Loading...
HomeMy WebLinkAboutRES 21-241RESOLUTION NO. 21-241 BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the City Manager be and he is hereby authorized to execute a Public Right -of - Way Use Agreement with Uniti Fiber, of Little Rock, Arkansas, for the placement of 2,819 linear feet of fiber optic cable in the public right-of-way of Washington Boulevard, South 5th Street and Terrell Avenue with a fee in accordance with Chapter 283 of the Texas Local Government Code. The agreement is substantially in the form attached hereto as Exhibit "A" and made a part hereof for all purposes. The meeting at which this resolution was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 12th day of October, 2021. - Mayor Robin Mouton - DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 PUBLIC RIGHT-OF-WAY USE AGREEMENT THE STATE OF TEXAS § COUNTY OF JEFFERSON § WHEREAS, Uniti Fiber desires to use certain public right-of-way within the City of Beaumont for the purposes set forth below; and, WHEREAS, it is the position of the City of Beaumont that Uniti Fiber must obtain a license in order to use the public right-of-way; and, WHEREAS, the City Council of the City of Beaumont has determined that it is appropriate to make the following agreement with Uniti Fiber; and, NOW, THEREFOR; The City of Beaumont, hereinafter called "City" for and in consideration of the receipt of good and valuable consideration, as set out more fully herein, hereby agrees with Uniti Fiber that Uniti Fiber may lay, maintain, operate, replace or remove fiber optic and related appurtentant facilities used to provide telecommunications services, including dark fiber for the transportation of communications (the "system") in, on, under or across the streets, alleyways and easements situated in the City of Beaumont, Jefferson County, Texas, as more specifically set out in the permit drawings and subject to the following conditions: (a) The system shall be installed in such a manner as has been approved by the City Engineer and/or the Texas Department of Transportation, if applicable, so that the finished installation shall, in no way, interfere with the use of the public streets and alleys by the public. Permits shall be obtained by Uniti Fiber or Uniti Fiber contractor from the Public Works Department of the City prior to any installation, maintenance or removal requiring excavation. (b) The system shall be buried at a depth of no less than thirty (30) inches unless otherwise authorized by the City Engineer and/or the Texas 1 EXHIBIT "A" DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 Department of Transportation, if applicable. The system is to be installed a minimum of thirty-six inches (36") below the existing flow line of the adjacent drainage ditch, when crossing or placed in said ditch. Uniti Fiber will notify the Public Works Department of the City of Beaumont prior to installation of the system under this agreement, and shall obtain City permits at a cost not to exceed a one-time charge of Ten Dollars ($10) plus Five Dollars ($5) for each day of construction. (c) The installation and operation of the system shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, water lines, or other facilities. (d) The system shall be installed in such a manner as to provide a twelve (12) inch vertical clearance and a thirty-six (36) inch horizontal clearance with existing water or sanitary sewer lines. All excavations within the right-of-way shall be backfilled in accordance with City Standards. All surplus material shall be removed from the right- of-way. (f) Excavations necessary for the installation, repair or maintenance of the system shall be performed in such a manner as will cause the least inconvenience to the public and Uniti Fiber shall promptly restore to as good a condition as before and to the reasonable satisfaction of the City Engineer and/or the Texas Department of Transportation, all streets, alleys, or easements, excavated by it. (g) The system will be installed in accordance with the drawings approved by the City and to the specifications which set out the specific location, depth, method of construction, etc., of the installation. (h) Construction along roadways shall be performed in such a manner that excavated materials shall create the minimum hazard and obstruction. All property where operations are performed will be restored to original condition or better. The cost of any repairs to road surface, roadbed, structures or other right-of-way features- as a result of this installation will be borne by the owner of the system. (i) Any installation which takes place in, on, under, above, or across property which is not owned by the City or not a City easement or right-of-way shall require additional permission by the owner(s) of the property involved. Approval of this license agreement excludes permission to do any installation on property which is not owned by the City of Beaumont. 0) Barricades, warning signs, lights, and flagmen will be provided and 2 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E4OF9 installed in accordance with the Texas Manual of Uniform Traffic Control Devices (current edition) by Uniti Fiber contractor when, in the opinion of the City Engineers, such is necessary for the safe installation of the system. Uniti Fiber or its contractor will provide supervision of the work which is knowledgeable in the standards referred to above. Nothing herein is to be construed as prohibiting the use by Uniti Fiber or its contractor of additional barricades, warning signs and lights or flagmen as be necessary. In the event Uniti Fiber or its contractor does not comply with the barricading standards, the City Engineer may order Uniti Fiber and its contractor to stop work; but only until compliance is achieved. (k) City reserves the right to lay and to permit to be laid sewer, gas, water and other pipes and cables, and to do or permit to be done any municipal underground work that may be deemed to be necessary or proper by City in, across, along, or under any of the streets, alleys and easements, and to change any curb or sidewalk or the grade of any of said streets. In doing or permitting any such work, the City of Beaumont shall not be liable to Uniti Fiber for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Uniti Fiber rights to recover damages against any contractor or third party who may be responsible for damages to Uniti Fiber facilities. (1) If the City requires Uniti Fiber to remove, alter, change, adapt, or conform its facilities because of changes in the grade of a street or in the location or manner of constructing a water pipe, sewer pipe, or other underground or aboveground structure owned by the City, on alternative right-of-way provided by the City, Uniti Fiber shall make the alterations or changes as soon as practicable when ordered in writing by the City, without claim for reimbursement or damages against the City at no additional charge to Uniti Fiber. If these requirements impose a financial hardship on Uniti Fiber, Uniti Fiber shall have the right to present alternative proposals for the City's consideration. If the City requires Uniti Fiber to remove, alter, change, adapt or conform its facilities to enable any other corporation or person, except the City, to use, or to use with greater convenience, any public right-of-way, Uniti Fiber shall not be required to make any such changes until such other corporation or person shall have undertaken, with solvent bond, to reimburse Uniti Fiber for any loss and expense which will be caused by or arise out of such removal, alteration, change, adaptation or conformance of Uniti Fiber facilities; provided, however, the City shall never be liable for such reimbursements. (m) Uniti Fiber shall indemnify, save and hold harmless the City of Beaumont from any and all claims for injuries and damages to persons or property occasioned by or arising out of the installation, maintenance, operation, repair or removal of the system by Uniti Fiber, except to the extent arising DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 from the sole negligence, or wanton conduct or gross negligence of the City of Beaumont, its employees or agents. Neither party shall be liable to the other for any consequential, special, or indirect damage hereunder. (n) If the system or any part thereof installed by Uniti Fiber shall be in any respect damaged or injured by the City or any public entity in connection with any construction or maintenance of any public facility, Uniti Fiber shall not be entitled to prosecute or maintain a claim against the City or such public agency unless such damage is occasioned by the City or such public agencies wanton conduct or gross negligence. However, nothing contained in this paragraph shall prevent Uniti Fiber from prosecuting or maintaining a claim against a private contractor employed by the City or such entity. (o) Recovery by Uniti Fiber for damages that occur to Uniti Fiber facilities, as a result of an adjoining residential homeowner's attempt to construct improvements to his frontage shall be limited to actual damages only and no loss of revenue as damages. Any additional cost shall be borne by Uniti Fiber. (p) The system shall be maintained and operated in such a manner as to cause no damage to public facilities. Damage to public facilities occasioned by such maintenance and operation shall be at Uniti Fiber expense. Such damages shall be limited to actual damages and no loss of revenue damages. (q) Uniti Fiber contractors shall furnish the City with a certificate of insurance issued by an insurer acceptable to the City showing that the permittee has in force, and will maintain in force during the construction of the system, liability insurance of not less than $1,000,000 for any one accident and property damage insurance of not less than $1,000,000, or to applicable City insurance requirements, at the time of such construction. Such insurance shall be maintained in force during the life of the project and no modifications or change of insurance coverage and provisions shall be made without ten (10) days written advance notice to the City. (r) Uniti Fiber shall make payment to the City of Beaumont in accordance with Chapter 283 of the Texas Local Government Code. (s) Actual expenses of inspection incurred by the City in connection with maintenance of the system by Uniti Fiber (except as provided in Paragraph k) shall be reimbursed to the City by Uniti Fiber upon written request therefore, which shall include evidence of such costs. (t) Uniti Fiber agrees that it shall mark the location of its system within .19 DocuSign Envelope ID: DA7910E4-B7E9-44172-8F1A-BF3D9F7E40F9 seventy-two (72) hours after receipt of notification of proposed construction. Uniti Fiber maintains a toll -free telephone number to be called for location of the system. Should Uniti Fiber fail to locate the system for the City within seventy-two (72) hours of request duly acknowledged, Uniti Fiber shall pay a late charge of Five Hundred Dollars ($500) per day. In the event of a dispute concerning notice, Uniti Fiber audio tape of telephone messages shall provide proof of notification, which tapes will be made available upon request. Alternatively, notice may be shown by delivery of a certified letter to Uniti Fiber. (u) Uniti Fiber, at no cost to the City, shall keep in the City and make available upon request, complete "as built" drawings clearly showing locations and depth of all facilities. Such drawings shall be provided to the City within sixty (60) days after completion of the project. (v) This agreement may not be assigned by Uniti Fiber to any other company or legal entity without the prior written approval by the City of Beaumont's Public Works Director, except that Uniti Fiber may assign its rights and obligations under this agreement to Uniti Fiber's parent, subsidiary, affiliate or successor entity without such consent, so long as the parent, subsidiary, affiliate or successor. (1) assumes all obligations of Uniti Fiber under this agreement; and (2) is bound to the same extent as Uniti Fiber, and (3) the City is notified of the assignment within sixty (60) days and is famished a written document within which the assignee assumes all obligations under this license. Said consent by the City shall. not be unreasonably withheld. (w) Should any other company or legal entity, other than Uniti Fiber or Uniti Fiber's parent, subsidiary, affiliate or successor as authorized in section (v), use the system installed under this agreement under the rights granted herein without notification of the City of Beaumont's Public Works Director, such use shall be a violation of this agreement and Uniti Fiber will cease all use of the system and the City may take steps necessary to enforce a cancellation of this agreement, including removal of some portion or all of the system upon thirty (30) days written notice to Uniti Fiber, its subsidiaries, affiliates or successors. The City shall give Uniti Fiber written notice of any violation of this agreement. If Uniti Fiber fails to correct such violations