Level 3-PT19042222 April 2019
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019ADDRESS: 1225 LAKESHORE DR, COPPELL, TXPROJECT NAME: 1225 LAKESHORE DR, COPPELL, TX - Z3 (N477424)CLLI: CPPLTX22SITE LOCATIONCONFIDENTIAL/PROPRIETARYSHEET: OF 19CONTACTSSITE INDEX:1 - COVER SHEET2 - LEGEND3 - GENERAL NOTES4 - DETAILS - UNDERGROUND5 - OUTSIDE PLANT 16 - INSIDE PLANT 17 TIE-IN PHOTO8 - OSP & ISP SURVEY PHOTOS9 - RATE CARD TOTALSSCOPE OF WORK:1)Level 3 OSP Contractor to Direct Bore ~225', Trench ~20',Locate SOC, Rod & Rope ~175', and place HDPE Conduits~870' E/W (1) FOC ~225' & (1) Locate Wire ~390'.2)Level 3 ISP Contractor to place Plenum Conduit ~150' E/W FOC~225' to Proposed Level 3 FTP and place electrical service to two(2) Dedicated Twistlock Receptacles to FTP.CONSTRUCTIONLEVEL (3) COMMUNICATIONS:Tom Jensen - OSP/Operations Manager1950 N Stemmons Frwy Suite 6060Dallas TX 75207Office: 214/764-2517Mobile: 214/325-9574Tim Fitzmaurice - Project Manager1950 N Stemmons FrwyDallas, TX 75207Office: 214/764-2562Cell: 469/369-3486ENGINEERING CONTRACTOR:Byers EngineeringJason HarvardOSP/Design Engineer6285 Barfield RdAtlanta, GA 30328229/224-6370CONSTRUCTION CONTRACTOR:One Global TelcomChris Webb - Operations ManagerCell: 972/345-7564E-Mail:CWebb@OneGlobalTele.comEric Phillips - Construction ManagerOffice: 972/442-1970Cell: 214/208-9782E-Mail:EPhillips@OneGlobalTele.comBUILDING CONTACT:Randall G. Hubbard469/635-3400CUSTOMER CONTACT:Brian Cook949/293-1183E-Mail: BCook@kipamerica.com
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019IDLEVEL3HH-HANDHOLELEVEL3MH-MANHOLELEVEL3PB-PULLBOXLEVEL3VAULT-VAULTLEVEL 3MANUFACTURERNAME#F#F#F111111LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 29CONSTRUCTION
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019GENERAL NOTES:1. Contractor must obtain locates prior to disturbing the ground.2. Contractor must have a copy of the approved permit from the appropriate agency on the jobsite at all times.3. All cable will be placed at standard minimum depth. (Level 3 standard is 36” deep unless otherwise directed by aLevel 3 representative.)4. Any landscaping will be replaced to equal or better than that which existed prior to work.5. Project site will be properly secured prior to the end of each day.6. All work is to be in accordance with all authorities having jurisdiction in the work zone.7. Contractors are advised to contact Level 3 for any additional information or clarification concerning scope ofwork or the requirements necessary for project completion.8. Contractor is responsible to field verify all dimensions, quantities and existing conditions prior to construction. If asignificant change to the running line is needed, please contact your Level 3 representative before proceeding.9. Before construction begins, contractor shall take appropriate precautions to avoid any potential obstructionsprior to proceeding with work.10. No construction on private property will commence until approval is given by the appropriate Level 3employee.11. Contractor shall not proceed with work until they have received a Purchase Order and have been directed to doso by an authorized Level 3 representative.12. Contractor shall not exceed the Purchase Order value without authorization in writing from the appropriateLevel 3 representative.13.As-Builts will be required for each project including cable footage sequential's at every access point, slackloop, splice location, pole and termination point. Contractor should also provide notes of all changes in depths,running lines, mh/hh locations, and any other applicable notes to depict the work that took place. NOTE: All majorchanges need to be pre-approved by an authorized Level 3 employee prior to starting the work.SITE CONDITIONSThe actual location of existing conduit and cables may vary from the location shown. Repair of any damagedconduit containing cable shall be made by use of PVC split duct. The contractor shall enclose the existing cables inPVC.The locations of existing utilities shown in this plan are approximate. When work is to be conducted in the vicinity ofknown utilities, their actual location must be field verified to avoid conflicts or damage to those utilities. Variation inlocation between "recorded positions" and actual positions should be anticipated.It shall be the contractor's responsibility to verify the location of all underground utilities. Buried utilities may exist in thearea in addition to those shown on the plan. The contractor shall contact property owners when working within privateeasements for location of underground tanks, pipelines, drain tiles, or other buried improvements. The contractor shallalso notify the utility notification center prior to commencing any construction activities.The contractor must assume all buried utilities encountered are alive and active unless specifically instructedotherwise by the owners or operators of said utilities.Damage to sub-surface structures is the sole responsibility of the placing contractor.The contractor shall protect the existing traffic control loops. If existing traffic control loops are damaged duringconstruction, the entire loopwire from terminal shall be replaced in accordance with governing agency standards andregulations at contractor's expense.Removal of existing asphalt pavement, concrete curbs, and concrete sidewalks will be "neat line" with saw orpavement cutter , per requirements and specifications of the agency or department responsible for each location. Ifconcrete pavement is encountered while excavating conduit trenches, the concrete removal will be "neat line" with apavement saw.If concrete curb returns and/or