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DID 50739 A copy of the approved permit must be on the job site at all times. 7. T H E - C I T Y ...0. T a�-+ . t ': Applicant CPEL Page 1 of E Public Works Permit File Rev. 06/2012 07-29-1 3 At78 �4b RCVD Orig,to Project File { 4 It ® n O 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.or e-mail to engineer @coppelltx.gov(see button below) Pp Date of Submittal: a7/29/2°13 Applicant's Job#/Work Order#DID 5°739 , 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? Yes C No '' Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) Project Name/Location or address Tranquility Dental - 697 E Hwy 121 Suite #100 General Contractor TexComm Contact# Gary Cantwell Jr E-mail address to return permit'r.cantwel lebexooanm net Representative: Joel Singleton Franchise Telephone(t: 214-869-862a Company E-mail address: oel.singletonatwcable.coio � (for contact if needed/if e-mail of approved permit is desirec ermit cannot be e-mailed unless complete) Utility Company Represented:. C Oncor Electric Delivery r. Atmos Energy C Verizon C SRC/AT&T Cr Time Warner Cable C'' CoSery Electric/Gas C Other General Description ofWor (In accordance with Ord.No.260-944);PLEASE ATTACH PLAN OF PROP'OSED ORK. install cable from 734 Bella Vista Dr,to 697 E.State Highway 121 along EVista Ridge Bhtd.for approx 20°0Ft. Estimated Start Date 08/01/2013 Estimated Completion Date* 09/01/2013 * Completion requires submittal of Completion Verification Notice (see page 4) NN7as contact made with City and/or utility companies to locate existing utilities?11 Yes C No if O, Reason: >Is removal of existing streets, alleys, or sidewalks necessary? (■ Yes C No if YES,project must have City inspection prior to concrete replacement Right-of-'\'Va%Use Permit Appiicat€on 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 applicant's expense)and barricading according to the Texas.Manual on 1 niforrn Traffic Control Devices. Ar s afl'3 at ' + ored o : +,+ � +itio' i. . he mence ,- .<a lisl+rk (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©972-3104-3600 Fire Department @ 972-304-3512 Street Department @ 972-462-5150 Engineering Department t 972-304-3679 >Attach barricade plan f trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m.until 3:30 p.m.ONLY unless otherwise approved by City Engineer. ➢Attach Work Order(franchise only)and/or 1 set of prints showing proposed work. Locates for existing franchise utilities must be done 488.hours prior to beginning work. For Citintility City locatess,call 972-482-6155 to schedule 48'hours prior to beginning work. The application with signatures of Franchise and Contractor representatives must be submitted to Engineering Dept.for approval prior to beginning work. Submittals by e-mail should go to engineer( coppelltx.gov. Printing your name indicates your acceptance of the terms and conditions of this form: (if you%ant th ppro ei permit returned via e-mail,provide a valid a-mall address on Page 1.) a U7/29/2013 Signature of Utility Company Representative Date 07/29/2013 Signor of Contractor Representative Date Ad/94°k' Si_natu .f Representative Date Comments ➢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 twat/ arising out of the closure, i blocking, excavating, netting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. 