within sixty (60) days of such notice, this agreement shall be immediately terminated upon said sixtieth day. Any notice to be given hereunder by either parry to the other may be affected either by personal delivery in writing or by registered or certified 5 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-SF3D9F7E40F9 mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Uniti Fiber Public Works Department Attn: _Robert Dixon PO Box 3827 Address: 10802 Executive Ctr Dr Suite 300 Beaumont, Texas 77704 City/State/Zip: Little Rock, AR 72211 (409) 880-3725 Phone/Email: robert.dixon@uniti.com NOTICE PURSUANT TO PARAGRAPH "S" SHALL BE GIVEN AS FOLLOW: The above -stated addresses may be changed to such addresses as the parties may from time to time designate by written notice. Commencement of work on the fiber optic system by Uniti Fiber after the date of this agreement shall be construed as evidence of Uniti Fiber acceptance and approval of the conditions above set forth. This agreement shall be governed by and construed in accordance with the laws of the State of Texas, including, but not limited to Chapter 283 of the Texas Government Code. This agreement embodies the entire agreement between the parties hereto and supersedes all prior agreements and understandings, if any, relating to the matters addressed herein. This agreement may be amended or supplemented only by a written instrument executed by both parties. {INTENTIONALLY LEFT BLANK; C DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents to be signed by its City Manager and the seal of the City to be herewith affixed by the City Clerk, this day of , 2021. ATTEST: City Clerk AL��4 —rTndd by: j� I I CITY OF BEAUMONT Kyle Hayes, City Manager UNITI FIBER Docuftnngedd by: Name. 3z1_ Title: President, Wholesale and Strategic Accounts 7 00000 .00. LJniti 0000 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE BEAUMONT LATERAL OPPORTUNITY # 209586 3250 WASHINGTON BLVD BEAUMONT, TX JEFFERSON COUNTY PERMIT DRAWINGS PERMIT ID: N/A FOR PERMITTING: 9/24/21 .2. ..... OF...... 21....I REFERENCE BEAUMONT LATERAL SHT. 01 COVER SHEET .PAT.: REVISION..BY TE , : F -;VIS«T.;„% SHT. 02 TABLE OF CONTENTS SHT. 03 LOCATION MAP ..................................... SHT. 04 BILL OF MATERIALS '".........................` SHT. 05 CONTACT SHEEP ................... SHT. 06 GENERAL CONSTRUCTION NOTES SHT. 07 SYMBOLS KEY SHT. 08 DIRECTIONAL BORE SHT. 09 2.5' x 5' x 2.5' HANDHOLE DETAILS SHT. 10 2' x 3' x 2' HANDHOLE DETAILS SHT. 11 HANDHOLE INSTALLATION DETAILS SHT. 12 HANDHOLE SLACK STORAGE DETAILS SHT. 13 CABLE GROUNDING INSTALLATION DETAILS • SHT. 14 TYPICAL AERIAL CONSTRUCTION DETAILS SHT. 15 TYPICAL AERIAL CONSTRUCTION DETAILS (CONT.) SHT. 16-21 OUTSIDE PLANT - PLAN & PROFILE & DETAILS DATE:9/24/21 DESIGN: MM DRAFTED: MM CHECKED: SCALE: 1:50 00* ..... Uniti ENGINEERING COMPANY: ANWEILER INCA 86QO 800 PARK MEADOWS DR SUITE LONE TR CO 80124 TEU no- 44-5577 VICINITY MAP CITY: BEAUMONT, TX COUNTY: JEFFERSON LATTITUDE: N 30.055753' LONGITUDE: W-94.122359° CONSTRUCTION NOTES: 1. OPEN CUT TRENCH 31' AND BORE 2,788' WITHIN RIGHT OF WAY AND INSTALL (X3) 1.25" HDPE CONDUIT AND PULL A 24FCABLE 2. PROPOSED (X3) 4'X4'X4' BOREPITS LOCATIONS AND (X5) 2'X3'X2' HANDHOLES PROPOSED UNDERGROUND: 2,819' FEET LEGEND GREEN = PROJECT AREA RED= UNDERGROUND CONSTRUCTION BLUE = AERIAL CONSTRUCTION MAGENTA = EXISTING DUCT 3...... oF...... z!....I REFERENCE BEAUMONT LATERAL DATE : REVISION BY ................................... 9/30%2.1. ,UF mar-�wm, m1EAKar, w1 . uu DATE: 9/24/21 DESIGN:MM DRAFTED: MM SCALE: 1:50 °Goa 00000 Uniti 000.0 ENGINEERING COMPANY: AANWEIIER ELECOM CONSULTING, INC. Ih PBARRK OO MEADOWS DR SIJLONE TREE W 80124 TEL: 720-344-5577 BOM BOM Beaumont Lateral ITEM DESCRIPTION U/M TOTAL Proposed UG FT 2819' Existing UG FT 0' 1.25" Conduit FT 8457' 4" Conduit FT 0' 24F Pull Through Conduit FT 2819' 24F Slackloop FT 300' 24F Total FT 3119' Mule Tape FT 2819' Splice Enclosure EA 1 HH 24x36x24 5 HH 36x60x36 0 MH Size Standard 0 BP Size 4x4x4 3 ?QUTE.............. .............. :XCHANGE ................................... SERVICE AREA SAP, REFERENCE .................. ... .'OMPANY................................ 'ROJECT BEAUMONT LATERAL . CO ................. SEC........... TM.............. RNG. ................. x: DATE: ,REVISION,,,,,,: BY B�JO/21; OF EDIT-A0 'R B twgLIT, n , kt DESIGN: MM DRAFTED: MM SCALE: 1:50 '' s as Uniti . 09 ,ANWEILER LECOM CONSULTING, INC. SUITE8800 ARK MEADOWS DR 00 LONE TREE, CO 80124 TEL. 72 344-5577 CONTACT SHEET SHEET 5 21 ......... ,... OF,...„ ...... ROUTE. ............................ ................ EXCHANGE ................................... SERVICE AREA UTILITY OWNER UTILITIES CITY GOVERNMENT MAP, j2EFER0CE UNITI 10802 EXECUTIVE CENTER DR. TEXAS ONE CALL SYSTEM 1-800-2454545 OR 811 CITY OF BEAUMONT REAL PROPERTY COORDINATOR COMPANY ......................... PROJECT BEAUMONT LATERAL BENTON BUILDING, SUITE 300 LITTLE ROCK, AR72211 (501 }850-0820 ATMOS ENERGY 6466TX-19 ATHENS, TX 75751 (903)670-3048 ENGINEERING DIVISION ANTOINETTE HARDY fiber.optics@BeaumontTexas.gov 801 MAIN STREET L Co,,,,,,,,,,,,,,, SEC,, , , , , , , , , , , , , T • • • • • • • • • . . ROBERT DIXON (727}543-4206 (888)286-6700 BEAUMONT, TEXAS 77701 RNG.............. (409)-880-3725 TAX: DATE : REVISION : BY ONCOR ELECTRIC DELIVERY ENGINEERING CONTRACTOR 1616 WOODALL RODGERS FWY STE 5E-003 DALLAS, TX 75202 COUNTY GOVERNMENT MTC ENGINEERING (888)313-6862 ... ................... 8600 PARK MEADOWS DR, SUITE 800 JEFFERSON COUNTY ................. •... • .. •... LONE TREE, CO 80124 WATER UTILITIES PROJECT MANAGER ENGINEERING DEPARTMENT .......�............................ (720}344-5577 BLAIN DISHMAN 1350 LANGHAM RD MICHELLE FALGOUT-COUNTY ENGINEER 1149 PEARL STREET, 5TH FLOOR MATTHEW MINUTI (630Y743-3639 BEAUMONT, TX 77707 BEAUMONT, TEXAS 77701 TRACI MONROE (720)-891-8374 (409)-785-3001 (409"35-8584 RAILROADS: TEXAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION CONTRACTOR BNSF RAILWAY BEAUMONT DISTRICT ENGINEER NOBLE RESOURCES CORPORATION 7102 NORTH 30TH ST. 2560 LOU MENK DR FORT WORTH, TX 76131 (800)-795-2673 CHAD BOHNE, P.E. 8350 EASTEX FWY BEAUMONT, TEXAS 77708 TAMPA, FL 33610 (813}241-6968 UNION PACIFIC RAILROAD 1400 DOUGLAS ST (409)-892-7311 OMAHA, NE 68179 (402)-544-5000 OR DATE:9/24/21 (888)-870-8777 DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE: 1:50 ease: . 06:. Uniti ENGINEERING COMPANY: MANWEILER ?TELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE Tfj F CO 80124 TEL' 720-344-55n SHEET ...... 6.....OF....... 1.... ROUTE............................. GENERAL CONSTRUCTION NOTES EXCHANGE......................... SERVICE AREA MAP, REFERENCE .................. GENERAL NOTES: CONSTRUCTION NOTES: COMPANY ......................... GENERAL NOTES SHALL APPLY TO ALL DRAWINGS 1. ALL CONDUIT HILL BE 4" ID SCHEDULE 40 (le. PVC OR ESP/GSP/EMT), MANUFACTURED SPLIT PROJECT BEAUMONT LATERAL Co PVC OR SPLIT BSP/GSP, UNLESS SPECIFIED OTHERWISE 1. ALL WORK TO BE DONE WITH EXTREME CAUTION AROUND FIBER OPTIC CABLE CARRYING TRAFFIC. SIGNIFICANT 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ..... • . • . • • • • , • , . COST AND PENALTIES TO THE CONTRACTOR WILL RESULT FROM SERVICE INTERRUPTION DUE TO CONTRACTOR'S 1-500-245-4545 TEXAS ACTIVITY. SEC.,.,.,.,,•,• NEGUGFNCE. 3. SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A. STANDARDS. 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPUCABLE CODES OR REQUIREMENTS OF 4. ALL BURIED CONDUIT/CABLE HILL BE PLACID AT 48' MINIMUM COVER PER. Tm+. • • • • • • • . • . • ANY REGULATING GOVERNMENTAL AGENCY, UNITI, OR THE RIGHT-OF-WAY- GRANTOR. 5. MECHANICAL PROTECTION MALL BE REQUIRED ANYTIME A 48' MINIMUM COVER IS RNG. 3. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD VALUA11ON MAPS UNOBTAINABLE SUBJECT TO APPROVAL """""••""' OR OTHER DRAWINGS AND MAY NOT BE AS SHOWN OR DEPICTED ON THESE DRAWINGS. 6. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION HILL BE A MINIMUM 48' RADIUS UNLESS DATE : REVISION BY 4. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVATIONS, BUT ARE SPECIFIED OTHERWISE ALL SPLIT CONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE NOT NECESSARILY EXACT. THEREFORE, UTILITY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE. """''".""""""""""'"" OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS 7. NETWORK SERVICES OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 5 mir-"m,erKour,wl,.• w, 5. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS WORKING DAYS PRIOR TO CONSTRUCTION. ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF 8. ALL STATIONING IS BASED ON AS -BUILT INFORMATION, THEREFORE SOME VARIANCE SHOULD BE '••"•' """"""""""''•""' DAMAGED. ANTICIPATED. ADJUST AS NEEDED. ....... :....................... : • • • . 5. ANY AND ALL IMPROVEMENTS, SUCH AS, ASPHALT OR CONCRETE PAVEMENT, CURBS GUTTERS, WALKS, 9. WHERE TRENCHING TECHNIQUES ARE USED THE MINIMUM DEPTH TO THE TOP OF CONDUIT HILL DRAINAGE DITCHES, EMBARKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO BE 42' UNLESS APPROVED BY THE PROJECT ENGINEER. •••••'••• ORIGINAL OR BETTER CONDITION. 10. WHENEVER DIRECTIONAL BORING IS UTILIZED TO INSTALL CONDUIT ALL EXCAVATIONS SHALL BE • . . . . ... • • • • • • • • • • • • • • • • • • • •'.• • • • • 7. EQUIPMENT TYPES SPECIFIED HEREIN (le: 'BACKHOE, 'SWAMP PLOW, ETC.) ARE SUGGESTIONS ONLY AND ARE BACKFILLED PER TXDOT SPECIFICATIONS. NOT INTENDED AS REQUIREMENTS. CONTRACTOR HILL BE NOTIFIED AS TO EXCEPTIONS. 11. VERIFICATION OF THE LOCATION OF ALL UTILITY CROSSING IS THE SUBCONTRACTOR'S & ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY, & LOCAL REGULATORY AGENCIES INCLUDING BUT RESPONSIBILITY. HAND DIG WHERE REQUIRED. ALL KNOWN UTILITIES MUST BE TEST PITTED. NOT LIMITED TO OSHA, TXDOT, ETC. 12. CONTACT TEXAS MISS UTILITY 72 HOURS IN ADVANCE OF CONSTRUCTION AT 1-BOO-DIG-TESS 9. THE CONTRACTOR SHALL CONTACT THE ADJACENT PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE FOR LOCATION OF BURIED UTILITIES. OF CONSTRUCTION AT THE WORK SITE. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL TXDOT TRAFFIC LOOPS LOCATED. 10. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER 14. CONFIRM WITH FIBERLIGHT, WITH TXDOT CORRESPONDENCE, THAT ALL TRAFFIC LOOP LOCATIONS REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE HAVE BEEN COORDINATED FOR MARKING. 11. PEDESTRIAN TRAFFIC AREAS MUST BE MAINTAINED AT ALL TIMES PEDESTRIANS MAY NOT BE REROUTED ONTO 15. AT THE END OF EACH WORK DAY CONDUIT CAPS WILL BE PLACED ON ALL VACANT DUCTS. PRIVATE PROPERTY OR INTO STREETS. 16. A MINIMUM BENDING RADIUS OF 24' FOR FIBER CABLE HILL BE ADHERED TO. 12. NO EQUIPMENT OR MATERIALS SHALL BE STORED OR PERMITTED TO STAND UNPROTECTED WHERE TRAFFIC IS 17. MAXIMUM CABLE INSTALLATION TENSION SHALL NOT EXCEED 600 POUNDS MAINTAINED. 13. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING NON -WORKING PERIODS 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND STORAGE OF ALL 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME SHRUBBERY TO BE REPLACED 19. RESTORATION OF THE CONSTRUCTION AREA TO ORIGINAL OR BETTER CONDITION SHALL BE THE 15. EXCAVATION MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY. ALL SPILLED MATERIAL WILL BE RESPONSIBILITY OF THE CONTRACTOR. REMOVED IMMEDIATELY. 18. EXISTING SIGNS, DELNEATORS, GUARDRAILS, MAKERS, TREES, SHRUBS, FENCES, WALKS, STEPS, ETC., THAT 20. PLACE 6' OF 3 / 4 CRUSHED ROCK IN THE BOTTOM OF THE PIT PRIOR TO PLACING THE ARE DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR HANDHOLE TO THE SATISFACTION OF THE INSPECTING ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE AND/OR ANY 21. ALWAYS HAND DIG WITHIN 2' OF UTILITIES OTHER AGENCY HAVING AUTHORITY/JURISDICTION. 22. PLACE A 100' COIL OF SLACK IN EACH HANDHCLE/MANHOLE� 17, CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT BE REMOVED. WRITTEN 73. EXCAVATE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE PERMISSION SHALL BE REQUIRED PRIOR TO TO ANY EXCAVATION IN THIS AREA 24. CONSTRUCTION MATERIALS AND STAGING AREAS ARE NOT PERMITTED WITHIN 25' BUFFER ZONE 18. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY, COUNTY, STATE SPECIFICATIONS AND OF WETLANDS, CREEKS, AND STREAMS. STANDARDS 25. THE CURB AND GUTTER IS NOT TO BE DISTURBED WITHOUT PRIOR APPROVAL DATE:9/24/21 19. ALL PERSONS WHO FLAG TRAFFIC ON STATE RIGHT-OF-WAY MUST BE CERTIFIED. 26. IN THE EVENT THAT IT IS NECESSARY TO REMOVE ANT PORTION OF THE CURB AND GUTTER IT 20. ALL SURFACE AND SUBSURFACE RESTORATION IS TO BE IDENTICAL TO THE ADJACENT UNDISTURBED AREAS. IS TO BE REPLACED SEAM TO SEAM IN A MATCHING CONFIGURATION TO THE ADJACENT CURB DESIGN:MM 21. THE CONTRACTOR(S) IS RESPONSIBLE FOR ANY UTILITY DAMAGES. WHEN ANY PERSON DAMAGES A UTILITY AND GUTTER. PERMIT FROM THE CITY OF JURISDICTION IS REQUIRED. DRAFTED:MM LINE OR PROTECTIVE COATING DURING EXCAVATION OR DEMOLITION THE CITY OF JURISDICTION AND THE 27. ALL WORK WILL ADHERE TO THE REQUIREMENTS SET FORTH IN THE LATEST TXDOT UTILITY AFFECTED UTILITY WALL BE NOTIFIED. 22. ON ALL WORK ASSOCIATED WITH TXDOT PROJECTS THE RESIDENT ADMINISTRATOR FOR TXDOT MUST BE POLICY. 