iDB Company: E-mail address:nlark•sherrodrtwcable ram (for contact'If needed/if e-metlf of approved permit Is desired/permit cannot be e-maired unless complete) Utility Company Represented: Oncor Electric Delivery C' Atmos Energy C Velizon C SEC'AT&T (0' Time Warner Cable C CoSery Electric/Gas C Other Geneial Description of Work On accordance with.arrt 2:00i1-41n1 PLEASE ATTACR PLAN OF PROPOSED WORK Place 2'pipe a ppiox 24 deep to 720 denton tap approx 240 from 730 Denton tap Estimated Start Date 7-3a-13 Estimated Comi)letion Date*a-3°-13 * Completion requires submittal of Completion Verification Notice(see page d) Was contact made with City and/or utility companies to locate existing utilities? if NO, Reason: C' Yes es C No >Is removal of existing streets, alleys,or sidewalks necessary? C Yes Cz No if YES,project must have City inspection prior to concrete replacement Rift-of-Way Use Permit Application Pate 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 applicant's expense)and barricading according to the Texas Manual an Uniform Traffic Control Devices. a,A,: • i.K e. i , .1i d to u .op. . •i pi 8• o p i s 1 Ai-1 u_!!-.cement of work (grading, drainage, vegetation,and erosion control). To schedule Public Works final inspection(Page 4)call 972-462-515 . a s-Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department 0 972-3(4-3600 Fire Department^@ 972-304-3512 Street Department 0 972-462-5150 Engineering Department 0 972-304-3679 >Attach barricade plan I trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 910.,gpx.unti3;30 p.m.ONLY unless otherwise approved by City Engineer. 3-Attach Work Order(franchise only)and/or 1 set of prints showing proposed work. Locates far existing franchise utilities mutt be done 48 hours prior to beg.nhing work. m For City utility locates, call 9724462.5155;to schedule 48-ho rs prior to beginning,work. The application with signatures of Franchise and Contract or representatives must be submitted to Engineering Dept.for approval prior to beginning work. Submittals by e-mail should go to engineerPcoppefitx gov. Printing your na Indies your acceptance of the terms and conditions of this form: (if you want the v-A. )' rot lifted via e-mail,provide a valid e-mail address on Pagel.) .,,;ew Signature of Utility Company Representative Date ;? ;a 1-23-i3 Signature of Contractor Representative Date — I.sil -1 LZ*I li, Signatu i ity Representative Date Comments >NOTE: 4,± .1 +C' ins,ector at 972-304-. )7' i 'r + , .:i'4 t.n: work and prior to backlit'for concrete, trench, ditch and open pit inspections. Backlit'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 vkork by the applicant under permit from the Cite, if such permit is granted. 4 720 North Denton Tap Road COPPELL,TX 75019 DOCK:50537 CONST#:318601 SITE SURVEY#:914171 POC:Teresa Scott I teresa.scott@enfinahealth.com(281)784-1500 W r+c4o00 651 ! NODE:4426AA MAP:3064.3321 DO . 4426AA y I 51 6.}�}9 _ • 1 I o • NTX 4 z6n o ;�,, I j esA 06/20/13 v I o vL �— ►� 121 4426AA i TIE POINT I 02862 3/ 109 � N i! START CONST 1 }•t •1 69 I I REMOVE TERM 1 -,- ,. - 756„©•;•\•,'' 1113 m T. ' wi ! SPLICE IN NEW.875 CABLE 4517AAA1B2 ' 2860 11.81 I i ! 