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Fiberlight-PT120214 I A copy of the approved permit must be on the job site at all times. • CC: Applicant T" E`' r Y OF Page 1 of 4 Public Works COPPELL g Permit File Rev. 07/2010 ¥ * ' j-� 4. r --''' ^^-, � � Orig. to Project Fi e x =s.�r a q A pp lowE Tt RIGHT -OF -WAY USE PERMIT APPLICATION , _ Permit valid for 90 calendar days from date of approval Submit permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: 1 I N I 1 a Applicant's Job # / Work Order # t 2100 t Ab I Lt PERMIT FEE: $100.0 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001 -944. Certificated Telecom Provider? © N ❑ Plans provided and approved (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: LQ30 E.. At., L L V c . d General Contractor: FV,{ut2..Q., tQktjm j 1ciY 1 cp Contact # 9 la - 3 a9 - to 400 Permit issued to Company / Representative: FtIp 2.Lj Ik. 1-1-e. / Ifni ko__ 1Jttsc.62_ Address: 4360 Nitiza% 91. ta &lb_ a 3O, AO iN T)( . 1 (4,01% Telephone #: 214.755- 10 741 Emergency Telephone #: 214 - '155 - - (o 14 ( Utility Company Represented: ❑ Oncor Electric Delivery ❑ Atmos Energy ❑ Verizon ❑ SBC/ AT &T ❑ Time Warner Cable ❑ CoSery Electric /Gas R F bea.Li LLC. General Description of Work (provide four [41 sets of plans): In accordance with Ord. No. 2001 -944. 110.ce 4 1O1' off' .2 ne_ Jat ib/12_ ce irr, S. t ..1»- Linv_izeDad ails+ &b% oleit,u_kAtiitt ast%emas.1t.. Estimated Start Date 21 I I IQ Estimated Completion Date* Loj 1 l IQ- * Completion requires submittal of Completion Verification Notice (see page 4) ➢ Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES NO ❑ ➢ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO v/ if YES, must have City inspection prior to concrete replacement Right -of -Way Use Permit Application Page 2 of 4 Representative(s) of the Contractor must adhere to all construction standards approved by the City of Coppell, which includes but is not limited to: Erosion Control Ordinance, compaction requirements (density tests may be required at the applicants expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. Area(s) affected must be restored to as good condition as before the commencement of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection (Page 4) call 972 - 462 -5155. ➢ Any excavation requiring closing of a street /alley must be reported prior to closing to the following: Police Department 0 972 - 304 -3600 Fire Department @ 972 - 304 -3500 Street Department @ 972 - 462 -5150 Engineering Department 0 972 - 304 -3679 ➢ Attach barricade plan / trench safety plan if a lane or street closure is required. NOTE: Street closures are allowed from 9:00 a.m. until 4:00 p.m. ONLY unless otherwise approved by City Engineer. ➢ Attach Work Order (franchise only) and /or 4 sets of prints showing proposed work. Contacts must be made to locate existing utilities 48 hours prior to beginning work. (Application with original signatures should be submitted to the Engineering Department before approval.) ....„0".4.4(-1 ./r 7 14 6 4r /1 e Signature of Utility ' .mpany Representative Printed Name Date _■■= 0,1- (e 0 — tt - a Signature of Contractor Representative Printed Name Date .40,4 r .. !MA Mu, c,C Z i-t Si! � at re of City Representative Printed Name ate ➢ Comments: cc M cc ?ol.t iS (Y1 AI ft l; sr <,c a F vq.0 - ,qsa ➢ NOTE: Notify City Inspector at 972 - 304 -3679 prior to beginning work and prior to backfill for concrete, trench, ditch and open pit inspections. Backfill must meet all construction standards approved by the City of Coppell. Applicant shall indemnify and forever hold harmless against the City of Coppell each and every claim, demand or cause of action that may be made or come against it by reason of or if any way arising out of the closure, blocking, excavating, cutting, tunneling, or other work by the applicant under permit from the City, if such permit is granted. 630 E. BELT LINE ROAD \ 1 / COPPELL, TEXAS _N PROJECT: #02100861 AD 630 E. BELT LINE RD. 1/06/12 MATERIAL LIST QUANTITY FiberLight • FiberLight 630 E. BELT LINE ROAD 630 E. B E L T L I N E R D. (COPPELL TEXAS) COPPELL, T REVISIONS DESCRIPTION NODAL EXCEPT AS UY BE OTNERWSE PROVIDED BY CONTRACT. RESE DRAWRRGS A O SPECIE/DAMNS SHALL RERAN THE PROPERTY Of F1EERJGHT AM ARE REINO ISSUED IN STRICT CONFIDENCE AND STALL NOT BE REPRODUCED, COPIED, OR USED FOR ANY PtINQSE WOW SPECIFIC WRITTEN PERMISSION, ENGINEERS DESCRIPTION SHEET NUMBER SCALE -` SCIENTISTS SHEET 1 ���. 8 SIZE DWG: NTS MAP SHEET 2. fa4 D SIZE DWG: NTS CONSTRUCTION MANAGERS INDEX SHEET 3. N OA ` DATE: 22560 GLENN ___..... K C „ CONTACTS/SHEET INDEX 4. �.�� � APPROVED: T srEa�+c. TE VIRGINIA X18 20164 LEGEND 5. , f ., 1 , 1 (703) -�� GENERAL/CONSTRUCTION NOTES 6. TEXAS EX AVATION SHEET: 1 OF 15 TECHNOLOGIES FAX (703) KC 444-3087 MATERIAL. TAKE —OFF SHEET 7. SAFETY OM SYSTEM o ND. PLAN SHEETS 8 -15. COVER 630 E. BELT UNE ROAD )I / ----t COPPELL, TEXAS / I ommgumgggiapgirngingmmllaIIIIIIIIIIIIIIIIIIIIINRIMININMMITNNINININIIIIInonNmmrnimuunPsi PROJECT: #02100861 AD nqgI 630 E. BELT UNE RD. 1/06/12 Fiber Light MATERIAL LIST QUANTITY „-. 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REVISIONS 1 .., i I I ti 1 r , DM DESCRIPTION INMAL 1 I P *,t , 44 r ( I 1 ) - i g 1 " , ' ■ 1 .... -L-: li 111 ' . • 1111 I, „ - P ii, jil E. ' ■ 4 VI , .,, a ne LN AND ow D 't:1 ,. ,...-....\.: , r t.,, . ., ■ T ,- * 1 ,e,, ,F f ' N,,. 4„,A . -'".'..,:f• '-';i r\ 44. , L - 7 -.. ;;" • i t- 4 i','.?- 44 I 41111111H . ',-, ' ',.., • i ' _7e ) ..4'*: ' •tgett 7-i,A.,.1. , 1 - ,,, ' ERUPT AS WAY RE OTNERIDSE PROMO Erf CONTRAtt THESE DRAWINGS MO SPECIFICATIONS SHALL REMAIN THE PROPERTY OF ' IO '.1 1 . ; ' , I I I '' FITERLIGHT MO ARE BEM ISMO IN SUM CMIDENCE RAJ ,, , ., 0. , ., , " : , PA .".• t. g ,„ - 7 , , , , SHALL NO1 RE REPRODUCED, COPIED, OR USED FOR ANT 'ORME AMIN ID, INT VAN. :24 . w i man SPECIFIC WRITTEN PERNIS9CW SPA,Alp 4, . , , , ' 1,7 %„, ,, 1 ' V ' i i 4 c , , , .... , . ,_ _ , , . ,,....,* ' II ENGINEERS I• SCALE 1.11111104.11111° \ \ 1 : * '\ - 1. ' '.' L '.°61*. I ' ' * ' " ' ' i ' -' - 1"ft -. _ . . r ' , 'o , - ' r"--.--' 8 SIZE DWG: NTS miwommisr411■ , ., , I _ [ is: 111L,It' —',.LA' = ,_- .. iirl ih m ...... PLANNERS \ \-.....- r---- ingiNgaNnimuni. SCIENTISTS 0 SIZE DWG: NTS LOCATION MAP: i ‘41; 11111116 williow CONSTRUCTION MANAGERS , y * r - -L I DATE: i - wiii■likum KC 22560 GLENN DRIVE LOCADON OF EXISTING UNDEMMUID URINES MO APPROVED: ‘s ., I SUR 118 STERLING. WRGONA 20164 PHONE (703) 444-3060 OBSTRUCTIONS ARE NOT GUARANTIED CORRBCT. MillUCTOR -- TO VERIFY LOCABON AM DEPTH OF AU. UNOEMROUND OBSTRUCTIONS TO TWIR 0101 SABSFACUON AM MINTART '.... J.-. .- ...; ' SAFETY' S ..: A O M N wa SH . E . E . T: 2 OF 15 TECHNOLOGIES FAX (703) 444-3087 AGEMATE CIFAILUICE BETWEEN PROPOSED COMUIT AND AIL WIVNICLCOIA OMER COSTING UTRBIES/STRUCRIRES. MAP 630 E. BELT UNE ROAD I ' COPPELL. TEXAS I \ PROJECT: #02100861 AD � ,/'- 630 E. BELT UNE R0. ff . f`i' 1/06/12 i L . r /,. QUANTITY ti --,' \> MATERIAL LIS _ _ _ 4 '''-- # NII ...,,,, .4, i ./..