28. CONSTRUCTION NOTES SHALL APPLY TO ALL DRAWINGS. CHECKED: NOTIFIED AT LEAST 48 HRS BEFORE STARTING WORK. 29. A MINIMUM DEPTH OF 48' OR GREATER IS REQUIRED AT ALL RIVER, CREEK AND/OR CROSSING. QA/QC: 23. CONTRACTOR IS RESPONSIBLE FOR ALL COMPACTING AND SEDIMENT CONTROL REGULATIONS. SCALE: 1:50 • THESE PLANS MEET OR EXCEED TXDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. •�•• • • see *see* •• NO HANDHOLES ARE TO BE PLACED WITHIN DITCHUNES. ENGINEERING COMPANY: 0F3.MANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE TRFFJ=. CO 60124 TEL• 720-344-5577 SHEET 7 OF 21 ................................... SYMBOLS KEY Raq� ............................. EXCHANGE PROP TRENCH FIBER ® ELECTRICAL UTILITY FEATURE Q FIBER SYMBOL ........................ SERVICE AREA MAP, REFERENCE•,,,,,,,,,,,,,,,,, PROP BORE FIBER © GAS UTILITY FEATURE DQ EXIST FIBER SPLICE PROP FIBER SPLICE COMPANY ................................... Aor �� nnv r� PROP PLOW FIBER _ fS1 SANITARY UTILITY FEATURE PROJECT BEAUMONT LATERAL 100' EXIST FIBER STORAGE pp .............. 5Pq.............. �T� � : � EXIST CABLE 1� STORMWATER UTILITY FEATURE 100' PROP FIBER STORAGE �„• �,�� „mow ,�„ti PROPOSED AERIAL ® WATER UTILITY FEATURE T............. ©N EXIST MANHOLE RNG............. CURB RECLAIMED WATER UTILITY FEATURE PROP MANHOLE TAX: EOP ,DATE,:.....,. RVISION E•,•,••: BY OC COMMUNICATIONS UTILITY FEATURE H© EXIST HANDHOLE •.' ..... .. �.............. — — — — CENTERLINE TC TRAFFIC CONTROL UTILITY FEATURE ® PROP HANDHOLE ........ •" ..•...............' PROPERTY LINE .......:......................: - FIRE HYDRANT ......................:..... RIGHT-OF-WAY ® BORE PIT BUS STOPS ------------------------------------------------ EASEMENT 6, ADA RAMPS EXISTING UTILITY HH ( - FENCE e PARKING METER I I I I I I III I I I I I I I I I I I I I I I I I I I _Ll- R/R TRACKS DUMPSTER �II10- PROP GROUND ROD S S S S SANITARY SEWER ® PED TRAFFIC SIGNAL MARKER D D D D STORM SEWER MAILBOX I STEEL PILING POWER/PHONE POLE --0 >< CULVERT E E E E POWER &— EXIST GUY MONUMENT j C C C C COMMUNICATIONS (� EXIST S/W ANCH (XX'X" MR) PROPOSED MAKE-READY DATE: 9/24/21 G G G G GAS DESIGN:MM EXIST FIBER SPLICE O FIBER SYMBOL DRAFTED:MM W W W W WATER XXX' EXIST FIBER STORAGE 10— PROP GUY CHECKED: QA/QC: IRR IRR IRR IRR IRRIGATION C><O y— SCALE: 1:50 TRAFFIC CONTROL 141101, SIGNAL POLE PROP S/W ANCH see e 0000 •66�s 6�' �' — — — — — — — — — — EXISTING STRAND R/R CROSSING SIGNAL PROP FIBER SPLICE ---------------------- STRAND SIGN XXX' pvw,,.� PROP FIBER STORAGE 0,:09 ENGINEERING COMPANY: EXISTING AERIAL INLET - -------..........................----...--------..... .... - -- GUARDRAIL (D VEGETATION -'-- STREET CAR POLE -HTMA oM s ' CONSULTING, INC. 0 0 0 0 ® POTHOLE C �:] U1IUTY CROSSING POINT 6600 PARK MEADOWS DR SUITE 600 LONE ICF CO 60124 TEL, no- 5577 DIRECTIONAL BORE TYPICAL TR-1 TYPICApL�57TR-2 TYPICALpTRR�-2P FINLSHED GRA➢E� GRPDE F— G FlNI�HED GRFDE --I � GRPDE wa lf 2' HDPECOLOR ORANGE DUCT 8' MN. NOTE BACK FILL MUST BE MADE WITH ROCK FREE MATERIAL TYPICAL TR-3P {— MG BURIED CABLE IN. 2N'ARIH�DPRE--PCP OR R BLACK DUCT 2' HDPE-COLOR ORANGE DUCT E 2' HDPE-COLOR ORANGE DUCT 8' MN. NOTE BALK FILL MUST BE MADE WITH ROCK FREE MATERIAL TYPICAL DB-2 T RUG 4�' I 2' HOPE -COLOR FLOWPBLE BACKFlLL BLACK DUCT Q2' HDPE-COLOR ORANGE DUCT NOTE BALK Flu- MUST BE MADE WITH ROCK FREE MATERIAL V RKEER TED � HDPE-COLOR ACK DUCE HDPE-COLOR RANGE DUCT NOTE BALK Flu- MUST BE MADE WITH ROCK FREE MATERIAL TYPICAL DB-1 I FLOWABLE BACKFILL 2' HDPE-COLOR ORANGE DUCT NOTE: BACK FILL MUST BE MADE WITH ROCK FREE MATERIAL SH.EET...... 8...... OF...... 21... . ROUTE............................. EXCHANGE ........................ . TYPICAL TR-3 SERMCE AREA MAP, REFERENCE .................. E)a G GW�E COMPANY ......................... BURIED CAB PROJECT BEAUMONT LATERAL 2 MARKER TAP C . 2' HOPE DU COLOR SEC .............. CT 2' HOPE -COLOR g�p� ORANGE/BLUE DUCT TWN, MIL PIPE 2' HDPE-COLOR HDPE-COLDR RNG,.........ORANGE DUCT BLACK DUCT •• ............ 2'HDPE-COLOR - oRANGE DUCT DATE,;,,,,.,.R5SION,,,,,,;,13Y, B' MIN. 12' N. • • • NOTE: BACK FlLL MUST BE NOTE: BACK FILL MUST BE B/JO/21,,,UF EDIT-AOOm BF�N(OU,T, F6i NY MADE WITH ROCK TREE MATERIAL MADE WITH ROCK FREE MATERIAL TYPICAL JB-R TYPICAL DB-R ...... JACK & BORE ROADWAY DIRECTIONAL BORE ROADWAY BSP HDPE ONLY PLAN VIEW I— VARIES ,1 R/W EDP EDP R/W SIDE MEW PLAN VIEW I— VARIES ,{ R/W EDP EDP R/W DATE: 9124121 DESIGN: MM DRAFTED: MM CHECKED: :Go .:: uniti SIDE VIEW MA N W E I LE R TELECOM CONSULTING, INC. 86DO PARK MEADOWS DR SUITE BOO LONE TREE. C0 80124 TEL' 720-344-5577 a B LOCK DOWN - C SEE DTHIS SH UNISTRUT CHANNEL �UPPOFT BEAM 1.625' X 1 X 33 (3 REQUIRED) 375" PTSERT --, SEE DETAIL 'A-4' THIS SHEET 30" DETAIL "A" EXPLODED ISOMETRIC DETAIL SEE DETAIL SHEET 5.625 - 60" r . // / _ ` PARY I F1� SAW CUTS IN LINE r°C WTIH 4.5 PVC BELL ENDS LIFTING BOLTS (IMP. 4 PLACES) 2" KNOCKOUT (BOTH ENDS) 2.50" KNOCKOUT (BOTH ENDS) 2.5' x 5' x 2.5' HANDHOLE DETAILS DETAIL "A-1" LOCK DOWN DEVICE NEOPRENE, RUBBE(j 4' XtsO'X25 A .1879SCR�EWT A POLYMER MORTAR LBS. LOPDI G WEI(RAN) CPJETiGHT FOR WA41ER 30,000 LIFTING SLOT 4' X 2' WITH CENTER PIN 75 IN. (LOGO) . SECTION A -A OSGETIxax50 IN. (NUMBER) SECTION CE REINFORC POLYMER MORTAR oa OCKINO BEAM COVER AND FRAME v n v CENTER ONLY) Q e a e v o � d d SEE DETAIL 'A-2' o THIS SHEET c REINFORCED PO YMER � e MORTAR FRAME LRPA1) v n BONDED TO VAULLLLLLT tlB11"" o a a MANUFACTURER FIBERGLASS VAULT DETAIL "C" EXCAVATION PIT PLAN PROFILE SUITABLE DIRT 7' - O" EMMAONLY)RI4=R BACKFILL {ONE SIS DE 6TAIN. 5' - 0" HANDHOLE 252 — a.7s' 12" CRUSHED STONE FIBERGLASS REINED ED PLASTIC VAULT (FRP - 33" REINFORCED ME SAW MTHH 4RAI45 PVC DBEELL DETAIL "B" VAULT BOTTOM PLAN VIEW (144 SQ. IN. TOTAL DRAINAGE) 6„ 12„ TYR 1" DIA HOLE FOR GROUND ROD (TYP - 2 Po 6 12 — 6' )( 6" DRAIN (MAX) 50' OPENW@@ (MAX) — — — —_ — — — — (TYP - 4 PL) — — — — — 5111" RPM " DETAIL "D" SIDE WALL VIEW INSIDE LOOKING OUT 30„ DETAIL "A-2" ENGAGED LOCK DOWN DEVICE NEOPRENE COVER 50 STAINLESS STTEI. ACME WD. BOLT & oa $CTAPPTURE NUT W (SEI.F�C SLEA1�dNG) e e a v a P e d d P1000 UNISTRUT DETAIL "A-3" COVER HOLD DOWN BRACKET OF 2-PIECE RPM COVER 375" INSERT JYP-4 PLACES)LS) >a e a v a o - e d _v .75" X 1.25" HEX BOLT WITH NUT, AND WASHER COVER HO��pp DOWN BRAN (EI PIPPED DETAIL "A-4" h2 RR )) SUPPORT ATI EAM (TYP. AT 6 PLACES) RPM COVER ov a a c v SUPPORT I c d d BEAM 0 v i a a n e a a FIBERGLASS VAULT EXISTING GRADE 7 7 NOTES: SUITABLE DIRT 7" 7 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH UDIOIlL SELECT MATERIAL. 17" 2. BOTTOM OF pEXSCTAAVAETE(D PIT TO BE B.ADKFILLED WT H 12" 3. SHORLNGHWILL BENREWIRE�RADE). INTERCEPT EXIST. 2' 4. ALL HANDHOLES SHALL BE PLACED BELOW EXISTNG CITY OF 1kA11Ql DUCT ��2¢,� rNOTE:GRADE PVC, BSP/GSP IITI)375' LAB BOLT 5. THS HANDHOLE IS OF FIBERGLASS WITERUL,GR HOPE ANCHOR(IMP.)Ni MSTANCE BEITW'EEN LAC APROX61ATElY—POIRTGSINWEIGHT.THELIDSARECONDUIT (IYP.) T AN MUST BE 25". POLYMER CONCRETE MATMA, EACH APPROXIIATELY SAS! CUT SPUR AND REMOVE 48 EXISY. DUCT 9 OF 21 ........................ --------- - -- --------- MAP REFERENCE COMPANNY ........................ . PROJECT BEAUMONT LATERAL DATE ....... REMSION...... BY •Y I : OF EDIT-�OOm �EAIfOUT NH : YY ................................... DATE: 9/24/21 DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE: 1:50 606 Uniti *see • ENGINEERING COMPANY: -,MANWEILEIt C�i,i'TELECOM CONSULTING, INC. 86DO PARK MEADOWS DR SUITE 8GO LONE TREE CO 80124 TE1._ 720-S44-5577 2' x 3' x 2' HANDHOLE DETAILS JOHNNY LOCK BOLTDOWN (2X) UFnNG BOLT 2 EACH SIDE WALL 5 1/2- X 14- MOUSEHOLE 1 EACH SIDE (2X) NOTE; OPEN BASE BOX AND COVER ASSEMBLY MEET ANSI/SCTE 77 TIER 15 LOADING NON SKID SURFACE FLOATING NUT W/CLEAN OUT HOLE (2X) (FELD REPLACEABLE) 11-18 1/8- 12" LONG (8 HOLE) 3 I EACH SIDE (2X) CABLE RACKS 4- X 5 1/2' MOUSEHOLE 2 EACH END (4X) 19..... jqF ......�i .... ........................ ........................ A4P. RpFME;NqE .................. PPYRINx ..................... ... PROJECT BEAUMONT LATERAL CO ............... 5Pq .............. Tm ............. 13N9 ............. DATE : TAX: By ....... . Hm ................................... ................................... ............................... : ............................. IDATE:9/24/21 I IDESIGN:MM IDRAFTED:MM SCALE: 1:50 Goo ease ease000 0 Uniti see I AANWEILER ELECOM CONSULTING, INC.1 86DO PARK MEADOWS DR SUITE Boo LONE TR 72CF�� 50124 TE(-' 5577 HANDHOLE INSTALLATION TYPICAL GROUND LEVEL EXISTING TRACER WIRE 1/2' GALVANIZED WIRE MESH �a. 3/4' CLEAN GRAVEL A PULL BOX HANDHOLE 016 NOT TO SCALE COMPACTED -, iv BACKFlLL 12' 4' X 5/8' GROUND ROD REPLACED EXISTING 2' COMPACTED SAND CONSTRUCT -TN NTITE9 L IF OF GAVEL SHALL BE PLALm UNDER ENCLOSURE DURING INSTALLATION TO ASSIST IN DRAINAGE. Z ALL PILL AROUND ENCLOSURE SHALL BE COMPACTED IN 8' LAYERS 3. CONSTRUCTION AREA SWILL BE RESTORED TO ORIGINAL OR BETTER CONDITION. A. HANDHOLE SHALL. NOT BE PLACED DN A SLOPE GREATER THAN 15X 5. VIRE MESH SHALL BE PLACED UNDER RANDHELE IN GRAVEL TO DETER RENT ENTRY. G. ALL TRACER VIBES MUST BE CONNECTED TO TESTING LUG AT EACH HANDHOLE AND CONTINUITY VER6®. REFERENCE BEAUMONT LATERAL ............. - - T C: DAZE : REVISION : BY ,8 . • • .1 : OF EDR-ADDED BI@NCQIT HH : W DATE: 9124121 DESIGN: MM DRAFTED: MM SCALE: 1:50 060 080 •gem• 60 Uniti AANWEILER ELECOM CONSULTING, INC. 6000 PARE( MEADOWS DR SUITE 800 LONE TREE, 80124 TEL:720- 5577 DETAIL °A" CABLE SLACK ARRANGEMENT HANDHOLE SLACK STORAGE DETAILS CABLE DETAIL "B" HANDHOLE LAYOUT B CABLE RACK CABLE RACK LOOP DIRECTION —r 30' L E C SE ~ LOOP DIRECTION -� 60 CABLE RACK CABLE RACK B SECTION B-B 12..... a ...... ?i.... MAP REFERENCE COMPANY ........................ . PROJECT BEAUMONT LATERAL ,DATE,;,,,,,,, REVISION,,,,,,: BY u /sI : ur mrt-�mm mu�xar M : It /?P...,........ ,.. .. MUUNIM inoni� DATE:9/24/21 (z EACH SIDE) DESIGN:MM DRAFTED: MM CABLE RETAINER CHECKED: SCALE: 1:50 6410 4100 ' iti ..... Un ENGINEERING COMPANY: MANWEILER yy TELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE TREE CO 80124 TEL: 720-344-5577 DETAIL "A" PLAN VIEW 63X— FIBER CABLE GROUNDING INSTALLATION DETAILS (FOR CONTRACTOR INSTALLATION) DETAIL "B" INSTALLATION DETAIL DETAIL "B-1" C—LOK GROUND ROD INSTALLATION METHOD 4 D a 0 Nk 4 1. WITH GROUND 2. INSERT WEDGE 3. PUSH WEDGE 4. COMPLETE 5. ENSURE SECURNG WIRE IN SMALL COMPONENT COMPONENT CONNECTION LOCK IS VISIBLE IN G"on HOOK BETWEEN ROD BETWEEN ROD USING PLIERS. INSPECTION WINDOW C. CO PONENT AND WIRE AND WIRE TO AROUND ROD. SECURE ASSEMBLY. GREEN WIRE TOO2 SURGE lP6 0 DETAIL "B-2" C—LOK CONNECTOR SEE SEE TDETAILFOR '8-1' THIS SHEET FOR INSTALLATION METHOD. DETAIL "B-3" TEMPORARY GROUNDING (INCLUDING SPUR CABLE) BUCK WIRE FROM SURGE ARRESTER ATTACHED YELLOW WIRE FROM TO RPS OF CABLE SURGE ARRESTER ATTACHED TO RPS OF CABLE BLUE WIRE FROM SURGE ARRESTER ATTACHED SOUTH/W'EST TO RPS OF CABLE FBER CABLE HOPE DUCT FOR HARNESS 1. STAINLE STEEL HOSE CLAMPS SPUR �EERR� NORTH EAST FIBER LE NOTES. 1. OSP CONTRACTOR SHALL INSTALL THE FOLLOWING 63X FURNISHED MATERIALS: ' 6' TUBULAR MARKER WITH HARDWARE (1) ' SPLICE HANDHOLE ' GROUND ROD AND FIGURE 8 CONNECTOR ' PULL WIRE HARNESS FROM HANDHOLE TO MARKER 2. THE CONTRACTOR WILL FURNISH AND INSTALL THE HOPE, LENGTH AS REQUIRED PER THE DRAWINGS SUPPLIED. 3 EMENT OF THEFIBEROPTIC CABLE, AT WHICONTRACTOR N MATERIALS TEMPPOORABREY IGRO ND CONNECTION WE PRIOR TO ILL BE MADE IN ACCORDANCE WITH DETAIL A. 4. AFTER CONNECTION OF THE TEMPORARY GROUND THE CONTRACTOR SHALL SEAL THE ENDS OF THE FIBER OPTIC CABLE TO PREVENT THE EFNFRY OF MOISTURE. 5. AFTER INSTALLATION OF THE FIBER OPTIC CABLE AND WIRING HARNESS BY THE CONTRACTOR, THE CONTRACTOR SHALL SEAL ALL DUCT LINE OPENINGS WITH 63X APPROVED MATERIAL TO PREVENT THE ENTRY OF MOISTURE. 6. MARKER AND HANDHOLE SHOULD BE PULED IN LINE WITH THE NORTHERN CORNER OF THE SPUCE HMIDHOL .F_.R NORTH SOUTH ROUTES, THE EASTERN CORNER OF THE SPUCE HANDHOLE FOR EAST T R 13..... aF....... ?.... REFERENCE BEAUMONT LATERAL DATE ; REVISION BY p w 1 : uF EDIT -ADDED maEuEar, taL : uu SCALE: 1:50 ' ease :: Uniti ENGINEERING COMPANY: ANWEILER 8600 AR MEADOWS DR ITE 800 LONE TRET�CO 80124 TEL• 720- 5577 TYPICAL AERIAL CONSTRUCTION DETAILS s- F;ET...... a,.,,, oF...... TYPICAL DETAIL "A" TYPICAL DETAIL "C" ROU1,,,,,,,,,,,,,,,,,,,,,,,,,,,, POLE ARRANGEMENT FOR TYPICAL DETAIL "B" TYPICAL CABLE & HARDWARE AERIAL TO BURIED INSTALLATION �xcHAycE,,,,,,,,,,,,,,,,,,,,,,,,, POLE ARRANGEMENT FOR REPEATER 1. 2� OR HANDHOLE LOCATION „ 110, SERVICE AREA MAP, REFERENCE .................. CUT �I �� GROUND WIRE CLAMP CABLE LASHING CABLE LASHING '2 WIRE CLAMP COMPANY ......................... q I WARE CLAMP _ PROJECT BEAUMONT LATERAL STAINLESS LASHEA ((X=MIN OF 20 TIMES STAINLESS STEEL LSHER q'-Y72F:OR UPFOR POLE TOP NEW CABLE SUPPORT AND75F SPACER X p THE CABLE OIA) CABLE SSD SPACER CAUTION TAG CO. FIBER OPTIC CABLE ................ OPTIC C TAG \ BLACK IN COLOR SEC.,.,.,,,.,,,GROUND LEVEL FlBQt OPTIC CABLE CABLE OLA LE \X_ 86INSULATEf) COPPERWIREBLACK IN COLOR OABLE POLE D 10 75' COPPER CLAD POLE 7y,TJ,.......