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Old Town Phase 3- PT161110A copy of the apProvod permit must be an the job site at a 1 times. CC: Applicant Publie Works Pertttit File Orig. to Project File COPPELL Page l of 4 Rel'. 116,'2012 RIGHT-OF-WAY USE PERMIT APPLICATION i'c )wdl ralllri 1, 111. lfl calendar tial'•+ lrrrnl d ah, 14 e y,1wfwal Submit permit application to the Engineering Dept., iawrs Canter, 255 Parkway Blvd. or e-mail to engineer(.] cop,pelltx.gov (see huttoa below) Date of Submittal: /4 Applicant's Jou ii f Work Order # .� PERMIT FEE: $100.011 (No charge to UUMY COmpanies with approved FrancJtise/ROW Use Agreefneno Refer to the City of Coppell Ordinance No. 2001-944. Certificated Telecom Provider? Yes C No C LT Plans ;provided and approved (Erosion control/Safety fences trust be installed prior to beginning work) Pra)ect NamelLocatlon or address W1, y* 7 � rN General Contractor ; r-* Contact E-mail address to return permit lY'�; l / $ r � « vV Representative: }� franchise Company:Telephone #: E-mail address: A - t", (fpr coiltoc, ifneed4*11'e-mail of 13 per "kis desire dlpermit cfann0t bee -ma fl ankwess canrntaI Utility Company Represented: C Oncor E=lectric Delivery C Atmos Energv C" vnizon f SBC/ AT&T P Time Wartier Cable C ` CoSery Electric/Gas r C)llter General Description of Vlfark ilnaccordancewith Ord. No 200I -U41. PLEASE ATTACH PLAN OF PROPOSED WORK 5erwj cl~ bar U >V ` -J � w or Estimated Start Date AZ :. Le Estimated Completion Date* /.2-1 * Completion requires subraittal of Con>ptetioll Verification Notice (see page 4) Was contact glade with City and/or utility companies to locate existing utilities? if NO, Re�tsvtt; XF Yes C- No r+Ls remnval of existing streets. alley~, „r sidewalks nee Ims"ry? s~ vr.4 if YES, pro/ect must have t ity inspection prior to concrete replacement 10 firs it aP licfatillt �': T{' �" laf � Representative(s) of the Contractor aanust adhere to till construction strandcards approved by the City of Cappell, which includes but is not litaaited to: Erosion Control Ordinance, compaction requirements (density tests may be required tat applicant's expense) and barricading according to the 'Texas iW anit al on Uniform Traffic Control Devices. Area(s) _ affected mast be rwored to -as good condition as before flat cotmnenrtm€nt of work (grsatling. drsaln al e, , vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972462-515;. Any excavation requiring closing or a street/alley must he reported prior to closing to (lie foilouing: Police Department (9 972-304-3600 Fire Department @ 972-304-3512 Streel I)epariment @ 972-462-:5150 E'ugineering Dep atiment @ 972-304-3679 .-Attach barricade plan / french safety phut if a [one or street closure is required. Street closures are allowed from 9:flQ tt.(n. utj# :3pj2jn._QP yunless otherwise approved by City Erngineer. Attach Work. Order (franchise only) anchor 7 set of prints showing proposed work. Locates for existing franchise utilities must be done 48 hours prior to beginning work. For City utility locates, call 972-462-5155 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 a -mall should go to eUAkggr@Sopgg x.gpv. Printing your name Indicates your acceptance of the terms and conditions of this form: lit au waatt pprovanf permit returned via a -mall, provide a valid e-mail address on Page 1.) Signaatarrr cit" Utility [' any Represtintativc Dante Signature of Contractor Representative 3'cett-La� Signature of City Representative Coninients NO TE: /I --,gyp -- %�_ Dat 10 November 2016 Date - backfill far concrete, trench, ditch and open pit inspections, all conWruction standards approved by the City of Coppell. and phor to Backfill accost meet Applicant shall inde?nnijy road forever hold harinless against the City of Coppell each and even, cla hn, demand or cause of action tical nnav be nnade or conte against it b'v reason of or if aiq wav arising rift ql* the closure, � blocking. excavating, cutting, tunneling. or ether work ley the applicant under permit frons the CitY, if .such � perinit Is granted. ADDRESS; 750 HAMMOND ST, COPPELL. TX. 75019 LOS' 401 RESIDENTIAL NEW BUILD TYPE; C DOCK10! 