< / / J f 4 1,,,,„„ , y / /I / ; ' � / � / FiberLlght J / / 'A' ce 630 E. BELT LINE ROAD 1 (COPPELL TEXAS) 8 w 9 l ` 10 L 1� " �� REVISIONS 0 I 1 • V, '' i, DATE DESCRIPTION l • • _ . _S.. tom, ' 1 .. • , e; ` ' 1 8 e . E. BELT LINE RD. ._ > t___ - -- -1 ' m Y J I WEPT AS MAY E OTIMIWCE PROMO In COMM T. tECSF I l E DRAMS 1 � Ale SPEaM A710NS 94u MAIN a[ I1F.MIT 01 ill -._} I 1Y Fl6EAUCNi *J ME DEMO ISSUED M STRR.T COIIF11010E 1*0 SNALL MCI EE REPRO COPIED OR USED E0: YT P Q _.. _ J t Q MOUT SPECIFIC MRRTEN PERMISSION IIMIIIIIIII ENGINEERS L l I SCALE E� P LLNNE_RS } N SCIENTISTS I B SIZE DWG: NTS Covs�xrc.o�rr MANAGERS ' ! +T D SIZE DWG: NTS IlmomillIghmom ice:} ti *I% t t DATE: 22560 GLENN LOCATION OF DOSTING UroERGAOl1D TM= AND , c. 1 APPROVED: PHONE (703) 444-3060 SUITE 118 OBS1RUC11ONS ARE NOT GUARANTEED COMET COMM >, �,, i. K ST EItL>1NG. VIRGIPUA 20164 TO VERIFY LOCATION AND DEPTH OF ALL U DEYCMIUID f 1 OBSTRUCTIONS TO tNmt OR SATISFACTION AID WOW TEXAS ' \ t E AVATION SHEET: 3 OF 15 TECHNOLOGIES ADEQUATE CLEARANCE BETWEEN PROPOSED COOK AID XL SAFETY SYSTEM WWW KCLCOM OTHER EOM uTR )TES /siRUCTUIB. ' " D , SHEET INDEX 630 E. BELT UNE ROAD \ 1 / COPPELL, TEXAS 7 � PROJECT: #02100861 AD FiberL 630 E. BELT LINE RD. M ATERIAL LIST QUANTITY r - FIBERLIGHT CONTACTS: SHEET INDEX: VICE PRESIDENT OF OPERATIONS AND CONSTRUCTION: DESCRIPTION SHEET NUMBER JUDD CAROTHERS (817) 613 -1825 COVER SHEET 1. MAP SHEET 2. INDEX SHEET 3. OPERATIONS MANAGER: CONTACTS /SHEET INDEX (THIS SHEET) 4. LEGEND 5. RUSSELL LYTLE (817) 795 -4200 GENERAL /CONSTRUCTION NOTES 6. F i b e r L i g h MATERIAL RAKE —OFF SHEET 7. PROJECT MANAGER: PLAN SHEETS 8 -15. MIKE BITSCHE (214) 755 -6741 ENGINEER CONTACTS: UTILITY CONTACTS: 630 E. BELT LINE ROAD ENGINEERING FIRM: (COPPELL TEXAS) ONCOR ENERGY KCI TECHNOLOGIES INC. (703) 444 -3273 IN AREA REVISIONS 22560 GLEN DR. CALL 1- 800 -344 -8377 DATE DEVAWD )N INITIAL SUITE 118 STERLING, VA 20164 KCI PROJECT MANAGER CONTACT: MARK MEYERS (703) 444 -6394 EXCEPT AS MAY BE OIMERRISE PR AP O. THESE MAIMS Aro sPECNTUIars SMALL L RE 4An THE NF PRO PROPERn of F®ERLRHIT ANO ARE BEING ISSUED IN T CONFIDENCE SHALL HOT HE �TEPROO'TCEO, COPIED, OH N U USED Mk AST PURUR. POSE -� MifF�AUf SPECIFIC NRIt1EN PERMISSION FNGiNEERS SCALE ilimm/imme PLANNERS ���� 8 SIZE DWG: NTS SCIENTISTS 111111111 CONSTRUCTION MANAGERS l; + 1 D SIZE DWG: NTS � , Mfr II DATE: 2 2560 GLENN DRIVE � OF EXISTING IIIOEAGROUlO MIMES MID MID � `1 �� � -.1 APPROVED: KCI SURE 118 A NOT T, COIIIiGOTOR STERLING, VIRGINIA 20164 I TO VERIFY LOCATION AND DEPTH OF ALL @DEAGOOM • f PHONE {703) 444 -3060 OBSTRUCTIONS TO THEIR 0181 SATISFACTION AND IAMBI TEXAS . EX' AVATION SHEET: 4 OF 15 TECHNOLOGIES FAX (703) 444-3087 7 ADMAN CLEARANCE BETWEEN PROPOSED CONDUIT Ale All SAFETY`...:; SYSTEM DTra. Na OTHER EXfSTRIC UTTLITES/ CONTACTS AND SHEET INDEX 630 E. BELT LINE ROAD \ / COPPELL, TEXAS LEGEND PROJECT: #02100861 AD 630 E. BELT UNE RD. FO PROPOSED FIBER LINE jam- ANCHOR 1/06/12 OH PROPOSED OVERHEAD UTILITY LINE MATERIAL LIST QUANTITY Q CLEANOUT W /GROUND RODS - - FO FIBER LINE LOCATION CULVERT R/W RIGHT OF WAY LINE — CENTERLINE <> FIRE HYDRANT W UNDERGROUND WATER LINE T GROUND RODS G UNDERGROUND GAS LINE ❑ PROP. HANDHOLE S UNDERGROUND SANITARY SEWER LINE r- J HANDHOLE (OTHERS) SD UNDERGROUND STORM DRAIN LINE (O MANHOLE E UNDERGROUND POWER LINE D METERS C UNDERGROUND COMMUNICATION LINE MKR F i b e r L g h t diiii MARKER OH OVERHEAD UTILITY LINE 1 I MKR GUARDRAIL = MARKER (OTHERS) Q — --X X FENCE LINE a MARKER (RIGHT OF WAY) A A A TOP OF SLOPE ® PEDESTAL 630 E. BELT LINE ROAD (COPPELL TEXAS) II • T TOE OF SLOPE -0- POLE DITCH LINE REVISIONS 0 TRAFFIC SIGNAL POLE & STREET LIGHT um °tt1P10N` TREES LANDSCAPING U SIGN – – — WATER • TREE DEM AS WT FE mums( PROMO AT MEWL MSC CURB AND GUTTER DRAWINGS AND SPEAT1GIgR5 SNAIL WWI 114 MOIERTY OF FIBERIWNI ANO AK BEING 15SUEO RI STRICT EONEIBEICE NO 111 VALVES SNAIL ROT SE REFROOJCEO COM. OR USD FOR ANT FORME WITHOUT SPE°FIt WRITTEN PERNI540N ENGINEERS SWL SOLID WHITE LINE SCALE ��� —_ PLANS NERS — — ® VENT - B SIZE DWG: NTS EDGE OF PAVEMENT • ��� SCIENTISTS i '. D SIZE DWG: NTS CONSTRUCTION MANAGERS S TEST PIT N, r i i DATE: , � 22560 6�N11E �. � ; APPROVED: MIIMIMINIMMOMMINI KC ST s 201 MAILBOX PHONE � � - 0 ` 187 MAILBOX ADDRESS TEXAS\ EXrAVATION SHEET: 5 OF 15 TECHNOLOGIES FAX (703) 444_5087 SAFETY`.._;, SYSTEM WWW.KCI.COM M. LEGEND 630 E. BELT LINE ROAD ►►► � - - COPPELL, TEXAS ---/ \ CONSTRUCTION NOTES GENERAL NOTES 1. WHERE TRENCHING TECHNIQUES ARE USED THE MINIMUM DEPTH TO THE 1. GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. PROJECT: #02100861 AD TOP OF CONDUIT WILL BE 48" UNLESS APPROVED BY THE PROJECT ENGINEER. 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY, & LOCAL REGULATORY 630 E. BELT UNE RD. 2. ALL EXCAVATIONS WILL HAVE FIBER OPTIC WARNING TAPE INSTALLED 12" AGENCIES. INCLUDING BUT NOT LIMITED TO OSHA, TXDOT, ETC. BELOW FINAL GRADE. 3. THE CONTRACTOR SHALL CONTACT THE ADJACENT PROPERTY OWNERS A MINIMUM 1/06/12 OF 72 HOURS IN ADVANCE OF CONSTRUCTION AT THE WORK SITE. MATERIAL LIST QUANTITY 3. WHENEVER DIRECTIONAL BORING IS UTILIZED TO INSTALL CONDUITS ALL _ _ EXCAVATIONS SHALL BE BACKFILLED PER TXDOT SPECIFICATIONS. 4. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. r 4. VERIFICATION OF THE LOCATION OF ALL UTILITY CROSSINGS IS THE DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. CONTRACTOR'S RESPONSIBILITY. HAND DIG WHERE REQUIRED. ALL 5. PEDESTRIAN TRAFFIC AREAS MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS KNOWN UTILITIES MUST BE "TEST PITTED ". MAY NOT BE REROUTED ONTO PRIVATE PROPERTY OR INTO STREETS. 5. CONTACT TEXAS DIG TESS 72 HOURS IN ADVANCE OF 6. NO EQUIPMENT OR MATERIALS SHALL BE STORED OR PERMITTED TO STAND CONSTRUCTION AT 1- 800 - DIG -TESS FOR LOCATION OF BURIED UTILITIES. UNPROTECTED WHERE TRAFFIC IS MAINTAINED. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL TXDOT TRAFFIC LOOPS LOCATED. 7. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING NON- WORKING PERIODS. 7. CONFIRM WITH TXDOT CORRESPONDENCE, THAT ALL TRAFFIC LOOP LOCATIONS HAVE BEEN COORDINATED FOR MARKING. 8. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME. 8. AT THE END OF EACH WORK DAY CONDUIT CAPS WILL BE PLACED ON ALL VACANT DUCTS. 9. EXCAVATION MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY. ALL SPILLED MATERIAL WILL BE REMOVED IMMEDIATELY. 9. A MINIMUM BENDING RADIUS OF 5" FOR FIBER CABLE WILL BE ADHERED TO. 10. EXISTING SIGNS, DELINEATORS, GUARDRAILS, MARKERS, TREES, SHRUBS, FENCES, 10. MAXIMUM CABLE INSTALLATION TENSION SHALL NOT EXCEED 600 POUNDS. WALKS, STEPS, ETC., THAT ARE DISTURBED BY THIS CONSTRUCTION SHALL BE REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION F i b e r L g h t , 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND STORAGE OF ALL OF THE INSPECTING ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE AND /OR SHRUBBERY TO BE REPLACED. ANY OTHER AGENCY HAVING AUTHORITY /JURISDICTION. 12. RESTORATION OF THE CONSTRUCTION AREA TO ORIGINAL OR BETTER CONDITION SHALL 11. CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT BE THE RESPONSIBILITY OF THE CONTRACTOR. BE REMOVED. WRITTEN PERMISSION SHALL BE REQUIRED PRIOR TO TO ANY EXCAVATION IN THIS AREA. 13. PLACE 6" OF 3/4" CRUSHED ROCK IN THE BOTTOM OF THE PIT PRIOR TO PLACING THE HANDHOLE. 12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY, COUNTY, 630 E. BELT LINE ROAD 14. ALWAYS HAND DIG WITHIN 2' OF UTILITIES. STATE SPECIFICATIONS AND STANDARDS. (COPPELL TEXAS) 15. PLACE A COIL OF SLACK IN EACH HANDHOLE /MANHOLE AS SPECIFIED. 13. ALL WORK ZONES SHALL BE IN ACCORDANCE WITH THE TX WORK AREA PROTECTION MANUEL. 16. EXCAVATE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 14. ALL SURFACE AND SUBSURFACE RESTORATION IS TO BE IDENTICAL TO THE REVISIONS ADJACENT UNDISTURBED AREAS. Mt otsc*, flON INmAL 17. CONSTRUCTION MATERIALS AND STAGING AREAS ARE NOT PERMITTED WITHIN 25' BUFFER ZONE OF WETLANDS, CREEKS, AND STREAMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ANY UTILITY DAMAGES. WHEN ANY PERSON DAMAGES A UTILITY LINE OR PROTECTIVE COATING DURING EXCAVATION OR DEMOLITION THE ONSITE COUNTY 18. THE CURB AND GUTTER IS NOT TO BE DISTURBED WITHOUT PRIOR APPROVAL. INSPECTOR AND THE AFFECTED UTILITY WILL BE NOTIFIED. 