•.,p,GSP P NEW GROUND ROD GROUND LEVELRNG............. U-GUARD MIN. 6" GROUND LEVEL 6" WIN.CONDUITGROUND LEVEL CNDUIT PL U-GUARD ON POLE NEAREST GROUND EVERY 25 MALE ,DATE:.......REMSION......;BYOW SURFACE TO 42^ REPEATER OR SPUCE H.H. AT STRAND TO SHEATH • CONDUIT ADAPTER. MIN. p" Pt'C RAID BOND LOCATION e/�o/x1,;,uF Ry-. �Wm --!JS O,T, M,., M (36' RADIUS)Im TYPICAL DETAIL "D" ............................' CONDUIT TO HH................................... SUSPENSION STRAND - PULL TOWARD OR REPEATER TYPICAL DETAIL "F" POLE — LESS THAN 5 FEET TYPICAL ARRANGEMENT OF CURVED WASHER TYPICAL DETAIL "E" CABLE LASHER AND CABLE GUIDE CARE SUSPENSION BOLT SUSPENSION STRAND — PULL AWAY 2 GUY HOOK FROM POLE — 5 FEET OR MORE CABLE GUIDE APP4Rpx. CABLE LASH SPACER NUT z GUY POLE TOP 18" PREFERABLY BUT NO UE5S THAN 100 TO CABLE REEL CARE 8 CURVED WASHER CABLE SUSP�BOLT / J � GUY .625" CABLE SUSPENSION T CURVED WASHER SNAP 2 GUY HOOK PULLING LINE CABLE SUSPENSICNN SPACER NUTCLAMP .6125% 2" ROUND GUYWASHER TYPICAL DETAIL "G" CORNER WASHER SUSPENS MP TYPICAL DETAIL "I° DATE: 9/24/21 JOINING 045 LASHING WIRE ANCHOR & DOWN GUY DESIGN: MM l DRAFTED: MM TYPICAL DETAIL °H" cur CHECKED: LASHING WIRE GRIP AND CLAMP CABLE� QA/QC: SCALE: 1:50 FORMING WIRE GYM FORMING LASHING WRE STUD OF CLAMP AROUND STRAND C LASHING see WIRE GRIP • I t' REMOVE ANY SLACK IN THE LASHING FORM THE LASHING WIRE AROUND THE 1ST LASHING WIRE ease •Un WIRE BY MAINTAINING A PULL ON THE STRAND AND PLACE IT BELOW THE STUD SHOULDER 2ND LASHING WIRE sees WIRE AND TAPPING THE STRAND AND BETWEEN THE SECOND WASHER SFWRPLY. THEN FORM THE WIRE OVER AND STUD SHOULDER CLAMPING NUT TERMINATING NUT IX GRADE THE STUD AND TIGHTEN THE NUT. III ENGINEERING COMPANY: CUT THE FREE END OF THE LASHING WIRE OFF .75" BEYOND THE END OF THE. CLAMP. THREADED STUD 1ST WASHER ANWEILER .75' X 6' DEAD END LASHING WIRE GROOVED PLATES 2ND WASHER E/W 10' SCREW ANCHOR `TELECOM CONSULTING, INC. SHOULD FOLLOW LAY .-. OF STRAND WIRES UNDER GRIP SUITE 8000 MEADOWS DR LONE TREE. CO 80124 TEL' 72CFSV 5577 TYPICAL DETAIL "A" RESERVE CABLE LENGTH STRAND STORAGE APPLICATION TYPICAL DETAIL "E" HARDWARE KIT .2STAINLESS WTT� TAP NUT SUPPORT BRACKEF .687'NYLONDWWAASH�ER .563' % .375' FIBFRLOOP UNfT SHOULDER WASHER TYPICAL AERIAL CONSTRUCTION DETAILS (CONT.) TYPICAL AERIAL IN —LINE SLACK STORAGE DETAILS TYPICAL DETAIL "B" TYPICAL DETAIL "C" IN -LINE SPLICE APPLICATION BUTT SPLICE APPLICATION TYPICAL DETAIL "F" SINGLE & DOUBLE FIBER LOOPS TYPICAL DETAIL "D" LASHING WIRE GRIP AND CLAMP C-LASHING WIRE GRIP INSTALLED ON STRAND NOTE: LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. ?.5..... a .......?!....I MAP REFERENCE COMPANY ................... . PROJECT BEAUMONT LATERAL DATE : REVISION BY ................................... ?Aiw I. 46 W. AWED, HiWRLIIT.. H. YY DESIGN: MM DRAFTED:MM :ALE: 1:50 UnitiOsseo 31NEERING COMPANY: MANWEILER TELECOM CONSULTING, INC. 88DO PARK MEADOWS DR SUITE 800 LONE TREE. CO 8012a TEL- 72o—Jan-5577 MD UTILITY LOCATIONS NOT :D CORRECT. CONTRACTOR TO CALL 811 ND POTHOLE TO VERIFY EXISTENCE, AND DEPTH TO THEIR OVN ION TO AVOID ALL OBSTRUCTIONS THE START O' CONSTRUCTION. MRSTRUCTIONI 'OTHEILE ALL WATER AND SANITARY 'ES 10' AND LARGER PRIOR TO 'ION. ALWAYS MAINTAIN 3' HORIZONTAL RTICAL CLEARANCE ON ALL WATER AND SEWER UTILITIES CALL WATER PROJECT MANAGER BRIAN DISHMAN AT DEF 2' 3' 4' 5' 6' 7' S' 9' 10' 11' 12' 13' s —s —s —s —sDS s �-�F 60'R/W�R/1V 30'RItl'-CA 19'R fEOP I I- O' [ STA 0+20 = ice. PROPOSED Z'A3 Z' HH PLACE 6U SLACK bl • INSTALL FLUSH MARKER REMOVE AND RESTORE GROUND TO EQUAL OR 2 I I BETTER COHOITION � I STA G4 OD-0+20 GPEN CUT TRENCH INSTALL 3 EA 1.25' HDPE CONDUIT �y INSTALL 24F CABLE 20 BETWEEN STRUCTURES s —s —s —s —s —s —s — STA 0+20-6+88 DIRECTIONAL BORE RNSTALL 3 EA 1.25' HOPE CONDUIT INSTALL 24F CM Beg BETWEEN STRUCTURES 0 111 • — -0 01 D —D —D D —D - 2 R —v —v —g —V —v —v v —v —v WASHINGTON BLVD 8 n STA G+OG y E05TNG UNIT! 3.5& HH PLACE 50' SLACK PLACE SPLICE CLOSURE • I� D/1Y I REMOVE AND RESTORE GROUND TO EQUAL GTR 1BA/W-EOP BETTER CONO TION 301/W-C/L LAT: 30.05575T LON:-94.122359' 60'R/"/I 1 II u O 0 0 O O 0 0 + + N DATE: 9/24/21 DESIGN:MM DRAF rED: MM see i ••••• Unti 31NEERING COMPANY: k-MANWEIIER TELECOM CONSULTING, INC. 9600 PARK MEADOWS OR SUITE 800 LONE TREE CO 80124 Ta, 720-�44-5577 CAUTION- SHEET 17 OF 21 UNDERGROUND UTILITY LOCATIONS NOT S —s —S —S —s —S —S —S —S —s —s —S —s —S —s —s —S S �s —s —S —S - """ """ """' GUARANTEED CORRECT. CONTRACTOR TO CALL 811 t—s • ROUTE LOCATES AND POTHOLE TO VERIFY EXISTENCE, H ............................ LOCATION AND DEPTH TO THEIR OWN SATISFACTION TO AVOID ALL OBSTRUCTIONS I 60'R/N-R/W� D(CHANGE......................... PRIOR TO THE START OF CONSTRUCTION. 3O'R/W-C/L SERVICE AREA NOTE TO CONSTRUCTION- 1B,R/Y!-ECP J �I NEED TO POTHOLE ALL WATER AND SANITARY I I SEVER PIPES 10' AND LARGER PRIOR TO I I MAP REFE ENC R ONSTRUCTION. ALWAYS MAINTAIN 3' HO2IZONTAL ND 2' VERTICAL CLEARANCE ON ALL WATER AND �I I I ... .. ... ....E ........... ...... CALL WATER ANITARY SEVER WATER [409)-785-3001 ?' d F4y+1 COMPANY ......................... UTILITIES PROJECT MANAGER BRIAALL T TAMES DISHN AT STAIRE PROJECT EIEAUMONT LATERAL 48 HRS BEFORE CONSTRUCTION DIRECTIONAL BORE TIONAL BORE CO .. INSTALL 3 EA 1.25E HOPE " INSTALL 24F CABLE S 735 BETWEEN STRUCTURES I I pM, SEC. .... r H Tm.. .. e I .. ..... RNO............. wv . DATE; REVISION ,,,,.BY, • • :•UF. - R/V R/W R/V -- -- R/V —�� . -- C � s V EDIT-AUDE.D EFWN(Q1T HH : YY :........................... . —� _ V —➢ —D D —D —0 —0 —� —D —D —0 —➢ WASHINGTON BLVD —D —D —D —D —D —D —D —➢ —➢ —D ,n WASHINGTON BLVD } — — ¢ — — — — — o.. n ................... . ---1-- v -` V— v — v v Q —v —v —v n p —v v —v v —v — i -----�'�' O mR STA 0+20-9+85 av DD@C ION& BORE STA Bi-B8 I I NSTALL 3 EA 1.25E HOPE CONDUIT PROPOSED 27f3'XY HH I I INSTALL 24F CABLE PLACE 60' STACK N N 688E BETWEEN STRUCTURES INSTALL FW9N MARKER REMOVE AND RESTORE GROUND TO EQUAL 0 ER CONDITION II'R/W-EOP N MAT: 3.30.055788E 23Yt/Yf-CA 0-' Lm e0Y1/W-R/W 194.120189' I I I� PROFILE PROPOSED F8D81 ' DEPTH t�S 1' 0„ N m m DATE:9124/21 2' "' EI 4m ¢ DESIGN:MM 3 W DRAFTED: MM 4 "Ld z CHECKED: 5 = QA/QC: 6' HU- SCALE: 1:50 a E "" 8, m GO see onest .: Uniti W 0 9, w 1 O, O" x ti ENGINEERING COMPANY: 12' 0" MANWEILER .VTELECOM CONSULTING, INC. 13 0° O O O 0 0 0 O O O O 0 0 O O L0 O 0 O � SUIT PARK MEADOWS DR Lo O + 04 + + Lo + 0 -fl + O + U7 O L0 + -I- 'l '� OD SUITE 800 LONE TREE CO 80124 N H7 H7 .0- � •i IO (D IT] LD UJ - I� I� O W 77 Te7.' 720-344-5577 IND UTILITY LOCATIONS NUT s —s —s —s —s —S —s —s —s —s —s —s —s :D CORRECT. CONTRACTOR TO CALL 811 29R1w-CA NI) POTHOLE TO VERIFY EXISTENCE, 1yR/W-ECP— AND DEPTH TO THEIR OWN 1 ION TO AVOID ALL OBSTRUCTIONS TR/W THE START OF CUNSTRUCTIOR - ZINSTRUCTION, UTHOLE ALL WATER AND SANITARY 'ES 10' AND LARGER PRIOR TO TUN. ALWAYS MAINTAIN 3' HORIZONTAL RTICAL CLEARANCE ON ALL WATER AND ES. CALL WATER SEVER UTILITISTA 14+23-18+23 PROJECT MANAGER BRIAN DISHMAN AT DIRECTIONAL BORE STA 8+88-14+23 DIRECTIONAL BORE ALL 3 EA 1.25' HOPE CONDUIT INSTALL 24F CABLE 735' BETWEEN STRUCTURES - R/v - - R/V - - R/V - - Riv - - Ivv - • s s s s❑ T WASHINGTON BLVID- ev - — — WASHINGTON BLVD _ v —v —v —v v —v —v —v —v$ —v —v —v .$—v —v 4,, —v — v — —v • - - c o o o ❑ - o -I o t$ g c tm g o o o a ¢¢ STA I'+23 I < SHEET18..... o ?i.... — %M' eaR%M-R ...... ...... ROUTE ^ d 1 EXCHANGE ......................... I 17 )/W SERVICE AREA MAP, REFERENCE, y COMPANY y PROJECT BEAUMONT LATERAL CO. I SEC .............. Tm. RNG. s � DATE : REVISION BY V HR 9. YY ./30/R7....... .. ........ ......... ... ...EDIT......B......': $ ....... ................... PROPOSED 4'x4W EP REMOVE AND RESTORE GROUND TO EQUAL BEfTFR CONDTICN c y UT: 30.055814' LGR:-94.1175W 21R/W-EOP I n WW 33'R/W-C/L co BO /W-R/W DEF 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 1 12' 13' DATE: 9/24/21 DESIGN: MM DRAFTED: MM CHECKED: DA/QC: SCALE: 1:50 see Uniti .s . ENGINEERING COMPANY: ANIx - wMANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS OR SUITE EDO LONE TREE CO 80124 Ta-- 720-344-5577 SHEET 19 OF 21 <70'VW-R/W I 80'R/W-C� I Z u ...... ..... .. ..... .. 30R/W-CA STA 8+58-14+23 DIRECTIONAL BORE " 20'RIW-CA. RO TE ..... •.. .. .. ...... .. .. .. .. ... 10'R/2W'R-/EyO/P I I I -INSTALL 3 EA 1.25' HOPE CONDUIT 24F CABLE 11'R/W-EOP r EXCHANGE ..... .. ... .. .... ...... .. .... .. •.... e'EUP 735'INST�BETWEEN STRUCTURES I DIW Q < o STA 18+23-22+28 DIRECTIONAL BORE SERVICE AREA I I STALL 3 EA 1.25' HOPE CONDUIT m 2 I 22 INSTALL 24F CABLESTA MAP REFERENCE t I 4 I < � BETWEEN STRUCTURES ..... ...... ..... N~0 � I.. PROPOSED 4k4'%C BP � COMPANY y I TORE REMOVE TOEQUALEQUAL OR STA 14+23-18+23 • I DIRECTIONAL BORE I DIW B PROJECT BEAUMONT LATERAL I J ¢ BETTER CONDITION LAR 30.055814' STALL 3 EA 1.25' HOPE CONDUIT I PISTALL 24F CABLE _ ¢ 14+00. LON:-94.117888' = R H 4D0' BETWEEN STRUCTURES I m Y Co. ... .. .. .. ... SEC.......... . . 9'ST1l ^— A— n ^ F= II ^ I m g m 19'Ei m m T ............ S5TH ST __ n __� R .�.JLW m ___� � -- J 1 RNG.............. b • s s s— s— s— s s— s s— s g _ o $ —¢ _ o _ n— A— n— n— n— n— A n —i — — —S DATE;.......REVISION....... BY RN-.� — — — 5TH Sr W U $ 9'EOP I S $TH ST _ ¢ ` o g �R ..............................:..... 0] RN R/V R/V RN - 2 STA 18+23 0 < PROPOSED Z1(3 ' '%7 HH PLACE SLACK 2 PLACE H INSTALL FLUS REMOVE AND RME' Q I CROONED TO EOUM ` 3 ` CONOM LATBET�.30.05 1r LCN:-94.11788T CAUTION, UNDERGROUND UTILITY LOCATIONS NOT GUARANTEED CORRECT. CONTRACTOR TO CALL 811 LOCATES AND POTHOLE TO VERIFY EXISTENCE, tOR/W-EOP I LOCATION AND DEPTH TO THEIR OWN 32R/W-C/L SATISFACTION TO AVOID ALL OBSTRUCTIONS I II 7oR/W-R/W PRIM TO THE START OF CONSTRUCTION. NOTE TO CONSTRUCTION, EDI NEED TO SEVER POTHOLE ALL WATER AND SANITARY PIPES PRI3'' TO AY MAIINTAIN 3LARGER CONSTRUCTION.1 AL H13RFMNTAL AND 2' VERTICAL CLEARANCE ON ALL WATER AND SANITARY SEVER UTILITIES CALL WATER UTILITIES PROJECT MANAGER BRIAN DISHBIAN AT _ (409)-785-3001 48 HRS BEFORE CONSTRUCTION STA, 14+23 PROFILE IB+23 DEPTH PO PROPOSED BP PROPOSED FDN •I i L 1' 0" m N ^ a DATE: 9/24121 2 n + o DESIGN: MM 3' on-cu " ¢ a N DRAFTED:MM 4 y CHECKED: 5' " t z QA/QC: " N a 6' = SCALE: 1:50 ~ H< 7' ••• 8 N .off ess Uniti 9." 10, Q�� w w ENGINEERING COMPANY: w MANWEIIER 12' o" w O7 NCI .: TELECOM CONSULTING, INC. 13' 0" 0 0 0 0 0 0 O 0 0 o O 0 O U7 O UT O U7 O U7 O U) O U) O + 8600 PARK MEADOWS DR + + + + + + + + + + + + d' �Y U) UT O to r r 00 00 m C) SUITE 800 LONE fF44-55124 SHEET 20 OF 21 I I II a $ I I I� 9 STA 22+26 -�--{I 60'R/W-R/W PROPOSED 2xi7f2' HH ROUTE .................... .... .. .. 1o'BOx VERT -I- 10'9ox CULVERT CE 50' SLACK INNSSTAALL FLUSH MARKER EXCHANGE„ ....................... VE MID RESTORE 1le'AR�Eao~P < [ROUND TO EQUAL OR SERVICE AREA STA 18+23-22+25 �DIW I I BET COND9'ON DIRECTIONAL BORE NSTILL 3 EA 1.25' HOPE QUIT .TER Lan:-94.1179a8' D MAP, REFERENCE ..................... INSTILL 24F CABLE 403' BETWEEN STRUCTURES STA 22+26-T2+71 E BORE INSTALL MSMLL 3 Fa 1.26' HDPE COIDUIT COMPANY .. ...... .... ... I Q I INSTALL 24F CABLE u. BETWEENyDyUCTUREB PROJECT BEAUMONT LATERAL CO. et'EOP SEC............ .. RNG.............. a e e a —I TAX— : < DATE : REVISION BY A— A — — — 5TH ST S 5TH ST -� uro/2t.:.UF My doom, BREAKOUT, HK MM . e 14'EOP 11'EOP ... ............. ...... R/V� ' - R/V _ - ... ... .......... .... .. .. STA 23+18 $ :.. PROPOSED 4'><4'x4' BP 5 U ......:........... .... ....... r.. ... REMOVE AND RESTORE GROUND TO EQUAL OR < BETTE3i CONDITION ej � UT. 30.057895' I Q I -n ,sj LON:-9411778Z' �_ n �AI I STA 22+71 < PROPOSED 1.4'A4' BP REMOVE AND RESTORE CAUTIDW OUND TO EQUAL OR BcOFIDmaN UNDERGROUND UTILITY LOCATIONS NOT 2OA/W-EOP LAAN:M30.038019' GUARANTEED CORRECT. CONTRACTOR TO CALL 811 STA 23+18-28+08 - DIRECTIONAL BORE Z° 24'aa LON:-94.117784' LOCATES AND POTHOLE TO VERIFY EXISTENCE, L13CATM AND DEPTH TO THEIR OWN INSTALL 3 EA 1.25' HOPE CONDUIT ` 32R/W-C/L STA 22+71-23+16 SATISFACTION TO AVOID ALL OBSTRUCTIONS INSTALL 24F CABLE F--1 R R/N DIRECTIONAL BORE STALL 3 EA 1.2D' HOPE CONDUIT PRIOR TO THE START OF CONSTRUCTION. 