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Robertson Pools-PT130723 . ....... . - c & P A copy of the approved permit must be on the job si - r - es. CC: Applicant u a c T v p Page 1 of 4 Public Forks C 1 ` :Reu. (?6 3012 Permit File - _ - - C7-17- 13 P(t2 :C4 RCVD Orig.to Project File 9 , i - fi ; 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 engineers coppelltx.gov(see button below) Date of Submittal: 7/17/2°13 Applicant's Job.# / Work Order ffD=D 51294 PERMIT FEE: $100.00 (lVo 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 C n Plans provided and approved (Erosion Control/Safety fences must be installed prior to beginning work) Project Name/Location or address Robertson Poole - 569 S Coppell- Rd General Contractor Texcom° Contact lt Gary Cantwe<l l Jr E-mail address to return permit j r,cantweligtexcortim.net Representative: Joel Singleton Franchise Telephone#: 214-869-8628 Company ''';'' .e E-mail address:j eel.szngleton+gtwc able,com a".v.9 (for contact if needed/if e-mail of approved permit is desired/perrnit cannot be e-mailed unless complete) Utility Company Represented: C Ohcor Electric Delivery C Atmos Energy C Veri.zon C SRC/AT&T (' Time Warner Cable r CoSery Electric/Gas ("' Other General Description of Work(in accordance with Lard„fNo:2001.944):PLEASE ATTACH PLAN OF'PROPOSED WORK From the ri er pole to the existing TWC vault on the Northwest corner of W.Bethel Rd and S Coppell Rd and the riser pole on the Southeast side of 5695 Coppell Rd to the southwest corner of building Estimated Start Date 7/23/2013 Estimated Completion Date*8/23/2013 Completion requires submittal of Completion Verification Notice (see page 4) I r%Vas contact made with City and/or utility companies to locate existing utilities? if NO, Reason: (' Yes C No >Is removal of existing streets, alley=s, or sidewalks necessary? f' Yes C No if YES,project must have City Inspection prior to concrete replacement Right-of-Ways Use Permit Application Pa'e?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 Uniform Traffic Control Devices, i [Tee • must be s r r s � . on.i i n < e r encement of work (grading, drainage, vegetation,and erosion control), 7'o schedule Public Works final inspection(Page 4)call 972-462-5155. ,>r ny excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department {g 972-304-3600 Fire Department @ 972-304-3512 Street Department @ 972-462-5150 Engineering Department Op 972-304-3679 >Attacb barricade plan I trench safety plan if a lane or street closure is required. NOTE.. Street closures are allowed from 9:00 a.m.t{ til 330 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 48"hour:pifor to beginning work. For City i tafi .locates, call Vie-4625155 tool .hedule 48 liOnt,e Oiler to beisirtning 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 wilt thy a• • • ed permit returned via e-mail,provide a valid e-mail address on Page 1.y ... _ ° � Signaturof Utility Co parry Representative Date Signature a Contractor Repr. ntative Date .z awg �, ��. _ _ T72�/(3 Slim i c yr et rstpres ritati c Date- Comments Cra�leA 411444A‘l f$Mn&-1Y 9MAC S far ,�' t4/ Tot. > OTE. Notify City Inspecto e 972-3O4- r ,r'r r ,e iron'i f tr 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 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. TIME WARNER i C A B L E ROBERTSON POOL 569 S. 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. C O P P E L L RD 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 SHALL ASSUME RESPONSIBILITY FOR ACTUAL LINE LOCATES IN THE FIELD AND THE PROTECTION OF ALL EXISTING FACILITIES WHETHER SHOWN OR NOT. C O P P E LL T ERAS THE CONSTRUCTION CONTRACTOR SHALL ONO ASSUME RESPONSIBILITY WHETHER FOR THE F REPAIRS TO ANY EXISTING FACILITY DAMAGED AS A DIRECT RESULT OF THE CONSTRUCTION ACTIVITIES WHETHER THE FACILITY IS SHOWN ON THE DRAWINGS OR NOT. 3. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL DEPARTMENTS WITHIN THE MUNICIPALITY AND THE UTILITY COMPANIES AT LEAST TWO WORKING DAYS PRIOR TO THE COMMENCEMENT 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. \ 5. BARRICADING AND TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR AND I ,�I SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES TRAFFIC FLOW AND ACCESS 14 0X 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 SANDY LAKE RD AND BARRICADED AT NIGHT. 