19. IN THE EVENT THAT IT IS NECESSARY TO REMOVE ANY PORTION OF THE CURB AND GUTTER IT 16. ON ALL WORK ASSOCIATED WITH TXDOT PROJECTS THE RESIDENT ADMINISTRATOR FOR IS TO BE REPLACED SEAM TO SEAM IN A MATCHING CONFIGURATION TO THE ADJACENT CURB TXDOT MUST BE NOTIFIED AT LEAST 48 HRS BEFORE STARTING WORK. EXCEPT AS NAY BE DTHEAWISE MDYDED ICI CONTUE1. N[SE OR MAIMS MO SPECIFICATIONS SHALL PERMS THE PERM OF SOLID WHITE LINE. FWERLMIT AND ARE SEM ISSUED IN SERV OCIMBE ITE AND 17. CONTRACTOR IS RESPONSIBLE FOR ALL COMPACTING AND WTTHOUT IC T CT4. ` F° A"" ""°SE I 20. ALL WORK WILL ADHERE TO THE REQUIREMENTS SET FORTH IN THE LATEST MDSHA UTILITY POLICY. SEDIMENT CONTROL REGULATIONS. SCALE ENGINEERS ■����� PLANNERS 21. CONSTRUCTION NOTES SHALL APPLY TO ALL DRAWINGS. * THESE PLANS MEET OR EXCEED TXDOT ROAD Sc BRIDGE STANDARDS B SIZE DWG: NTS SCIENTISTS AND SPECIFICATIONS. f ''I D SIZE DWG: NTS 22. A MINIMUM DEPTH OF 10' OR PLACEMENT OF CONDUIT IN STEEL IS REQUIRED FOR ALL MAJOR ROAD ___ DATE: CONSTRUCTION MANAGERS '�* NO HANDHOLES ARE TO BE PLACED WITHIN DITCHLINES. ., �►� s INIMMINIOMMEN CROSSINGS. MAJOR ROAD CROSSINGS ARE DEFINED AS STATE ROADS (SR) OR FOUR (4) LANE ROADS :• 101 ` ■ APPROVED: K C I 22560 GLENN DRIVE WITH STOP SIGNS OR TRAFFIC LIGHTS AT THE CROSSINGS. - - 1 SUITE 118 TEXAS`' ' � AVATION SA P RONE (703) 44NG. VIRGINIA - 3oso 20164 2 3. A MINIMUM DEPTH OF 72" OR GREATER IS REQUIRED AT ALL RIVER, CREEK, AND/OR GULLY CROSSINGS. SAFETY SYSTEM SHEET: 6 OF 15 PtroN TECHNOLOGIES Fux (om) 441 - °IS. N0. www.ka.com NOTES 630 E. BELT LINE ROAD \ I COPPER, TEXAS PROJECT: #02100861 AD .AB1� 630 E. BELT LMIE RD. " 1/06/12 M ATERIAL LIST _QUANTITY MATERIAL RAKE -OFF SHEET DESCRIPTION QUANITY UNITS NOTES /COMMENTS 24 COUNT AERIAL FIBER 4,701 L.F FiberLlght 630 E. BELT LINE ROAD (COPPELL TEXAS) REVISIONS DATE DESCRIPTION IIU*L ■ EXCEPT AS MAT RE D)KRWRE PRASCID AT COII RAGE EIiESE DRAWING'S AND SPECIFICATIONS SNAIL REAR TAR PROPERTY OF PERMIT AWJ ARE BUNG ISSDED IN SERICT CONFIQNCE AND SHALL NCI RE REPRODUCED, COPIED, OR USED TOR MY PORPCDC WOW SPECIac OMEN PERNISSIQW ENGINEERS SCALE �_ P LANNERS r - E Ali B SIZE DWG: NTS unomihimi SCIENTISTS i `v° +1 D SIZE DWG: NTS 811111 ■ CONSTRUCTION MANAGERS ,___j DATE: I< C A 2 2560 & DRIVE LOCATION Of DOSTING UNDERGROUND UTILITIES I _ ' - APPROVED: I SiI 118 OBSTRUCTIONS ARE NOT GUARANTIED CORRECT. CONTRACTOR STERLLNG, VIRGINIA 20164 TO VERIFY LOCATION AND DEPTH OF ALL UNIIERGR0UII) ''• �� A PHONE (703) 444 -3060 OBSTRUCTIONS TO THEIR OWN SATISFACTION AND YADQAIN TEXAS �. EX OVATION SHEET: 7 OF 15 TECHNOLOGIES FAX K .COW 444-3087 ADEQUATE LL E EZISTUic tl STRDCCOND AND ALL SAFETY SYSTEM Drys MATERIAL TAKEOFF 630 E. BELT UNE ROAD \ COPPELL, TEXAS /I\ PLACE 665' AERIAL PROJECT: # 02100861AD ONE (1) 24 COUNT FIBER OPTIC CABLE 630 E. BELT UNE RD. aCDO M-ct CO - ct Y r'r) (.0 1"-- 1/06/12 • :NO 0_ f) LO a_ d- N ZN d. P4 w up 0 O iO N O CD rn MATERIAL LIST - QUANTI1 Cl., cn co • 1— co • I— CO • co C co co a CO a a • w I o I in o in Zrn Z� ~ ,`I N E Z 170 SPAN O Ni 0 N (24 CT. STRAND) N w N W Z O Q n.. Z - in a_ o a_ ro X11 p OH 0 N 1— �,, O 00 , O F H 1— OH I— Z SLACK COIL --s.'--------- OH 94' SPAN Z p (150') O3 °y (24 CT. STRAND) p 180' SPAN o U (24 CT. STRAND) F i b e r L r g h t Oy O 5 011 OH OH OH OH OH 0I1 254' SPAN 6 (24 CT. STRAND) in GROUND 49' SPAN + 0 = (USING No. 6 a (24 CT. STRAND) co COPPER WIRE) • 630 E. BELT LINE ROAD Q ' E. BELT LINE RD. c (COPPELL TEXAS) W d 0) W REVISIONS Z DATE marana+ aarw E--+ 47 E-1 OCEPT AS MAY AE OTNEAWSE FRONDED of COMTNACT. MN 0 DRAMS ANO SPECFICATIONS SHALL AEN N THE P* oPUer OF RBERTIONT ANO APE ACING ISSUE0 IN STRICT COMMENCE Aq SHALL NOT 0 REPRODUY.TO, COPMO, ON USED FON AST 'w09Y WITHOUT SPECIFIC WRITTEN PEANISSION. CONNECT TO EX. ENGINEERS FIBERLIGHT HH imimmerrilmso SCALE B SIZE DWG: 1"=-40' riwsr`■ PtANNERa ° D SIZE DWG: NTS r----, " CONS c.noN 1 .411 0-4 7 DATE: ': i I APPROVED: 22560 DRIVE $ _ ' f K I STERUNC. VIRI A 20164 pH r PHONE (703) ,44 -3060 O ✓ `�� }' SHEET: 8 OF 15 FAX (703) 444 -3087 T E XA S '�� EX ' AVATI O N, ,p TECHNOLOGIES wMnriccl�w } SAFETY • .._\ SYSTEM PLAN 630 E. BELT UNE ROAD .\` " COPPEU., TEXAS PROJECT: # 02100861AD PLACE 554' AERIAL 630 E. BELT LINE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - 1/06/12 u) Y u7 + Z "4 , QUANTITY MATERIAL UST __ I 0) . N I O N t— LO �. c o c/) u7 co N 0 N W W a_ Z 12- O 0 CL U 0 0 H i' 248' SPAN 219' SPAN C.) (24 CT. STRAND) (24 CT. STRAND) U z w z z O O FiberLu ' i U U OK OH OH AH OH OH OH OH OH OH ^ OH ( OH OH OH OH OH OH OH OH \ �p G /j VD C7) 630 E. BELT LINE ROAD ci> CV (COPPELL TEXAS) z 0 Z �, o H E REVISIONS cn E . BELT LINE RD. rn DATE DESCRIPTION NM z o w 0 Z M H v _ __ _.. _ _ - - _ _ EICEPT AS MAY BE NOWISE PROMO IT WNTRR[l, TNESE 4.1 __.. ... _ - _ _. _._ ..- ....... _.. _ S AND SPElEIGATg$S SW. REIN THE POVERTY OF - PTBERVAil AND ARE BEING RSUEO N STRR:T CONFRRC£ ■Q Stull NOT BE REVRODKED, COPTEO, OR USED FOR ANY NAME YTTNOUT SPEPEIC WRITTEN PERIESSTON T owiwrimPlimml ENGJNEERS <C _ , >E SCALE awimmow4wwww C/) PLAN)\ER� B SIZE DWG: 1 " =40' — D SIZE DWG: NTS SCIENTISTS r --, ■ CONSTRUCTION MANAGERS 1 DATE: I ' i APPROVED: 22560 GLENN DRIVE ,� - -J � �� , I � I' 1 SOME „I ` �!� I l PN01� 7 414 -3060 ' J SHEET: 9 OF 1 S TECHNOLOGIES FAX (703) 444-3087 TEXAS "�. EX' AVATION „ www.KCI.cow SAFETY SYSTEM PLAN 630 E. BELT UNE ROAD COPPEIL, TEXAS I , ! /\_ PROJECT: # 02100861AD PLACE 554' AERIAL 630 E. BELT UNE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - 1/06/12 N cp N N a) r\ o MATERIAL LIST _ QUANTITY _ N ± d + � + M + co M i d. 00 in c3) I co co co co CO w � caV) in co co N N N N R a_ a_ a. a_ 185' SPAN (24 CT. STRAND) U U 135' SPAN U I-- w w (24 CT. STRAND) w U Z z Z 171 ' SPAN w Z Z ht p Z (24 CT. STRAND) FiberLig 0 C) V OH OH OHV- 12 � .H OH OH OH OH OH OH ON OH OH OH OH OH OH OH OH --------- OH O9 65' SPAN 10 11 (24 CT. STRAND) co — + ..E I` + cv -I 630 E. BELT LINE ROAD -, c (COPPELL TEXAS) Z 0 O H El rn REVISIONS E. BELT LINE RD. 2. ,... 5 j DESCRIP110N lima x u U E-■ El 0 EXCEPT AS HAT RE O1NER SE PROM] lif EONtPAC1. THESE ORAWAGS AV SPECIOCAnONS SHALL MAN THE PADPERTY DE iIRERLM111 AHD ARE QING ISSUED RR Mr CCNFIOENCF AV $HARA HCi SE REPRODUCED. COPND, OR USED FOR ACT x wiTHauT SPECNIC HRR1EN PERNSSIIXi. ENGINEERS x x x , x ,, x x x X x SCALE _��w P LANNERS B SIZE DWG: 1' =40' ��� SCIENTISTS D SIZE DWG: NTS 1111 CONSTRUCTION MANAGERS '‘'?"1 "� 11 DATE: t APPROVED: iNS �►E � - ° 1 S 11G, VIRGINIA 20164 n .� l< C I I Tai 4+u_p •`-./' SHEET: 10 OF 15 &EX AS'., EX' AVATION TECHNOLOGIES FAX (703) 444 -3087 A owa PLAN wIMw.KCI,coY SAFETY SYSTEM 630 E. BELT LINE ROAD COPPELL, TEXAS — \/ I \ PROJECT: # 02100861AD PLACE 504' AERIAL 630 E. BELT LINE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - 1/06/12 O M r ' MATERIAL LIST QUANTITY in co Lo cD c M I I N LO UD d•a • 7` CD I 0 I V N N n W Ln 1 93' SPAN cV CV (24 CT. STRAND) 198' SPAN a_ (24 CT. STRAND) af. 200' SPAN (24 CT. STRAND) O 0 1--- 1- 1— 1— - Z Z OH�off I Z Z f , FiberLIght O O 0 0 a, r`�_ OH OH -- OH `_ OH - OH -- on OH ��- OH -- OH ------ OH -�"�.- OH ------------ OH -'. OH 1 4 13 CV O 64 0 630 E. BELT LINE ROAD �� H (COPPELL TEXAS) W cn w 'I E. BELT LINE RD. REVISIONS �� ES M. = DATE DESCRIPTION N 0 F , Du"uwrItDrxT4 vRrtoCOMrlµi,west R k ARD SPECEICM I SIWL REI * 1 111 PRD} O FIERUCMI MO ARE IOC Mtn M VIM CONFeO END 1 5Mµ1 MOE R OMO. DR ISM KR MMR 701105E Y MIT NOUt SPCC %ItRI PERIRSSRXI, y 1 K ?. 1111.1.11.411111111. ENGINEERS SCALE —Al■ PLANNERS 8 SIZE DWG: 1 "=40' ■i SCIENTISTS 0 SIZE DWG: NTS CONSTRUCTION MANAGERS � ;40$ 0 '".1 DATE: 22560 GLENN DRIVE _ _ 1 I APPROVED: SUITE 18 20164 i T STERLING, VIRG ' �� 1 PHONf 703 444 - 3060 ° ° SHEET: 11 OF 15 TECHNOLOGIES FAx 03) 444 -3087 n1 SAS - X t AVATiON DK ,D, WWW.KCLCD1t SAFETY` :,_.;, SYSTEM PLAN 1 f 630 E. BELT UNE ROAD COPPELL, TEXAS PROJECT: # 02100861AD PLACE 486' AERIAL 630 E. BELT UNE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - 1/06/12 d N + a te . co in MATERIAL UST ` QUANTITY _ � M N + 0 0 -}- cI N CO I N 0 o0 N F- CO N N /1 wit In LC) Z , N N V4, 0 N U a_ a. 191' SPAN 0 Or F.- O (24 CT. STRAND) 1- F- 206' SPAN C.) v (24 CT. STRAND) �_ .\-, W �,-'- OH Z Z ___ N 1 7 JA Y O OH .y��_ O H --------- ON O Z O " f �- 0 11 �"��r,... ON F i b e r L i g h t OH Oh !! l� O 11 �& 011 OH 011 OH OH V OH -.----.------- CO T CD C) �� CV i g S., C, rn 630 E. BELT UNE ROAD � y 'w z (COPPELL TEXAS) �� o E. BELT LINE RD. x R. &' E. DALE REVISIONS DFSCWPTO — - = X x x x x ] x QM OH E11Gli AS MAY BE OTNEr o PROMO BY CON'RKI. MESE . a X X x X 01i DRAMS AVD SPECRICATUN D S SNAIL ROMA C PRO VOS If vii M? AND ARE BEING ISSUED N STU AE Ct CORi ISV Ot? Ory �.y� �H SHA WU LL NOT BE SEPRDDUCES. CONED. DR 1.4i0 TN WOK V RFITIOUT SPECNTC WRITTEN PERNISSVN 0?-? OK dt ENGINEERS EERS yi 011 011 0 SCALE ��i� PLANNERS «....0 00 °" °" B SIZE DWG: t T S ■ SCIENTISTS -0 04 ari D SIZE DWG: NT5 o py ,;a 0 „ 1, 1 �' or+ off 4. + Co is1Ruc�ION MANAGERS 06 �" ON a+ 1 i -, • 7 DATE: `0" � � APPROVED: 2 2560 GL ENN DRIVE - - - -- .' M� R I< C I j PHON tG 3 ) 444 20164 . �` -1 "` 1, H fi �j n EXAS\ EX AVA TI ON �,,� S NO, EET: 12 OF 15 - TECHNOLOGIES SAFETY...