6LE-1000 85,12 00 \ ♦ '••`• I i I SnAAA162 \ 185' t40' e V�V i E 02901 15.7 17.9 22.2 1 26,0 752 — ---- 26---•1 +1— T. \. i i ET31 TELCO RR 51 46.3 39 1 �- Oe 4 -i 10.yi 167' 451iffi 716 I o e•. 44268 u,v •i _E_t_ i ® 1 674 1 87.6 748-- \/ 22:8 --.O 14 692 ll 492 _._._. o \ .6A n e / _...... X °O( 1, M5-1000 1251E \ �267A '/ O _ y'X p•~•••• 1 S17AA01 00 66-1000 35112 1 /.1? 34.7 33.8 35.5 617AAA1A0 / 299'OF.875 • m 6 136 22.8 23.6 6.3 239 * 0 740— 02 0 CABLE !1 6 asn0I71 eon 121 7 I e I 6 I 2802• Y I ns7 45176(T16e.e / 5LE-1000 65112 i o 4517AAD1DO HIGHLAND DR „1,. 736 �/�/ 23.2 24.8 29.1 2.w I / 1._ ___i._.._.. ....._..........._.._................._.._.._....._.._.._..........._..-L.`.._....._....._.._... 51 46.3 39 / Vi 1,41131 6 !W nt� O., 44268111 09.2 !» 4517AAAtAO�_._._.._._._._._._._._._......._._._..._._._._._._._._._._._._._.� e 4426AADXO 752 o X 46.3 vL VL VL 228' Iii 'i lao-_ f' . SET PED / O X ADD DC-12 ADD DC-12 J FUTURE / • FUTURE sl 153'OF.875 °0 X O 760 1. CABLE Ft 1 i 1298'OF.875 ,.•-•---- CABLE 705 e @ X X 0 F 700 743 OX 7 &m 750 739 1J' \k 0i 6 275. --r ®00 }�`•. M1A`:=•- 735 C140 00 F I,Is 0A9 wp STgTF HlvRI��F e< ® moo.B 77 VQ 73 e' eYp may "F - s0'®/7 CAPTURE PIPE AT PED PULL 165'1.625 .•`.,~�•'�• :/ THRU EXISTING 4" w4426A es,I2 C CONDUIT 426AAA,,1 X 5, 6.3 3393 4426AAA1Y0 44216A 1,71 5 11 89 3 % SET PED 1760 ADD AMP/DC-8 SPLICE AS SHOWN 4 0 ,T.1.4 E liviL__Ril 1■1 E C A B ILIII E • GENERAL PROJECT NOTES ELITE CARE 1. ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE ORDINANCES AND REGULATIONS OF THE MUNICIPALITY IN WHICH THE WORK IS TO BE PERFORMED. 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 ES 720 NORTH D E N TO N TAP RD TH NLSINTRE EPCS A UTLSD IHL ALSO ASSUMEnRESPONSIBIIUUTY EXISTING FOR REPAI NSSSTIIHNBOG ILW FACIILITNOT. DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE DRAWINGS OR NOT. C O P P E L L, TEXAS 3. THE CONSTRUCTION CONTRACTOR SHALL NI BE RESPONSIBLE TWO FOR WORKING CONTACTING P ALR DEPARTMENTS WITHIN THE MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COtf-AENCEMENT OF WORK. CALL BEFORE YOU DIG 1-800—DIG—TESS IT'S THE LAW VICINITY MAP 4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO A) PREVENT DAMAGE TO PRIVATE AND PUBLIC PROPERTY. B) RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION. /FURNBERRY IN 5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND / p s6' SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". TRAFFIC FLAW AND ACCESS F SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THE CONSTRUCTION CONTRAC OR IS RESPONSIBLE PROJECT _ z FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK ON THE PROJECT. THE WORK SITE SHALL BE SUITABLY LIT LOCATION HIGHLAND DR y- AND BARRICADED AT NIGHT. 6. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING 4 EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEMS THAT COMPLY WITH Row.DR ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. JJJ B ■ a 3 7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CL4S ES OF CONCRETE IN N THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT"AND 7.4.5 "Q ALITY OF CONCRETE" AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS OR PUBLIC WORKS z CONSTRUCTION - 2004. ALL OTHER CONCRETE SHALL BE CLASS A CONCRETE. 