49Z BETYE EN STRUCTURES n /1 < I INSTALL 24F CABLE NOTE TO CONSTRUCTIOM 45' BETWEEN STRUCTURES NEED TO POTHOLE ALL WATER AND SANITARY SEVER PIPES 10' AND LARGER PRIOR TO In CONSTRUCTION. ALWAYS MAINTAIN 3' HORIZONTAL IID/VY < I AND 2' VERTICAL CLEARANCE ON ALL WATER AND to'BixCULVORT SANITARY SEVER UTILITIES. CALL WATER I" UTILITIES PROJECT MANAGER BRIAN DISHNAN AT . or STA- 22+71 C409>-785-3001 48 HRS BEFORE CONSTRUCTION STA 22+26 STA, 23+16 DEPTH PROFILE PR OPOSED HH PROPOSED BP PROPOSED BP 0 1 C" In N m DATE: 9/24/21 2. + DESIGN:MM 3 DRAFTED:MM 4, N CHECKED: � w 5 QA1QC: 6' SCALE: 1:50 F U 7' ° 8, o Uni ti s• 9 1 U' U" w ENGINEERING COMPANY: 11� 0" w H ti Nil MANWEIIER 12 0" H ^' TELECOM CONSULTING, INC. 13' OL 11 o U7 O Lo O r U7 8860100RK MEADOWS DR + + + + 4 E 800 ON N N N t0 N � N LONE 7TR-E B0124 TEL- 25577 N N N N N STA 22+26 PROPOSM 2' XV HH Z PLACE 50' SACK ° INSTALL FLUSH MARKER REMOVE AND RESTORE GROUND TO EQUAL OR BETTER CONDITION LAn 30.058016' L01E-94.117906- I I I b—VY- V V a TERRELL AVE R1q < 1- y h <I Yo � PROP DEF 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13, u i 33R/W-C/L 21R/W-EDP STA 22+71 PROPOSED V.4'X4! • REMOVE MID RESTO STALL 3 EA 1.25' HDPE CONDUIT I w5'fALL 2" CABLE 45' BETYkE71 STRUCTURES !7 6— V V —V V —„ —. STAR 25+1� - - ' PROPOSED 4'a47(4' eP a RDIOVE AHD RESTORE OUND TO EQUAL QU BETTER CONDITION LAM 30.087895 LON:-94.117762' STA 22+26-22+71 DIRECTIONAL BORE STALL 3 EA 1.25' HOPE CONDUIT INSTALL 24F CABLE I 45' BETWEEN STRUCTURES [4A 18+2J-22+28 ECnONALSTALL 3EA 1.25' F97PE COtY7lAT NSTALL 24F CABLE cTYCM CIRfICTI1RE6 STA.23+15-28+05 DRECTIONAL BORE Z'STALL 3 EA 1.25' HOPE CONDUIT 49-2'� ALL 24F CABLE BETWEEN STRUCTURES —v —v —w —V —v —v — — 5 —S 5 —S I—i S_—S —T-R/V r1 H STA 28+08 STA 28+08-26+19 PROPOSED 2'X3W HH OPEN CUT TRENCH PLACE 50' STACK STALL 3 EA 1.25' HDPE CONDUIT INSTALL FLUSH MARKER INSTALL 24F CABLE REMOVE AND RESTORE 11' IiETTYkkTT1 STRUCTURES GROUND TO EQUAL OR BETTER CONDITION LAT. 30.057914' LON:-94.116208' iimmwm- SEWN S —As - j— REGEN SITE t940 TERRELI AVE NEED TIE POTHOLE ALL WATER AND SANITARY SEVER (UNDERGROUND UTILITY LOCATIONS NOT PIPES 10' AND LARGER PRIOR TO CONSTRUCTION. ALWAYS GUARANTEED CORRECT. CONTRACTOR TO CALL 811 MAINTAIN 3' HORIZONTAL AND 2' VERTICAL CLEARANCE LOCATES AND POTHOLE TO VERIFY EXISTENCE, ON ALL WATER AND SANITARY SEVER UTILITIES. CALL L.T.CAAND DEPTH TO THEIR OWN WATER UTILITIES PROJECT MANAGER BRIAN DISHMAN AT SATISFACTION TO AVOID ALL OBSTRUCTIONS SHEET,,,,, 21..... OF.,..,, 21,,,, ROUTE............................. EXCHANGE,,,,.,, ................. SERVICE AREA W. REFERENCE ..................... COMPANY ......................... PROJECT BEAUMONT LATERAL . CO ........ ......... SEC........... TH?J............ RNG. DATE : REVISION BY 0 30 1 : UP EDR-ADDED eRfJJ(aT Iw : Alt. DATE: 9124/21 DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE: 1:50 sees eggs* Uniti AANWEILER ELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE CO 80124 TEL' 720- 44-5577 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 PUBLIC RIGHT-OF-WAY USE AGREEMENT THE STATE OF TEXAS § COUNTY OF JEFFERSON § WHEREAS, Uniti Fiber desires to use certain public right-of-way within the City of Beaumont for the purposes set forth below; and, WHEREAS, it is the position of the City of Beaumont that Uniti Fiber must obtain a license in order to use the public right-of-way; and, WHEREAS, the City Council of the City of Beaumont has determined that it is appropriate to make the following agreement with Uniti Fiber; and, NOW, THEREFOR; The City of Beaumont, hereinafter called "City" for and in consideration of the receipt of good and valuable consideration, as set out more fully herein, hereby agrees with Uniti Fiber that Uniti Fiber may lay, maintain, operate, replace or remove fiber optic and related appurtentant facilities used to provide telecommunications services, including dark fiber for the transportation of communications (the "system") in, on, under or across the streets, alleyways and easements situated in the City of Beaumont, Jefferson County, Texas, as more specifically set out in the permit drawings and subject to the following conditions: (a) The system shall be installed in such a manner as has been approved by the City Engineer and/or the Texas Department of Transportation, if applicable, so that the finished installation shall, in no way, interfere with the use of the public streets and alleys by the public. Permits shall be obtained by Uniti Fiber or Uniti Fiber contractor from the Public Works Department of the City prior to any installation, maintenance or removal requiring excavation. (b) The system shall be buried at a depth of no less than thirty (30) inches unless otherwise authorized by the City Engineer and/or the Texas 1 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 Department of Transportation, if applicable. The system is to be installed a minimum of thirty-six inches (36") below the existing flow line of the adjacent drainage ditch, when crossing or placed in said ditch. Uniti Fiber will notify the Public Works Department of the City of Beaumont prior to installation of the system under this agreement, and shall obtain City permits at a cost not to exceed a one-time charge of Ten Dollars ($10) plus Five Dollars ($5) for each day of construction. (c) The installation and operation of the system shall not interfere with the natural drainage in that area nor with the drainage system of the City, nor with sanitary sewer lines, water lines, or other facilities. (d) The system shall be installed in such a manner as to provide a twelve (12) inch vertical clearance and a thirty-six (36) inch horizontal clearance with existing water or sanitary sewer lines. All excavations within the right-of-way shall be backfilled in accordance with City Standards. All surplus material shall be removed from the right- of-way. (f) Excavations necessary for the installation, repair or maintenance of the system shall be performed in such a manner as will cause the least inconvenience to the public and Uniti Fiber shall promptly restore to as good a condition as before and to the reasonable satisfaction of the City Engineer and/or the Texas Department of Transportation, all streets, alleys, or easements, excavated by it. (g) The system will be installed in accordance with the drawings approved by the City and to the specifications which set out the specific location, depth, method of construction, etc., of the installation. (h) Construction along roadways shall be performed in such a manner that excavated materials shall create the minimum hazard and obstruction. All property where operations are performed will be restored to original condition or better. The cost of any repairs to road surface, roadbed, structures or other right-of-way features as a result of this installation will be borne by the owner of the system. (i) Any installation which takes place in, on, under, above, or across property which is not owned by the City or not a City easement or right-of-way shall require additional permission by the owner(s) of the property involved. Approval of this license agreement excludes permission to do any installation on property which is not owned by the City of Beaumont. 0) Barricades, warning signs, lights, and flagmen will be provided and 2 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-BF3D9F7E40F9 installed in accordance with the Texas Manual of Uniform Traffic Control Devices (current edition) by Uniti Fiber contractor when, in the opinion of the City Engineers, such is necessary for the safe installation of the system. Uniti Fiber or its contractor will provide supervision of the work which is knowledgeable in the standards referred to above. Nothing herein is to be construed as prohibiting the use by Uniti Fiber or its contractor of additional barricades, warning signs and lights or flagmen as be necessary. In the event Uniti Fiber or its contractor does not comply with the barricading standards, the City Engineer may order Uniti Fiber and its contractor to stop work; but only until compliance is achieved. (k) City reserves the right to lay and to permit to be laid sewer, gas, water and other pipes and cables, and to do or permit to be done any municipal underground work that may be deemed to be necessary or proper by City in, across, along, or under any of the streets, alleys and easements, and to change any curb or sidewalk or the grade of any of said streets. In doing or permitting any such work, the City of Beaumont shall not be liable to Uniti Fiber for any damage occasioned; it being understood that nothing herein shall be construed as foreclosing Uniti Fiber rights to recover damages against any contractor or third party who may be responsible for damages to Uniti Fiber facilities. (1) If the City requires Uniti Fiber to remove, alter, change, adapt, or conform its facilities because of changes in the grade of a street or in the location or manner of constructing a water pipe, sewer pipe, or other underground or aboveground structure owned by the City, on alternative right-of-way provided by the City, Uniti Fiber shall make the alterations or changes as soon as practicable when ordered in writing by the City, without claim for reimbursement or damages against the City at no additional charge to Uniti Fiber. If these requirements impose a financial hardship on Uniti Fiber, Uniti Fiber shall have the right to present alternative proposals for the City's consideration. If the City requires Uniti Fiber to remove, alter, change, adapt or conform its facilities to enable any other corporation or person, except the City, to use, or to use with greater convenience, any public right-of-way, Uniti Fiber shall not be required to make any such changes until such other corporation or person shall have undertaken, with solvent bond, to reimburse Uniti Fiber for any loss and expense which will be caused by or arise out of such removal, alteration, change, adaptation or conformance of Uniti Fiber facilities; provided, however, the City shall never be liable for such reimbursements. (m) Uniti Fiber shall indemnify, save and hold harmless the City of Beaumont from any and all claims for injuries and damages to persons or property occasioned by or arising out of the installation, maintenance, operation, repair or removal of the system by Uniti Fiber, except to the extent arising DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 from the sole negligence, or wanton conduct or gross negligence of the City of Beaumont, its employees or agents. Neither party shall be liable to the other for any consequential, special, or indirect damage hereunder. (n) If the system or any part thereof installed by Uniti Fiber shall be in any respect damaged or injured by the City or any public entity in connection with any construction or maintenance of any public facility, Uniti Fiber shall not be entitled to prosecute or maintain a claim against the City or such public agency unless such damage is occasioned by the City or such public agencies wanton conduct or gross negligence. However, nothing contained in this paragraph shall prevent Uniti Fiber from prosecuting or maintaining a claim against a private contractor employed by the City or such entity. (o) Recovery by Uniti Fiber for damages that occur to Uniti Fiber facilities, as a result of an adjoining residential homeowner's attempt to construct improvements to his frontage shall be limited to actual damages only and no loss of revenue as damages. Any additional cost shall be borne by Uniti Fiber. (p) The system shall be maintained and operated in such a manner as to cause no damage to public facilities. Damage to public facilities occasioned by such maintenance and operation shall be at Uniti Fiber expense. Such damages shall be limited to actual damages and no loss of revenue damages. (q) Uniti Fiber contractors shall furnish the City with a certificate of insurance issued by an insurer acceptable to the City showing that the permittee has in force, and will maintain in force during the construction of the system, liability insurance of not less than $1,000,000 for any one accident and property damage insurance of not less than $1,000,000, or to applicable City insurance requirements, at the time of such construction. Such insurance shall be maintained in force during the life of the project and no modifications or change of insurance coverage and provisions shall be made without ten (10) days written advance notice to the City. (r) Uniti Fiber shall make payment to the City of Beaumont in accordance with Chapter 283 of the Texas Local Government Code. (s) Actual expenses of inspection incurred by the City in connection with maintenance of the system by Uniti Fiber (except as provided in Paragraph k) shall be reimbursed to the City by Uniti Fiber upon written request therefore, which shall include evidence of such costs. (t) Uniti Fiber agrees that it shall mark the location of its system within DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-8F3D9F7E40F9 seventy-two (72) hours after receipt of notification of proposed construction. Uniti Fiber maintains a toll -free telephone number to be called for location of the system. Should Uniti Fiber fail to locate the system for the City within seventy-two (72) hours of request duly acknowledged, Uniti Fiber shall pay a late charge of Five Hundred Dollars ($500) per day. In the event of a dispute concerning notice, Uniti Fiber audio tape of telephone messages shall provide proof of notification, which tapes will be made available upon request. Alternatively, notice may be shown by delivery of a certified letter to Uniti Fiber. (u) Uniti Fiber, at no cost to the City, shall keep in the City and make available upon request, complete "as built" drawings clearly showing locations and depth of all facilities. Such drawings shall be provided to the City within sixty (60) days after completion of the project. (v) This agreement may not be assigned by Uniti Fiber to any other company or legal entity without the prior written approval by the City of Beaumont's Public Works Director, except that Uniti Fiber may assign its rights and obligations under this agreement to Uniti Fiber's parent, subsidiary, affiliate