The URL can be used to link to this page

Level 3-PT260325A copy of the approved permit must be on the job site at all times Page 1 of 5RIGHT-OF-WAY USE PERMIT APPLICATION Rev.08/2020 Permit Valid for 120 Days From Date of Approval All activity authorized by this permit shall be in accordance with CHAPTER 283 of the Texas Local Government Code and the City of Coppell Public Rights-of-Way Management ordinance No. 2001-944 Date of Submittal:__________________ Applicant’s Job # / Work Order #_____________________ Project Name / Location and Address:__________________________________________________ Permit Fee: $100.00 (No fee for applications submitted on behalf of Utility Companies with a current Public Rights-of-Way Management Ordinance Registration). S.P.C.O.A. Certificate # ____________________ Utility Company Information: Oncor Electric Delivery Atmos Energy Frontier Spectrum Level 3 Other:________________________________________________________ Utility Company Representative:____________________________________________________ E-mail Address:__________________________________Telephone:______________________ Contractor Information: General Contractor:______________________________________________________________ General Contractor Representative:_________________________________________________ E-mail Address:__________________________________Telephone:______________________ Project Information: General Description of Proposed Construction (Attach Plan & Profile, See Page 5 for Example): Estimated Start Date:_______________ Estimated Completion Date:_________________ Has 811 and/or utility companies been contacted 48 hours prior to locate existing utilities? Yes No If No, state reason:_________________________________________________ Is removal of existing streets, alleys or sidewalks necessary? Yes No If YES, repair must have a City inspection prior to completion. Call 972-304-3679. Is closure of any traffic lanes or driveway approaches necessary? Yes No If YES, a traffic control plan in accordance with TMUTCD standards must be submitted, and the following departments must be notified of the location and duration of the closure: Police Department, 972-304-3600 Fire Department, 972-304-3512 Street Department, 972-462-5150 Engineering Department, 972-304-3679 Traffic lane closures are allowed from 9:30 a.m until 3:30 p.m. ONLY unless otherwise approved by the City Engineer. --Work activity is permitted from 7:00 a.m. until 7:00 p.m., Monday through Friday only.-- Right of Way Use Permit Application Page 2 of 5 This application, with signatures of Utility and Contractor representatives, must be submitted to the Engineering Department for approval prior to commencing work. Printing your name and date on this form indicates your acceptance of the terms and conditions of this application. 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. ________________________________________ ___________________________________ Signature of Utility Company Representative Date ________________________________________ ___________________________________ Signature of Contractor Representative Date ________________________________________ ___________________________________ APPROVED City Representative Date DENIED Comments: E-mail address to return completed permit:__________________________________________________ Submit permit application by e-mail to engineer@coppelltx.gov, or deliver application to the Engineering Department, Town Center Business Park, 265 E Parkway Blvd, Coppell, TX 75019 SUMMARY OF REQUIREMENTS FOR WORK WITHIN THE CITY OF COPPELL RIGHTS-OF-WAY OR EASEMENTS 1.A copy of the valid approved City of Coppell permit is required on the project site at all times. 2.Property owners (commercial and residential) adjacent to the project must be notified of the project timeline and provided contractor names and phone numbers. No access to private property without prior coordination with property owner. 3.Proper erosion control measures must be taken, in accordance with the Coppell Erosion Control Ordinance No. 91-514. 4.Follow Texas MUTCD standards for work in traffic zones. Lane closures require the use of a flashing arrow board for advance warning. 5.Grading shall be restored or improved, and sod replaced when necessary. Right of Way Use Permit Application Page 3 of 5 6.Irrigation repairs must be performed in a timely manner. 7.Follow OSHA trench safety guidelines at all times. 8.Repair existing utilities that are damaged, including but not limited to: Clean-outs, water valves, wastewater manholes, water lines, wastewater lines and storm sewer lines. 9. Density tests may be required, at applicant’s expense, in trench lines (ASTM). 10.Protection and repair of traffic control devices and signage is the responsibility of the contractor. 11.No work is to be done in collector roadways before 9:30 a.m. or after 3:30 p.m. 12.Prior request of work activity on weekends and holidays must be submitted in writing. 13.Utility line locates must be performed in advance of construction by calling 811 or logging on to the Texas811 Portal at: http://www.texas811.org. Additional utility contacts are as follows: COPPELL PUBLIC WORKS - OPERATIONS COPPELL PUBLIC WORKS - ENGINEERING 972-304-3679 DENTON COUNTY LEVEE DISTRICT 972-315-5019 T.C.E.Q. Region 4 817-588-5800 IRVING WATER UTILITIES 972-721-2281 ATMOS ENERGY 888-286-6700 EXPLORER PIPELINE 918-493-5100 ONCOR ELECTRIC DELIVERY 888-313-6862 972-462-5150 HOMEOWNER ASSOCIATIONS Planning Department: H.O.A. List F.E.M.A. 940-898-5399 DALLAS WATER UTILITIES 214-670-5111 AT&T 800-924-9420 COSERV Gas & Electric 940-321-7800 FRONTIER COMMUNICATIONS 800-584-3384 SPECTRUM CABLE 833-780-1880 14. Debris must be removed from work area daily and disposed of properly outside the City. 15.Streets, sidewalks and alleys must be kept clear of construction materials and debris. 16.