„, SYSTEM PLAN i i 630 E. BELT LINE ROAD \ 1 / COPPELL, TEXAS -N\ PROJECT: # 02100861AD PLACE 487' AERIAL 630 E. BELT LINE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - 1/06/12 o MATERIAL LIST QUANTITY 0) a) I N n d I- I N N�� v- 0 CL 0 1 - (24 C STRAND) w (24 CT. STRAND) ( ) z OH •-•+.---_,_._.- OH O m op OH -��OH- OH U FiberL�ght — `-"�', off ----. 0 OH 09 09 OH OH - 09 OH OH OH OH `? isi 0 in + op z cp w H 630 E. BELT LINE ROAD �A ,.._ 4 . 7 (.4 (COPPELL TEXAS) En E. BELT LINE RD. w R z REVISIONS Dm ocswnaI N BIN U A C, c. OH y . 04 X y X Y X x c EXCEPT AS NAT K GO MM PNONOEO HT CONTI Ci. IESE OH DRAMINES AND SPECICICATNINS SHALL Mal THE POOPEktt OF FlBENCICH] A.ND APE BEING ISSUED IN SOW CANIIR'E AN® OH O H OH SHALL NO1 HE NEPRODUQD, COPIEq WAD EON at PRPOSE OH OH wICIgUI snort wpITiCN PERY155141. OPi 6 OH dFf SCALE ENGIAEEERS 0h `}h C , Oh OH B SIZE DWG: 1' O uy OH D SIZE DWG: NTS - 41111- PLANNER'S- off off OH U . +{ OH S ` 4� SCrEvllsrs OH O ,, °" off , DATE: CONSTRUCTION MANAGERS H < -' ,4 1_16._ i - APPROVED: 22560 GLENN DRRlE � !' SUltf 118 ` ' { K C I S TEMS, VIRGINIA 2016; \,..../.--..., � `� ,�' SHE 13 OF 15 PNOIff (703) 444 -3060 TEXAS °�. EX � AVATION �,, ET: TECHNOLOGIES FAX 1 K444-3087 i SAFETY`... SYSTEM PLAN • 630 E. BELT UNE ROAD / COPPELL, TEXAS \ PROJECT: # 02100861AD PLACE 507' AERIAL 630 E. BELT UNE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE - o -4 d N 1/06/12 tr) + N + MATERIAL LIST _ QUANTITY _ O I c N to I V) co • d co CO to 0 00 N N N AV.' etc EL 1Z EL CL 0 0 1— 1- U 298' 284' SPAN LLa (24CT. STRAND) w (24 CT. STRAND) z Z z z O Z /`O,, FiberLig ht 001 OH 011 OH OH OH OH OH OH OH 0 1 9 OH •-..--...._.___. Ohf - OH -- _..�.�_ OH OH OH in o .1 OH ti M Z + H OD 630 E. BELT LINE ROAD H , 2' (COPPELL TEXAS) Gn E. BELT LINE RD. C=1 ti l REVISIONS V cA I amnrnow E-0. N l x X X X X X X X 'X X , I WEPT AS MAO IE 07800.475E 00010 8 m COMIMOT. IIESE DRAWS AND SPECWICAT01IIS SWE00 00440.111E PO MIT ME 010000/441 AND ARE 00446 155000 IN 514400 =Flea la SHALL 801 BE REPR000CEO, 00000. 00. 0500 Mt NO WMOSE WITHOUT 5000014 MIEN P1440ISSIVN ENGINEERS SCALE PLANNERS SIZE DWG: TS �■►r�■ SCIENTISTS D SIZE DWG: NTS -�1 DRIVE CONSTRUCTION MANAGERS f � � DATE: _ ' i �'' APPROVED: GLENN 1 20 GLE E~f • J C I SUITE 114 J STERLING, VIRGINIA 20164 . PRONE (703) 444 a EXAS EX AVATION SHEET: 14 OF 15 H Np TECHNOLOGIES FAX (703) 444-3087 SAFETY'', SYSTEM PLAN WWW.KCI.com 630 E. BELT UNE ROAD COPPELL, TEXAS --IN PROJECT: # 02100861AD PLACE 643' AERIAL 630E. BELT UNE RD. ONE (1) 24 COUNT FIBER OPTIC CABLE 1/06/12 0 co qtr) Y N Y `- Z M QUANTITY 00 M 0_. Z d Z o0 N ,—%-- MATERIAL LIST _ _ _ 0 + n - + D + CONNECT TO PROP. CONDUIT D + oo + 'I c 0 .. (BY OTHERS) TO EX. CELL .. p c NI r I_ TOWER to `� ~� N. �� a_ -.ti o I�� tli cc �N I v ocn 0V) � o cn In z oo ilv F— SLACK COIL N O �S° U (150') U N U W W D7 Z z M CL . l ,\ z Z °- cn 0 GROUND 0 0 177' SPAN O = (USING No. 6 U CL O � (24 CT. STRAND) I COPPER WIRE) to ,� 1, { 127' SPAN 0 U (24 CT. STRAND) 139' SPAN N Z `` (24 CT. STRAND) U 41 O 22 23 Z Fiber Llg , Z O U Z 21 O OH J_ - OH H OH .. OH OH GH OH 7 i� OH OH OH --A.-----__. OH �_`_ OH -- OH I�,_ .rte 24 0 `` O r- ` OH - ■n T �� 630 E. BELT UNE ROAD z E. BELT LINE RD. �i �~ (COPPELL TEXAS) 0 ` ? G r-4 ` q 120' SPAN r H (24 CT. STRAND) REVISIONS rn W ''' r. t> __ _�,_ oAtt oactnrraN loam Z Phi U E-� � A � ., A r 0 v �` Y k DRAMS , 2J MOT IS WY BE OTNE M PROP 0 P =MCC DRY \ V WINGS OD SPCC61CAfICR5 SHALL f1EWN PIE NO}FR1i i FlBERLfGRT AN] iAE BEIMC ISSYCO IR $EN SNJ.It NOT 8E REPROD�KEO. COPKO, OR O5E0 IDR DR P9RlNE f wi SPE R R C ITEN ttR1iSSON. CI MD Y A"[ 1` SCALE ENGINEERS milmow 41■• �� E , B SIZE DWG: 1 •-4O' PLI D SIZE DWG: NTS �� SCIENTISTS r �ONSTRUCITON MANAGERS I % P . APPROVED: 32560 GLENN DRIVE `.: ' - 51N1E 118 , ' r . K C SIERLwiG I, 20164' 1' ,1 SHEET: 15 OF 15 PNONE (703) 444-3060 TEXAS EX ' AVATION FAX (703) 444-3087 TECHNOLOGIES SAFETY'.._ SYSTEM �' PLAN VAIPWACCLOON 'e 1 COPPELL TEXAS -. \ f 630 BELTUNE RD \ PROJECT: # 02100861AD � _ �—_ _..o_ '\ _ 630 BELT � y, ,,,,—.--,---.72,-,-- . IS: " _ dl ` L � " k -- 3 ' l am; `� ° MATERIAL LIST QUANTITY ANTITY COAL T �.., � � i � , ;I i —- { \ fir f =: 1 r ,_ l :' E I _ --- n I f b 1,2; y —' 1 P .. /if .. 1,?,°) , _ _L ■ -; tt FiberLight a fir e Lr T 17J! o1 nr N :-.--t. 4i,neO i�E .. . ,. k q 0, L Y � - ajY't` y i � '� ty ! T ���E . rs+r•, � ZI N y . . ' ([: 1 'j ._:::; a ...o Wrertg4l Or rr z...., � w 't"` �Y4 '� t I I i f �' `'' "` _- .. l ` a � r REVISIONS INITIAL I ' �rh'. 'I di � ,, ���`�'' � � DAT DESCRIPTION MEP: A: EP: a WAY BE OT4YrSE PROVERO BY CG TRwr. RESE OPREM AS) SPECDCABOSS DOLL ROWS THE PROPERTY OF 03:12030 EEPD WO .E' O FRCi CM AND 3041 YOt BE REPROIXED, DM- TAPER LENGHP OR 010 FOR kV PJRPOSE earwur SPEORE %g1T1 PE4YSSO& SPEED (S) WIDTH OF OFFSET (W) IN LEGEND SCALE IN MPH 9 10 11 12 REMARKS 25 OR BELOW 94 105 115 125 L =s'W /60 TABLE 6: 1•• DIRECTION OF TRAFFIC B SIZE DWG: I " =5o' 30 135 150 t65 180 - ALL TTC OPERATIONS SHALL, 0 36" CONES W20 -6 D SIZE DWG: NTS 35 184 205 225 245 POSTED SPEED. 25 MPH OR LESS 100• -200• _ AT A MINIMUM, CONFORM TO THE CURRENT TMUTCD. X SPEED DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 245•_475• X SPRING LOADED SIG N 45 405 450 495 540 L =SW POSTED SPEED MIMfT. LIMIT f ..�. APPROVED: ROADWAYS WITH 45 MPH OR IFCS TABLE C: %A WORK A REA I'III 1 !` — "�. 50 450 500 550 600 POSTED SPEED LI MIT. 350' -500' � xav, _ FACING NOTE: r , MA...,t •fP: 55 495 550 605 660 R W SPEED LI R � THEN 45 MPH LOCATION: 0-35 M PH: 3 6+ M PH: KEEP A T LEA 6 OF �' /S2 40 �20 �� - _ Soo —eoo zoo agrr,� SHEET: 1 OF 24 6o sao 60o s6o 720 ,, LIMfTEO ACCESS HIGHWAYS TRANSITtoN 2D 40• CLEARANCE FOR SIDEWALK. ;� f� TYPE 3 BARRICADE K (2 I 5 . " "2 11 ND. 65 585 650 715 780 • ,300' - 1500' TRAVELWAY 4, TiC. TACLID,[DGYY5 R (703) 444 COVER COPPaL TEXAS 630 can \AL PROJECT: # 02100861AD 630 BELTLINE RD . x► ROAD WORK 1 caaz 113/12 MATERIAL UST QUTM BELTLINE RD (VARIABLE WIDTH RIGHT —OF —WAY) X CV - — — — — — — W 0 CD H 0 FiberLight W ° WORK o TRUCK 0 ° WORK AREA IT 0 0 to a ° III Ems 0 ■ 0 0 REVISIONS DATE OESCRPTION IN0 Y. W21-7 urn x wows ( /;/,- A HEAD TABLE k MDT AS 84/ BE OIKRwSE P0748E0 BT NRRACT. ate OMR= AN3 StrICAI1016 SOIL REB% 7M v0.0rr10Y OF F8ERUOR exec . TAPER t F1M71iT: CRISD FM NIT r VC= ss powun SPEED (5) WIDTH OF 0rT (W) IN Fr LEGEND SCALE IN MPH 9 10 11 12 REMARKS TABLE 25 OR BELOW 94 105 115 125 L= S'W /60 B: + DIRECTION OF TRAFFIC B SIZE DWG: 1' =50' 30 135 150 165 160 SPACING OF ADVANCE WARNING SIGNS; ALL TTC OPERATIONS SHALL 36" W2O- 6 D SIZE DWG: NTS URBAN STREET WITH 25 MPH OR LESS 100' -200' o 36 CONES 35 184 205 225 245 - POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED ` 40 240 270 295 320 URBAN STREETS WITH 30 TO 35 MPH 225' -275' THE CURRENT TMUTCD X S PRING LOADED SIGN DATE: SPEED MiMrr. �.c+. APPROVED: monwrIllowom 45 405 450 495 540 L=-SW �� ,6 TABLE ROADWAYS _ 1 y WORK AREA AYS wrn] 45 MPH OR LESS 0._ LIMIT 50 450 500 550 600 ROALIW SPEED LIMIT. NOTE 30 �� G.�viarm'r% f • f. LOCATION: 0 -35 MPH 38+ MPH: s S� /S2 40720' eeeeeeee�m :moo s SHEET: 2 OF 24 55 495 550 605 660 - ROADWAYS WFIH GREATER THEN 45 MPH _ POSTED SPEED LIMIT. 500' — �' KEEP AT LEAST 6' OF , 118 sEaE 60 540 600 sso no UNITED ACCESS HIGHWAYS T fS + 20' 40' CLEARANCE FOR SIDEWALK. �� TYPE 3 BARRICADE K C I s . . VA 20164 at N4 65 585 650 T15 780 1300' —]500' TRAVELWAY 40' 80' IECi]TC01.iX,IT Ka sn3 PLAN COM 1 I COPPED. TEXAS 630 KUM RD PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL UST QUANTITY N 0 1 i A fr On g c4 0 5 12 14 cv WORK W W TRUCK 0 0 WORK di tit 0 ° AREA W x 0 W ° M FiberLight IN ° ° o o 0 ° -- 225' MIN pool 225' MIN ch ral BELTLINE RD (VARABLE WIDTH RIGHT -OF -WAY) U A El REVISIONS DATE DESCRP110N tta1rlL DUN AS WA if OD NI& POMO BI COXIMC1. 