or successor entity without such consent, so long as the parent, subsidiary, affiliate or successor (1) assumes all obligations of Uniti Fiber under this agreement; and (2) is bound to the same extent as Uniti Fiber, and (3) the City is notified of the assignment within sixty (60) days and is furnished a written document within which the assignee assumes all obligations under this license. Said consent by the City shall not be unreasonably withheld. (w) Should any other company or legal entity, other than Uniti Fiber or Uniti Fiber's parent, subsidiary, affiliate or successor as authorized in section (v), use the system installed under this agreement under the rights granted herein without notification of the City of Beaumont's Public Works Director, such use shall be a violation of this agreement and Uniti Fiber will cease all use of the system and the City may take steps necessary to enforce a cancellation of this agreement, including removal of some portion or all of the system upon thirty (30) days written notice to Uniti Fiber, its subsidiaries, affiliates or successors. The City shall give Uniti Fiber written notice of any violation of this agreement. If Uniti Fiber fails to correct such violations within sixty (60) days of such notice, this agreement shall be immediately terminated upon said sixtieth day. Any notice to be given hereunder by either parry to the other may be affected either by personal delivery in writing or by registered or certified 5 DocuSign Envelope ID: DA7910E4-B7E9-4172-8F1A-BF3D9F7E40F9 mail, postage prepaid with return receipt requested. Mail notices shall be addressed to the addresses of the parties as follows: City of Beaumont Uniti Fiber Public Works Department Attn: Robert Dixon PO Box 3827 Address: 10802 Executive Ctr Dr Suite 300 Beaumont, Texas 77704 City/State/Zip: Little Rock, AR 72211 (409) 880-3725 Phone/Email: robert.dixon@uniti.com NOTICE PURSUANT TO PARAGRAPH "S" SHALL BE GIVEN AS FOLLOW: The above -stated addresses may be changed to such addresses as the parties may from time to time designate by written notice. Commencement of work on the fiber optic system by Uniti Fiber after the date of this agreement shall be construed as evidence of Uniti Fiber acceptance and approval of the conditions above set forth. This agreement shall be governed by and construed in accordance with the laws of the State of Texas, including, but not limited to Chapter 283 of the Texas Government Code. This agreement embodies the entire agreement between the parties hereto and supersedes all prior agreements and understandings, if any, relating to the matters addressed herein. This agreement may be amended or supplemented only by a written instrument executed by both parties. ,INTENTIONALLY LEFT BLANK,( 0 DocuSign Envelope ID: DA791 CE4-B7E9-4172-8F1A-8F3D9F7E40F9 IN WITNESS WHEREOF, the City of Beaumont, Texas, has caused these presents to be signedbyits City Manager and the seal of the City to be herewith affixed by the City Clerk, this !� day of �G �" - , 2021. A - UxC,&a by: 'Y OF BEAUMONT �_ I L_ Kyle Hayes, City Manager UNITI FIBER Oooccu,Slgned by: B'A(I '� Name. 321_ Title: President, Wholesale and Strategic Accounts 7 0000 00000 .0.. Liniti 000 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE BEAUMONT LATERAL OPPORTUNITY # 209586 3250 WASHINGTON BLVD BEAUMONT, TX JEFFERSON COUNTY PERMIT DRAWINGS PERMIT ID: N/A FOR PERMITTING: 9/24/21 2 OF 21 TABLE OF CONTENTS LI3pqIJAW.. uTE •..... REFERENCE ..................... BEAUMONT LATERAL SHT. 01 SHT. 02 COVER SHEET TABLE OF CONTENTS I IR DATE;,•,•,,,REViSION,,,,,,,.,BY, SHT. 03 LOCATION MAP .••••• .........: SHT. 04 BILL OF MATERIALS '"' "' SHT. 05 CONTACT SHEET • • • .................. • SHT. 06 GENERAL CONSTRUCTION NOTES SHT. 07 SYMBOLS KEY SHT. 08 DIRECTIONAL BORE SHT. 09 2.5' x 5' x 2.5' HANDHOLE DETAILS SHT. 10 2' x 3' x 2' HANDHOLE DETAILS SHT. 11 HANDHOLE INSTALLATION DETAILS SHT. 12 HANDHOLE SLACK STORAGE DETAILS SHT. 13 CABLE GROUNDING INSTALLATION DETAILS SHT. 14 SHT. 15 TYPICAL AERIAL CONSTRUCTION DETAILS TYPICAL AERIAL CONSTRUCTION DETAILS (CONT.) SHT. 16-21 OUTSIDE PLANT - PLAN & PROFILE & DETAILS DATE:9/24/21 DESIGN: MM DRAFTED: MM SCALE: 1:50 Uniti NWEILER ;OM CONSULTING, INC. 8516DOITE 7ARK MEADOWS DR LTDEU 720-3�55774 VICINITY MAP CITY: BEAUMONT, TX COUNTY: JEFFERSON LATTITUDE: N 30.055753' LONGITUDE: W-94.122359° CONSTRUCTION NOTES: 1. OPEN CUT TRENCH 31' AND BORE 2,788' WITHIN RIGHT OF WAY AND INSTALL (X3) 1.25" HOPE CONDUIT AND PULL 24F CABLE 2. PROPOSED (X3) 4'X4'X4' BOREPITS LOCATIONS AND (X5) 2'X3'X2' HANDHOLES PROPOSED UNDERGROUND: 2,819' FEET LEGEND GREEN = PROJECT AREA RED= UNDERGROUND CONSTRUCTION BLUE = AERIAL CONSTRUCTION MAGENTA = EXISTING DUCT 3......PIT. REFEj{ENCE ..................... BEAUMONT LATERAL ,DATE .......REVISION.......;.BY. e/x/r, uF mr—;�nom m�.ucaur,,;, uu DATE: 9124/21 DESIGN: MM DRAFTED: MM SCALE: 1:50 e 00800 aoe Uniti ooeo WEILER M CONSULTING, INC. SUITE PEAR MEADOWS DR RE Tom, CO 80124 TFL• 720-344-5577 BOM BOM Beaumont Lateral ITEM DESCRIPTION U/M TOTAL Proposed UG FT 2819' Existing UG FT 0' 1.25" Conduit FT 8457' 4" Conduit FT 0' 24F Pull Through Conduit FT 2819' 24F Slackloop FT 300' 24F Total FT 3119' Mule Tape FT 2819' Splice Enclosure EA 1 HH 24x36x24 5 HH 36x60x36 0 MH Size Standard 0 BP Size 4x4x4 3 i 4 OF 21 .............................. E............................ ANGE........................ ICE AREA RfrFE}2ENCE ..................... BEAUMONT LATERAL DAjE: ,,,,,REVISION.,,,,,: RY, s/w/zt,: uF mrr-doom arswuwr.!�!;.!°! . SIGN: MM AFTED: MM ECKED: /QC: ALE: 1:50 ..... Uniti 31NEERING COMPANY: u4ANWEIIER TELECOM CONSULTING, INC. SUITE ORK MEADOWS OR LONE TRFf. CO 80124 TEL, 720-344-55n CONTACT SHEET SHEET 5 OF 21 �• ;�T..•.••.•......••......• .••• ROUTE.........I .................. EXCHANGE ........................ . SERVICE AREA MAP, REFERENCE .................. UTILITY OWNER UTILITIES CITY GOVERNMENT UNITI TEXAS ONE CALL SYSTEM 1-800-245-4545 CITY OF BEAUMONT 99NF IX ......................... 10802 EXECUTIVE CENTER DR. OR 811 REAL PROPERTY COORDINATOR PROJECT BEAUMONT LATERAL BENTON BUILDING, SUITE 300 LITTLE ROCK, AR 72211 (501 }850.0820 ATMOS ENERGY 6466 TX-19 ATHENS, TX 75751 (903)670-3048 ENGINEERING DIVISION ANTOINETTE HARDY fiber.optics@BeaumontTexas.gov 801 MAIN STREET Co. """"""""' �.'• • • • . • • .. • • • • Tm' • • • • • • • • • • • • ROBERT DIXON (727}543-4206 (888)286-6700 BEAUMONT, TEXAS 77701 13N9.. •. • • • • • • • • • • ONCOR ELECTRIC DELIVERY (409)-880-3725 DATE; , , , , . , ,REV slO,y , , , , , , ENGINEERING CONTRACTOR 1616 WOODALL RODGERS FWY STE 5E-003 BiIWWT,m : x DALLAS, TX 75202 COUNTY GOVERNMENT MTC ENGINEERING (888)313-6862 ... ................... 8600 PARK MEADOWS DR, SUITE 800 JEFFERSON COUNTY •.••••• ............•••••.•••. LONE TREE, CO 80124 WATER UTILITIES PROJECT MANAGER ENGINEERING DEPARTMENT • • • • • • . • • • • • • • • • • • • • • • • • • • • • • (720}344-5577 BLAIN DISHMAN 1350 LANGHAM RD MICHELLE FALGOUT-COUNTY ENGINEER 1149 PEARL STREET, 5TH FLOOR MATTHEW MINUTI (630)-743-3639 BEAUMONT, TX 77707 BEAUMONT, TEXAS 77701 TRACI MONROE (720)-891-8374 (409)-785-3001 (409)-835-8584 RAILROADS: TEXAS DEPARTMENT OF TRANSPORTATION CONSTRUCTION CONTRACTOR BNSF RAILWAY BEAUMONT DISTRICT ENGINEER NOBLE RESOURCES CORPORATION 2560 LOU MENK DR FORT WORTH, TX 76131 CHAD BOHNE, P.E. 8350 EASTEX FWY 7102 NORTH 30TH ST. (800)-795-2673 BEAUMONT, TEXAS 77708 TAMPA, FL 33610 (813}241-6968 UNION PACIFIC RAILROAD 1400 DOUGLAS ST (409)-892-7311 , OMAHA, NE 68179 (402)-544-5000 OR (888)-870-8777 DATE: 9124121 DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE: 1:50 • ass sass :aUniti ENGINEERING COMPANY: ANWEILER TELECOM CONSULTING, INC. 86DO PARK MEADOWS OR SUITE 800 LONE TREE CO 80124 TEL• 720-344-5577 GENERAL CONSTRUCTION NOTES GENERAL NOTES: GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. 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, UNITI, OR THE RIGHT-OF-WAY- GRANTOR. 3. LOCATIONS 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 LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN EVENT OF CONFLICTS. 5. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS 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, EMBARKMENTS, SHRUBS, TREES, GRASS SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. EQUIPMENT TYPES SPECIFIED HEREIN (ic 'BACKHOE, 'SWAMP PLOW, ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXCEPTIONS. & ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY, & LOCAL REGULATORY AGENCIES. INCLUDING BUT NOT LIMITED TO OSHA, TXDOT, ETC. 9. THE CONTRACTOR SHALL CONTACT THE ADJACENT PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF CONSTRUCTION AT THE WORK SITE. 10. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. 11. PEDESTRIAN TRAFFIC AREAS MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY NOT BE REROUTED ONTO PRIVATE PROPERTY OR INTO STREETS. 12. NO EQUIPMENT OR MATERIALS SHALL BE STORED OR PERMITTED TO STAND UNPROTECTED WHERE TRAFFIC IS MAINTAINED. 13. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING NON -WORKING PERIODS. 14. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME 15. EXCAVATION MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY. ALL SPILLED MATERIAL WILL BE REMOVED IMMEDIATELY. 16. EXISTING SIGNS, DELINEATORS, GUARDRAILS, MAKERS, 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 INSPECTING ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE AND/OR ANY OTHER AGENCY HAVING AUTHORITY/JURSDICTIGN. 17. CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT BE REMOVED. WRITTEN PERMISSION SHALL BE REQUIRED PRIOR TO TO ANY EXCAVATION IN THIS AREA 18. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY, COUNTY, STATE SPECIFICATIONS AND STANDARDS. 19. ALL PERSONS WHO FLAG TRAFFIC ON STATE RIGHT-OF-WAY MUST BE CERTIFIED. 20. ALL SURFACE AND SUBSURFACE RESTORATION 15 TO BE IDENTICAL TO THE ADJACENT UNDISTURBED AREAS. 21. THE CONTRACTOR(S) IS RESPONSIBLE FOR ANY UTILITY DAMAGES. WHEN ANY PERSON DAMAGES A UTILITY LINE OR PROTECTIVE COATING DURING EXCAVATION OR DEMOLITION THE CITY OF JURISDICTION AND THE AFFECTED UTILITY WILL BE NOTIFIED. 22. ON ALL WORK ASSOCIATED WITH TXDOT PROJECTS THE RESIDENT ADMINISTRATOR FOR TXDOT MUST BE NOTIFIED AT LEAST 48 HRS BEFORE STARTING WORK. 23. CONTRACTOR IS RESPONSIBLE FOR ALL COMPACTING AND SEDIMENT CONTROL REGULATIONS. • THESE PLANS MEET OR EXCEED TXDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. '• NO HANDHOLES ARE TO BE PLACED WITHIN DITCHUNES. We •� �• 1. ALL CONDUIT WILL BE 4' ID SCHEDULE 40 (is. PVC OR BSP/GSP/EMT), MANUFACTURED SPLIT PVC OR SPLIT BSP/GSP, UNLESS SPECIFIED OTHERWISE 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION 1-80D-245-4545 TEXAS ACTIVITY. 3. SHORING MAY BE REQUIRED AND SHALL COMPLY TO O.S.H.A. STANDARDS. C ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 48' MINIMUM COVER PER. 5. MECHANICAL PROTECTION SHALL BE REQUIRED ANYTIME A 48' MINIMUM COVER IS UNOBTAINABLE SUBJECT TO APPROVAL 5. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM 48' RADIUS UNLESS SPECIFIED OTHERWISE ALL SPLIT CONDUIT BENDS AND SOLID PVC BENDS SHALL REQUIRE CONCRETE ENCASEMENT, UNLESS SPECIFIED OTHERWISE 7. NETWORK SERVICES OPERATIONS PERSONNEL TO BE CONTACTED BY THE CONTRACTOR 5 WORKING DAYS PRIOR TO CONSTRUCTION. & ALL STATIONING IS BASED ON AS -BUILT INFORMATION, THEREFORE SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED. 9. WHERE TRENCHING TECHNIQUES ARE USED THE MINIMUM DEPTH TO THE TOP OF CONDUIT WILL BE 42' UNLESS APPROVED BY THE PROJECT ENGINEER. 10. WHENEVER DIRECTIONAL BORING IS UTILIZED TO INSTALL CONDUIT ALL EXCAVATIONS SHALL BE BACKFILLED PER TXDOT SPECIFICATIONS. 11. VERIFICATION OF THE LOCATION OF ALL UTILITY CROSSING IS THE SUBCONTRACTOR'S RESPONSIBILITY. HAND DIG WHERE REQUIRED. ALL KNOWN UTILITIES MUST BE 'TEST PITTED'. 12. CONTACT TEXAS MISS UTILITY 72 HOURS IN ADVANCE OF CONSTRUCTION AT 1-800-DIG-TESS FOR LOCATION OF BURIED UTILITIES. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL TXDOT TRAFFIC LOOPS LOCATED. 14, CONFIRM WITH FIBERLIGHT, WITH TXDOT CORRESPONDENCE, THAT ALL TRAFFIC LOOP LOCATIONS HAVE BEEN COORDINATED FOR MARKING. 15. AT THE END OF EACH WORK DAY CONDUIT CAPS WILL BE PLACED ON ALL VACANT DUCTS. 16. A MINIMUM BENDING RADIUS OF 24' FOR FIBER CABLE WILL BE ADHERED TO. 17. MAXIMUM CABLE INSTALLATION TENSION MALL NOT EXCEED 600 POUNDS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND STORAGE OF ALL SHRUBBERY TO BE REPLACED 19. RESTORATION OF THE CONSTRUCTION AREA TO ORIGINAL OR BETTER CONDITION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. PLACE 6' OF 3/4' CRUSHED ROCK IN THE BOTTOM OF THE PIT PRIOR TO PLACING THE HANDHOLE. 21. ALWAYS HAND DIG WITHIN 2' OF UTILITIES. 22. PLACE A 100' COIL OF SLACK IN EACH HANDHOLE/MANHOLE 23. EXCAVATE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE 24. CONSTRUCTION MATERIALS AND STAGING AREAS ARE NOT PERMITTED WITHIN 25' BUFFER ZONE OF WETLANDS, CREEKS, AND STREAMS. 25. THE CURB AND GUTTER IS NOT TO BE DISTURBED WITHOUT PRIOR APPROVAL 25. IN THE EVENT THAT IT IS NECESSARY TO REMOVE ANT PORTION OF THE CURB AND GUTTER IT IS TO BE REPLACED SEAM TO SEAM IN A MATCHING CONFIGURATION TO THE ADJACENT CURB AND GUTTER. PERMIT FROM THE CITY OF JURISDICTION IS REQUIRED. 