“Clean-up” requires returning work area to pre-construction condition or better. Right of Way Use Permit Application Page 4 of 5 Contact Coppell Public Works Operations at 972/462-5150 to schedule an inspection with Utility and Streets personnel to verify that your project has been completed to City of Coppell specifications. Failure to schedule verification inspection may delay future projects. Franchise Utility Name:___________________________________________________________ Project Location or Address:_______________________________________________________ Sub-contractor Company Name:____________________________________________________ 24 hr. Contact Number:____________________________________________________________ Date of Verification Appointment:_________________________ Time:____________________ -INFORMATION BELOW TO BE COMPLETED BY CITY OF COPPELL PUBLIC WORKS PERSONNEL- Inspected by:_________________ of Utilities Maintenance Division on _______________ and found to be acceptable, not acceptable because:___________________________ Follow-up needed? No Yes, follow-up scheduled for:__________________________ Inspected by:__________________ of Streets Maintenance Division on _______________ and found to be acceptable, not acceptable because:___________________________ Follow-up needed? No Yes, follow-up scheduled for:__________________________ A copy of this completed notice can be e-mailed to the Coppell Public Works Operations Division, or delivered to the address below: City of Coppell Public Works Department, Operations Division 816 S. Coppell Road Coppell, TX 75019 COMPLETION VERIFICATION NOTICE © 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS © 2025 TMAP MOBILITY Earthstar Geographics SIO Map data (c) OpenStreetMap contributors, Microsoft, Facebook, Google, Esri Community Maps contributors, Map layer by Esri Powered by Esri © 2025 Microsoft Corporation © 2025 TomTom © 2025 Zenrin MAP LINE LEGEND PULL THRU EXISTING EXISTING NETWORK PROPOSED BURIED CABLE PROPOSED AERIAL CABLEA CONTACTS LEVEL (3) COMMUNICATIONS: JEFF SECULES P: 903-975-2748 E: jeff.secules@lumen.com ENGINEER: STALCUP & ASSOCIATES, LLC ERIK BAKER P: 903-357-3282 E: ebaker@stalcupassociates.com DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2001 Know what's below. before you dig.Call R ADDRESS: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 PROJECT NAME: P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS VICINITY MAP ZIP CODE: 75019SITE LOCATION MAP NOT TO SCALE LOCATION MAP ZIP CODE: 75019 SCOPE OF WORK: PROJECT DESCRIPTION: SITE INDEX 1 - COVER SHEET/SITE LOCATION 2 - LEGEND 3 - GENERAL NOTES 1 4 - GENERAL NOTES 2 5 - 17 CONSTRUCTION SHEETS 18 - CONSTRUCTION DETAILS/TYPICALS 19 - TYPICAL HANDHOLE DETAILS 20 - RAKE OFF TABLES -DIR. BORE APPROX. 60 LF 2-1.25" HDPE TRENCH & PLACE APPROX. 22 FL 2-1.25" HPDE PULL APPROX. 82 LF OF 1-24 CT FOR THRU NEW CONDUIT (NOT INCL. SLACK COIL) -PLACE 30X48X36 LEVEL(3)/TWT HH (1) -PLACE 36X60X48 LEVEL(3)/TWT HH (4) -EXPOSE & RELOCATE 152 LF EXIST. LEVEL(3)/CTL CONDUIT -EXPOSE & LOWER 678 LF EXIST. LEVEL(3)/TWT CONDUIT -EXPOSE & RELOCATE 77 LF EXIST. LEVEL(3)/TWT CONDUIT -EXPOSE & RELOCATE (10) LEVEL(3)/TWT HH TO NEW GRADE -REMOVE EXIST. LEVEL(3)/TWT HH (4) -REPOSITION EXIST. SLACK COIL FROM EXIST LEVEL(3)/TWT HH STA. 23+48W TO 23+42E, STA. 30+83W TO 30+83E, STA. 47+92W TO 47+88E, 71+55 TO 71+46 FOR SPLICE POINT NOTE: NIGHT OF SPLICE CUT 24F AT HH 62+44S (EXIST. SPLICE), PULL BACK TO STA. 62+22N THEN PULL THROUGH NEW DUCT AND NEW HH UP TO HH STA. 62+44S FOR RE-SPLICE CLLI CODE: PA NUMBER: ADDRESS: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 CITY:COPPELL STATE:TX ZIP CODE:75019 WILTEL/TENANT: AUTHORITY SITE CONTACT:N/A OFFICE PHONE NUMBER:N/A ENTRY TYPE:N/A EQUIPMENT TYPE:N/A ROOM:N/A FIBER INSTALLATION:1-24F CONDUIT INSTALLATION: 2-1.25" HDPE LOCATION 02 STA 14+48 LOCATION 03 STA 14+48W TO 14+58E LOCATION 04 STA 17+67 TO 18+07 LOCATION 05 STA 23+38 TO 23+55 LOCATION 07 STA 30+75 TO 30+83 LOCATION 06 STA 24+10 TO 24+57 LOCATION 08 STA 34+27 LOCATION 09 STA 34+43 LOCATION 10 STA 37+67LOCATION 11 STA 47+81 TO 47+98 LOCATION 12 STA 34+27 LOCATION 13 STA 62+44S TO 62+44N LOCATION 14 STA 66+20 TO 66+60 LOCATION 15 STA 69+05 TO 69+45 LOCATION 16 STA 70+76 TO 71+36 LOCATION 18 STA 71+06 TO 71+76 LOCATION 19 STA 73+29 LOCATION 20 STA 77+08 LOCATION 21 STA 85+39 TO 86+00 LOCATION 22 STA 87+21 TO 87+81 LOCATION 23 STA 88+60 TO 89+20 LOCATION 24 STA 98+34 TO 99+04 LOCATION 17 STA 71+36 TO 71+60 LOCATION 01 STA 3+68 TO 5+20 LEGEND SS RCP ID LEVEL(3) HH- HANDHOLE LEVEL(3) MH- MANHOLE LEVEL(3) PB- PULLBOX LEVEL(3) VAULT- VAULT LEVEL 3 MANUFACTURER NAME 1 1 1 1 1 1 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE SHEET # FOR SITE PHOTOGRAPHS. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2002 D/L A A #F #F #F DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2003 GENERAL NOTES 1GENERAL CONSTRUCTION NOTES 1.ALL WORK TO BE DONE WITH EXTREME CAUTION AROUND FIBER OPTIC CABLE CARRYING TRAFFIC. SIGNIFICANT COST AND PENALTIES TO THE CONTRACTOR WILL RESULT FROM SERVICE INTERRUPTION DUE TO CONTRACTOR'S NEGLIGENCE. 2.ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENTAL AGENCY, LEVEL (3) COMMUNICATION, OR RIGHT-OF-WAY GRANTOR. 3.LOCATION OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD VALUATION MAPS OR OTHER DRAWINGS, AND MAY NOT BE AS SHOWN OR DEPICTED ON THESE DRAWINGS. 4.UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE NOT NECESSARILY EXACT; THEREFORE, UTILITY LOCATION WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING OR PLOWING SO THAT ANY CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS. 5.ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWING. ANY AND ALL OTHER ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR IF DAMAGED. 6.ANY AND ALL IMPROVEMENTS, SUCH AS, ASPHALT, OR CONCRETE PAVEMENT, CURBS, GUTTERS, WALKS, DRAINAGE DITCHES, EMBANKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7.EQUIPMENT TYPES SPECIFIED HEREIN (IE: BACKHOE, SWAMP PLOW, ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS. 8.GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. 9.ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL AND REGULATORY AGENCIES, INCLUDING BUT LIMITED TO OSHA, ETC. 10.THE CONTRACTOR SHALL CONTACT (IF APPLICABLE) THE ADJACENT PROPERTY OWNERS A MINIMUM OF 24 HOURS IN ADVANCE OF CONSTRUCTION AT THE WORK SITE. 11.ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS TO START. DEVICES NO LONGER REQUIRED SHALL BE REMOVE AS SOON AS POSSIBLE. 12.PEDESTRIAN TRAFFIC AREAS MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY NOT BE REROUTED ONTO PRIVATE PROPERTY. 13.NO EQUIPMENT OR MATERIALS SHALL BE STORED OR PERMITTED TO STAND UNPROTECTED WHERE TRAFFIC IS MAINTAINED. 14.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING NON-WORKING PERIODS. 15.NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 16.EXCAVATION MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY. ALL SPILLED MATERIAL IS TO BE PICKED UP IMMEDIATELY. 17.EXISTING SIGNS, DELINEATORS, GUARDRAILS, MARKERS, TREES, SHRUBS, FENCES, WALKS, STEPS, ETC. THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE, AND/OR OTHER AGENCY HAVING AUTHORITY/JURISDICTION. 18.CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT BE REMOVE. 19.MINIMUM 12 INCH CLEARANCE FROM ALL STRUCTURES UNDERGROUND. 20.IN THE EVENT OF ANY DRIVEWAYS, ANY REQUIRED REMOVAL AND REPLACEMENT, THE MINIMUM THICKNESS OF REPLACEMENT CONCRETE SHALL BE 6 INCHES. DRIVEWAYS WILL BE REPLACED WITH LIKE KIND. 21.CONTRACTOR/VENDOR IS REQUIRED TO HAVE A COPY OF THE ASSOCIATED PERMITS AND A SET OF THE WORK PRINTS ON THE JOB SITE AT ALL TIMES. 