1 OR INCS TABLE A _ MO MEMO4 MI REIM NE REMIT OF 9301.6M tom MD !1 MCI MBE O MO SIW1 NW RE WPM= COMO. TAPER LENGHT; OR vas FOR M ti M T RAMC ARM SPECNC wires reassert SPEED ( S ) WIDTH OF ° ( IN FT. 1 LEGEND SCALE IN MPH 9 10 17 1 l2 REMARKS 25 OR BELOW 94 105 115 125 L=SW60 TABLE 8: 1 DIRECTION OF TRAFFIC 8 SIZE piNG: 1' =50' SPACING OF ADVANEF LESS SIGNS 100-200' Q ALL TTC OPERATIONS SHALL. W20 -6 p SIZE DWG: MS 30 135 150 Tss 160 - 36 CONES URBAN STREET WITH 25 MPH OR LESS ' 35 184 205 225 245 - POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED DATE: 40 240 270 295 320 - URBAN STREETS WITH 30 TO 35 MPH 225'-275' THE CURRENT TMUTCD. X SPRING LOADED SIGN POSTED SPEED LIMIT. 1 U ( LILT `t s APPROVED: 45 405 450 495 540 1-=541', 1-=541', W ORK ARE TABLE C: A ` "�' ROADWAYS WITH 45 MPH OR LESS ._ - gi n 50 450 500 550 600 - POSTED SPEED LIMIT. S DNE SPACING: NOTE: i✓. COWSLYMX M AS. 55 495 550 605 660 - ROADWAYS WITH GREATER THEN 45 MPH 500.-800. LOCATION: 0-35 MPH 36+ MPH 6' 30 � s4o 600 6so 7zo r• POSTED SPEED uMiT. KEEP AT LEAST S OF Si S1 f S 2 40 f 20 v SHEET: 3 OF 24 23560 IXFHU ORM T SUITE » B LIMITED ACCESS HIGHWAYS TRAHSMON 20' 40' CLEARANCE FOR SIDEWAL v TYPE 3 BARRICADE ! "A io,6< at "° PLAN 65 585 650 715 780 1300' -1500' TRAMWAY lftPgl DTd3f'fiF5 x 40' 60' 1 1 IOPPEU. TEXAS \ 630 BELTUNE RD - PROJECT: # 02100861AD 630 BELTLINE RD 1 /3/1 2 MATERIAL UST QUANTITY T M 0!,14 x p +,K y dE • TRUCK Cat •RK W 0 AREA o to CI = E• E'' ��� --a--- M FiberLight W o o o o o • 225' MIN - —�� �x� 225' MIN ■x CA x ril ri BELTLINE RD (VARIABLE WIDTH RIGHT —OF —WAY) U ES REVISIONS DATE DESCRIPTION 01I11AL EYCBI AS Oa IE ODENSE RIMED ST fO1114/ T MX DRUM S TABLE A: as S4 IMMS 41 mwE RE 1 OF MAW aA0 amE a sma oum x Du swL a EEE+aaia0. ao�0 7APFR LENGxi: CR USED ER MD A D "EOM wmi PRISM SPEED (s) WIDTH OF 0FF5£T�w, IN Fr LEGEND SCALE IN MPH 9 10 11 12 REMARKS 25 OR BELOW 94. 105 115 125 L= 51Y /BO TABS B • DIRECTION OF TRAFFIC B SIZE DWG: 1' =50' _ NE SPACING OF AOVA f WARNING SIGNS: , W20- D SIZE DWG: NTS TTC OPERATIONS SHALL 30 135 ,so 165 , 0 36" CONES 6 AT A MINIMUM, CONFORM TO STREET WITH 25 MPH OR LESS ,00 -200 35 184 205 225 245 • POSTED SPEED. SPEED DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 295• -275. THE CURRENT TMUTCD. X SPRING LOADED SIGN POSTED SPEED MIMR. LIMIT -~ E.�,.� APPROVED: 45 405 450 495 540 L..SW TABLE C: ROADWAYS WITH 45 MPH OR LESS . —. so 450 500 550 600 POSTED SPEED LIMB. ,fir MAW SPACING; NOTE: WOR AREA t LOCA11ON: 0 -35 MPH: .38+ MPH: Si S2 40 20 � � Gz� mrcrxzc Aln. + :u WITH GREATER THEN 45 MPH 500._x, , zz5co,� SHEET: 4 OF 24 55 495 550 605 660 ROADWAYS w POSTED SPEED LIMIT. KEEP AT LEAST 6' O F / T sroti_ VA 20164 T1ttw so 540 600 660 720 • UMTTED ACCESS HIGHWAYS TRANSITION 20' 40' CLEARANCE FOR SIDEWALK. � � TY 3 BARRICADE 9 K C I „e NEL 65 585 650 715 780 • 1300' - 1500" TRAVELWAY 40• 60' - 1T N1•:E31EdG1FS i xa szza PLAN 1 I cOPPE LL TEXAS 630 BELTIIE MI PROJECT: # 02100861AD 630 BELTLINE RD . 1/3/12 MATERIAL LIST QUANTITY it W g E =sue re ce WORK y 0 W TRUCK co 0 ell LA C-4 WORK M FiberLight rn r/� x • ° ° � 225' MIN fix 225' MI - fi x k BELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) H U X M REVISIONS DATE DESCRIPTION NATTY. DEEM AS Y0' BE MOOSE ROWED BY CO BBYa. lag MAIM TABLE k ABY SPED/won 9*J. WWI rc ROM OF MOOR ISSID OR USED N ORCE COIFEIME NO WEL ON EE . wet TAPER LENGHT: USED FOR kW PJR�SE 1111100 4R1C RRT111 R1R 5Dl SPEED () NTH OF O> (W) IN ET. LEGEND IN MPH 9 10 11 12 REMARKS SCALE TABLE 8: ♦ DIR ECTION OF TRAFFIC B SIZE DWG: 10 25 OR BELOW 94 105 115 125 L= 5'W /60 ■ SPACING OF ADVANCE WARNING SIGNS; 30 135 150 165 180 URBAN STREET WITH 25 MPH OR LESS 1 00• -200• 0 36 ALL TTC OPERATIONS SHALL, W20— 6 D SIZE DWG: NTS " CONES (D] 35 184 205 225 245 POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED ��D DATE' 40 240 270 295 320 URBAN STREETS WITH 30 TO 35 MPH 225•_27S• THE CURRENT TMUTCD. X SPRING LOADED SIGN ULL �` E POSTED SPEED UNIT. APPROVED: aommwemew 45 405 450 495 540 L--.SW TART F C : ® W ORK AREA ROADWAYS WITH 45 MPH OR LESS �r0•_ .4h. it--- , u- 50 450 500 550 600 POSTED SPEED UMIT. PONE SPACING- NOTE: Z ..- ,�. j ,. J 550 605 660 • ROADWAYS WITH GREATER THEN 45 MPH ._ . LOG4TJOH: 0-35 MPH: 36+ MPH: Si /S2 40 20 J �� 55 495 SHEET: 5 OF 24 _ POSTED SPEED Mr 60 KEEP AT LEAST 6' OF K I DRIVE DRIVE 540 coo 660 720 LIMITED ACCESS HIGHWAYS TRANSMON 20 40• CLEARANCE FOR SIDEWALK T YP E 3 BARRICADE `_ i :,20164 3 COI NCB 65 585 650 715 780 .• 1300• -1500• TRAVELWAY 40• 80• TECHNOLOGIES ,,,w,y PLAN . I I c COPPELiS 630 BELIUNE RD PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL UST QUANTITY 9 WORK ..1. TR UCK CV d Cat AREA O o ° in o 0 FA E E-1 x 225' MIN �xl 225' MIN — Po F i b e r L i g h t W o 0 0 - - o o � + � BELTLINE RD y V (✓AR418t£ WIDTH RIGHT—OF— WAY) �.7 E U E REVISIONS - — — — — — — — — — — — — — — — — — — — -- ...... DAZE DESCRIPTION MY& EXCEPT AS WY BE MORSE PACKED R = CC IESE OBS= TABLE A: Ay) sP on:vacs DWI REIM WE PtmPERN a ROM AC M EI N STNCT CONFIDENCE NO 9V AL 10f BE IBS ORM TAPER LENGHT; .. OR USED Fat NC PURPOSE WOW SUFIC VIM P0118501. SPEED (S) NTOTH OF OFFSET (W) IN FT. ! LEGEND G E N D IN MPH 9 10 11 12 - REMARKS SCALE TABLE 8: ♦ DIRECT OF TRAFFIC B SIZE DWG: t 25 OR BELOW 94 105 115 125 L =S1Y /80 • X50' $PACING OF ADVANCE WARNING SIGNS; 30 135 150 165 180 _ ALL TTC OPERATIONS SHALL 100 URBAN STREET WITH 25 MPH OR LESS ' —200 0 36" CONES 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO , SPEED DATE. DATE: 40 240 270 295 320 URBAN STREETS WITH 30 TO 35 MPH x•_275• THE CURRENT TMUTCD. X SPRING LOADED SIGN �„�`, ED: POSTED SPEED MIMR. T 45 405 450 495 540 tt•SYY LIMIT ROADWAYS WITH 45 MPH OR LESS 350.-500' TABLE C: % WORK AREA P" ^m 50 450 500 550 600 • POSTED SPEED LIA1R. SPAGNG; ��� ycarvmn 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH LDC.4I 0-35 MPH: 35+ MPH: NOTE: S1 j82 4 0 ' j2Q' 30 �� 'cafe.: a SHEET: 6 OF 24 POSTED SPEED LIMIT. KEEP AT LEAST 6' OF T asco GLENN DRIVE 60 540 saD 660 720 MAMMON 20' 40' CLEARANCE FOR SIDEWALK. v o TYPE 3 BARRICADE c K C I i " •+ ' . 3 =�a UNITED ACCESS HIGHWAYS �wx 44 011 la 65 1300 -1500' TRAVELWAY No' _ 7iffiddf.O:�TfS PLAN 585 650 715 780 R 1 r COPPELL TEXAS 630 BELILIIE RD . \ SI PROJECT: # 02100861AD 630 BELTLINE RD I , 1/3/12 t MATERIAL UST QUANTITY x i i Pr K E2 i WO T % i 1 1 It AI d' TRU 4 Cat RK 0 W AREA co O m ° W El ° %% ° Fiberlight W o Col ,, 0 225' MIN ■x� 225' MIN �x _ in o _o 0 g _ BELTLINE RD (VARIABLE WIDTH RIGHT —OF —WAY) U F REVISIONS DATE DESCRIPTION NM. 05PI Ss W2 a OREM aovaED Elf CONERCE ass I7M O TABL A: W N STRICT n SHILL ` �m 03:‘ CCM TAPER LENC1Ei OR USED FOR MN PIPBOY IMRE SPECIFIC lES F l SPEED WIDTH O (M9 IN Fl: H 9 ,D 12 REMARKS LEGEND F OFFSET SCALE IN P 25 OR BELOW 94 105 115 125 L = S'W /60 TABLE B: ♦ DIRECTION OF TRAFFIC B SIZE DWG: 1'W SPACING OF ADVANCE WARNING SIGNS; 30 135 150 165 180 ALL TTC OPERATIONS SHALL, �. W20 - 6 0 SIZE DWG: NUS URBAN STREET WITH 25 MPH OR LESS 100' -200 CONES 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED DATE: 40 240 270 295 320 • URBAN STREETS WMI 30 TO 35 MPH THE CURRENT TMUTCD X SPRING L OA DED SIGN 225 —27s POSTED SPEED MI MIT. _v E„ APPROVED: UNIT 45 405 450 495 540 L =SW uM TABLE C . % WORK AREA R ROADWAYS WITH 45 MPH OR LESS 350'— 4�` 50 450 500 550 600 NE POSTED SPEED LIMIT. CO SPACING; NOTE: J `"` '°`m "`" " .t's SHEET: 7 OF 24 55 495 550 605 660 • ROADWAYS WITH GREATER THEN 45 MPH 500' -800' LO CATION: 0-35 MP 36+ MPH: ' Si / S2 4 0 '/20' 30 '�_ zzsw c DRIVE POSTED SPEED UNIT. KEEP A T LEAST 6' OF 60 540 b00 660 720 • TRANSMON 20' 10' CLEARANCE FOR SIDEWALK, TYPE 3 B ARRICADE K C I S,oE s ,v1 „a 20464 OTC N0. LIMITED ACCESS HIGHWAYS ,300' -1500' 16 TL+011.000LIFS PHONE (703) 444 -3273 PLAN 65 585 650 715 780 • TRAVELMIAY aM 80' mwm::s com COPPELL RYAS N I A 630 BELTLNE RD N PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL LIST QQ TM 7- •-K aN TRUCK • - I< AREA 0 0 vtl 0 225' MIN . MINIM Cal 0 225' MIN �x p i x o 0 0 a o0 BELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) E"1 ril 4111111 W fl FiberLight , w rn i':13 F.11 REVISIONS DATE DESCRIPTION NNAL EXCEPT AS WO BE RR4RR6E PROVO 3 BI mRIWCT. ME t IMS TABLE k Ne SIIEanevats MI ROM Inc MOM Of MEMO ®" ISSUED N SSC CVECOCE a0 swt xDf RE REPROIXEiL am TAPER 1 FN°HT: OR USED FOR R41 MAME OMR MR 14161011 SPEED (5) WIDTH OF OFFSET (W} IN FT. REMARKS LEGEND SCALE IN MPH 9 10 11 12 25 OR BELOW 94 105 - 115 125 L =SLW /60 TABLE B: ■ DIRECTION OF TRAFFIC B SIZE DWG: 1'=50' $PACING OF ADVANCE WARNING SUNS: 30 135 150 165 180 A LL TTC OPERATIONS SHALL, p 36 �� C W20 -6 D SIZE DWG: NiS - - URBAN STPEED WITH 25 MPH OR LESS 100' -200' ''� SPEED DATE: 35 184 205 225 245 - POSTED SPEED. AT A MINIMUM, CONFORM TO � 40 240 270 295 320 - URBAN STREETS WITH 30 TO 35 MPH 225' -275' THE CURRENT TMUTCD, X SPRING LOADED SIGN POSTED SPEED MIMR. i 'uI� �� E i,rrx; APPROVED: 45 405 450 495 540 Lew ROADWAYS WITH 45 MPH OR LESS TABLE C: WORK AREA 4!111 e 11.4 "A tttt�_ 50 450 500 550 6� POSTED SPEED LIMIT. . 