27. ALL WORK WILL ADHERE TO THE REQUIREMENTS SET FORTH IN THE LATEST TXDOT UTILITY POLICY. 28. CONSTRUCTION NOTES SHALL APPLY TO ALL DRAWINGS. 29. A MINIMUM DEPTH OF 48' OR GREATER IS REQUIRED AT ALL RIVER, CREEK, AND/OR CROSSING_ 6 OF REFERFIICE BEAUMONT LATERAL CO. SEC.......... c/3o/41; uF mlr-�mm ea�caur.!e!;. uu . DATE: 9/24/21 DESIGN: MM DRAFTED: MM SCALE: 1:50 ease Osseo Uniti see ENGINEERING /EIlER CONSULTING, INC. 8600 PEAR MEADOWS DR SUE LONE TREE, CO 80124 TEE• 720- 44-5577 SHEET 7 OF 21 ................................... SYMBOLS KEY gauTE ............................ EX,•CHANGE. Mai ----*o"*mrH +mo+— PROP TRENCH FIBER • ELECTRICAL UTILITY FEATURE Q FIBER SYMBOL ........................ SERVICE AREA = _ sa -� -� PROP BORE FIBER © GAS UTILITY FEATURE DQ EXIST FIBER SPLICE MAP, REFERENCE,,,,,,,,,,,,,,,,,, H PROP FIBER SPLICE COMPANY ......................... nzv RnwFUN PROP PLOW FIBER SANITARY U11UTY FEATURE PROJECT BEAUMONT LATERAL co. �Ec.,,,,,,,,,, 100' EXIST FIBER STORAGE vic —�-��- a�T =T EXIST CABLE ID J STORMWATER UTILITY FEATURE 100 PROP FIBER STORAGE eaaN, om,, „m,w enmW PROPOSED AERIAL ® WATER UTILITY FEATURE Tm........... •• MHEXIST MANHOLE RNG:............ CURB • RECLAIMED WATER UTILITY FEATURE ® PROP MANHOLE x , , , , REVISION ...... v, BY EOP QC COMMUNICATIONS UTILITY FEATURE HH EXIST HANDHOLE .PATE.: , , , DDO a ..: �-..... wr,�' — - - - - CENTERLINE • • .................. ITC TRAFFIC CONTROL UTILITY FEATURE ® PROP HANDHOLE "' ....""""' •' • • • PROPERTY LINE .. ................... -- R/W -- wv RIGHT-OF-WAY FIRE HYDRANT 10 BORE PIT ........................... BUS STOPS ---------------------------- -------------------- EASEMENT ADA RAMPS 0 EXISTING UTILITY HH FENCE ® PARKING METER 'lIl PROP GROUND ROD I I I I I I III I I I I I I I I I I I I I I I I I I I I I R/R TRACKS DUMPSTER S S S S SANITARY SEWER ® PED TRAFFIC SIGNAL MARKER MAILBOX I STEEL PILING D D D D STORM SEWER POWER/PHONE POLE � CULVERT E E E E POWER o MONUMENT E— EXIST GUY !ATE: C C C C COMMUNICATIONS T— EXIST S/W ANCH (XX'X" MR) PROPOSED MAKE-READY 9124/21 G G G G GAS EXIST FIBER SPLICE FIBER SYMBOL DESIGN:MM DRAFTED:MM W W W W WATER CHECKED: XXXX'' EXIST FIBER STORAGE �� PROP GUY QA/QC: IRR IRR IRR IRR IRRIGATION \/u y SCALE: 1:50 TRAFFIC CONTROL SIGNAL POLE ` PROP S/W ANCH - — — — — — — — — - EXISTING STRAND c R/R CROSSING SIGNAL PROP FIBER SPLICE •ass• ��:a Unit' ------------ ---------- STRAND SIGN XXX' PROP FIBER STORAGE ENGINEERING COMPANY: cii,cI EXISTING AERIAL kEM INLET _. o—STREET CAR POLE MANWEILER ^o- --- _ GUARDRAIL VEGETATION TELECOM CONSULTING, INC. 86I0 PBAOROK MEADOWS OR o 0 0 ® C D POTHOLE UTILITY CROSSING POINT LONE TR CO 80124 TEL' 720-344-5577 TYPICAL TR-1 F- !G MARKER TPPE OINNGEE DI� CL 8' MIN. NOTE: BAG( FILL MUST BE MADE WITH ROCK FREE MATERIAL TYPICAL TR-3P IXISIMG 4 . MARKER TAPE 2' HDPE-COLOR BULK DUCT 2' HDPE-COLOR BUCK ORANGE DUCT STEFL PIPE 2' HDPE-pLOR ORANGE DUCE 8' MIN. NOTE BACK FILL MUST BE MADE WITH ROCK FREE MATERIAL DIRECTIONAL BORE TYPICAL TR-2 r LNG ��NN WMARKER TAPE R• 2' HOPE -COLOR RA�C{pKpDDUCT p ORM'(,'E WCT R 8, M N. NOTE BALK FILL MUST BE MADE WITH ROCK FREE MATERIAL TYPICAL�DETSRR-2P FM�p HEDRopy/ � GRA GRADE F- 4.. MARKER TAPES2' HDPE-COLO(2ORANGE OU IN. NOTE: BACK FILL MUST BE MADE WITH RGCK FREE WTERIAL TYPICAL JB—R JACK & BORE ROADWAY BSP PUN VIEW I-- VARIES R/W EDP EDP R/W SIDE VIEW .8........O.F...... 2� -,:.:::- ... .................... TYPICAL TR-3 SERVICE AREA MAP. REFERENCE .................. DE OR?DE 0 COMPANY ......................... PROJECT BEAUMONT LATERAL CO. ................. p�pR SEC T4" FNNNdpCp�EBLUE DUCT TWIN...........LACK WCCTOOR RNG..RAtW7CEEWCT R. • •X ••........... DATE,:....... RENSION....... :,BY, NOTE: BACK FILL MUST BE u��a(el ,uF mrt—�nom �AKaIT w� : uu ................. MADE WITH RGCK TREE MATERIAL TYPICAL DB—R................................. DIRECTIONAL BORE ROADWAY HOPE ONLY I I R/1Wj }�Q�R/W _R/y,,J'°I ptR/w- EOP EDP I I PUN VIEW �-- VARIES —{ R/W EDP EOP R/W DATE: 9124/21 DESIGN:MM DRAFTED: MM • . uniti SIDE MEW ANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS OR SUITE 800 LONE TREE. CO 00124 TEL: 720-344-ssn DETAIL "A" 2.51 x 51 x 2.51 HANDHOLE DETAILS DETAIL "A-1" EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE NPDPRENFRUBSE�j 4' X 1.s0 X .25 SEE DETAILCEO, A .1875 SCREW A THUSPIECEMERORTAR COVER FOR MIGHT WASHHEERR NON-S4D 30,000 LES. LOADING SURFACE 4E�%1 2'$W1WIITH 3MpGT 141LI1 CENTER PIN (ONE SIDENLY; POCK 0 WN SEE D An— SHEET 75 IN. (Loco) SECTION A —A NX CKWEL SGEUN19U ROSSIO 1.625UPXP01FX "33 (3 REOUIRTII) SO IN. (NUMBER) RR OCNINC BEAM MORTAR COVER ANMFFRRAMEWVAULT CENTERONLY) .375" PISERT SEE DETAIL A-2'THIS SHEET REINFORCED POLYMERMORTR FWdE ((if'M�BONDED TO VAll NSEE DETAIL 'A-4' MANUFACTURER TM SHEET FIBERG FIBERGLASS ED 60" PLASTIC ULTLT (FRP VAULT 30 3 RENFORCED DETAIL "B„ RIB a.7s' tr• /// - / �:�:` VAULT /i PLANVIEWOM (144 SQ. IN. TOTAL DRAINAGE) 61. T112'" PARALLEL, SAW CUTS IN LINE r 1" DIA HOLE X WITH 4.5 PVC BELL ENDS EDR GROUND ROD y' 6 12 L50" BELL ENDS W[_PVC PLUG. BELL &. TO 5.625 LIFTING BOLTS (IYP. 4 PLACES) 29So" O� () ACCOuO TE SCHED. 2" KNOCKOUT (BOTH ENDS) _ _ — _ _ _ _ _ _ — — — — — — — — _ — — RPM 40 PJC BOTH QJDS) " 59.50" 2.50" KNOCKOUT (BOTH ENDS) PLAN SUITABLE i - 0" RACM 5' - 0" HANDHOLE PARALLa, SAW CUTS IN LINE W11Li 45 PVC BELL ENDS DETAIL "C" DETAIL "D" EXCAVATION PIT SIDE WALL VIEW PROFILEINSIDE LOOKING OUT 30„ 30 EMS MARKER 7„ (ONE SIDE ONLY) +-- 5' - D" EXISTING GRADE 7" i11N. SUITABLE DIRT 7" 7" BACKFEL 17"' l525' 4.75" INTERCEPT EXIST. 2' DETAIL "A-2" ENGAGED LOCK DOWN DEVICE NEOPRENE COVER SD" STAINLESS STEEL ACNE THD. BOLT k o° CAPTURE NUT WnnrrSEL�LEAMNG) A P1D00 UNISIRUT DETAIL "A-3" COOF 2HPILECE RPM COVER Z75" INSERT (TYP-4 PLACESM) V n ea a o d _o- 75" X 1.25" HEX BOLT WITH NUT, AND WASHER COVER HO(�p HOlDOWN GALV (2 REO'D)PPED DETAIL "A-4" SINSTALLTATIONM (TYP. AT 6 PLACES) RPM COVER a n ° SUPPORT TtAK1E a I Q d d BEAM n ° � a a n o a a FEBERGIASS VAULT , CITY OF McAILEN DUCT 25" NOTE ORCFNPEE /GSP ) pss f*10R (TYf')T LINEAR DISTANCE BETWEEN LAC CRUSHED STONE CONDUR (TYP.) BOLT ANCHORS MUST BE 25". SAW CUT SPLIT AND REMOVE 48' EIDSY, DUCT NOTES: 1. VOID W EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERUL 2. BBOOTTTORM� SONFF EXCAVATED 75PIT TO BE BACUWD WITH 12" 3. SHOR NI 1G WILL E RE�UIRED RACE)' 4. ALL HANDHCLES SHALL BE PLACED BELOW EXISIM GRADE 5. THIS HAINHOLE IS OF FIBERGLASS MATERW, APRC7(DIATELY_POUNDS IN WEGHT. THE LDS ARE POLWEi CONCRETE MATERLW., EACH APPROXMkMY —POUNDS. MAP REFERENCE COMPANY .................... PROJECT BEAUMONT LATERAL DATE.;....... REVISIQN ...... ;. BY, ?/?gL?I; uF mlr-rnom ar.!♦11 i. !"! . DATE: 9/24/21 DESIGN: MM DRAFTED: MM -000 ease Uni •09,16 ti ENGINEERING COMPANY: ANWEILER j,, TELECOM CONSULTING, INC. SUITE PAR MEADOWS DR 800 LONE TREE CO B0124 TEE• 720-344-5577 2' x 3' x 2' HANDHOLE DETAILS SHEET,,,,, 10,,,,,9F•.•••. 21•• • ROUTS ............................ EXCHANGE ........................ . SERVICE AREA MAP. j2EFERENCE.................. JOHNNY LOCK NON SKID PpIvIR Y......................... BOLTDOWN (2X) SURFACE PROJECT BEAUMONT LATERAL . CO ................. SEC .............. m............. LIFT PIN (2X) RNGc ............ A: ® 9�J0/21. OF EDIT. Awm B"WO M,�, YY BEAM EMS ......:............................. POLYMER CONCRETE .............................:..... COVER FLOATING NUT W/CLEAN OUT HOLE (2X) (FIELD REPLACEABLE) a 26 1/4" 38 1/8" 12° LONG (8 HOLE) CABLE RACKS 4" 1 EACH SIDE (2X) 3" 1 ° o ° 24" 4„ DATE: 9/24/21 DESIGN:MM DRAFTED: MM CHECKED: I LIFTING BOLT GWClC: 2 EACH SIDE SCALE: 1:50 WALL • • 5 1/2° X 14° 4° X 5 1/2° I MOUSEHOLE • 00 0 ease U n' t' MOUSEHOLE I 2 EACH END (4X) • • ENGINEERING COMPANY: 1 EACH SIDE (2X) B 1 /2 NOTE: OPEN BASE BOX AND COVER ASSEMBLY MEET MANWEILER ANSI/SCTE 77 TIER 15 LOADING TELECOM CONSULTING, INC. 8600 PARK MEADOWS OR SUITE 800 LONTEL:E 720-344-55774 GROUND LEVI EXISTING HANDHOLE INSTALLATION TYPICAL TRACER WIRE�\� �MZ BACKFlLLLLm 1/2' GALVANIZED WIRE MESH 3/4' CLEAN GRAVEL-- "' �1 f PULL BOX HANDHOLE 016 NOT TO SCALE 4- X 5/8' GROUND ROD REPLACED EXISTING 2' COMPACTED SAND CONSTRICTION NOTES, L I- IF GRAVEL SWILL HE PLACED UIGER ENCLOSURE DUfIING INSTALLATION TO ASSIST IN DRAINAGE Z ALL FILL ARGUO1 ENCLOSURE SHALL BE COMPACTED IN S' LAYERS 3. CONSTRUCTION AREA SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION 4. HAN>kial-E SHALL NOT BE PLACED IN A SLOPE GREATER THAN 15X 5, V1RE HESH SHALL BE PLACED UNDER HANDROLE IN GRAVEL TO DETER RODENT ENTRY, 6. ALL TRACER WIRES MUST BE CONNECTED TO TESTING LUG AT EACH HANDHOLE AND CONTINUITY VERIFIEn REEF p2 ; BEAUMONT LATERAL CO. ................. SEC. .PA.? .;....... RENSION........ B,,, Bpg/g1, IIF Emr-�nom e1�gxar.Fu+.,. !n+, . DESIGN: MM DRAFTED: MM CHECKED: QA%QCi: SCALE: 1:50 . moose m:a: Uniti AANWEILER ELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE TRECO 80124 TEL* 720- 44-5577 HANDHOLE SLACK STORAGE DETAILS SHEET,,,,, 12,,,,.OF,,,,,, 21,,,. ROUTE............................ E KCH A N GE ........................ . SERVICE AREA MAP. R KNCE.................. COMPANY ......................... PROJECT BEAUMONT LATERAL DETAIL °A" DETAIL "B" Co,,,,,,,,,,,,,,, CABLE SLACK ARRANGEMENT HANDHOLE LAYOUT Wq'• • . Tm............. RNG.............. B DATE: REVISION,,, BY CABLE RACK G/]0/21 .,UF mR-�Wm HffiV(OUT, FQi ,., MY , LOOP DIRECTION --► ' CABLE RACK CABLE RACK ...•.. `....................... '�-- LOOP DIRECTION ......:............................ S C SE 30' PL,E G SE LOOP DIRECTION 'y 60' C.48LE RACK CPBLE RACK �- LOOP DIRECDQN — CADLE RACK B SEC110N B—B FUR •SP 6 MOCUUNTIN WSER 5 4 P1 S 2 EACH SIDE) DATE: 9/24/21 DESIGN: MM DRAFTED: MM CHECKED: CABLE RENNER CABLE RETAINER QA/QC: SCALE: 1:50 • • • • 1425' CASE see ese. Uniti ENGINEERING COMPANY: ANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 7800 LONE TEL' 720-344-55774 DETAIL "A" PLAN VIEW FIBER CABLE GROUNDING INSTALLATION DETAILS (FOR CONTRACTOR INSTALLATION) DETAIL "B" INSTALLATION DETAIL 6'-1.75' 6' 4'-0' DETAIL "B-1" C-LOK GROUND ROD INSTALLATION METHOD D D O 1. WITH GROUND 2. INSERT WEDGE 3. PUSH WEDGE 4. C04PLE F S. ENSURE SECURING WIRE W SMALL COMPONENT COMPONENT CONNECTION LOCK 6 VISIBLE IN §REEVE, HOOK BETWEEN ROD BETWEEN ROD USING PLIERS. NSPECTION WNDOW C' COMPONENT AND WIRE. AND WIRE TO AROUND ROD. SECURE ASSEMBLY. DETAIL "B-2" C-LOK CONNECTOR G TREEEEN ME SURGE Ua W� NOTE_ SEE DETAIL 'B-1' THIS SHEET FOR INSTALLATION METHOD. DETAIL "B-3" TEMPORARY GROUNDING (INCLUDING SPUR CABLE) BLUE WIRE FROM SURGE ARRESTER ATTACHED SOUTH/IFST TO TIPS OF CABIE FIBER CABLE HDPE DUCT FOR HARNESS SPUR NOTES_ 1. OSP CGNTRACTOR SHALL INSTALL THE FOLLOWING 63X FURNISHED MATRNS: U�DUM� R WITH HARDWARE (1) SPLICE GROUND ROD AND FIGURE B CONNECTOR PULL PARE HARNESS FROM HANDHOLE TO MARKER 2. THE CONTRACTOR WILL FURNISH AND INSTALL THE HDPE, LENGTH AS REQUIRED PER THE DRAWINGS SUPPUED. 3. ALL 63X AND CONTRACTOR FURNISHED MATERIALS SHALL BE IN PULE PRIOR TO PLACEMENT OF THE FIBER OPTIC CABLE, AT WHIN TIME THE TEMPORARY GROUND CONNECTION WALL BE MADE IN ACCORDANCE WITH DETAIL A. 4. AFTER CONNECTION OF THE TEMPORARY GROUND THE CONTRACTOR SHALL SEAL THE ENDS OF THE FIBER OPTIC CABLE TO PREVIM THE EIITRY OF MOISTURE. 5. AFTER INSTALLATION OF THE FIBER OPTIC CABLE AND WIRING HARNESS BY THE CONTRACTOR, THE CONTRACTOR SHALL SEAL ALL DUCT LIE OPENINGS WITH 63X APPROVED MATERIAL TO PREVENT THE ENTRY OF MOISTURE. 6. MARKER AND HANDHOLE SHOULD BE PLACED IN LINE WITH THE NORTHERN CORNER OF THE SPLICE HANDHOL� FOR NORTH SOUTH ROUTES, THE EASTERN CORNER OF THE SPLICE HANDHOLE FOR EAST EST T...... $..... pl�...... �i . E............................. ANG€......................... REFE}2ENCE, BEAUMONT LATERAL GATE K\VI ION......,:, BY, ?/?g/,?1;.uF mir-�mm mrEvcogr,Ea : du T4 K MM D: MM SCALE: 1:50 *Gas *Go Uniti •me• AANWEILER ELECOM CONSULTING, INC. 8600 800 MEADOWS DR SUITE LONE TREE CO 80124 TEL: 720- 44-5577 TYPICAL DETAIL "A" POLE ARRANGEMENT FOR AERIAL TO BURIED �r I GUY 4" � 1 4"_ PO E'T\OOPP NEW GROUND LEVEL 1. EXTEND U-GUARD MIN. B" CONDUIT BELOW GROUND LEVEL 2. FOR CONDUIT PL U-GUARD BELOW SURFACE TO CONDUIT ADAfna TYPICAL DETAIL "D" SUSPENSION STRAND - PULL TOWARD POLE - LESS THAN 5 FEET CURVED WASHER CABLE SUSPENSION BOLT 2 GU( HOOK B„ SPACER NUT I CABLE SUSPEE N TYPICAL DETAIL "G" CURVED WASHER .625" CABLE SUSPENSION JOINING 045 LASHING WIRE 7!