22.PROJECT SITE WILL BE SECURED PRIOR TO THE END OF EACH WORK DAY, ALL OPEN TRENCHES MUST BE FENCED OR BACKFILLED AND A GENERAL CLEANUP OF THE JOB SITE MUST BE COMPLETED DAILY. 23.NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL APPROVAL IS GIVEN BY THE APPROPRIATE BUILDING/LANDOWNER. 24.CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION FROM THE APPROPRIATE LEVEL 3 REPRESENTATIVE, ANY WORK IDENTIFIED AND DEEMED NECESSARY WILL BE ADDRESSED AS A CHANGE REQUEST, ONCE APPROVED THE VENDOR CAN PROCEED AND WILL MAKE THE CHANGE TO THE SOW. 25.NO WORK COMPLETED WILL BE ACCEPTED FOR PAYMENT UNLESS IT IS PART OF INITIAL BID OR A CHANGE ORDER HAS BEEN ACCEPTED BY LEVEL 3. 26.CONTRACTOR/VENDOR IS REQUIRED TO BE CERTIFIED TO WORK IN ALL AREAS ASSOCIATED WITH ASSIGNED PROJECT. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2004 GENERAL NOTES 2 PLACED FACILITIES 1.THE LOCATIONS OF ALL PLACED FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. 2.THE CONTRACTOR SHALL CALL AEP TEXAS @ 800-344-8377 A MINIMUM OF 44 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3.WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18” !!WARNING!! OVERHEAD ELECTRIC OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MAR THOSE LINES SINCE THEY ARE CLEARLY VISIBLE; BUT THE CONTRACTOR SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. TEXAS LAS, SECTION 752; HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LICE OVERHEAD HIGH-VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. GENERAL CONSTRUCTION NOTES 1.WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING ARE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE DOCUMENTS “ STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES” “ ” “” CONTRACTOR NOTE 1.THE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM AVAILABLE PUBLIC CITY INFORMATION. ALL INFORMATION CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IN NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND PIPELINES, CONDUITS AND STRUCTURES BY CONTACTING OWNERS OF UNDERGROUND UTILITIES OR BY EXCAVATING IN ADVANCE OF CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES WHEN AND WHERE THEY FALL IN THE PATH OF CONSTRUCTION. 3.THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING TEXAS ONE-CALL @ 800-545-6005 48 FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. 4.ALL PLACED FACILITIES SHALL MAINTAIN 24” DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 204A GENERAL NOTES 2 PLACED FACILITIES 1.THE LOCATIONS OF ALL PLACED FACILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. 2.THE CONTRACTOR SHALL CALL AEP PSO OKLAHOMA @ 888-216-3523 A MINIMUM OF 44 HOURS PRIOR TO CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED. 3.WHEN EXCAVATING WITHIN EIGHTEEN INCHES (18” !!WARNING!! OVERHEAD ELECTRIC OVERHEAD LINES MAY EXIST ON THE PROPERTY. WE HAVE NOT ATTEMPTED TO MAR THOSE LINES SINCE THEY ARE CLEARLY VISIBLE; BUT THE CONTRACTOR SHOULD LOCATE THEM PRIOR TO BEGINNING ANY CONSTRUCTION. OKLAHOMA LAS, SECTION 752; HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR THINGS MAY COME WITHIN SIX (6) FEET OF LICE OVERHEAD HIGH-VOLTAGE LINES. PARTIES RESPONSIBLE FOR THE WORK, INCLUDING CONTRACTORS, ARE LEGALLY RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES BOTH CRIMINAL AND CIVIL LIABILITY. GENERAL CONSTRUCTION NOTES 1.WASTEWATER COLLECTION SYSTEMS, WATER LINES, STORM DRAINAGE AND STREET PAVING ARE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE DOCUMENTS “ STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES” “ ” “” CONTRACTOR NOTE 1.THE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM AVAILABLE PUBLIC CITY INFORMATION. ALL INFORMATION CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IN NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND PIPELINES, CONDUITS AND STRUCTURES BY CONTACTING OWNERS OF UNDERGROUND UTILITIES OR BY EXCAVATING IN ADVANCE OF CONSTRUCTION. 2.THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES WHEN AND WHERE THEY FALL IN THE PATH OF CONSTRUCTION. 3.THE CONTRACTOR IS ALSO RESPONSIBLE FOR CONTACTING OKLAHOMA ONE-CALL @800-522-6543 48 FORTY-EIGHT (48) HOURS PRIOR TO ANY CONSTRUCTION. 4.ALL PLACED FACILITIES SHALL MAINTAIN 24” P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH STLT STLTBOCBOC GMBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC E E E E EEEE E E E T T T T T T T T T T T T T T TTTTTT T T T T T T TGG G G G G G G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCSS SS SS SSSSSSSSSSSSSSSSBOCBOCBOC R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BOC BOC BOC BOC BOC BOC BOC BOC ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGNSIGN SIGN TP TP FH WV SIGN TP TP TP TP TS PB TSPB WVT WVT WVT WM WV WV WV WV WV WV WV WV WV WV WV WV WVWM WM WM WM WM WM WM 3+00 4+00 5+00 6+00 7+00 STA. 3+68 BEG. EXPOSE & RELOCATE EXIST. LEVEL(3)/CTL CONDUIT GPS LAT: 32.972384° LONG: -97.024732° STA. 5+20 END EXPOSE & RELOCATE EXIST. LEVEL(3)/CTL CONDUIT GPS LAT: 32.971967° LONG: -97.024747° 1 STA 3+68 TO 5+20 EXPOSE & RELOCATE (152') EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC STA 3+68 TO 5+20 NEW LOCATION (152') OF EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC 8'3'2'2'4'6'16'2'1'D/W 132'EXIST. LEVEL(3)/CTL NETWORK EXIST. LEVEL(3)/CTL NETWORK D/WD/W106'MH MH MH MH MH MH MH MH MH MH MH MH MH APPROX. 234 FT TO SANDY LAKE RD 132'W W W W W W W CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2005 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 5A 1 LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK STA. 3+68 TO 5+20 540 530 520 510 500 490 PROFILE EAST SIDE OF ROYAL LN LOOKING EAST 3+00 4+00 5+00 6+00 540 530 520 510 500 490 EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/LC/L PROP. INLETEDGE OF PROP. D/WEDGE OF PROP. D/WD/W EDGE OF EXIST. D/WEDGE OF EXIST. D/WSTA 3+68BEG. EXPOSE & RELOCATEEXIST. LEVEL(3)/CTL CONDUITSTA 5+20END. EXPOSE & RELOCATEEXIST. LEVEL(3)/CTL CONDUITEXIST. WATER X-ING24" MIN.CLR.60" MIN.DEPTH48" MIN.DEPTH48" MIN.DEPTH48" MIN.DEPTHSTA 3+68 TO 5+20 EXPOSE & RELOCATE (152') EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC 60" MIN.DEPTHSTA 3+68 TO 5+20 NEW LOCATION (152') OF EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC54" MIN.DEPTHCONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 205A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELE C FH FH STLT STLT BOC BOC BOC BOC BOC BO C BOC BOC BOC BOCBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC E E E E E E E E E E T T T T T T T T T T T T T T T T T T T T G G G G G G G GG G G G G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FO C FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC BOC BOC SS SS SS SS SS SS SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGN STLT STLT STLT TS PB TS PB WVT WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WV WM 14+00 15+00 16+00 17+00 18+00 HH HH ETF STA 14+48W EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE BEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.969418° LONG: -97.025088° STA 14+43E EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.969430° LONG: -97.024755° STA 14+48W TO 14+58E EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 3-1.25" HDPE E/W 1-48 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA. 14+58E END EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.969389° LONG: -97.024915° STA. 17+67 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.968545° LONG: -97.024993° STA. 18+07 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.968438° LONG: -97.025016° STA 17+67 TO 18+07 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE 1 2 3 4 EXIST. LEVEL(3)/TWT NETWORK 103'102'EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORKD/WD/WMH MH MH MH MH MH MH MH MH10' U.E.5' U.EW W W W W W W W APPROX. 