35°• -500• CONE SPACING: NOTE: (uumx:7 AlA.ceVvs SHEET: 8 OF 24 500 - BOD ' KEEP AT LEAST 6 OF 1 /s2 40 22560 GLENN DRIVE 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH 1.0 0ATTON: 0-35 MPH: 36+ MPH: S s v �tw . la A POSTED SPEED C 5 S HIGHWAYS uMlr. CLEARANCE FOR SIDEWA 130 540 600 BBO 720 U { !Z.Rjd�(X: IFS 11 444 3273 PLAN - - - - cACCESS '�1°0"' 20' 40' gyp' TYPE 3 BARRICADE 65 585 650 715 780 130 150 TRANEUNNA 40• 80, COPPELL TEXAS 630 BEMIRE RD � I / /1\ PROJECT: # 02100861AD 630 BELTLINE RD . 1/3/12 MATERIAL UST QUTM r nil 1! i di g o w ern ea o N O rc WORK o TRUCK a0 E' W WORK 4 � M Fiber1rght 225 M 03 fl iii % / / / % :- > / / % / % /// 225' MIN ► x o 0 0 0 0 0 0 0 U v BELTLINE RD (UARI4BLE WIDTH RIGHT -OF -WAY) i i REVISIONS DATE maw= �— -- f - — -- -- — TABLE A Nam wi c' Jars NE R MRCS OM ISSM tr Stan MIME x0 56 sa 4 191014M. OMR TAPER t ENG►tr at MI Ran arc WON Raver ESC wee re�w LEGEND SPEED IN MPH (S' 9 10 1 F 12 RED SCALE 25 OR BELOW 94 105 115 125 L S'W /80 TABLE B: ♦ DIRECTION OF TRAFFIC B SIZE DWG: 1W SPACING OF ADVANCE WARNING SIGNS: ALL TTC OPERATIONS SHALL, W20-6 D SIZE DWG: MIS 30 135 150 155 180 URBAN STREET WITH 25 MPH OR LESS 100' -200' 0 36" CONES 35 184 205 225 245 POSTED SPEED. AT A MINIMUM, CONFORM TO � ` SPEED ° DATE: 40 240 270 295 320 URBAN STREETS WITH 30 TO 35 MPH 225'_275' THE CURRENT TMUTCD. X SPRING LOADED SIGN POSTED SPEED MIMIT. LIMIT !` E APPROVED: 45 405 450 495 540 L.SW TABLE C; ® WORK AREA a+— Tt ��■ ,.W,, 0• ROADWAYS WITH 45 MPH OR LESS 3_500• 50 450 500 550 600 POSTED SPEED OMIT. S0MF SPACING: �� Saenbr NOTE: 30 �`�""� "'" SHEET: 9 OF 24 55 495 550 605 e80 PosrED SPEED LIMB THEN 45 MPH • -800 LOCATION: 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF S1 /52 40720' WM E 500 4 K C I "° so 540 eoo BsD ' 720 MAMMON 20 ao' C LEARANCE FOR SIDEWALK. �va.,� -ii7a 6�R ND. LIMITED ACCESS HIGHWAYS U U o T YPE 3 BARRICADE 65 585 650 715 780 •• 1300' -150D TRAVELWAY 40' 80• T ECHND1.O IES wwsmacoa PLAN CoPPELL TEXAS 630 BEMIRE RD \ 1 I PROJECT: # 02100861AD 630 BELTLINE RD I Y 1/3/12 i 1 MATERIAL UST QUANTITY 1 1 t IA 1! i cv w 0 • ° r-1 0 co E-0 °� FiberLight 14 _ _ x WW Z c.) U I -- — REVISIONS l DATE DESCRIPTION NIML OCEPI AS NW RE OIFENCE PROBED IN COMB. INS MOBS TABLE A: PAO SPFOREA06 Saul Rory THE WEB BE Eanr ®w BED PI SII I CONEOCE RN 91141 MOE EE REAmlRB WP9, TAPER L I]Odil': OR USED FOR NO PURPOSE *TROUT 4ECFC BIB PtRYM,a SPEED (S) WIDTH of o two IN F-T. LEGEN D IN MPH 9 10 11 12 SCALE TABLE B: ♦ DIRECTION OF TRAFFIC B SIZE DWG: 1 �0' 25 OR BELOW 94 105 115 125 L= SiA /60 ■ saCLNG of marcE wARtah. SIGNS: 30 135 150 165 180 - ALL TTC OPERATIONS SHALL, W20 -6 D SIZE DWG: NIS URBAN STREET W011 25 MPH OR LESS 100•_200• 0 36" CONES 35 184 205 225 245 POSTED SPEED. AT A MINIMUM, CONFORM! TO „ SPEED DATE; 40 240 270 295 - 320 URBAN STREETS IMfl 30 TO 35 MPH 22W-275' THE CURRENT TMUTCD. X SPRING LOADED SIGN �` t r<� APPROVED: 45 405 450 ` POSTED SPEED MIMIT. LIMIT 540 `�" TABLE C: WORK AREA PrL > ROADWAYS WITH 45 MPH OR LESS 350 -500 50 450 500 550 600 " POSTED SPEED UNIT. DORF SPACING; ■M�. xRerms NOTE: •••••••••••••• ammtr>7o RE" "�'0 SHEET: 10 OF 24 55 495 550 605 660 POSTED A SPEED UNIT. THEN 45 MPH._ LOCATION: 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF S1 /S2 40 H2O 30 �--'— T 22560 GLENN DRIV 60 540 600 660 720 " TRANS TIION 20 40• CLEARANCE FOR SIDEWALK. v TYPE 3 BARRICADE I NOSE vI • LIMITED ACCESS HIGHWAYS 1 3 PLAN °NC "' 1300 -1500' 65 585 650 715 -.. 780 - Tg�PCIrEgr T - :OOOWES ,u,,,•� coWELL TEXAS \ 630 BEL1UN E RD _N 1 PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 j QUANTITY r ____- ---- - -_ -.- • MATERIAL UST 4 M CU 0 w cN2 W ORK o Z gREA W w i E; FiberLtght WOR � W ( TRUCK N,\ W 25 N rn W i • o ° % �E VS O ` at. -OF- („ P t X / REVISIONS DATE DESCRIPTION 00RA1. EXCEPT AS We' EE O1ICRISE PROAED BY taI ca. ME 0NMO TABLE A: --------- � ISSUCD 14 SRO CCWODU NV swi MOT a OF MUMMY BOW JAPER LENGHT: l -- ae USED rw ANY ROME scan rm SPEED (S) OFPSE'T ti;/td FT. LEGEND ,� SCALE IN MPH 9 10 11 12 REMARKS 25 OR BELOW 94 105 115 125 L- S1v /60 TABLE B: ♦ DIRECTION OF TRAFFIC B SIZE DWG: 1 0' SPACING of AI WANCE WARN1NC SIGHS A LL TTC OPERATIONS SHALL. W20 - 6 D SIZE DWG: NTS 30 135 150 165 180 - » 35 184 205 225 245 POSTED SPEED. 25 MPH OR LESS 1ao' -tar AT A MINIMUM, CONFORM TO 36 CONES SPEED DATE: 40 240 270 295 320 . URBAN STREETS WITH 30 TO 35 MPH 22V_273 THE CURRENT TMUTCD. X SPRING LOADED SIGN LIMIT ,,,,,�`n POSTED SPEED ADMIT. LIMIT APPROVED: 45 405 450 495 540 L=SW ROADWAYS WITH 45 MPH OR LESS TABLE C; WORK AREA .mT 50 450 500 550 600 - POSTED SPEED LIMIT. co* e SPACING: NOTE: /S2 r� 30 avower*" M AAaarb 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH LOCAIIANt 0-35 M PH: 3 6+ MP Si J S2 40 /20 - 22 DRIVE SHEET: 11 OF 24 POSTED SPEED LIMIT. KEEP AT LEAST 6' OF 60 514 600 660 720 .' TRANSTIM 2D' 4o' CLEARANCE FOR SIDEWALK. TYPE 3 BARRICADE K I s> SATE �" �:6. D PLAN _ LIMITED ACCESS HIGHWAYS O 0 P„oxE (xo3) 4 4 < -3n3 65 585 650 715 780 - - • LI 1300 1500' . ace www Ka cam COPPED. TD(kS 630 BELTLNE RD \ / \' PROJECT: # 02100861AD _ 630 BELTLINE RD %` 1 /3/12 MATERIAL LIST QUANTITY r r w •.•K o :; O M 0 ARE - W 0 J FiberLrght W o 0 4 225' MIN W 225' MIN i _ BELTLINE RD U U E" X . (WAkL49E WIDTH RIGHT —OF — WAY) '_ _1` REVISIONS oraE DESCRIPTION WM ECM AS TABLE k Me SPEawpd SMALL w MOW OF I ®s ISM N STRICT W421001K 220 AWL MOT EE faffi CID. are. reSECELENGEL OR WO FOR PM PURPOSE 4111101T SP(CFC 111,7131 AMOK N IIHDTH OF OFFSET (W) AV FT. . REMARKS IN MPH 9 10 11 12 LEGEND SCALE TABLE B: ♦ DIRE CTION OF TRAFFIC B SIZE DWG: 10 25 OR BELOW 94 105 115 125 L =SAM /90 r SPACING of ADVANCE WARNING sx;N& 30 135 150 165 180 ALL TTC OPERATIONS SHALL, W20- 6 D SIZE DWG: NTS URBAN STREET WITH 25 MPH OR LESS 100' -200' O 36 CONES 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO „ ° DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 M SPEED 225' -275• THE CURRENT TMUTCD. X SPRING LOADED SIGN _` �, APPROVED: POSTED SPEED MIMIT. 45 405 450 u 495 540 L =SW UNIT P"‘" Rs WITH 45 MPH OR LESS TABLE C: . R �� t‘ti 350' -500' WORK AREA 50 450 500 550 600 POSTED SPEED UMn. - ' �� S 8175 CAKE SPACING; NOTE: 3� ` ! MM.,r.. Ca rurF%a M 55 495 550 605 660 YOAYSS� LIMIT. REATER THEN 45 MPH • . LOCATION: 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF S1 /S2 4 0' 20' , I - SHEET: 12 OF 24 txeTDT or 60 540 600 660 720 usso TRANSITION 20' 40' CLEARANCE FOR SIDEWALK. c� TJ p TYPE 3 BARRICADE c 11 3`� Ca' NM UNITED ACCESS HIGHWAYS 65 585 650 715 780 130D' -1500' TRAVELTIAY 40' 80, T13CA11P'YN4TC.IPS ,�gy , K C I.CCy PLAN COPPELL TEXAS \ I / 630 BELTLINE RD / I \ \ \ \ PROJECT: # 02100861AD \ \ 630 BELTLINE RD \ , 4 \ , a % .. \ \ 1/3/12 QUANTITY MATERIAL UST . , , - - - -----_____, di de 1 ..,... N. ‘ o CV I 1 1 Scat ‘14 0 SZ3 cc% i I-4 1.0 az El 111 ...I r4 • -K M FiberLt A ( AREA TA Prl M K ZTRL I ICK 22 o * w , ° ':, o 225' MIN .e E-• t.) _ II' BELTLINE RD (VARIABLE WIDTH RIGHT-OF-WAY) ------- REVISIONS ---- DATE DESCRIPTION RIM& — -------------- _____ -- --- 1( --.------------------------------ (8C\ 1 4 \ ----------- 1 4 \ ------ -- -- OEM A5 612 IX ODERIESE ROOD 10 COIEDEL WI MOM ___ ____ SPEOIVAI DE SW 611601 DE IT REM Of iECRICIE BM — —.---- -- NO — 4\\ ssum IN srea cornea ma 9661 PA IE DENE0236D, EISED, TABLE A: (6\ LEGE 1•1 06 MED RR Rif MORSE MT — E SPECFC12111131631115401, TAPER / FRONT:. D ,, , ,AOTH OF OFFSET (W) IN FT. Roman SCALE IN /Am 9 10 11 12 94 105 115 125 L TABLE B: 4 DIRECTION OF TRAFFIC B SIZE DWG: 1'=50' 25 OR BELOW SPACING OF ADVANCE WARNING SIGNS; W20-6 D SIZE DWG: NTS 30 135 150 165 180 .. ALL TTC OPERATIONS SHALL, URBAN bire_tt WITH 25 MPH OR LESS 100'.