�� FORMING WIRE OVER FORMING LASHING WIRE STUD OF CLAMP AROUND STRAND REMOVE ANY SLACK IN THE LASHING FORM THE LASHING WIRE AROUND THE WIRE BY MNNTAIMNG A PULL ON THE STRAND AND PULE IT BELOW THE STUD WIRE AND TAPPING THE STRAND AND BETWEEN THE SECOND WASHER SHARPLY. THEN FORM THE WIRE OVER AND STUD SHOULDER THE STUD AND TIGHTEN THE NUT. CUT THE FREE END OF THE LASHING WARE OFF .75" BEYOND THE END OF THE CLAMP. TYPICAL DETAIL "B" POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION WIRE CLAMP STAINLESS Q1 ((%=MIN OF 20 TIMES CABLE SUPPORT AND SPACER % 4 THE CAME DVS) CAUTION TAG FIBER OPTIC BLACK IN COLOR CABLE CLAMP POLE CABLE POLE TOP MEW 4"-GSA -A GROUND LEVEL 6" LON. CONDUIT ON RESTQUARTER N ON POLE NEAREST qp REPEATER OR SPLICE H.H. 4(36 RADIUS) CONDUIT TO HH OR REPEATER TYPICAL DETAIL "E" SUSPENSION STRAND — PULL AWAY FROM POLE — 5 FEET OR MORE POLE TOP 1/ gpRE�RpgLY B/ 1 CABLE susPENST�N Lr LWFT CURVED WASHER 2 GUY HOOK SPACER NUT .B125•'% 2�•WASH U. CORNER SUSPEN& TYPICAL DETAIL "H" TYPICAL DETAIL "C" TYPICAL CABLE & HARDWARE INSTALLATION 12" GROUND WE4LASHER rE LASHING WIRE CLAMP STAINLESS STE CABLE S TAG CAUTION TAG .5FIBER OPTIC CABLE BLACK IN COLOR p6 INS�ILgTEp CO AND POLE 1O 75" COPPER CIAO GROUND ROD GROUND LEVEL GROUND EVERT 25 MILE AT STRAND TO SHEATH BOND LOCATION TYPICAL DETAIL "F" TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE CABLE GUIDE APF�A j� CABLE HER GUY TO CABLE REa� CABLE SNAP PUWNG LINE TYPICAL DETAIL "I" ANCHOR & DOWN GUY I �I —a GUY LASHING WIRE GRIP AND CLAMP GABLE r C LASANC WIRE GRIP 1ST LASHING WIRE SHOULDER 2ND LASHING WIRE CLAMPING NUT TERMINATING NUT THREADED STUD is WASHER N� GROOVED PLATES 2ND WASHER LAS" WARE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. SH,EET...... 1..... aF...... . �?.... ROUTE............................ XC H AN G E........................ . SERVICE AREA !AAA, REFERENCE .................. COMQANY......................... PROJECT BEAUMONT LATERAL CO ............... SEC .............. TY?I:............ RN G............ REMSION BY Y�(It,: OF EDfi-ALOm HAEAKWT HH : MY (DESIGN: MM DRAFTED: MM SCALE: 1:50 o@ ° :' Uniti °moo• MANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS OR SUITE 7800 LONETTEEL' 720-344-55577 TYPICAL DETAIL 'A" RESERVE CABLE LENGTH STRAND STORAGE APPLICATION TYPICAL DETAIL "E" HARDWARE KIT .25 d2O STAINLESS srANDARD TAP SfEEt LOCK NUT � SUPm BRACKET NY NDWWAASH�ER 563" X .375" FIBERLOOP UNIT SHOWER WASHER TYPICAL AERIAL CONSTRUCTION DETAILS (CONT.) TYPICAL AERIAL IN -LINE SLACK STORAGE DETAILS TYPICAL DETAIL "B" TYPICAL DETAIL "C" IN —LINE SPLICE APPLICATION BUTT SPLICE APPLICATION TYPICAL DETAIL "F" SINGLE & DOUBLE FIBER LOOPS TYPICAL DETAIL "D" LASHING WIRE GRIP AND CLAMP C—LASHING WIRE GRIP INSTALLED ON STRAND GRIP NOTE: LlSFONG WIRE sHotnD FOLLOW LAY OF STRAND WIRES UNDER GRIP. SHEET..... 15..... lF....... J COMPANY ........................ . PROJECT BEAUMONT LATERAL GATE, ......REVISION,,,,,,,:,BY, DESIGN: MM DRAFTED: MM CHECKED: SCALE: 1:50 ewes Uniti sees AANWEILER FLECOM CONSULTING, INC. S86 Upo 800 K MEADOWS OR TR iFLLONE 7 20 5577 CAUTION- UNDERGRDUND UTILITY LOCATIONS NOT GUARANTEED CORRECT. CONTRACTOR TO CALL 811 LOCATES AND POTHOLE TO VERIFY EXISTENCE, 'LOCATION AND DEPTH TO THEIR OWN 'SATISFACTION TO AVOID ALL OBSTRUCTIONS PRIOR TO THE START OF CONSTRUCTION. NOTE TO CONSTRUCTION - NEED TO POTHDLE ALL WATER AND SANITARY SEWER PIPES 10' AND LARGER PRIOR TO CONSTRUCTION. ALWAYS MAINTAIN 3' HORIZONTAL AND 2' VERTICAL CLEARANCE ON ALL WATER AN SANITARY SEWER UTILITIES. CALL WATER UTILITIES PROJECT MANAGER BRIAN DISHMAN AT DEF 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' HOPE CONDUIT CTURES s —s —s —s 19R/W-EOP I y Q� STA OF20 PROPOSED 2PLACE 50' SLACK �n NSTALL FLUSH MARKER REMOVE AND 1. GROUND TO Ea �ONBETTER NSTA3 EA 1.75" HOPE CCN0U0 n INSTALL 2,W CABLE 1 ,� 2V BETTIEER STRUCTURES 1 y, y _ o -V I-V -V -V V -V -V WASHINGTON BLVD 8 STA 0+00 E)OSDNO UMII Yr5W KH RACE SOSLACK 18'R/W-ECP ESIGN: MM RAFTED: MIA NECKED: A/QC: CALE: 1:50 *000 Uni Sass. ti JGINEERING COMPANY: MANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOWS DR SUITE 800 LONE TR CO 80124 TEL, 720- 5577 3N- SHEET 17 OF 21 GROUND UTILITY LOCATIONS NOT s —s —s —s —s —s —s —s —s —s —s —s --s —s —s —s —s {—s I s r--3 —s —s —s - """' NTEEII CORRECT. CONTRACTOR TO CALL 811 I p ROUTE ES AND POTHOLE TO VERIFY EXISTENCE, « 2 , .•........•••••.•••.......• ION AND DEPTH TO THEIR OWN "ACTION TO AVOID ALL OBSTRUCTIONS 1 6UR/W-R/W E�(CH(�NGE......................... TO THE START OF CONSTRUCTION. 3R�,_G� r- cc II TO POTHOLE ALL 19R/YI-EOP « SERVICE AREA TO POTHOLE ALL WATER AND SANITARY I - I I PIPES 10' AND LARGER PRIOR TO - I I I MAP, REFERENCE,,,,,,,,,,,,,,,, ION. RUCTALWAYS MAINTAIN 3' HEIRLEONTAL I y I . ' VERTICAL CLEARANCE ON ALL WATER AND SEWER UTILITIES. CALL WATER I COMPANY .......... . TES PROJECT MANAGER AT 'IE DISHMSTRUG yl LATERAL PROJECT BEAUMONT LATERAL BEAU E CII 1 785-3001 48 HRS BEFORE CONSTRUCTION IRE 11ONAL1 BORE pIREC1IQVAL soft£ INSTALL 3 EA 1.25' HOPE COMM OISTNl CABLE « � CO. 73.9' BETWEENSTRUSTRUCTURESI I I DAN SEC. . I T « Tm: I .. .......... 13N9............. c « _ R/v_ A • R/V - - R/V - R/V — —.— : - �� _ - - v DATE :, REVISION . BY • o c o �• s a/�o%?t.;uF mNr; woln ma�ar,w},:.,wM , � —a —a —D —D —a —a —a —p ............................... ' WASHINGTON BLVD «WASHINGTON BLVD — — — — — — — — — ............................... --i--•v' v-v-v-v -v-v -v -v -v —v —v —v —v —v v — - V v —v —v v —v v g —v — ' ......:.. .................... :..... n �^ RI _ _ a IDN 0+20-6+DD Dw CTIONAL BORE STA 6+6B I I LL 3 EA 1.25' HOPE CONDUIT PROPOSED 2'X3'X7 HH I I INSTALL 24F GABLE PLACE 5V SLACK N « 66V BETWEEN STRUCTURES INSTALL FLUSH MARKER REMOVE AND RESTORE GROUND TO EQUAL OR 11R EOP BETTER CCrMMCN y LAT. 30.30.057BB' 2.3 R/W-cA- LOP: 94.120189' 6oR/'ff-FR/W �I. Dm PROFILE PROPOSEDTQo HH WON��n���������������������>•�������k Mal • O O O O O O O O O O O O O O O M] O U] O U] O U7 O M] O L0 O « 7 N + + + $ + W) + + + + + + N N r7 17 d- U7 U] cD ra n n co 00 DATE:9/24/21 DESIGN: MM DRAFTED: MM :.:: uniti AANWEILER ELECOM CONSULTING, INC. 8 16100E PORK MEADOWS DR LONE TREE CO BOI24 TEL: 720-344-55n CAUTION UNDERGROUND UTILITY LOCATIONS NOT s —s —s —s —s —s —s —s —s —s —s —s —s —s —s —s —s —s — —s GUARANTEED CORRECT. CONTRACTOR TO CALL 811 29'R/M:C/L LOCATES AND POTHOLE TO VERIFY EXISTENCE, 1YR/W-EOP— .L13CATION AND DEPTH TO THEIR OWN 1 SATISFACTION TO AVOID ALL OBSTRUCTIONS 5'RIW PRIDR TO THE START OF CONSTRUCTMK NOTE TO CONSTRUCTIONi NEED TO POTHOLE ALL WATER AND SANITARY SEWER PIPES 10' AND LARGER PRIOR TO CONSTRUCTION. ALWAYS MAINTAIN 3' HORIZONTAL AND 2' VERTICAL CLEARANCE ON ALL WATER AND SANITARY SEWER UTILITIES CALL WATER STA 14+23-18+23 UTILITIES PROJECT MANAGER BRIAN ➢ISHMAN AT DIRECTIONAL BORE STA 6+88-14+23 DIRECTIONAL BORE ALL 3 EA 1.25' HOPE CONDUIT INSTALL 24F CABLE 735' BETWEEN STRUCTURES R/W -- R/V -- —RIV— -- R/W _- R/W -_— _ s s— .3 —2 WASHINGTON BLVD n _ v —v —v —v v $ —v —v —v —v8 v —v —v —v .�—v —v v —v 04STALL 3 EA 1.25 HOPE CONDUIT INSTALL 24F CABLE 400' SEN EN STRUCTURES —s �a WASHINGTON BLVD — —v —v :NW I 2 STA 14+23 I [ PROPOSED 4Sc4'X4' BP REMOVE AND NESTOfiE GROUND TO EQUAL BETTER CCNDUION LAM 3603581V C y LOW:-94.117898' 21'R/IFEOP I e y W W 3rR/W-C/L 80 R/W�R/W SHEET 16 OF 21 ....... ............................ 20U1E.... I ........................ rXCH A W ........................ . SERVICE AREA NAP, jjEFERENCE.................. �OMQANY ......................... 3ROJECT BEAUMONT LATERAL CO ............... SEC .............. TWTI. RNG........... TAX: DATE.; ...... REVISIQN ......:. BY . p/w/z1,; uF, mlr-¢oom eaFalcour,�,;, uu , DATE: 9124/21 DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE: 1:50 Uniti.ease ENGINEERING COMPANY: iMANWEILER TELECOM CONSULTING, INC. 8800 PARK MEADOWS DR SUITE 7800 LONE CO TEL:726-344-55774 � I o 2 a 14wa, a F� A— A— A— DEI 2' 3' 4' 5' 6' 7' 91 10' 11' 12' 13, STA 6+61-14+23 OIREC6CNAL BORE STALL 3 EA 1.25' HDPE CONCUR INSTILL 24F CABLE I rI 735' BETWEEN STRUCTURES IISTA 14+23 PROPOSED BP D RES4' REUG1'E AND OUER TO EWAL OR EQUAL OR CONDITI0WB14CN �+ LAT 5 CAT: 3 94,11714' LCf1-94.117868' h# o u a I m 0 • N S-� JO1 170'RIW- R/W I - SHEET 19 OF 21 ea'R�-�ti I � � 1 .......................... z6A/w-c/L ROUTE . .. ............................ 11A/w Eoa DI EXCHANGE ........................ O/W a J I STA 18+23-22+26 DIRECTIONAL BORE SERVICE AREA I I INSTALL 3 EA 1.2S' HDPE CONDUIT INSTALL 24F CAERE MAP EFERENCE R to c 40V BETWEEN S1RUCnntES ...... .. COMPANY ....................... �ECTMAALL e0� I • INSTALL 3 EA 1.Z6' HDPE CONDUIT �� PROJECT BEAUMONT LATERAL CO ............... INSTALL 24F CABLE 400' BEIWEE71 STTNCIURES m �' ta'Ea S c n 8 � Lg � SEC. ........ Tm m . :............ _ s s s— s— s— s s— s— s— s— —�TAX: DATE;....... REVISION,,,,,,,: BY A A A— — A— A— A— A— — — S 5TH ST ¢— Pm/" .: OF mrt-room "OUT HH • — — V R/V — — RN R 18 C ... ................... . PROPOsm 2'TA HH UNDERGROUND UTILITY LOCATIONS NOT GUARANTEED CORRECT. CONTRACTOR TO CALL ell LOCATES AND POTHOLE TO VERIFY EXISTENCE, LOCATION AND DEPTH TO THEIR ❑VN SATISFACTION TD AVOID ALL OBSTRUCTIONS PRIIIR TO THE START OF CONSTRUCTIONS NOTE TO CONSTRUCTIOM NEED TO POTHOLE ALL WATER AND SANITARY SEVER PIPES 10' AND LARGER PRIOR TO CONSTRUCTION. ALWAYS MAINTAIN 3' HURIZONTAL AND 2' VERTICAL CLEARANCE 13N ALL WATER AND SANITARY SEVER UTILITIES. CALL WATER LITE TTTFS PROJECT MANAGER DRIAN DISHMAN AT DATE: 9/24/21 DESIGN:MM DRAFi'ED: MM CHECKED: WQC: SCALE: 1:50 goo ease Uniti Osseo e a. 00 ENGINEERING COMPANY: ANWEILER TELECOM CONSULTING, INC. 8600 PARK MEADOW'S DR SUITE 80E00 LONTEL:E 720-344-55774 DE 2' 3' 4' 5' 6' 7' 8' 9' 10' 11' 12' 13' 0 C) N �—+ L t I I STA 22+28 BO'R/W-R/W PROPOSED 2`xr& HH PLACE W SACK 1 CBO% VERT 10'BO% CULVERT INSTALL FLUSH MARKER OVE AND RESTORE 1308RRIW-EOP C I GROUND TO EQUAL OR CONDITION DIRECTIONAL 1TIONAL ORE I �L1�TM1' I I LAT. 330.0=19'' DIRECTIONAL BORE LI11_ LON:-94.n790s• ALL 3 EA 1.25' HOPE CONDUIT D STA 22+26-22+71 1NSiALL 24F CABLE 40.!' BETWEEN STRUCTURES DIRECTIONAL E BORE ALL 3 EA 1.25E HOPE CONDUIT 24F CABLE lz BET 45' BETWEEN SDN�gLLC}55�TURES YETIL -- R/V , m a e x. a -- c n-4 n n— n— n— n — s5TH ST F 5TH ST �--- 14'EOP 11TOP TAlk OVE AND RESTORE UND TO EQUAL BETTER CONDITION LAT. 30.057895E IN LOW:-94.11770r PL n .Qj_I I STA 22+71 '"` PROPOSED 4•x4%4' BP REMOVE AND RESTORE OUND TO EQUAL CR OTTER CONDITION LAT. 30.05B019' SU 2J+16-28+00 20RE� LOW:-94.117764E DIRECTIONAL BOFE INSTALL 3 EA 1.25' HDPE CONDUIT 32R/W-C/L STA 22+71-23+16 INSTALL 24U CABLE ABORHmli INSTALL 3 E BORE 492E BETWEEN STRUCTURI3 INSTALL 3 EA 1.25E HOPE COi7WR INSTALL EE CABLE 45 eE'fNEET1 STRUCTURES I 11 x cuLVERT IM STFu 22+26 C STA' 22+71 STAB 23+16 PROFILE PROPOSED HHT \aROPOSED BP PROPOSED BP t t N N 'GROUND UTILITY LOCATIIINS NOT iNTEE➢ CORRECT. CONTRACTOR TO CALL 811 ES AND POTHOLE TO VERIFY EXISTENCE, -IIIN AND DEPTH TO THEIR OWN FACTIIIN TO AVOID ALL OBSTRUCTIONS TO THE START [IF C13NSTRUCTMM TO CONSTRUCTION TO POTHOLE ALL WATER AND SANITARY 2 PIPES 10' AND LARGER PRIOR TO PUCTMN, ALWAYS MAINTAIN 3' HORIZONTAL VERTICAL CLEARANCE IIN ALL WATER AN ARY SEVER UTILITIES CALL WATER TIES PROJECT MANAGER BRIAN DISHMAN AT -785-3001 48 HRS BEFORE CONSTRUCTION SHEET..... ?I?..... iF...... Zl.... ROUTE.......................... EXCHANGE ....................... SERVICE AREA MAP•RETE CE................ COMPANY ............ PROJECT BEAUMONT LATERAL pa............ $EC .............. �—� Tm............. RNc. DA•TE;....... REVISION ...... ,:, BY • C/30/21 : OF EDIT- AWm, BREAK(XJT.M UM . DESIGN: MM DRAFTED: MM CHECKED: QA/QC: SCALE 1:50 Geese *Q:oe Uniti GsoG MANWEILER TELECOM CONSULTING, INC. O O O0 I -01, PARK MEADOWS DR + + SUITE 80D LONE TREE CO 80124 IN TEL• 720-�44-55-n STA 22+20 PROPOSED 27(& HH PUCE 50' SLACK v m� b u • REMOVAND xRESTORE GROUNO TO EQUAL OR BETTER CONDITION U➢ 30.05801W LOW-94.117784' STA 22+77-25+16 DDTEC➢OVAL BORE B OP 127/N STALL 3 EA 1.25' HOPE CONDUO INSTALL 24F CABLE L 45' BEBESTRUCTURES i ]3 9'EOP 0 O Ind v �v —v v —v Ib T— � c I 8 R/' STA 23+18 PROPOSED VX4'X4' BP REMOVE AND RESTORE NO TO EQUAL OR ` BETTER COMMON y UT. 30.D37895' IOW-94.117762' h STA 22+26-22+71 N DIREC➢ONAL BORE ALL 3 EA 175' Ifl)PE CONDUIT INSTALL EE CABLE I 3- BE7ttEF7J STRUCTURES STA 1B}2]-22+E DI11EC7IONAE BORE y� ALL 3 EA 1.25' HOPE CONDUIT /W nAS 24F4F CABLE..-... PROPOSED 21XSX2' RH OPEN CUT 7 0CH PLACE SD' SACK INSTALL 3 EA 1.257 HOPE CONDUIT NSTALL FLUSH MARKER INSTALL 24F CABLE fFA1DYE AND RESTORE 11' BETWEEN STRUCTURES GROUND TO EQUAL OR BETTER COMMON UT: 30.01620857914' LON:-94.1' REGEN SITE STA 23+18-28+08 840 TE RREU DRECTIONAL BORE AVE STALL 3 EA I.Z5' HOPE CONDUIT INSTALL 24F CABLE 16 492BETWEEN STRUCTURES RN R/v -F-R/V r •_ V V -V -V -V V -V -V -V -V 'T VI IlE� C Q ERREL AVE o s: s —s STA 28+19 E70STNG; CHARTER 3'x5'XS HH REMOVEAND RESTORE GROUND TO EQUAL OR n 8ETIFR COMM LAM 30A67937' LON:-94.116188' NOTE TO CONSTRUCTION. CAUTION. NEED TO POTHOLE ALL WATER AND SANITARY SEVER UNDERGROUND UTILITY LOCATIONS NOT PIPES 10' AND LARGER PRIOR TO CONSTRUCTION. ALWAYS GUARANTEED CORRECT. CONTRACTOR TO CALL DII MAINTAIN 3' HORIID]NTAL AND 2' VERTICAL CLEARANCE LOCATES AND POTHOLE TO VERIFY EXISTENCE, ON ALL WATER AND SANITARY SEVER UTILITIES. CALL VATFR IITTI TTTFS PRTLIFGT MANAGER RRTAN ➢TSHMAN AT LOCATION AND DEPTH TO THEIR OWN SATISFACTION TO AVOID ALL ®STRUCTIONS 21 OF 21 .] W. REFERENCE .................. IMPANY ......................... iOJECT BEAUMONT LATERAL CO. ................. SEC........... Tii ............. RNG:........... ATE : REVISION RY UF m1T-. HH : MY ATE: 9/24/21 ESIGN: MM RAFTED: MM NECKED: A/QC: CALE: 1:50 *so - Unit. age JGINEERING COMPANY: OMANWEILER TELECOM CONSULTING, INC. .09 PARK MEADOWS DR SUITE 000 LONE TREE CO 80124 TEL: 720-344-5577