203 FT FROM NORTHPOINT DR APPROX. 1308 FT TO SANDY LAKE RD CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2006 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 6A 2 LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 3 4 STA. 14+48W TO 14+58E STA. 17+67 TO 18+07 Where does the existing conduit go from here, typ? PROFILE CROSSING OF ROYAL LN LOOKING NORTH 540 530 520 510 500 490 540 530 520 510 500 490 STA 14+48WEXIST LEVEL(3)/TWT HH TO BE EXPOSE &RELOCATE TO NEW GRADEBEG.LOWER THE EXIST. LEVEL(3)/TWT CONDUITPROP. 27" RCP X-INGSTA 14+58EEND EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUIT84" MIN.DEPTH93" MIN.DEPTHSTA 14+48W TO 14+58E EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 3-1.25" HDPE E/W 1-48 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 14+48W TO 14+58E NEW LOCATION OF EXIST. LEVEL(3)/TWT 3-1.25" HDPE E/W 1-48 CT FOC TO BE LOWER 93" MIN. DEPTH FROM NEW GRADE24" MIN.CLR.PROFILE MIDDLE OF ROYAL LN LOOKING EAST 17+00 18+00STA 17+67BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 18+07END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITPROP. 18" RCP X-ING (LAT #B9)STA 14+43EEXIST LEVEL(3)/TWT HH TO BE EXPOSE& RELOCATE TO NEW GRADE24" MIN.CLR.84" MIN.DEPTH93" MIN.DEPTHEXIST. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L PROFILE EAST SIDE OF ROYAL LN LOOKING EAST STA 17+67 TO 18+07 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 17+67 TO 18+07 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 14+43E EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.969430° LONG: -97.024755° STA 14+43E EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE R ONE-CALL: 1-800-245-4545 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 206A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH STLT STLT STLT BOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOC BOCBOC BOCFHBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC E E E E E E E E E ETT T T T T T T T T T T T T T T T T T T T T T T T TGGGGG G GFOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC SSSS SS SS SS SS SS SS SS R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W FOC ROYAL LN TFSIGSIGN SIGN SIGNTS PB TSPB TSPBWVTWV WV WV WV WV WV WM WM WM WM 22+00 23+00 24+00 25+00 26+00 PROP.36"X60"X48"LEVEL(3)/TWT HHSTA 23+48 REMOVE EXIST LEVEL(3)/TWT HH RELOCATE SPLICE CASE TO NEW HH REPOSITION SLACK COIL TO NEW HH GPS LAT: 32.967165° LONG: -97.025872° STA 23+42 PLACE 36"X60"X48" LEVEL(3)/TWT HH RELOCATE SPLICE CASE FROM EXIST HH AT STA. 23+48 REPOSITION EXIST. SLACK COIL FROM EXIST. HH GPS: LAT: 32.967165° LONG: -97.025845° STA 23+38 TO 23+55 NEW LOCATION (17') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC STA. 23+38 BEG. EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.967186° LONG: -97.025850° STA. 23+55 END EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.967147° LONG: -97.025884° 3 2 4 STA. 24+10 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.967024° LONG: -97.025989° STA. 24+51 END EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.966933° LONG: -97.026069° STA 24+10 TO 24+51 EXPOSE & LOWER (41') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 108" MIN. DEPTH FROM NEW GRADE 1 STA 23+42 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.967083° LONG: -97.025710° 5 100'EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK 100'D/WD/WMH MH MH MHMH MH MH MH MH MH W W W W W W W APPROX. 292 FT TO NORTHPOINT DR APPROX. 950 FT FROM GATEVIEWNORTH PO INT DR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2007 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 7A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 2 3 4 5 STA. 23+38 TO 23+55 STA. 24+10 TO 24+51 540 530 520 510 500 490 PROFILE MIDDLE OF ROYAL LN LOOKING EAST 540 530 520 510 500 490 23+00 24+00STA. 23+38BEG. EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA. 23+42PLACE 36"X60"X48" LEVEL(3)/TWT HHRELOCATE SPLICE CASE FROM EXIST HH AT STA.23+48REPOSITION EXIST. SLACK COIL FROM EXIST. HHSTA. 23+48REMOVE EXIST LEVEL(3)/TWT HHRELOCATE SPLICE CASE TO NEW HHREPOSITION SLACK COIL TO NEW HHBEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUITSTA. 23+55END EXPOSE & RELOCATEEXIST LEVEL(3)/TWT CONDUIT24+00 25+00STA 24+10BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 24+51END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITPROP. 18" RCP X-INGSTA 23+38 TO 23+55 NEW LOCATION (17') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC STA 24+10 TO 24+51 EXPOSE & LOWER (41') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 108" MIN. DEPTH FROM NEW GRADE STA 24+10 TO 24+51 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 108" MIN. DEPTH FROM NEW GRADE 24" MIN.CLR.108" MIN.DEPTH111" MIN.DEPTHEXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L STA 23+42EXIST LEVEL(3)/TWT HH TO BE EXPOSE& RELOCATE TO NEW GRADEPROFILE EAST SIDE OF ROYAL LN LOOKING EAST PROFILE MIDDLE OF ROYAL LN LOOKING EAST STA 23+42 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.967083° LONG: -97.025710° STA 23+42 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE R ONE-CALL: 1-800-245-4545 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 207A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC STLT STLT STLT BOC BOC BOCBOC BO C BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOC BOC BOC BOC BOC BOC BOC WEEE E E E E E E E E E T T T T T T T T FOCFOCFOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCG G G G G G G W W W W WWSSSS SS SS SS SS SS SS R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGN SIGN TS PB TS PB TSPB TSPB TS PB TS PB WVT WV WV WV WV WV WV WV WV WM WM WM WM 30+00 31+00 32+00 33+00 34+00PROP.36"X60"X48"LEVEL(3)/TWT HHFOC STA 30+83 PLACE 36"X60"X48" LEVEL(3)/TWT HH RELOCATE SPLICE CASE FROM EXIST HH AT STA. 30+83W REPOSITION EXIST. SLACK COIL FROM EXIST. HH GPS LAT: 32.965287° LONG: -97.026670° STA 30+83W REMOVE EXIST LEVEL(3)/TWT HH RELOCATE SPLICE CASE TO NEW HH REPOSITION SLACK COIL TO NEW HH GPS LAT: 32.965287° LONG: -97.026693° STA 23+38 TO 23+55 NEW LOCATION (19') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC STA. 30+75 BEG. EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.965310° LONG: -97.026692° STA. 30+94 END EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.965257° LONG: -97.026694° 1 2 3 4 STA 34+27 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.964343° LONG: -97.026801° STA 34+43 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.964297° LONG: -97.026516° 5 EXIST. LEVEL(3)/TWT NETWORK100'115'GATEVIEWD/WD/WMH MH MH MH MH MH MH MH MH MH MH W W W W W W W15' U.E.33' WATEREASEMENTEXIST. LEVEL(3)/TWT NETWORK 15' U.E.20' EASEMENT45'EASEMENTAPPROX. 