1 O O O .g N m Z= Z~Y ,. 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E 0 ON U '- Q \Q - 5 Z /= ,M �tNU0.0V0 w o - O PG 1111i!!!) ›– = X z I— wF-- Q ° - 0.o`00.a0‘' a 1P0 0E Z W 0_ Q Ce O •0 Cr` LEGEND • PROPOSED WIC CONDUIT EXISTING TWC CONDUIT EXISTING CUSTOMER CONDUIT AERIAL NEW BUILD AERIAL:OVERLASH TYPICAL UTILITY CROSSING __, ,.:--,. ^r-�yA— .N...N .N...NNN... :MIN I iC e!_n1M....wK11111rte — — _m.--. —_. .. .N.....F ����= NORTH BOUND SERVICE RD TX-121 � B'%5'BOX CULVERT AN....II�C:=: (VARIABLE WIDTH R.O.W.) / /-- r m71 '"-- "_ —t35W 3�i---asW- 'zW= -.— q__ — — Row _...N z� i3W TYPICAL•AVEMENT BORE DETAIL — — — — — — / i o m ■ � -N�� ■ LIB SIDOVALL MAL -Azar N � `T ? IUr00" -2.1.130- k _ N J 1 v ) + _-........:. � 3A'BURS f -t�----1 t00-- _ :N. ■■ ■ 20 UTILItt MR. '� �) T • .� IXSTING80UA2 VAULT PROPOSED 1-4"PVC Y � I �• 66vLN77NN. s a D+aD BECw u/c !K �q® . SCHEDULE 80 I l p 1 / kimmumimmrammamonoll 11111111 i i.v .N■.imwN ! N . NOTE: • TIME WARNER CABLE SHALL BE ATTACHED TO EXISTING POWER POLES. TRENCH DETAIL • PROPOSED TIME WARNER CABLE FACILITIES SHALL MAINTAIN A MINIMUM GI NOT TE sour CLEARANCE OF 18 FEET OVER ALL PAVEMENT. TRENCH GROUND U E CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE TXDOT• OFFICE NO LESS THAN 48 HOURS PRIOR TO BEGINNING WORK. N>m 1IRw B --!��¶-- ALL BORES SHALL BE ACCOMPLISHED WITH A DRY AUGER BORE UNLESS kT3T� 'lilt ��, -i OTHERWISE APPROVED BY A T%DOT INSPECTOR,SUPERNSOR OR ENGINEER. Ii • FOR LINES CROSSING STATE HIGHWAYS OR ROADS,CROSSING INTERSECTING STREETS/COUNTY ROADS,OR PASSING THROUGH THE PROTECTED ROOT AREAS OF DESIRABLE TREES,R IS CLEARLY SHOWN IN THE DESCRIPTION HI TAPE AND ON EACH PAGE OF THE DRAWINGS THAT THE UNE HALL BE INSTALLED CUSHION BACKFILL TRENCH BY CONVENTIONAL DRY AUGER BORE UNLESS OTHERWISE APPROVED BY A CUSHION ON SAND wDH DEBRIS FREE TXDOT ENGINEER OR INSPECTOR.IN ADDITION,CASING SHALL BE SHOWN ML TAMPED UNDER HIGHWAYS AND PAVED CITY STREET/COUNTY ROAD INTERSECTIONS. PUCE CDNDUR(5) TO O 98%98%PROCTDR - AS SPECIFIED -- PREPARED BY: ESTIMATED SHEET TOTALS NORTH TRANQUILITY DENTAL DESCRIPTION QUANTITY DESCRIPTION QUANTITY PROJECT: TRENCH k PLACE CONDOR 85' PLACE PEDESTAL VAULT iff COPPELL PLLC TIME WARNER Dr BORE&PLACE CONDOR 85' PLACE PEDESTAL O DIRECTIONAL BORE PUCE 3'%5'X 4'HANDHOLE I�4_•� ADDRESS: 697 E STATE HIGHWAY 121 #100 BORE&PUCE STEEL CASING PLACE A'X A X I MANHOLE CITY,STATE: COPPELL,TX C A B E ROLL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER R&R CONCRETE SIDEWALK AERIAL:OVERLASH l SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R A:R CONCRETE PAVEMENT AERIAL:NEW BUILD I OF 5 1"=40' 1"=10' DID-50739 07-10-2013 LEGEND PROPOSED TWC CONDUIT EXISTING TWC CONDUIT EXISTING CUSTOMER CONDUIT _ - "" " �'� AERIAL NEW BUILD AERIAL:OVERLASH TYPICAL UTILITY CROSSING _.._.e..,__.W_m._°_°.. ..,. I W=m ®viiNa D _..._ ... mmi mil lenNs I _m nammmlimm-mwoopum m le.misommunralaggig,F=._2m 1— END'BOX CULVERT .Nni.