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 ASPECTS OF WORK RELATED TO EXCAVATION. d 7. ALL CONCRETE USED IN ANY ROADWAY SHALL BE IN COMPLIANCE WITH THE SPECIFIED CLASSES OF CONCRETE IN THE STANDARD SPECIFICATIONS 5.8 "PORTLAND CEMENT CONCRETE PAVEMENT"AND 7.4.5 "QUALITY OF CONCRETE' PROJECT ° AS AMENDED BY THE ADDENDUM TO THE NORTH CENTRAL TEXAS STANDARD SPECIFICATIONS FOR PUBLIC WORKS LOCATION '" $ 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. HEATH ui W BEIHEL 9. ALL CONDUIT MUST BE PLACED WITH A MINIMUM 42" OF COVER, UNLESS OTHERWISE SPECIFIED. RO 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. PREPARED BY: DFW TELECOM,INC. LEGEND PROPOSED INC CONDUIT EXISTING TWC CONDUR EXISTING CUSTOMER CONDUIT AERIAL NEW BUILD AERIAL OVERLASH II TYPICAL UTILITY CROSSING EXISTING BUILDING —I ce Lu w MEN.. o le@l.,lllw a EF'-W....:�irL3:a'e 0 STA 0+00 O a �� �-i Win► ECM INC QuazlrE VAULT O 24'x 36°x 36' 1 r�l --_- - (PROPOSED 2-7 HDPE N 822 WM BEGIN UNDERGROUND Miii.....ineMPAiiMal CONSTRUCTION C�I���MELVIIMiY W E%ISTING BUILD G EiM� M��eM "iiwi= I MMMMMMEM ROW — — _ __ _ _ CSw i L.__ -__csw --,-/- —aow --- - ----- STA.0+10 END OF PROJF \ PLACE U-GUARD RISER ON EXISTING POLE TYPICAL°AVEMENT BORE DETAIL —RCP— — Rrn - —RCP— — —RCP— — —RCP— �ITT —SS SS SS ' SS SS - SS I W BETHEL RD SSW rz (VARIABLE R.O.W.) csw e71-mC 6,a l°� Row _ CST/ - _ — /_ :... --- —BO MN W MEM 11 --s ----VA— I id) 1 I MMMMMMMMMM. I / EXISTING BUILDING 4 Oil ../4" EXISTING BUILDING I TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE NM Ri iL-Iiil u Ali 1 I—�n�—ne�l,3��.I�n 1 i1 n 1 Il!HT III_ _l"Il"'ll^"II WARNING TOPE BACKFILL TRENCH CUSHION SAND WITH DEBRIS FREE PLACE CONDUIT(3) MATERIAL 8%PROCTOR AS SPEQBEO ' PREPARED B: ESTIMATED SHEET TOTALS NORTH PROJECT: ROBERTSON POOLS EXTG DESCRIPTION QUANTITY DESCRIPTION QUANTHY D / TRENCH&PLACE CONDUIT 10• PLACE QUAZITE VAULT ,�d1'1 VAULT TO RISER POLE WARNER W BORE&PLACE CONDUIT PLACE PEDESTAL rep. 'TIME r/ ' DIRECTIONAL BORE PLACE 3'X 5'X 4•HANDHOLE \/1�� ADDRESS: 569 S COPPELL RD BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE CITY,STATE: COPPELL,TEXAS C Aik B L `c ille PULL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER 1 R&R CONCRETE SIDEWALK AERIAL:OVERLASH 1 SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE R&R CONCRETE PAVEMENT AERIAL:NEW BUILD 1 OF 2 1".40' 1"=10' DID-51294 07-16-2013 LEGEND PROPOSED SAC CONDUIT EXISTING TWO CONDUIT EXISTING CUSTOMER CONDUIT --------AERIAL:NEW BUILD AERIAL:OVERLASH TYPICAL UTILITY CROSSING , B: I 3 2 �WiiY �:�� I I n11.1 ■ i ■ I��_� a wN1gi I I I i IN PIM Pt. (!1rirs94 •UM IIIIS UL)•• d1•w•• w1�I1.Imm l 17 �i I ST,.0400 S wr. Num g '«�� PLACE U-GUARD RISER ROBERTSON POOLS I I ON EXISTING POLE 5695 COPPELL RD I I BEGIN UNDERGROUND CONSTRUCTION C CONCRETE PAVNG 25 5F _- —�tOY - 3 TYPICAL•AVEMENT BORE DETAIL —\ROPOSED ea eoR – — — C G PTA.0+94 PLACE WALL BOX II-- • 12"x 24"x 24' R&R CONCRETE 1-2"HOPE) I N JaQ q HEATH LN MALT.-25 SF wROK m 150'R.O.W.) RISE ON BLDG.W/ ^i�M•UUU• GALVANIZED STEEL PIPE CONCRETE PARKING °a IIIIIIIii--Ill 4? �I — _ __ _ — Y20W�- IIum..uu••u•.. Ym� Qffmi©-�Pm i�E���EN EXISTING BUILDING I „ 1 I ■■� EXISTING BUILDING a° I m I EXISTING BUILDING TRENCH DETAIL NOT TO SCALE TRENCH GROUND LINE II_II 11 11—r 1 III l ll�ll I=II 1-)—I—III—I I��j'��'�'�''�. (fjll l FM I I�t.' 116L L I'�I'IIII II WARNING TAPE BACKFILL TRENCH D. CUSHION SAND DEBRIS FREE MATERIAL TAMPER ACSE PECE S 0 TO98%PROCTOR PREPARED BY: ESTIMATED SHEET TOTALS NORTH PROJECT: ROBERTSON POOLS RISER DESCRIPTION QUANTITY DESCRIPTION QUANTITY D TRENCH ORE&&PLACE CONDUIT PLACE PEDEITE VAULT ���1�� POLE TO BUILDING TIME wARNER FI.1/.. BORE&PACE CONDUIT 94' PACE PEDESTAL .®�,/ �i YYYY DIRECTIONAL BORE PLACE 3'X 5'X 4'MANHOLE \�19► ADDRESS: 569 S COPPELL RD �C,�(1/O/ BORE&PLACE STEEL CASING PLACE 4'X 4'X 4'MANHOLE cry.STATE: COPPELL,TEXAS C A EI I- C C PULL THROUGH EXISTING CONDUIT PLACE U-GUARD RISER I R&R CONCRETE SIDEWALK AERIAL:OVERLASH SHEET HORIZONTAL SCALE VERTICAL SCALE JOB NUMBER: DATE: R&R CONCRETE PAVEMENT 50 SF AERIAL:NEW BUILD 2 OF 2 1"=40' 1"=10' DID-51294 07-16-2013