1200 FT FROM CREEKVIEW DR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2008 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 8A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 2 3 4 STA. 23+38 TO 23+55 5 540 530 520 510 500 490 PROFILE MIDDLE OF ROYAL LN LOOKING EAST 30+00 540 530 520 510 500 49031+00 EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L STA. 30+75BEG. EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA. 30+83PLACE 36"X60"X48" LEVEL(3)/TWT HHRELOCATE SPLICE CASE FROM EXISTHH AT STA. 30+83WREPOSITION EXIST. SLACK COIL FROM EXIST. HHSTA. 30+83WREMOVE EXIST LEVEL(3)/TWT HHRELOCATE SPLICE CASE TO NEW HHREPOSITION SLACK COIL TO NEW HHBEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUITSTA. 30+94END EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA 23+38 TO 23+55 NEW LOCATION (19') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC 34+00 34+00 35+00STA 34+27EXIST LEVEL(3)/TWT HH TO BE EXPOSE &RELOCATE TO NEW GRADE35+00STA 34+43EXIST LUMEN HH TO BE EXPOSE & RELOCATE TONEW GRADEPROFILE EAST SIDE OF ROYAL LN LOOKING EAST PROFILE WEST SIDE OF IROYAL LN LOOKING EAST STA 34+43 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.964297° LONG: -97.026516° STA 34+43 EXIST. LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE STA 34+27 EXIST. LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.964343° LONG: -97.026801° STA 34+27 EXIST. LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE EXIST. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L R ONE-CALL: 1-800-245-4545 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 208A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH STLT STLT SSSSSSSSBOCBOC BOCBOCBOCBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC E E E E E E E E E E TTTT T T T T T T T T T T GGFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCGGGGGG GWW SS SS SS SS SS SS SS R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ROYAL LN SIGN SIGNSIGN SIGN STLT STLT STLT STLT TSPB TS PB TS PB TSPB TS PB WVT WVT WV WV WV WV WV WM WM WM 36+00 37+00 38+00 39+00 40+00 STA 37+67 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.963406° LONG: -97.026520° 1 100'100'D/WD/WMH MH MH MH W W W W W W W APPROX. 1682 FT TO NORTHPOINT DR 15'EASEMENT10' EASEMENT 15'EASEMENT100'20' SE W E R EASEM E N T CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2009 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 9A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 P-ELE C P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH FH FH STLT STLT BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOCBOC BOC BOC BOC BOC E E E E E E E E E E T T T T T T TTT T T T T T G G G G G G G FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC SS SS SS SS SS SS SS R/W R/W R/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W BOC BOC BOC BOC ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGN TSPB TS PB TS PB WVT WVT WV WV WV WV WV W V WM 55+00 56+00 57+00 58+00 59+00 STA 57+31 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.958338° LONG: -97.025418° 1100'100'D/WD/WD/WMH MH MH MH MH MH MH MH MH W W W W W W W15'EASEMENT15'EASEMENTAPPROX. 1031 FT TO CREEKVIEW DR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2011 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 11A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 540 530 520 510 500 490 540 530 520 510 500 49037+00 PROFILE EAST SIDE OF ROYAL LN LOOKING EAST 38+00STA 37+67EXIST LUMEN HH TO BE EXPOSE &RELOCATE TO NEW GRADESTA 37+67 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.963406° LONG: -97.026520° STA 37+67 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L R ONE-CALL: 1-800-245-4545 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 209A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH STLT STLT BOC BOC BOC FHBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOC BOC BOC BOC BOC BOC E E E E E E E E E E T T T T T TTTT TT T T T T T T T T T T T T T GGG G G G G G G FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC SSSSSSWWWWWSS SS SS SS SS SS SS BOCR/W R/W R/W R/W R/W R/WR/WR/W R/W R/W R/W R/W R/W R/W ROYAL LNCREEKVIEW DRSIGNSIGNSIGN SIGNSIGN SIGN SIGN SIGN STLT SIGN SIGN TS PB TS PB TSPB TS PB TS PB WVT WV WV WV WV WV WV WV WV WV 46+00 47+00 48+00 49+00 50+00 PROP.36"X60"X48"LEVEL(3)/TWT HHSTA 47+88 PLACE 36"X60"X48" LEVEL(3)/TWT HH RELOCATE SPLICE CASE FROM EXIST HH AT STA. 47+92 REPOSITION EXIST. SLACK COIL FROM EXIST. HH GPS LAT: 32.960600° LONG: -97.026736° STA 47+92 REMOVE EXIST LEVEL(3)/TWT HH RELOCATE SPLICE CASE TO NEW HH REPOSITION SLACK COIL TO NEW HH BEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.960590° LONG: -97.026756° STA 47+81 TO 47+98 NEW LOCATION (17') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC STA. 47+81 BEG. EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.960622° LONG: -97.026755° STA. 47+98 END EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.960574° LONG: -97.026758° 1 2 3 EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK 100'100'MH MHMH MH MH MH MH MH MH W W W W W W W15'EASEMENT15'EASEMENT15'EASEMENTCONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2010 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 10A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 2 3 STA. 47+81 TO 47+98 540 530 520 510 500 490 540 530 520 510 500 49047+00 PROFILE MIDDLE OF ROYAL LN LOOKING EAST 48+00STA. 47+81BEG. EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA. 47+88PLACE 36"X60"X48" LEVEL(3)/TWT HHRELOCATE SPLICE CASE FROMEXIST HH AT STA. 47+92REPOSITION EXIST. SLACK COIL FROM EXIST. HHSTA. 47+92REMOVE EXIST LEVEL(3)/TWT HHRELOCATE SPLICE CASE TO NEW HHREPOSITION SLACK COIL TO NEW HHBEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUITSTA. 