-200' 0 36 CONES „ 35 184 205 225 245 ' POSTED SPEED. AT A MINIMUM, CONFORM TO DATE: 40 240 270 295 320 • URBAN STREETS WM 30 TO 35 MPH 225.-275' THE CURRENT TMUTCD. X SPRING LOADED SIGN SPED 1 Posin SPEED MIAMI. /AlT 11 ........ E,,,, Millellinel p. APPROVED: 45 405 450 495 540 L=SW TABLE C: El WORK AREA ......... ROADWAYS OR AYS WITH 45 MPH LESS 350 wwwWl■ 50 450 500 550 600 " POSTED SPEED LIMIT. COW SPACING; NOTE: 30 ,..... Ea‘376tEnce, 6E464672, ..... . .. 55 495 550 605 660 ' ROADWAYS WITH GREATER THEN 45 MPH 5oce_go LOCKT/Olt 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF S1 /S2 407 K C I 20 2560 GLEIDI DRIVE .• POSTED SPEED UNIT. '' s2rottrZIX82o164 SHEET: 13 OF 24 OK Ila 60 540 600 660 720 • TRANSIDC44 20' 40 ' CLEARANCE FOR SIDEWALK. - 0 - mY TYPE 3 BARRICADE pvEk26 (703) 444-3273 PLAN IJIMTF-D ACCESS HIGHWAYS lITCIVJOEOGIF3 ...raga cou 65 585 650 715 ' 780 • 1300'-150ce TRAvEmmy An , BO' COPPEIL TEXAS 630 BELTLINE RD /\ / \ ' t PROJECT: # 02100861AD } 630 BELTLINE RD .. c '' -" 1/3 /12 MATERIAL LIST _ QuANtmr _ - r t • El cv a • K ., O W AREA 0 v7 K .”.1 o� ZFtUCK E, W M FiberLlght W • j% vi W o, o 0 0 0 BELTLINE RD U ( VARIABLE WIDTH RIGHT-01 E4 V H -------- --- --------- J__-- p s REVISIONS 0 ` DATE DESCRIPTION ROIL 4 as 8\ TABLE A: 4\ �� �� aw o s w a a ® K0 ML l T CONR1.0 lU OWL NAN' 1E1 L'O TAPER IFNGiT; LEGE �� N OF OFFSET IN FT IN MPH WIOTa 10 11 12 RoMRKS R� SCALE 25 OR BELOW 94 105 115 125 L =S'W/60 TABLE B: ■ DIRECTION OF TRAFFIC B SIZE DWG: 1 =50' SPAt:ING OF A4VMH'F WARNING SIGNS:. W20- 6 D SIZE DWG: N1S 30 135 150 165 180 ALL TTC OPERATIONS SHALL, 100-200 URBAN STREET WITH 25 MPH OR LESS ' • 0 36" CONES 35 184 205 225 245 - POSTED SPEED. AT A MINIMUM, CONFORM TO ., DATE: SPEED 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 225' -275' THE CURRENT TMUTCD. X SPRING LOADED SIGN �` APPROVED: POSTED SPEED MiMIT. LIMIT 45 405 450 495 540 L =SW TABLE C: % �,"_'� ,„ .gyres ROADW WITH 45 MPH OR LESS 350*- 500' WORK AREA ,;,�, 50 450 500 550 600 '' POSTED SPEED LIMIT. LONE SPACING; NOTE: Z O COVV7REETka. MANAGERS 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH._, LOCATION: 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF Si /S2 40'/20' J aEM� SHEET: 14 OF 24 POSTED SPEED LIMIT. SUITE 116 60 540 600 660 720 • TRANSITION 20' 40' CLEARANCE FOR SIDEWALK.. I SwE(a,NG. VA 20164 Doe, N). LIMITED ACCESS HIGHWAYS J 0 U TYPE 3 B A R R I CA D E PHONE (703) 444 -3273 55 585 650 715 780 • 1300 -1500 TRALETi11AY 40 an' 111C11110310GIES 11Ww.,,o.co. PLAN COPPED. TEXAS 630 BELTUNE RD \ N / 'N PROJECT: # 02100861AD 630 BELTLINE RD , /' \ ` , \ 1/3/12 QUANTITY MATERIAL UST _ _ _ Nil W O CO 1"1 dt F W FiberLlght M rn o in O X o w BELTLINE RD Z (VARIABLE WIDTH RIGHT -OF -WAY) (4) 0 H _-- REVISIONS y V DAZE DESCRIPRDN IN111AL ____ 8 - - --— as 8b 8\ 8b 8a a\4 8b 8� p QI{ ECU, I SE DD6E PREMED [DANE. RtY CRUM TABLE A: 8� 8b Ott V 1 Q� etc SRO m/ IN "MIL weal (]H EN TAPER LGHT: OR USED RR µr HIPPOS( NNW sane IRRRR F IMI SPEED (S) WIDTH OF OFFSET (W) IN FL OH _ nH - -. - _ A 1 - 1 V D — IN MPH 9 10 11 12 SCALE 25 OR BELOW 94 105 115 125 L- S'W /60 TABLE B: DIRECTION OF TRAFFIC B SIZE DWG: 1 SPACING OF ADVANCE WAttNTNC ' 30 135 150 165 180 • ALL TTC OPERATIONS SHALL, W20 - 6 D SIZE DWG: NTS URBAN STREET WITH 25 MPH OR LESS 100' -200 0 36'' CONES _ 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED ' DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 225' -275' THE CURRENT TMUTCD. X SPRING LOADED SIGN POSTED SPEED MIMIT. (_] �.,,.,,, E,,,,,,,, APPROVED• + 1 IIIT 45 405 450 495 540 L =SW ROADWAYS WITH 45 MPH OR LESS TABLE C: WORK AREA S a ` "f° 50 450 500 550 600 POSTED SPEED UNIT. 3 `� -500' .-- O) VV WC CONF SPACING, ^ NOTE: i Covs7ritrnoN • Al.L n<.fxs 55 495 550 605 660 .... ROADWAYS WITH GREATER THEN 45 MPH LOCATION: 0 -35 MPH: 36+ MPH: KEEP AT LEAST 6' OF Si /S2 40' /2Q s �� { �,/ - SHEET: 15 OF 24 5OO 22 %0 GLENN DERVe POSTED SPEED UNIT. a 6 SUITE 118 0 540 600 660 720 LIMITED ACCESS HIGHWAYS TRANSITION 20' 40' CLEARANCE FOR SIDEWALK p p o TYPE 3 BARRICADE y ` i STERLING, } A 20184 3273 MK OX 65 585 650 715 780 • 1300• -1501Y iRA1f(LwAY 40 80' 7fL31 l:Ot . iX:IFS wvrx, ECa.cou PI-AN COPPED. TEXAS 630 BELIUNE RD j N \ PROJECT: # 02100861AD a 630 BELTLINE RD • 1/3/12 MATERIAL LIST AUNTY --4, Pr '. NO CQ W AREA W 0 K TRUCK 4 0 E NT vi E ° x ° / /. FiberLtght o o CA BELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) i .. V L) E REVISIONS 814 81:1 _ — -- ONE oaPnon .. 8b 8b - 814 --- -- — — — — 811 8a 8a 80 8 8b 8b 8a 81'4 a 811 8b SHO1C w v 8� 8b 8� 81 8� OEM AS 40' RE OIWRi3E Pl A OEM a1 02161103. MESE IIM O TABLE A: 8b Q j OA MO USED I m sermon SRO COMM CADMAN OF 11011.12O LONO NO SWL MI SE 113110303). CORM TAPER I FNT:tIT; 8 8P1 81 AW . AMwr 101116306. SPEED (S) WIDTH OF OFFSET (W) IN FT. REMARKS OH LEGEN D u SALE IN MPH 9 10 11 12 25 OR BELOW 94 105 115 125 L=S'W /BO TABLE B: 4 4•• DIRECTION OF TRAFFIC B SIZE DWG: 1' =50 SPACING OF ADVANCE WARNING SIGNS. 0 36 CONES W20- -6 D SIZE DWG: NTS 30 135 150 165 180 ALL TTC OPERATIONS SHALL, 35 164 205 225 245 POSTED SR WITH 25 MPH OR LESS ,oD• -zoD• AT A MINIMUM, CONFORM TO 40 240 270 295 320 • URBAN STREETS 81111 30 TO 35 MPH 225 -275' THE CURRENT TMUTCD X SPRING LOADED SIGN SPEED DATE: 1 ILII f �`� E.,cnr�� POSTED SPEED MIST. MIT APPROVED: 45 405 450 495 540 L =SW TABLE C: / //, % WORK AREA P ROADWAYS WITH 45 MPH OR LESS 35W �,■ ;OEN/b„ 50 450 500 550 600 I POSTED SPEED UMTT. CONE SPACING; NOTE' 3fl �_ Co�'�rnrnos M4.,:u.ra 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH ._ . LOCATION: 0 -35 MPH: 36+ MPH: KEEP AT LEAST 6' OF Si /S2 40'/20' V ///^^^��� � , oR � SHEET: 16 OF 24 POSTED SPEED UMR. * K / T stagy n 60 540 600 660 720 • UNITED ACCESS HIGHWAYS TRNIS1TION 20' 40' CLEARANCE FOR SIDEVYAI K. „� TYPE 3 BARRICADE �. 1 STE RLE c 444 - }273 ING, VA 20164 OIL la 65 585 650 715 780 • 1300•_9500• TPAYELWAY 40' 80' TfL114\t7f( PLAN • COPPELL TEXAS 630 BELTLINE RD \ /1 PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL LIST Qum 1 CV w CV 0 0 WORK CO 0O AREA K E TRUCK E"4 fl Fiberlight TA rn M ril O O. O O. O OO BELTLINE RD 14 (VARIABLE Lt70TH RIGHT-OF-WAY) H V E 0 ____________ �_ DI►1E oESCnwIall 8Mi1t 8 84 8a 84 1314 8a 1314 8 814 AND S C IM BE D IL P RE DE RO 1 FT OF O .ESA � ALE A: 8b ISROD RI SW CCone CE 804141 IX BE N� Pi OMR, 0R USED FOR MY REPIZ ORCIA SPH7C INTO PEYEl� TAPER LENpiT; $ � � SPEED ts, WIDTH of a ( IN F: REMARKS Q1-I Z'Sta RN LEGEND SCALE IN MPH 9 10 11 12 25 OR BELOW 94 - 105 115 125 L= SWv /60 TABLE B: ■ DIRECTION OF TRAFFIC B SIZE DWG: 1 SPACING OF ADVANCE WARNING SIGNS; 30 135 150 165 180 • ALL TTC OPERATIONS SHALL, W20 6 D SIZE DWG: NTS 35 184 205 225 245 PPO R�SiP� WITH w 25 MPH OR LESS ,00' -20o AT A MINIMUM, CONFORM TO 36" CONES 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 225• -275• THE CURRENT TMUTCD. X SPRING LOADED SIGN SPEED DATE: POSTED SPEED MIMIT. +� 45 405 450 495 5W L=S LIMIT w�trca . ROADWAYS WITH 45 MPH OR LESS TABLE C: ® X11 Pl 7 50 450 500 550 600 POSTED SPEED LIMIT. 350' -500 WORK AREA CONE SPACING; NOTE: , CrtVmKPAar APa,u:ei¢s 55 495 550 605 660 x ROADWAYS WITH GREATER THEN 45 MPH ._ LOCATION: 0 -35 MPH: 36+ MPH: KEEP AT LEAST 6' OF Si /S2 40720' 0 —do.-- SHEET: 17 OF 24 POSTED SPEED LIMIT. . 9 60 540 600 660 720 �� «� �� UNITED ACCESS HIGHWAYS TRANSITION 20' 40' CLEARA FOR SIDEWALK TYPE 3 BARRICADE SICKING, VA 20164 M No 65 585 650 . 715 780 - 1300. -1500• Y 4 . 6. T TUI1COIOGIFS WR 4 PLAN LAN T AYK Y COPPEIL TEXAS 630 BELTUNE RD \ /'I \ PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL LIST QUAW" i Pr . dE do K N AREA O 0 WORK Cs 0 TRUCK : _.-l 0 : M FiberLight M 0 0 cn B ELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) U El H M REVISIONS DATE DESIPH M 1"DML 814 8 4BLE a 80 MD IMO B IN Me /•� 1�r Me N MCI CCORO CE NO SEAL TOE O: swam D610L TAPER LENGHI': - - 8 7 at USED we ANY PROW OMB SPREE OEM MOTOR SPEED (tS) W i of ° 01 z 11 (M) IN FT. REMARKS QJ 1 111 i T's . • LEGEND SCALE 25 OR BELOW 94 105 115 125 L =5'W /60 TABLE B: • DIRECTION OF TRAFFIC B SIZE DWG: 1=50' SPACING OF ADVANCE WARNING SANS, ALL TTC OPERATIONS SHALL, D SIZE DWG: Nis 30 135 150 165 180 URBAN STREET WITH 25 MPH OR LESS 100'_200 35 184 205 225 245 - POSTED SPEED. Al" A MINIMUM, CONFORM TO SPEED DATE: 40 240 270 295 320 - URBAN STREETS WITH 30 TO 35 MPH 225.