sidewalks are replaced due to conduit or manhole installation, the contractor shallplace approved handicapped sidewalk and curb access ramps in conformance with State statutes.All materials necessary for repair or streets, curbs, sidewalks, sanitary sewers, storm sewers, and public serviceutilities and the installation of such materials shall be in conformance with the requirements and specifications of theagency or department responsible for the operation and maintenance of the repaired facility.All work shall conform to the specifications of the jurisdictional permit agency.All open trench will be clearly marked with barricaded or cones. Steel plates or other types of bridging shall beprovided to cover open trench in the travel portion of the streets. These plates or bridging shall be adequate to supportthe normal vehicle loads anticipate in this area and shall be in place during all non-working areas.All surfaces to be restored to original condition, and backfill to be compacted as specified. Trench excavation insurfaces which include concrete treated base shall follow local area specificationsHAZARDOUS MATERIALThe contractor shall notify the jurisdictional permit agency immediately if any material are encountered that areconsidered by the EPA, DEQ, or OSHA. If potentially hazardous materials are encountered the contractor shallsecure the site and prevent the accidental exposure by the public or the contractor's personnel.The contractor may excavate up to, but shall not disturb known hazardous materials such as asbestos, oils, acid,etc. The removal of all hazardous materials must be done by an approved or certified hazardous materialscontractor licensed by the state.A copy of all correspondence pertinent to the removal of hazardous materials shall be transmitted to owner and acopy shall be available at the project office and the job site.AERIAL NOTES·Aerial construction to be performed to industry acceptable standards.·All heights of cable placement will be recorded at the time of construction. Document all points of attachment.·6.6M strand will be used with standard 58" hardware.·All extension arms to be placed will be epoxy arms unless otherwise noted or approved by the inspector.·Bond strand to power MGN where applicable. Anchors to be used will be 34" screw in type.·All straps will be placed 4" before and after every supporting clamp at minimum of 21" apart.·P.O.A = Point of Attachment·Add missing grounds·Repair/Replace existing lashing wire if damagedCONSTRUCTION STAKESIn areas where the conduit alignment is not clearly defined by curb lines, fence lines, or other evidence of theright-of-way, the engineer will provide centerline stakes or paint marks where required to make the proposedconduit alignment evident.Closures identified in the plans shall be located by the contractor. Deviation from plan layout shall be approvedby the engineer prior to conduit and/or closure installation.Manhole centers will be field staked by the engineer when requested with offset stakes at right angles to theconduit alignment.If additional field staking or location of conduits, manholes, property lines, etc. becomes necessary, thecontractor is to notify the inspector or the engineer two working days prior to beginning the work.PERMITS-FRANCHISES-EASEMENTSPhysical work shall not be started until the governing agency inspector and the contractor are in possession ofand have carefully reviewed and fully understand all conditions and specifications set forth in the required permit,franchises, and/or easements.Placing foreman to have a copy of the permits/easements on site all timesAny conflict between work print specifications and specifications set forth under related permits, franchises,and/or easements must be cleared by proper company authority before progressing with work involved.TRAFFIC CONTROLThis project will involve working along a major arterial road and heavy traffic volume should be anticipated.Uniform traffic flow shall be maintained at all times. Only equipment and materials necessary for immediatelyscheduled or in progress will be maintained in the work area. All other equipment and material will be "stored orstockpiled" in such a manner as to eliminate hazardous conditions for traffic or pedestrians during non-workingor shut down period.Traffic warning devices and signs shall conform to the manual on uniform traffic control devices for streets andhighways (US Government Printing Office) and to the state highway division standard specifications for highwayconstruction. High level warning type devices are to be used at times and special warning devices may bestipulated by the jurisdictional permit agency at any time he use will add to the safety and protection of traffic orpedestrians in the construction area.All conduit trenching in paved areas shall be backfilled with crushed gravel or completely covered at thecompletion of each working day. Any backfilled trench shall be capped with a minimum layer of asphalticconcrete cold patch at the end of each working day.The contractor shall mark the conduit trench and define his construction area clearly with barricades, cones,and/or other visible methods that alert the public of the construction activity.A traffic control plan shall be prepared by the contractor as required and submitted to each permitting agencyrequesting such plan for review and approval or revision prior to commencing any construction activity for thisproject. The approved plan shall be submitted to the agency and a copy of the plan shall be kept at theconstruction site and must be available for review by agency representatives.SPECIAL UTILITY CLEARANCESAll work