8. ALL REINFORCING STEEL AND DOWEL BARS IN PAVEMENT SHALL BE SUPPORTED AND MAINTAINED AT THE CORRECT CLEARANCES BY THE USE OF BAR CHAINS OR OTHER APPROVED SUPPORT. ��, ',\ 9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED. `����•� 10.ALL BACKFILLING WILL BE MECHANICALLY TAMPED IN LIFTS TO A DENSITY OF 95% PROCTOR. THE REQUIRED DENSITY WILL BE OBTAINED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. LIFTS MAY VARY ACCORDING TO Tx-L21 THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY. SAND AND DEBRIS FREE MATERIAL WILL BE USED FOR BACKFILL. PREPARED BY DFW TELECOM,INC.. • LEGEND 1 STA 4451 END U/G C/ 3 I PUCE QUAZITE VAULT PROPOSED TWC CONDUIT 0 C) L ( 24'x 36'x 36" EXISTING TWC CONDUIT Q ,\ \ CONDUIT EXISTING TWC EXISTING CUSTOMER CONDUIT / Z p \ \\.. AERIAL:NEW BUILD /' /J Lu \ •\ 15'UOU1Y ESMT AERWL OVERLASH = -' 4 i VI a _ 20'DETENTION . TYPICAL UTILITY CROSSING - .---'- ' a, \ -- - - —TZ'W---t5'---Tn—__-__7_ - _RD ITAR1 , !1111. .. .. __ ._ _ -_ 201'PULL THROUGH ---`� lip II#M� O. UMEME _ - _ __. I EASING TIC CONDUIT lies aim wilonk mo .131 Il w.r •w...m rs1�OJW- � - Z ...\ ..1..%MUM —.rR P— —421 P— — —<X P- -43'2CP— — —42RCP-- «R P Z G iiGGG .1.x.,. ..... :. m m N DENTON TAP RD J_ m (VARIABLE WIDTH R,O.W.) STA.3+00 1 I m PLACE OVAZITE VAULT -1 TYPICAL•AVEMENT BORE DETAIL I24 •36'•36' / 2 (2 _ c _ �A ..... — — — —A i� :. .71..L.....Pr.-mm STA.0+00 BEGIN U/G 1+00 7'B•'E - 2N T 42'BORE ' I - - I I O - - - - - - -ROW--• MR PLACE OVAZITE VAULT J(// .III 124'x 36"x 36" - - I i SEWER ESMT. � r, (PROPOSED 2-2'HDPE •13IIIDin. I I I I STA 3+00 PLACE QGAZITE VAULT 05 3+00 3+50 4+00 4+50 PLACE 36'x 36' .MMU F...G.............................. • ENE. .... ...... :G GGGGG • �, � STA 4+51 END U/G TRENCH DETAIL W Rumbaing.IMMIlmminum..mmiu MEMEMP �..�� PLACE OUAZITE VAULT .t(..l I■r,■■ 24'x 36'x 36' NOT TO SCALE ■llii•■i G IU.... CAPTURE EXISTING TWC =,. ..............N.7.. ......!° cONOUIT 1-1 LINE i ....III Igo' 11.11 I�...V.... I(II 1 I u u u=TI&I�1. -u -05....11 11.11 11.-11-11-11-11. i1 IT n ....LIGG MILLI ...a1G........MI WARMNG TAPE •• allai:• ]illii11Y1111 NFU TRENCH CUSHION SAND WITH IS FREE PLACE CONDUIT(S) A, 963 PROCTOR -15 AS SPECIFIED PREPARED BY: ESTIMATED SHEET TOTALS NORTH ELITE CARE DESCRIPTION QUANTITY DESCRIPTION QUANTITY PROJECT: TRENCH&PUCE CONDUIT 267' PLACE PEDESTAL TE VAULT 3 ., 'TIME WARNER BORE&PLACE CONDUIT 184' PLACE PEDESTAL DIRECTIONAL BORE PLACE 3'%5'X 4'HANDHOLE 7r"...) ADDRESS: 720 NORTH DENTON TAP RD lir BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE cm.STATE: COPPELL,TX C B L 0 PULL THROUGH EXISTING CONDUIT 201' PLACE U-GUARD RISER R&R CONCRETE SIDEWALK AERIAL:OVERL ASH 4 SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT AERIAL:NEW BUILD OF A 1"=40' 1"=10' DID-50537 06-2 8-2013 • LEGEND PROPOSED INC CONDUIT EXISTING TWO CONDUIT EXISTING CUSTOMER CONDUIT --AERIAL:NEW BUILD 15'UTILITY ESMi AERIAL:OVERIASH 20'DETENTION ESMT. • TYPICAL UTILITY CROSSING RIMPUIIN — —— kW.W'.y4:��++.!ii'Mi13Vl�ar _ r� csW 1, MI Midi&MM MI MMM NM .