47+98END EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA 47+81 TO 47+98 NEW LOCATION (17') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC STA 47+92 REMOVE EXIST LEVEL(3)/TWT HH RELOCATE SPLICE CASE TO NEW HH REPOSITION SLACK COIL TO NEW HH BEG. LOWER THE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.960590° LONG: -97.026756° STA 47+88 PLACE 36"X60"X48" LEVEL(3)/TWT HH RELOCATE SPLICE CASE FROM EXIST HH AT STA. 47+92 REPOSITION EXIST. SLACK COIL FROM EXIST. HH GPS LAT: 32.960600° LONG: -97.026736° EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2010A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 540 530 520 510 500 490 540 530 520 510 500 490 PROFILE EAST SIDE OF ROYAL LN LOOKING EAST 57+00 58+00STA 57+31EXIST LEVEL(3)/TWT HH TO BE EXPOSE &RELOCATE TO NEW GRADEEXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L STA 57+31 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.958338° LONG: -97.025418° STA 57+31 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2011A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH FH STL T STLT STL T B O C BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOCBOC BOC BOC BOC BOC BOC BOC BOC B O C BOC R/W R/W R/W R/W R/W E E E E E E E E E T T T T T T T T T T T G G G GG G GFOC FOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC SSSS SS SS SS SS SS SSWSS R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WFOC FOC FOC FOC BOC BOC ROYAL LN SIGN SIGN SIGN SIGN STLT TS PB TS PB TS PB WVT WVT WVT WVT WV W V WV WV WV WV WV WV WV WV WV WM WM WMWM WM WM WM WM WMWMWM WM WM 60+00 61+00 62+00 63+00 64+00 FVT PROP.30"X48"X36"LEVEL(3)STA 62+44N TO 62+22N TRENCH (22') 2-1.25" HDPE E/W 1-24 CT FOC STA 62+44N PLACE 30"X48"X36" LEVEL(3)/TWT HH PLACE 100' SLACK COIL REPOSITION EXIST. SPLICE CASE TO EXIST. HH AT STA 62+44S FROM EXIST. HH AT STA. 62+44N GPS LAT: 32.957875° LONG: -97.023831° STA 62+44S EXPOSE EXIST. LEVEL(3)/TWT HH TO CUT EXIST. CABLE AND PULL BACK TO PROP. HH AT STA. 62+44N ADJUST HH TO NEW GRADE EXIST./ RE-USE SPLICE GPS LAT: 32.957727° LONG: 97.023921° 1 2 STA 62+22N EXPOSE & INTERCEPT EXIST. CONDUIT GPS LAT: 32.957904° LONG: -97.023886° 3 5 6 47 STA 62+44S TO 62+44N DIR. BORE (60') 2-1.25" HDPE E/W EXIST. 1-24 CT FOC4'11'EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK D/WD/WMH MH MH MH MH MH MH W W W W W W W100'15'EASEMENTAPPROX. 1544 FT TO CREEKVIEW DR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2012 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 12A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 2 3 4 5 6 7 NOTE: NIGHT OF SPLICE CUT 24F AT HH 62+44S (EXIST. SPLICE), PULL BACK TO STA. 62+22N THEN PULL THROUGH NEW DUCT AND NEW HH UP TO HH STA. 62+44S FOR RE-SPLICE 540 530 520 510 500 490 540 530 520 510 500 490 PROFILE CROSSING OF ROYAL LN LOOKING EAST STA. 62+44NPLACE 30"X48"X36" LEVEL(3)/TWT HHPLACE 100' SLACK COILREPOSITION EXIST. SPLICE CASE FROMEXIST. HH AT STA. 62+44NSTA. 62+44SEXPOSE EXIST. LEVEL(3)/TWT HH TO CUT EXIST.CABLE AND PULL BACK TO PROP. HH AT STA. 62+44NFOR SPLICING(NIGHT OF SPLICE)ROYAL LN EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L EXIST. SEWER X-INGEXIST. WATER X-ING24" MIN.CLR.24" MIN.CLR.60" MIN.DEPTH90" MIN.DEPTH62+00 63+00 PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/LSTA. 62+22EXPOSE & INTERCEPT EXIST. CONDUITSTA. 62+44NPLACE 30"X48"X36" LEVEL(3)/TWT HHPLACE 100' SLACK COILREPOSITION EXIST. SPLICE CASE FROMEXIST. HH AT STA. 62+44NSTA 62+44N TO 62+22N TRENCH (22') 2-1.25" HDPE E/W 1-24 CT FOC STA 62+44S TO 62+44N DIR. BORE (60') 2-1.25" HDPE E/W EXIST. 1-24 CT FOC 48" MIN.DEPTHPROFILE NORTH SIDE OF ROYAL LN LOOKING NORTH CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2012A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELE C FH FH STLT STLT BOCBOC BOC BOC BOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC R/W R/W R/W R/W R/W R/W R/W E E E E E E E E T T T T T T T T T T TT T T T T T T GG G G G G G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC SS SS SS SS SS SSR/WR/W R/W R/W R/W R/W R/W FOC FOC FOC FOC FOC FOC SIGN SIGN SIGN SIGN SIGN SIGN SIGN SIGN STLT SIGN TSPB WVT WV WV WVWV WV WV WV WMWM WM WM WM WM 66+00 67+00 68+00 69+00 STA. 66+20 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.957094° LONG: -97.022966° STA. 66+60 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.957011° LONG: -97.022883° STA 66+20 TO 66+60 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE STA. 69+05 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.956450° LONG: -97.022464° STA. 69+45 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.956351° LONG: -97.022411° STA 69+05 TO 69+45 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE ROYAL LN 1 2 EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK 100'100'D/WD/WD/WMH MH MH MH MH MH MH MH MH W W W W W W W APPROX. 500 FT TO BETHEL RD APPROX. 1921 FT TO CREEKVIEW DR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2013 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 13A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 2 STA. 66+20 TO 66+60 STA. 69+05 TO 69+45 540 530 520 510 500 490 PROFILE MIDDLE OF ROYAL LN LOOKING EAST 66+00 67+00 68+00 69+00 70+00 540 530 520 510 500 490 PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L STA 66+60END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 66+20BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITPROP. 18" RCP X-ING12" WATER X-ING24" MIN.CLR.24" MIN.CLR.96" MIN.DEPTH99" MIN.DEPTHSTA 66+20 TO 66+60 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE STA 66+20 TO 66+60 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE STA 69+05BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 69+45END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITPROP. 18" RCP X-INGSTA 69+05 TO 69+45 EXPOSE & LOWER (40') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE STA 69+05 TO 69+45 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 96" MIN. DEPTH FROM NEW GRADE24" MIN.CLR.96" MIN.DEPTH98" MIN.DEPTHEXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2013A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH STLT STLT BOCBOCBOC BOC BOC BOC BOC BOCFHBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BO C BOCBOC B O C R/W R/W R/W R/W E E E E EEEEEEE EEE E E E E E TTTT TT T T TT TT T T T T T T T T T GGG G G G G FOCFOCFOCFOCFOCFOCFOC FOC FOC FOC FOC FOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOCFOC FOC FOCFOCFOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOC FOC FOC FOC FOC FOC FO C FOCFOCSS SS SS SS SS SSWWW R/W R/W R/WR/WR/W R/W R/W R/W R/W R/WFOC ROYAL LN BETHEL RDTFSIGTFSIGTFSIGTFSIGSIGN SIGN SIGN SIGN SIGN SIGN SIGN STLT TS PB TS PB TS PB TS PB TS PB TS PB TSPB TSPBTSPBTSPBTSPBTSPBTSPB WV WV WV WV WV WV 71+00 72+00 73+00 74+00 75+00 HH STA. 70+76 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.956015° LONG: -97.022270° STA. 71+36 BEG. EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.955857° LONG: -97.022222° STA 70+76 TO 71+36 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA. 