• m— 7-- NORTH BOUND SERVICE RD TX-121 wo����I/A� �..L._I N (VARIABLE WIDTH R.O.W.) W• ■WipEIlil�ililIALILIMIll m,_:...._ _�...... -o.r�.; s311—. - w -.gym. aa. — ..,Ant...,. .1 — .�-` 1zw-- ■®���■■�� � _..-.-.. ..._.1R,�. csw � — � -1 - 4z�V + LEGEND PROPOSED TWC CONDUIT EXISTING WC CONDUIT m.,..m...---- :,,,,:,,, -p-. __._._...,.r.,-.. EXISTING CUSTOMER CONDUIT �~J- :� .-�•� -•'� ' m AERIAL NEW BUILD .. AERIAL:OVERLASH TYPICAL UTILITY CROSSING y BTIJGf G _ -.a ■�1.Im■■M A® �I•N I — — 8x8 BD CULVERT - - - - - - - - — — -- — — .,..�z-��_ ■Q®■■■■III�EtL114.I14l11■ N- — __,-_ M■■PRAM_ll H — — —NORTH BOUND SERVICE RD TX-121 m _ Trim ■■ rn -! ---;:x..�. ...., ..,. (VARIABLE WIDTH R.O.W) _ _ �, En - —. 1 ---rr --rte �stT F f 15_unutt ESML-- ' __1M1M111EMMEMMI1NII1I1IN __I'_, TYPICAL• VEMENT BORE DETAIL "' `-_� °_ - +----------__ — — BORE 20'UnLRY EGMT -_-- --- _ - 2 R - ---- !- iiM® i® 1 .■ --- -- ____ __------- ■®■■■ ■ ■u■ _ ._ ____ • -_,.m 1 BORE ■ski`•--o°�'_■ 5 STA.„+74 a __-. m _..,-_ �����®�®�� q.....f PLACE 36. 3 VAULT ®: 24 36•H 36" PROPOSED 1-4'PVC m IN AmN��V // W/20K RATED LID SCHEDULE 80 rgERIEEMNIMAIMMIIMMEN NEMMIMINUNINI INIMMEIMOMMMENME ■MM■■■■■®■■■■■ 05 10+25 10+75 ,1+28 11+78 ■®■■■■■N■h■■ NOTE: N■■■IMIWIHII■■■®■N■■■■®N■■■w • TIME WARNER CABLE SHALL BE ATTACHED TO EXISTING POWER POLES. 1114=01=11111HEMMENIMINE111111.11.1 TRENCH DETAIL • PROPOSED TIME WARNER CABLE FACIJTIES SHALL MAINTAIN A MINIMUM ® I L11®1♦=1122AV11f♦1= NOT TO SCALE CLEARANCE OF 18 FEET OVER ALL PAVEMENT. 00 ® ®�®® ®®�®1 �I�I=°t�� TRENCH • CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE TXDOT �y�� ��TI OFFICE NO LESS THAN 48 HOURS PRIOR TO BEGINNING WORK. .,���p.�p p� �•�q} n■ ■■ ■ CRO D TINE III ERMIIIMMINIII M E III■ ■I—:■ '11>BI I I..L:L IDTTEFtl 1. ,I�_ - -III1� --. • ALL BORES SHALL BE ACCOMPLISHED WITH A DRY AUGER BORE UNLESS \\■®I■mwifLC7}�[]�1®■■■®■■■■Lms®l1■■nams '111 I . -IIAII _'. OTHERWISE APPROVED BY A TXDOT INSPECTOR.SUPERVISOR OR ENGINEER. -05�® A■��.1M ■■■■��%.■ ._: .. - Ili® ■■■■■■■■■■■■ • • FOR UNES CROSSING STATE HIGHWAYS OR ROADS,CROSSING INTERSECTING _ STREETS/COUNTY ROADS.OR PASSING THROUGH THE PROTECTED ROOT III STA 11+74 AREAS OF DESIRABLE TREES,IT IS CLEARLY SHOWN IN THE DESCRIPTOR ■ N■■■■■r®■■■■ ■■■®�■■■® PLACE OUAZITE VAULT AND ON EACH ALGD OF THE DRAWINGS THAT THE UNE WILL BE INSTALLED -10 1 �'- ■ ��� W/20K3RATED36 WARNING TAPE BACK DE TRENCH UNDER HICONVENTIONAL HWAY OR INSPECTOR.NETREET/C,CASING SHALL IN BE SHOWNA ----� ®� ®®®® ® CUSHION SAND WITH ILL TRENCH FREE UNDER HIGHWAYS AND PAVED R I STREET/COUNTY ROAD INTERSECTIONS MATERIAL TAMPED PLACE CONOUR(8) TO 98X PROCTOR -IS AS SPECIFIED -- PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: TRANQUILITY DENTAL DESCRIPTION QUANTITY DESCRIPTION QUANTITY D 'TIME WARNER 1e' TRENCH k PACE CONDUIT 247' PLACE OUAZRE VAULT 441 COPPELL PLLC F BORE ffi PUCE CONDUIT 213' PUCE PEDESTAL ^ .