�. 483'PULL THROUGH Ciiiio'wC.w.,... D EXISTING TWO CONDUIT .olo .. A ■ 17 ....�.•1E..%i... .=. CTru.C'.o. m WOLi.YYr.....•... Tn m 111•1111111111111•11111111M MMMMM TM • il = N DENTON TAP RD �c 17mI77I TYPICAL'AVEMENT BORE DETAIL —1 (VARIABLE WIDTH R.O.W.) 111111111111111•111111111111 MMMMMM ., 4) u CSW u MAI .II Nom= I SEWER ESMT. .0 ............... • TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE MOWN MIMIC WARNING TAPE Flu.TRENCH CUSHION SAND WRIT DEBRIS TREE AMPO • -PUCE CONOUR(R) y TO 98%PROCTOR AS SPECIFIED _� PREPARED BY: ESTIMATED SHEET TOTALS NORTH ELITE CARE • DESCRIPTION QUANTITY DESCRIPTION QUANTITY \ PROJECT. / TRENCH&PLACE CONDUIT PLACE OUAZITE VAULT i�-4l VVAIRN E R FI t/1T BORE I PLACE CONDUIT PLACE PEDESTAL "��17J 'TIME /0 DIRECTIONAL BORE PLACE 3'X 5'X 4'HANDHOIE �► ADDRESS: 720 NORTH DENTON TAP RD '� BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE CITY,STATE: COPPELL,TX C A B L E PULL THROUGH EXISTING CONDUIT 483' PLACE U-GUARD RISER R&R CONCRETE SIDEWALK AERIAL:OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT AERIAL NEW BUILD 2 or 4 - 1"=40' 1"=10' DID-50537 06-28-2013 MATCH LINE-SEE SHEET 2 \ \^_o' _ LEGEND A\\ "^p4 - \ a \\'� 1\\ \\\ PROPOSED TWC CONDUIT \ \ \ EXISTING TWC CONDUIT \ - ,\\ \ \ EXISRNG CUSTOMER CONDUIT \ (- \ \ AERIAL NEW BUILD / L Q \ \ A AERIAL:OVERIASH �%/ / 7;,..„.�i/ \ o\\ NG1{, / �L O TYPICAL UTILITY CROSSING a3 \ �i\ 4 A 7 \p\ \ rneragil r LEGEND / / T'/ PROPOSER TWC CONDUIT / EXISTING TIC CONDUIT / 61'PULL THROUGH STA 3+00 / / EXISTING CUSTOMER CONDUIT EXISTING TWC CONDUIT PLACE OUAZOE VAULT ! — 24"x 36'x36' AERIAL:NEW BUILD -- / ELITE CARE COPPELL AERIAL:OVERIASH -- — 72[1 N DENTON TAP RD TYPICAL UTILITY CROSSING =�'aw\�,— — __MEME1�1MMIEMIM�.11. _ \6k>� ..^ ~.. / —> --":„..____ ______ 104 PULL THROUGH .�.�.��14 �G.w.. TT \BOX\ E>Fs ` \ CCUSTOMER CONDUIT IFWAY' --._ i MEM MMMMMMMM NM= IA\ \ \ rrsr ter.., -�W'v ?� \BOX \ _ - - a,. TYPICAL"VEMENT BORE DETAIL !v BO -"CU(�Rr \ PROPOSED 2-2'HDPE - —E M` EOM AR"9E6 O se, \\ \\ `— s 1@ y��e \ \ \ —— ——� — �, -. \ \ \ ` STA 2+40 END U/G — GAPTURE EXISTING — Mai ` CUSTOMER CONDUIT —— -- I HENN ....0 ......... TRENCH DETAIL NOT TO SCALE TRENCH GROUND UNE Rinp_�Bpap�l1=griri Di B—B liforB —I.1 1_11. ➢—_ITH—SIT-Ii1-1,- WARNING TAPE - KFILL CANNON CUSHION SAND EBRIS FREE MATERIAL TAMPEO PLACE CONDUR(S) . TO 98R PROCTOR AS SPECIFIED - PREPARED BY ESTIMATED SHEET TOTALS NORTH PROJECT: ELITE CARE DESCRIPTION QUANTITY DESCRIPTION QUANTITY V F TRENCH&PLACE CONDUIT 129' PLACE OVAZITE VAULT 1 °I,..101' TIME 1ARN E R DT w.,, BORE&PLACE CONDUIT 111' PLACE PEDESTAL 'Y .l 'I y YY O DIRECTIONAL BORE PLACE 3'X 5'X 4'HANDHOLE I?/ ADDRESS: 720 NORTH DENTON TAP RD • BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE CITY,STATE: COPPELL,TX C A B L E PULL THROUGH EXISTING CONDUIT 165' PLACE U—GUARD RISER R&R CONCRETE SIDEWALK AERIAL:OVERLASH SHEET 4 HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT - AERIAL:NEW BUILD CL 4 1 =40 1"=10' DID-50537 06-28-2013 — _ —