72+53 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.955560° LONG: -97.021996° STA. 73+29 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE END. EXPOSE & LOWER EXIST. LEVEL(3)/CTL CONDUIT GPS LAT: 32.955338° LONG: -97.021959° STA 72+53 TO 73+29 EXPOSE & LOWER (76') EXIST. LEVEL(3)/TWT 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE 1 6 7 STA. 71+06 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.956030° LONG: -97.022062° STA. 71+76 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.955820° LONG: -97.022011° STA 71+06 TO 71+76 EXPOSE & LOWER (70') EXIST. LEVEL(3)/TWT 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE 5 100'100'EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK EXIST. LEVEL(3)/TWT NETWORK MH MH MHMH MH MH MH MH MH MH W W W W W9'EASEMENT6'EASEMENTSTLT STLT STLT STLT 2 STA 71+55 EXIST LEVEL(3)/TWT HH TO RELOCATE TO STA. 71+46 GPS LAT: 32.955798° LONG: -97.022213° STA. 71+60 END. EXPOSE & RELOCATE EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.955772° LONG: -97.022211° STA 71+46 PLACE 36"X60"X48" LEVEL(3)/TWT HH RELOCATE SPLICE CASE FROM EXIST HH AT STA. 71+55 REPOSITION EXIST. SLACK COIL FROM EXIST. HH GPS LAT: 32.955826° LONG: -97.022203° STA 71+36 TO 71+60 NEW LOCATION (24') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC 3 4 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2014 R ONE-CALL: 1-800-245-4545 SEE PROFILE ON SHEET 14B LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 5 6 7 2 STA. 70+76 TO 71+60 STA. 71+06 TO 71+76 STA. 72+53 TO 73+29 SEE PROFILE ON SHEET 14A Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity 3 4 PROFILE MIDDLE OF ROYAL LN LOOKING EAST 70+00 71+00 540 530 520 510 500 490 540 530 520 510 500 490 STA 70+76BEG. EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITPROP. 18" RCP X-INGSTA 71+36END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUIT24" MIN.CLR.96" MIN.DEPTH108" MIN.DEPTHSTA 70+76 TO 71+36 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L STA 70+76 TO 71+36 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 71+46PLACE 36"X60"X48" LEVEL(3)/TWT HHRELOCATE SPLICE CASE FROMEXIST HH AT STA. 71+55REPOSITION EXIST. SLACK COIL FROM EXIST. HHSTA 71+60END EXPOSE & RELOCATEEXIST. LEVEL(3)/TWT CONDUITSTA 71+55 EXIST LEVEL(3)/TWT HH TO RELOCATE TO STA. 71+46 GPS LAT: 32.955798° LONG: -97.022213° 72+00STA 70+55EXIST. LEVEL(3)/TWT HH TO RELOCATETO STA. 71+46STA 71+36 TO 71+60 NEW LOCATION (24') OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2014A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 71+00 72+00STA 71+06BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 71+76END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUIT24" MIN.CLR.PROP. INLET 84" MIN.DEPTH90" MIN.DEPTHSTA 71+06 TO 71+76 EXPOSE & LOWER (70') EXIST. LEVEL(3)/TWT 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 71+06 TO 71+76 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE PROFILE EAST SIDE OF ROYAL LN LOOKING EAST 540 530 520 510 500 490 540 530 520 510 500 490 PROFILE EAST SIDE OF ROYAL LN LOOKING EAST 72+00 73+00 74+00STA 72+53BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 73+29EXIST CTL HH TO BE EXPOSE &RELOCATE TO NEW GRADEEND EXPOSE & LOWEREXIST. LEVEL(3)/CTL CONDUITPROP. INLET 24" MIN.CLR.84" MIN.DEPTH86" MIN.DEPTHSTA 72+53 TO 73+29 EXPOSE & LOWER (76') EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 72+53 TO 73+29 NEW LOCATION OF EXIST. LEVEL(3)/CTL 2-2" HDPE E/W 1-288 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 73+29 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.955338° LONG: -97.021959° STA 73+29 EXIST LUMEN HH TO BE EXPOSE & RELOCATE TO NEW GRADE EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2014B UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC P-ELEC FH FH STLT STLT STLTBOCBOCBOCBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC +++++++++++++++++BOC BOC BOC BOC BOC BOC BOC T T T T T T T G G G G G G G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC W W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ROYAL LN SIGN SIGN TS PB WV WV 76+00 77+00 78+00 79+00 80+00 STA 77+08 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.954297° LONG: -97.022316° 3121'110'MH MH MH MH APPROX. 226 FT TO BETHEL RD SEE PROFILE ON SHEET 15A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2015 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 540 530 520 510 500 490 540 530 520 510 500 490 PROFILE WEST SIDE OF ROYAL LN LOOKING EAST 77+00 78+00STA 77+08EXIST LEVEL(3)/TWT HH TO BE EXPOSE& RELOCATE TO NEW GRADESTA 77+08 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE GPS LAT: 32.954297° LONG: -97.022316° STA 77+08 EXIST LEVEL(3)/TWT HH TO BE EXPOSE & RELOCATE TO NEW GRADE EXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2015A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 P-ELEC P-ELEC FH FH STLT STLT STLT++++++++++++++++++++++EOPEOP EOPD/L D/L D/L D/L D/L D/L BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOCBOC BOC BOC BOC BOC BOC BOC BOC BOC EOP EOP EO P EOP T T T T T TG G G G G G FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC W W W W W W W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGN WV WV WV WV WV 85+00 86+00 87+00 88+00 89+00 90+00 STA. 85+39 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.952013° LONG: -97.022342° STA. 86+00 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.951845° LONG: -97.022344°STA 85+39 TO 86+00 EXPOSE & LOWER (61') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA. 87+21 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.951512° LONG: -97.022348° STA. 87+81 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.951348° LONG: -97.022350° STA 87+21 TO 87+81 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA. 88+60 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.951130° LONG: -97.022350° STA. 89+20 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.950965° LONG: -97.022356° STA 88+60 TO 89+20 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE 1 2 3 EXIST. LEVEL(3)/TWT NETWORK 110'2'110'2'D/WD/W D/ W APPROX. 155 FT TO COUNTY LINE RD APPROX. 1057 FT TO BETHEL RD SEE PROFILE ON SHEET 16A LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2016 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 2 3 STA. 85+39 TO 86+00 STA. 87+21 TO 87+81 STA. 88+60 TO 89+20 540 530 520 510 500 490 PROFILE WEST SIDE OF ROYAL LN LOOKING EAST 85+00 540 530 520 510 500 490 86+00 87+00 88+00 89+00STA 85+39BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 86+00END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 87+81END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 87+21BEG. EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 88+60END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 89+20END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITEXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/L PROP. 24" RCP X-INGEXIST. GRADE @ EXIST. R/L PROP. GRADE @ EXIST. R/LPROP. 