� r�O DIRECTIONAL BORE PUCE 3'X 5'X 4'HANDHOLE '•� ADDRESS: 697 E STATE HVIGH WAY 121 #100 = BORE&PUCE STEEL CASING PUCE 4'X 4'X 4'MANHOLE cm,STATE: COPPELL,TX PULL THROUGH EXISTING CONDUIT PUCE U-GUARD RISER V AESLO R&R CONCRETE SIDEWALK AERIAL OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT AERIAL:NEW BUILD 3 OF 5 1"=40' 1"=10' DID-50739 07-10-2013 • LEGEND ��. -_::,�_....-._ PROPOSED TWC CONDUIT *- EXISTING TWO CONDUIT EXISTING CUSTOMER CONDUIT AERIAL NEW BUILD AERIAL OVERLASH TYPICAL UTILITY CROSSING �sT�uW ! �� ' D G-GRA. D ■�w.■■C■w®www® I ■owl■■■■111 ViF3. '!V!I■■ ..._=_.M..F... C!r■■■■►III®.....,,,.,"•"� r ..-.,�:�,.:,,..�s_>"-......r_.__ — ■�■■ "6.'"'"' ■Illlll■■iii —_ —_/:.__--__---_—.---.—_--..-_-1--_---__-1—.. _ — _ — _ — - - — - — - - — NORTH BOUND SERVIE RD TX 1 Cn Iliiiinnininnil■ ■'=� ■®■■■■ T _ (VARIABLE WIDTH 7R V. W—) m ■WIY■IwlrY■l■■■wwl■■■■■ m 12w —10 --. u,. ..... T m ,. -_- K --- -mow— - - cn TYPICAL PAVEMENT BORE DETAIL m z = m _ - . �' 1` D mun.E_5.c--n m ■ �_■■■ ._ ■ _-Row ' =________-�Y -- ------ - _.- --SO umlry MO. _._- — -- I 1...1 . _ ®�..._ i _.� ,.._ __ _ � __— - _ —— ��_ 44'DORE PLACE'OUA2ITE VAULT ■■■� Y l (PROPOSED 1-4"PVC W/201,RATED UD 1� MI■■ -„-'-- • SCHEDULE80 _ .__ __. ■ C■■� ■ .■N■■■ ■■■i 05 ww-w 00B■wwl ■■1450 ■www�■■■■wwl___■■ NOTE: �� P, ; +�■__ • TIME WARNER CABLE SHALL BE ATTACHED TO EXISTING POWER POLES. TRENCH DETAIL �N�I �m Isii PROPOSED TIME WARNER CABLE FACILITIES SHALL MAINTAIN A MINIMUM• NOT TO SCALE 00®® -, � CLEARANCE OF 18 FEET OVER ALL PAVEMENT. 'ENLH �® • CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE TXDOT GROUND UNE pMMIii ®N--'� OFFICE NO LESS THAN 48 HOURS PRIOR TO BEGINNING WORK. ®Llmll B,A IImBm IL�B _ .N y... . ALL BORES SHALL BE ACCOMPLISHED WITH A DRY AUGER BORE UNLESS ® IL�i J�� Mr-i i�ti ■■��N �'�� _.. OTHERWISE APPROVED BY A TXDOT INSPECTOR,SUPERVISOR OR ENGINEER. alumni, FOR LINES CROSSING STATE HIGHWAYS OR ROADS,CROSSING INTERSECTING R ! L STREETS/COUNTY'ROADS,OR PASSING THROUGH THE PROTECTED ROOT -10 ww® Mr AREAS OF DESIRABLE TREES,IT IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE OF THE DRAWINGS THAT THE LINE WILL BE INSTALLED WARNING TAPE NOTE _ BY CONVENTIONAL DRY AUGER BORE UNLESS OTHERWISE APPROVED BY A WITH E IS FRH TxDOT ENGINEER OR INSPECTOR.IN ADDITION,CASING SWILL BE SHOWN CUSHION SAND WITH DEBRIS FREE UNDER HIGHWAYS AND PAVED CITY STREET/COUNTY ROAD INTERSECTIONS. n MATERIAL TAMPED MACE CONDOMS)S) TO 9Ri PROCTOR -15 AS SPECIFIED -- PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: TRANQUILITY DENTAL DESCRIPTION OUAN7IIY ZITS VAULT OUANTIIY TI ME WARNER D - TRENCH&PLACE CONDUIT 308' PLACE ODAZRE VAULT ���`►, COPPELL PLLC F BORE&PLACE CONDUIT 89' PLACE PEDESTAL ,1 1 �rr O DIRECTIONAL BORE PLACE 3'X 5'X 4'HANDHOLE �vL�� ADDRESS: 697 ESTATE HIGHWAY 121 #100 BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE an.STATE: COPPELL,TX C A B L E PULL THROUGH EXISTING CONDUIT 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 4 OF 5 1”=40' 1"=10' DID-50739 07-10-2013 • • I 1 1 LEGEND I I g I I I ( I I I PROPOSED'WC CONDUIT I d l 1 1 1 EXSTING TWC CONDUIT I I - I I I EXISTING CUSTOMER CONDUIT I ■ I 1 1 1 p- AERIAL:NEW BUILD I I 3 I I 1 1 1 _ ....