conducted adjacent to water mains shall conform to following conditions.A.Whenever possible conduit shall maintain a horizontal separation of 3', measured surface(outside edge to outside edge) from parallel water mains.B.Whenever possible conduit shall pass under existing water mains and must maintain 12"vertical clear separation. Conduit passing over water mains must also maintain the 12" verticalseparation.C.The contractor shall be responsible for establishing and maintaining this required verticalseparation by either exposing the water main every 100 feet in those areas where horizontalseparation is less 3 feet or by utilizing the depths of adjacent water valves. If the contractorutilizes the adjacent water to determine water main depth, he shall contact the agency at eachsuch location and the agency will determine the necessary depth of the top of the conduit atthat point.D. The vertical and horizontal separation shall be maintained at all times unless specificallyrevised by agreement between the jurisdictional permit agency and the agency. Any specificdeviation in vertical and horizontal separation from those described shall be reported to theowner by the contractor. The contractor shall be responsible for maintaining vertical andhorizontal separation at all times and shall be responsible for any and all encroachmentsE.Clearances to storm sewers and sanitary sewers shall be exactly the same as those to watermains.STRUCTURE PROTECTIONManholes and conduit to be placed adjacent to existing structures such as bridge, bridgefooting/piers foundations, walls, power and telephone poles, and other utilities shall maintain aminimum clearance as shown. The contractorshall not undermine any adjacent structure without specific written permission from theowner/operator of such structure.Shoring used as foundation support shall be designed specifically for both the live and dead loadsof the structure or if only the dead is used for design. The contractor shall provide a detailed layoutand plan of the method of establishing and maintaining the design load conditions (i.e. roaddetours, tiebacks,etc).See utility clearance section notes for clearance criteria to parallel or cross utilities.Existing utilities exposed during excavation shall be 100% supported by either trench bridging andsuspension or by the use of longitudinal trays or platforms vertically supports by adjustable buildingjacks.Existing splice cases and cables shall be supported by suspension from a crossing beam.Supports shall be placed at a maximum spacing of 4 feet and shall consist of a canvas sling withnylon belting or rope. All cable supports shall be placed in a manner that prevents kinks or otherdamage to the cable sheath.An acceptable alternative to cable slings would be the utilization of a wide flange "I" beam orchannel as a "cable tray" with cables/cases banded in place.SHORINGThe contractor shall provide shoring for conduit trench excavation 42" or more in depth asmeasured from the high side of the trench and for all manhole excavation.Manhole shoring shall be tight-sheetedAll shoring shall conform to the standards and specifications of local county and the occupationalsafety health administration.The contractor shall provide all shoring and design calculations to the permit issuing agency priorto commencing any construction activity.GENERAL NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 39CONSTRUCTION
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019CONFIDENTIAL/PROPRIETARYSHEET: OF 49DETAILS - UNDERGROUNDCONSTRUCTION
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019LAKESHORE DR
35 MPH/CONCRETEHANDHOLELEVEL3HANDHOLELEVEL3
0+00 EXISTING GTE HANDHOLE0+08 STREET LIGHT0+00 EXISTING LEVEL 3 HANDHOLE0+72 EOP1+23 EOP2+25 PROPOSED LEVEL 3 HANDHOLE2+16 EOP1+71 EOPT2+45 PROPOSED SOC INTERCEPT WITH SPLIT "Y"4+00 SOC STUB UP3+90 BUILDING ENTRANCE
10'80'40'OSP CONSTRUCTION NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 59CONSTRUCTIONPage Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantityTotal Material Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantity#SYMBOL CORRESPONDS TO PHOTO LOCATIONSAND ORIENTATION. SEE SHEET 8.131211987610624F1123(3) 1 1
2" HDPE CONDUITS45
54MUST MAINTAIN 36" CLEARANCE FROM WATER,SAN SEWER & STORMAND VERTICALSEWER LINES HORIZONTALALL EXISTING UTILITIES MUSTBE POTHOLED AND DEPTHDOCUMENTED ON PRINTSOR CEASE AT LOCATIONUNTIL UTILITIES AREDOCUMENTED24F321324567
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019CONSTRUCTION NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 69Page Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantityTotal Material Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantityCONSTRUCTION#SYMBOL CORRESPONDS TO PHOTO LOCATIONS ANDORIENTATION. SEE SHEET 8.34521PARTIAL FLOOR PLAN123VERIZONTELCOM ROOMHALLWAY
SERVER ROOMELEC454+00 SOC STUB UP12F24F812F4+20 FTP #1
87667
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019CONFIDENTIAL/PROPRIETARYSHEET: OF 79CONSTRUCTIONTIE-IN PHOTO
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019CONFIDENTIAL/PROPRIETARYSHEET: OF 89CONSTRUCTION1OUTSIDE PLANT SURVEY PHOTOSINSIDE PLANT SURVEY PHOTOS245678910311121314
DRAWING NAME:LEVEL 3 ENGINEER:ENGINEERING FIRM:PROJECT NUMBER:LOCATION:1225 Lakeshore Dr 04-12-2019 CON.dwgNO.123TIM FITZMAURICEBYERS ENGINEERINGN4774241225 LAKESHORE DRCOPPELL, TX 75019CONFIDENTIAL/PROPRIETARYSHEET: OF 99CONSTRUCTIONTotal Material Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantityTotal Inside Plant (ISP) Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantityTotal Underground Rate CardUnit Code & DescriptionUnitsEstimatedQuantityActualQuantity