24" RCP X-INGPROP. 24" RCP X-ING24" MIN.CLR.24" MIN.CLR.24" MIN.CLR.84" MIN.DEPTH84" MIN.DEPTH84" MIN.DEPTH99" MIN.DEPTH99" MIN.DEPTH99" MIN.DEPTHSTA 85+39 TO 86+00 EXPOSE & LOWER (61') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 87+21 TO 87+81 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 87+21 TO 87+81 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 88+60 TO 89+20 EXPOSE & LOWER (60') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 88+60 TO 89+20 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2016A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 STLT STLT STLT +++++++++++++++++BOC BOC BOC BOCBOCBOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC BOC FH ++++++++++++++++++++++FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOCFOCFOCFOCFOC FOC FOC FOC FOC W W W W W W WSSR/WR/WR/WR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ROYAL LN SIGN SIGN SIGN SIGN SIGN SIGN TS PB WVT WV WV WV WV 97+00 98+00 99+00 100+00 101+00 102+00 STA. 98+34 BEG. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.948451° LONG: -97.022063° STA. 99+04 END. EXPOSE & LOWER EXIST. LEVEL(3)/TWT CONDUIT GPS LAT: 32.948258° LONG: -97.022070° STA 98+34 TO 99+04 EXPOSE & LOWER (70') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE 1 110'10'10'11'110'D/WMH FH APPROX. 158 FT TO ST. LOUIS & SOUTHWESTERN R/R APPROX. 543 FT TO I-635 WBFR CONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. NO BOUNDARY SURVEY OR PROPERTY LINE SURVEY WAS ESTABLISHED BY STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO ACCURATELY VERIFY RIGHT OF WAY AND PROPERTY LINES PRIOR TO CONSTRUCTION. DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2017 Page Rate Card Unit Code & Description Units Estimated Quantity Actual Quantity R ONE-CALL: 1-800-245-4545 LEGEND EXIST. R/W PROP. ROAD IMPROVEMENTS LIMITS EXIST U/G CONDUIT E/W FIBER TO BE EXPOSE, LOWER, & RELOCATE EXIST. U/G TO NEW LOCATION PROP. R/W R/W R/W EXIST U/G NETWORK 1 SEE PROFILE ON SHEET 17A STA. 98+34 TO 99+04 Will the existing conduit needs to be lowered under the storm drain inlets? 540 530 520 510 500 PROFILE WEST SIDE OF ROYAL LN LOOKING EAST 97+00 98+00 99+00 550 540 530 520 510 500 550 STA 98+34END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITSTA 99+04END EXPOSE & LOWEREXIST. LEVEL(3)/TWT CONDUITEXIST. GRADE @ EXIST. R/L EXIST. GRADE @ EXIST. R/L PROP. INLET STA 98+34 TO 99+04 EXPOSE & LOWER (70') EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE STA 98+34 TO 99+04 NEW LOCATION OF EXIST. LEVEL(3)/TWT 2-1.25" HDPE E/W 1-72 CT FOC TO BE LOWER AT 84" MIN. DEPTH FROM NEW GRADE24" MIN.CLR.84" MIN.DEPTHCONSTRUCTION NOTESDALLAS COUNTY COPPELL, TX DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2017A UNDERGROUND UTILITI ES HAVE BEEN PLOTTED FROM AVAILAB LE RECORDS AND FIELD OBSERVATIONS BUT ARE NOT NECESSARILY EXACT. IT IS THE CONTRACTORS R E SP O NS I BI L I T Y T O F I E LD L OC A TE A LL U ND E RG R OU ND O BS T RU C TI O NS A ND U T I L I T I E S P R I O R T O C O N S T R U C T I O N . C O M P L E T E R E P A I R O F A N Y A N D A L L D A M A G E S I N C U R R E D S H A L L B E A T T H E E X P E N S E O F T H E C O N T R A C T O R . RIGHT OF WAY LINES WERE ESTABLISHED BY RESEARCH OF PUBLIC INFORMATION. N O B O U ND A R Y S U R VE Y O R P R O PE R T Y L I N E S U RV E Y W A S E ST A B L I S H E D B Y STALCUP & ASSOCIATES LLC.. RIGHT OF WAY BOUNDARY MUST BE FIELD VERIFIED B Y A RE GI S TE R ED P R OF ES SI O NA L L A ND SU RV EY O R T O AC C UR AT EL Y VE RI F Y R I G H T O F W A Y A N D P R O P E R T Y L I N E S P R I O R T O C O N S T R U C T I O N . R ONE-CALL: 1-800-245-4545 CONSTRUCTION NOTES CROSS SECTION OF PROPOSED HDPE PROPOSED FIBER OPTIC CABLE TYPICAL DETAIL CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND /OR HDPE's AS SPECIFIED "B" PLACE HDPE HDPE's, AS SPECIFIED & CONDUIT AS SPECIFIED FIBER OPTIC CABLE INNERDUCTS AND/OR E/W ANY NUMBER OF TYPICAL DETAIL EXISTING GRADE "A" BURIED CABLE MARKER TAPE VARIES SIDE EXPOSURE METHOD EXPOSE CONDUIT BY POTHOLE/ BURIED CABLE MARKER TAPE EXISTING GRADE MECHANICALLY EXCAVATE BY UTILIZING FLAT EDGE BACKHOE BUCKET OVER EXCAVATION MINIMUM SEPARATION BETWEEN MECHANICAL EXCAVATION AND EXISTING FIBER OPTIC FACILITIES COVER VARIES TYPICAL DETAIL 24" 12" CONDUIT AS SPECIFIED E/W ANY NUMBER OF INNERDUCTS AND/OR HDPE's, AS SPECIFIED & FIBER OPTIC CABLE NOTE: DETAIL SHALL ONLY APPLY FOR THE EXPOSURE OF ALL BURIED CONDUIT, WHICH SHALL INCLUDE HDPE CONDUIT SHALL BE POTHOLED BY HAND EXPOSURE METHOD AT INTERVALS NOT TO EXCEED 50' IN LENGTH TO VERIFY ACTUAL ENCASEMENT "C" 12" BELOW FINISHED GRADE CONSTRUCTION TYPICALS SHEET 48" 3" CORE BORE NOTE: EPOXY GROUT IS USED AT BOTH ENDS OF CORE BORE TO SEAL GAP BETWEEN 2.375" CONDUIT AND PVC SLEEVE. 1-2.375" O.D. HDPE EPOXIED INTO 3" DIAM. CORE BORE 1-2.375" O.D. HDPE 3" O.D. DIAMETER CORE BORE CONCRETE OR ROCK HEADWALL (WHERE OCCURS) TYPICAL DETAIL "D" DETAIL "E" SPLIT HANDHOLE SEE DETAIL "A-3" THIS SHEET NON-SKID SURFACE EMS MARKER 3M CAT #1411 (ONE SIDE ONLY) LOCK DOWN DEVICE AND DIRT SHIELD SEE DETAIL "A-1" THIS SHEET UNISTRUT CHANNEL SUPPORT BEAM 1.625''x1''x33'' (3 REQUIRED) 0.375" INSERT SEE DETAIL "A-4" THIS SHEET 3" REINFORCED RIB FIBERGLASS REINFORCED PLASTIC VAULT (FRP) REINFORCED POLYMER MORTAR FRAME (RPM) BONDED TO VAULT BY MANUFACTURER SEE DETAIL "A-2" THIS SHEET LOCKING BEAM (CENTER ONLY) LIFTING SLOT 4''x2'' WITH CENTER PIN TWO PIECE REINFORCED POLYMER MORTAR (RPM) COVER FOR 20,000 LBS. LOADING WEIGHT 30" 30" 60" EYE BOLTS TYPICAL - 4 PL O.A. (INSIDE DIMENSION) 1.25" FULL RAD (BOTH ENDS) 2.25" FULL RAD (BOTH ENDS) 1" FULL RAD (BOTH ENDS) WALLEYE CABLE RACK 1'' HOLES KNOCKOUT FOR GROUND ROD DRAIN HOLES 6''x6'' 0.50" OPENING (MAX) (TYP-4 PLACES) FRP VAULT BASE FRP VAULT FRP VAULT BASE MOUNTING BRACKET S.S. (304) (TYP-6 PL) 0.375"x2'' HEX BOLT (TYP-12 PL) 2" 1"1" 2" 4" 3"1.25" 2" DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2018 CONSTRUCTION NOTES DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2019 30"X48"X36" HANDHOLE CONSTRUCTION NOTES DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2019A 36"X60"X48" HANDHOLE CONSTRUCTION NOTESCLARIFICATION SUMMARY SHEET PROJECT SPECIFIC DRAWING NAME: LEVEL 3 ENGINEER: JEFF SECULES ENGINEERING FIRM: STALCUP & ASSOCIATES, LLC PROJECT NUMBER: P.282908 (P-515911) P.282908 (P-515911) COPPELL, TX SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635-PAVING & DRAINAGE IMPROVEMENTS.dwg NO. 0. 1. 2. CONFIDENTIAL/PROPRIETARY LOCATION: SOUTH ROYAL LN FROM W SANDY LAKE RD TO HWY 635 SHEET OF 2020 Unit Code & Description Units Estimated Quantity Actual Quantity UNDERGROUND RATE CARD