—> AERIAL:OVERIASH I I I $ 1 1 1 c�F I g TYPICAL UTILITY CROSSING X 1 I 1 ppg P IW 7" --` — �®ommommm� 0 I I II I 8q I� [fh I TRANQUILITY DENTAL COPPELL re ISTIJGIO qo CI: I I I I I �� Ib [ 697 E STATE HWY 121 E-PRO ED x:NALa �"i......I W I I I� I� t6i _ - .®...�Ili�l...l�l l U ; ImornwnMommm > ° I I I I i ce.1MMEN.IIIIWAP 1 44111. II I C ��...UII®iiiW} +!° y o I I II I I I TA.18+2 ..IIY� ; I� I = EXISTING 0 ITE VAULT ! ■ .. II Q Q I'I 1 I I W/x 36•x LID — 1y M Z W/20K RATED LID [E EI illiiiiiMillEIMIIIMEMIll�.� ® . a > Im III I ( � II x 1 AI 1111=11111110 m I@ I 7 ' I I p II D+DD 0 i f I . 9 � TYPICAL PIAVEMENT BORE DETAIL Z ( � SD BORE 1. ED 12'HDPE STA 20+11 END U/G B'PULL THROUGH VA"TES RiC CUSTOMER CONDUIT PROPOSED r / CAPTURE EXISTING INTO BUILDING 6 I CUSTOMER CONDUIT MEIMIEIMMI w EiINF1� �-=i °( F PROPOSED I-d PVC .�...�..... SCHEDULE ' I IiiiiiiiiiiiiiMI MATCH LINE-SEE SHEET 4 � 1I!w 1 N .......A..... NOTE: • TIME WARNER CABLE SHALL BE ATTACHED TO EXISTING POWER POLES. TRENCH DETAIL • PROPOSED TIME WARNER CABLE FACILITIES SHALL MAINTAIN A MINIMUM NOT TO SCALE CLEARANCE OF 18 FEET OVER ALL PAVEMENT. ENCH • CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE APPROPRIATE TXDOT GROUND UNE ON OFFICE NO LESS THAN 48 HOURS PRIOR TO BEGINNING WORK. 11 ®L JL 1® -���j l r • ALL BORES SHALL BE ACCOMPLISHED WITH A DRY AUGER BORE UNLESS � �1 I I ' .,I r T Tj OTHERWISE APPROVED BY A TXDOT INSPECTOR,SUPERVISOR OR ENGINEER. b 1 • FOR LINES CROSSING STATE HIGHWAYS OR ROADS,CROSSING INTERSECTING '" STREETS/COUNTY ROADS.OR PASSING THROUGH THE PROTECTED ROOT AREAS OF DESIRABLE TREES,R IS CLEARLY SHOWN IN THE DESCRIPTION AND ON EACH PAGE OF THE DRAWINGS THAT THE LINE WILL BE INSTALLED WARNING TAPE BY CONVENTIONAL DRY AUGER BORE UNLESS OTHERWISE APPROVED BY A 84CKFRL TRENCH T%DOT ENGINEER OR INSPECTOR.IN ADDITION,CASING SHALL BE SHOWN CUSHION SAND orrnr DEBRIS TN PEES UNDER HIGHWAYS AND STREET/COUNTY STREET/COUY ROAD INTERSECTIONS. TOITE RNL TAMPED PUCE CONDUIT(S) + TO 9B%PROCTOR AS SPECIFIED • PREPARED BY ESTIMATED SHEET TOTALS NORTH PROJECT: TRANQUILITY DENTAL DESCRIPTION OUANTRY DESCRIPTION QUANTITY D TRENCH&PLACE CONDUIT 55' PUCE DDAZITE VAULT COPPELL PLLC TIME WARNER F BORE&PLACE CONDUIT 96' PLACE PEDESTAL (� �') 'TIME O DIRECTIONAL BORE PLACE 3'X 5'X 4'HANDHOLE ADDRESS: 697E STATE HIGHWAY 121 #100 = BORE&PLACE STEEL CASING PLACE 4'X 4'5 4'MANHOLE CITY,STATE: COPPELL,TX C A B L E PULL THROUGH EXISTING CONDUIT 8' PLACE U-GUARD RISER R&R CONCRETE SIDEWALK AERIAL:OVERLASH C SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT AERIAL:NEW BUILD C OF 5 1"=40' 1"=10' DID-50739 07-10-2013