1359479 CONSTN: 11324664 SITE SURVEY*: POC: NO POC PROVIDED NODE/HUB- 4439AAJHUB-41 MAP' 3052-3315 OUi NTX RECD DATE: 91301206 0:00 WALKED BY: HENRY ALONZO DESIGN DATE:1o/7i2016 NEW BUILD AS SHOWN IN CLOUD. CABLE BEARING STRAND: AER Or I UG 366 TOTAL COAX FTG: AER O'l UG 390' SETT NEW CABLE AND EQUIPMENT AS SHOWN NEW BUILD .625 CABLE AS SHOWN > INSERT LE SPLICE AS SHOWN 4439AAClAO 1. 'S T 4403AAA4K2 747 > 711 4432A A it 146.1it i19 f452A I I 1 -110 211 A I. -A. I 7 -1 ................................................ ........... ---------------- T 441 'J 4t1 46, W7 4;1 L u ... ..... . .... ...... . Nr.01004-, Lf 443W ........... AkR14ER CAB Lm E NIVEDITA DAS 750 HAMMOND ST COPPELL, TX VICINITY MAP Hdl15[C1i SI iPo4Y. WRs#4'7 LDCAntn I L GENERAL PROJECT NOTES 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 LOCATION OF EACH PARTICULAR UTILITY. THE CONSTRUCTION CONTRACTOR S14ALL ASSUME RESPONSIBILITY FOR ACTUAL UNE 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 FACKUTY IS SHOWN ON THE DRAWINGS OR NOT 3, THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR COttTACUNG ALL DEPARTMENTS WITHIN THE MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR 70 THE COMMENCEMENT OF WORK, CALL BEFORE YOU OIG 811 IT'S THE LAW 4. IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR 10: A) PREVENT DAMAGE TO PRIVATE AND PUBLIC PROPERTY. BJ RESTORE ALL AREAS EFFECTED BY THE CONSTRUCTION TO ORIGINAL OR BETTER CONDITION, 5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL OEVICES' TRAFFIC FLOW AND ACCESS 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 LIT AND BARRICADED AT NIGHT. S. THE CONSTRUCTION CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL PROVIDE ALL TRENCH SAFETY SYSTEM$ THAT COMPLY WITH ALL LAWS GOVERNING EXCAVATION. THE CONSTRUCTION CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO EXCAVATION. 7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN THE STANDARD SPECIFICATIONS 5.B 'PORTLAND CEMENT CONCRETE PAVEMENT` AND 7A.5 'QUALITY OF CONCRETE' AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS 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 SF'ECKFlEO. 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 THE TYPE OF EQUIPMENT USED TO OBTAIN THE REQUIRED DENSITY, SAND AND DEBRIS FREE MATERIAL WILL BE USED FOR BACKFILL —��•g�ppE - PTS 00MOUIT -x WOE UN" COTICr&TE -- - "' - - Im%twc Tec txxro , : r ON TM CUSTOWER co%.o T d WENIAD NEW BLILD TYPICAL UTIUD CROSSING TYPICAL PAVEMENT BORE DETAIL oppow NOTm IN b 10 nti 0,87 I -AM al - I 1 } o R % 22M f/ I - `1 Ld' "O.KE 1 . I ( - cr•f #.. 1 J r W 1;d I l I � I I p BEi?N ffftSCT At ESISflNO 'YNLL4 (7s TRENCH DETAIL •. w.a, Ts Golgi # d' BORE i i$" NT1T To rx:xE WE f} COMM t►[ p 1 11 i 1i II I ! e tl � I 1 I ! RALE CATV PEDWAL x 22M TM/ 1WTO* rNUMG TAPE T cusTron SRO a -ma MD.C. YIN aoxs rrsE TN]Tj♦� a,pnl 1,3, To atlt agcrow fcolmTT#Sj ly I -{� PREPARED BY: k $ I # I p 1 EST)MATED SHEET TOTALS /r _ -'l tESCRiPIh''71 C��ut+#PkEtfSCT'Ti"ik"+tF ��J,a,tlrtl7rl"V -,!RtElLCiI kPLACE CONTA.lR l69" Sl1 :N%TNf YALILT-V •oe - /� 60FiE do PLACE S:L7f/E1WT BORE le PLACE 2W EVAL 6co 5 STLT:L PSR DROP ELLGTETPLAL 4. PVOJCH EMSTWG COIgCI.lT IER SUPw.rL ®ox � R1sEROFWI CONTACT- 972-Ro.7i R k !i CCnHRCRETE PAIEI NT (SarjUAM 13 RF�'RUAMUHA]ROH _ 2 ce,sr reTl AL PI.7A['E CATV PEDESIAL PACE CAM PFDEYTAt RG+TrO x �M w/ - Td' PWND x 22% 1T/ - 10: Rgkp x 22M Tr/ STAKE _-_ +wr— f YM14114 [.Ll1f� 3 1 d'unitn laarr T � I ai ____ �a CATV T2M PE A.L/ fl Y I NEW - I -I I. - ---_ •. w.a, Ts Golgi # d' BORE i i$" DW,W WE - p 1 11 i 1i II I ! e tl � I 1 I ! RALE CATV PEDWAL x 22M TM/ 1WTO* I sOUM FAKE CAP110C F31151wG # ly I I I 1 k $ I # I p 1 Ell nT •oe - _ �I�_ir.�-1_ �i_ HAMMON© ST 5 _ 4. _ ---woe_ -� iY-._Yo,.—���_�i1 ' '" PRLIECT: NIVEDITA DAS 750 HAMMOND ST tirr, SrATE COPPELL, TX 51E�T NORtzONTAL. scALE VERT1Gil sCALiE 1 CAF 1 I 40' I= la I>TIMFWAPNER ; 40 Ni uom, DATE: 0 A B L IE 1359479 1a -12-2x16