-275' THE CURRENT TMUTCD. X SPRING LOADED SIGN POSTED SPEED MIMR. —` UNIT c, ,.. "A 45 405 450 495 540 L=--SW TABLE C: WORK AREA �'A' ,JR' ROADWAYS WITH 45 MPH OR LESS ._, 50 450 500 550 600 POSTED SPEED UNIT. ���, xit.rvm Ix' " E SPACING: _ NOTE: / 3O (.p�37�[Y.IIOX A/AA'dC.FRS WITH GREATER THEN 45 MPH LOCATION: 0 -35 MPH: 36+ MPH: D Si / S2 40'/20' jj T 22560 GLENN OPoYE SHEET: 18 OF 24 55 495 550 605 660 ROADWAYS 60 54o fi0o sso 720 • POSTED SPEED UNIT. Soo - E SIDEWALK. �, L� 1 sip 78 TRAnsnbw 20' 40 CLEARANCE FOR SIDEW TY 3 BARRICADE S iERI ( VA 20161 DI1c ND UNITED ACCESS HIGHWAYS 0 U (� PHON (703) 444 -327J 65 585 650 715 780 �. 1300 -15°0' TR/AELWAY 40' 80• TE 4E1w f1 L1r.1Ft WW1 KCI.CCM PLAIN COPPELL TEXAS 630 BETIDE RD \ N / —N— / I \ / ... 8 • PROJECT: # 02100861AD 630 BELTLINE RD a 1/3/12 MATERIAL UST QQANTN • Nil / RK A REA '(RUCK 0 co E. ..^1 W E ' x FiberLight W CD CA o rn o. o oo W- BELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) V M ...,_ _ H El ---_.� REVISIONS 3b DT9C I,0l, RINK 8b — __ _____ _ _ — — — — — — — 8p 8b 8a 81:1 8a . 8b 8b 8b 8b 8a 8P EX011 AS IR E etlF NI PROM p COMM l(g S 65113 M MICR COMM N1) SRII Ng E 1011104131, COR TABLE Al 8b 811 8b 8a 814 MD SPECYW016 MI MINI D MOM 6N ROUX B6 ] pFR 1 FNGHT: a 8a - 8 4 M101N OF OFFSET (W) IN FT. ff!!ll // SPEED IN MPH 9 10 11 12 REMARKS LEGEND SCALE TABLE B 25 OR BELOW 94 105 115 125 L - s'W /60 : '- 30 135 150 165 180 ^ spM.ING OF ADVANCE WARNING SUxIS; DIRECTION OF TRAFFIC B SIZE DWG: 1 -SI> ALL TTC OPERATIONS SHALL, W20 -6 D SIZE DK: NTS URBAN STREET WITH 25 MPH OR LESS 100' -2o0' 0 36" CONES 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 225' -275' THE CURRENT TMUTCD X SPRING LOA SIGN POSTED SPEED MIMIT. LIMIT ........-I EVCC.EE1[ APPROVED: 45 405 450 495 540 L =SW � TABLE C: ® ..... 1, -r ROADWAYS WITH 45 MPH OR LESS.. WORK AREA —�— ' 50 450 500 550 600 POSTED SPEED LIMIT. C ONE SPACING: Z - �� ticny WITH GREATER S1 /S2 40'/20' / 3� X ,. 2256 GLEN �A�M,(u 55 495 550 605 660 POSTED LIMIT. TER THEN 45 MPH 500....6 LOCAflON: 0 -35 MPH: 36+ MPH: KEEP AT LEAST 6' OF � «� �� SHEET: 19 OF 24 60 540 600 660 720 • TRANSI170N 20' ' 4 S T . VA 20464 NO. 65 565 650 715 780 UNITED ACCESS HIGHWAYS 1300-i500. CLEARANCE FOR SIDEWAL X66 TYPE 3 BARRICADE Tr�H� PLAN TRANFI WAY 40' KMYRKQfAI Y[73 COPPELL TEXAS / 630 BELT ME RD \ N PROJECT: # 02100861AD 630 BELTLINE RD 1/3/12 MATERIAL LIST QuANTmr 11 _ _ . ..,_ , v , 1 a i AREA TRUCK •R CV N W 0 %j CV at E.4 w ora FiberLight W BELTLINE RD �7 (VARIABLE fy/DTH RIGHT-OF-WAY) Ca W DI w LI F F 8 84 814 _ - - - ____ _ - - - - - - DATE REVD 116111L 8/4 81 H 8b 131f1 814 814 b D814 8 814 a `� 8 - E>IW AS OE O: oAEE•SE MOW EE OVUM WE MIME RO 9ECIFEAO 6 9N1 MINI TIE RECENT 6 INK 03< TABLE A; MEE # 8# mum N SECT mFROCE NO 9116 tar IE is�uoa. TAPER I FNGHi; 8 ' f "• R - 9/1-1 w 1691 to NA MEW NOWT 9 0 w� Rte. S (s) WIDTH , IN Fr REMARKS •• LEG 1 D o!-' SCALE N MPH 9 10 11 12 25 OR BELOW 94 105 115 125 =s1v /60 TABLE B: ♦ DIRECTION OF TRAFFIC 8 SIZE DING: 1=30' SPACING of ADVANCE WARTvINr. ALL TTC OPERATIONS SHALL, W20- 6 0 SIZE DWG: NTS 30 135 150 165 180 • URBAN STREET WITH 25 MPH OR LESS 100 -200 0 36 » CONES 35 184 205 225 245 . POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED DATE: SPRING LOADED SIGN 40 240 270 295 320 • URBAN SUNGtis WITH 30 TO 35 MPH 225•_275• THE CURRENT TMUTCD. }( POSTED SPEED MIMR. LIMIT E,,,,,E,,,,,,,,,,,, rf: APPROVED: 45 405 450 495 540 t Y TABLE C- ® WORK AREA 1�1 at"nz., ROADWAYS WITH 45 MPH OR LESS w f - yam • so 450 5 550 600 WniLD SPEED LIMIT. _ CONE SPACING; NOTE' ,_„ :EN Ter. W ll 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 M 500._800. PH LOCATIO 0 -35 MPH: 36 MPH KEEP A T LEAST 6' OF Si /S2 40720' 3C} 2 — y Ca , o, �snc nn.. nitwits nitwits SHEET: 20 OF 24 POSTED SPEED UNIT. 60 540 600 660 720 • TRANSITION 20' 40' CLEARANCE FOR SIDEWALK. v o o T YPE 3 BARRICADE F VA 20164 3 ��' LIMITED ACCESS HIGHWAYS TRAVEE.WAY Tt°LHNOI wwr,aca.caw PLAN 65 `IBS 650 715 780 • t300' -i50D' �, �, COPPELL TEXAS 630 BELTLINE RD \ N / / 1 \ PROJECT: # 02100861 AD 630 BELTLINE RD 1/3/12 MATERIAL LIST QUANTITY Si au A •$ 44V C •' KJ WORK O O 1 N Q E1 CV rzl E+ FiberLight w %' rn MI x Q 0 0 0 0 ° x w BELTLINE RD (VARIABLE WIDTH RIGHT -OF -WAY) ■ pq 0 E•+ A REVISIONS DATE DESCRIPTION 6iM1 EXCEPT AS OW E 0613616E WORD A COOKE Dfg 91DINS TABLE A: NO WECCOMI316 94111 fO "" E "RONI' OF 48131142B MC ISSUED N MCI [IDf'OOiOE NO 91R SO E WOM/031. O TAPER ID4G 1Ti CR OED WR NN ROME VIM 9FOC INNER POIN SOIL SPEED (5) wwTM OF OFFSET (W) IN FT. REMARKS LEGEND SCALE IN MPH 9 10 11 12 25 OR BELOW 94 105 115 125 L- S'W /6o TABLE B: ■ DIRECTION OF TRAFFIC 8 SIZE DWG: 1'=0' SPACING OF ADVANCX WAR 6NC NS' 30 ' 150 165 1B0 • ALL TTC OPERATIONS SHALL, ,, W20- 6 D SIZE DIEG: KIS URBAN STREET WITH 25 MPH OR LESS 100 - 200 CONES _ 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH 22s• -275' THE CURRENT TMUTCD. X SPRING LOADED SIGN Jil]) I DATE: POSTED SPEED MIMIT. UNIT ...4` E ,,,,,EtR; APPROVED: 45 405 450 495 540 L =SW ROADWAYS WITH 45 MPH OR LESS TABLE C: ® WORK AREA .a. Ra 50 450 500 550 600 POSTED SPEED LIMIT. '- V,rro CONE SPACING: NNNNN... beinnSTS NOTE: ••1 Co%5TRUCTroc Afen 16610 55 495 550 605 660 ROADWAYS WITH GREATER THEN 45 MPH ._ . LOCATION: 0-35 MPH: 36+ MPH: KEEP AT LEAST 6' OF S1 /s2 40'/20' /20 1 NMME•111110711111 SHEET: 21 OF 24 22560 GLENN DR POSTED SPEED UNIT. CL EARANCE FOR SIDEWALK. 60 540 600 660 720 LIMITED ACCESS HIGHWAYS TRANSITION 20 40 0 0 0 T YPE 3 BARRICADE SATE „6 SIERUNG, VA 20164 65 585 650 715 780 • i300• 1500 IRAVELWAY 40' 80 T£C41K 01DG11'S PHONE (2oKa�44 3273 PLAN • 1 COPPEI.L TEXAS 630 BELIUNE RD \ I / P ROJECT: # 02100861AD 1 3 630 BELTLINE RD 4 1/3/12 MATERIAL LIST _ QUANTITY lY _ - -- .,, \ ---lc. 1 a 5 1 , - N y i ii .v n i t it - O rs+ AREA • `2 WORK c� � " O TRUCK � cv y- III rn Cal CA W F , Fiber Lrght W m CT1 iii . W 4 o, o g- o o ° o B ELTLINE RD (VARIABLE WIDTH RIGHT-OF-WAY) 1 i ,\ REVISIONS DuaE DESCRIPTION INRWL w s �.r _ _� � �.�.,a� TABLE A: mrm ■ sper mnE,a •o su E®e awe TAPER 1 EWGHT; art ugn w� a r aiwse nernc. . SPEED (S) WIDTH OF OFFSET {w) !N FT. REMARKS LEGEN SCALE IN MINI 9 TO 11 ,2 25 OR BELOW 94 105 „s ,25 L�SW /6o TABLE 411. DIR X20 O F TRAFFIC B SIZE DNIO: 1 SPACING OF ADVANCE WARNING SIGNS; ALL TTC OPERATIONS SHALL, —6 D SIZE DWG: NiS 30 135 150 165 180 35 �� ,64 205 225 245 • URBAN D SPEED, 25 MPH OR LESS ,00• -zoo• A MINIMUM, CONFORM TO 36 CONES 40 240 270 295 320 • URBA STREETS WITH 3o TO 35 MPH x•_275• THE AT CURRENT TMUTCD. }( SPRING LOAD SIGN a DATE: 45 405 450 495 540 IsSW POSTED SPEED MIMR. Eccn APPROVED: 5 ROADWAYS WITH 45 MPH OR LES TABLE C: LlY�T ����.�� /� WORK AREA 50 450 500 550 600 • P D SPEED CESS LIMIT. HIGHWAYS t � t h -1 - CONE SPACING: , , 30 Covsnttx7x >.v Mn +,trxs 55 4 95 600 550 660 605 660 720 u ROADWAYS WITH GREATF32 THEN 45 MPH 500.- : 0-35 MPH: 36+ MPH: KEE AT LEAST 6' OF S1 /S2 40 f 20 22 � H D SHEET: 22 OF 24 PosrEO SPEED uMrr. CLEARANCE NOTE: FOR S IDEWALK. 6D 40 TRANSI110N 20' 40' K I 5 7� �;!3a al MrrE AC t) T YPE 3 BA RRICADE TF,CHNOLLKIFS Kp PLAN 65 585 650 715 780 1 -� ` Y �, �, coPPELL TD(IS 630 IELTLINE RD ` I / /N\ PROJECT: # 02100861AD 630 BELTLINE RD 1 1 1/3/12 G MATERIAL UST _ UuANTRY I x - _ pq •i do c Q W C 7s 0 WORK ' C c �2 cv TRUCK H : 4 rwl FiberL►g 1 W AREA W rn CD /i fri ��i fl, c..) BELTLINE RD v E. (VARIABLE WIDTH RIGHT-OF-WAY) REVISIONS DATE DESCRIPTION MK -- _ .- .. — ��• ECM B ON BE GOEIas m R o p onacc NOE NOM W7 �E610dI1p15 41Yt ROM 71E MONO OF MOWN am TABLE A: man a ORD fID18010E NO SOIL If OE MITOROCOL mia OR USED FOR MN F� IMMO 119:11X 1611111101499011 SPEED (S) MOTH IN FT. REMARKS LEGEND SCALE IN MPH 9 10 11 12 25 OR BELOW 94 105 115 125 L =SW /60 TABLE 8: ♦ DIRECTION OF TRAFFIC a SIZE DWG: 1 seectia....aLszara_yams,stasz 30 135 150 185 180 ALL TTC OPERATIONS SHALL, W20 -6 D SIZE DWG: NIS URBAN 5IKt I WITH 25 MPH OR LESS 100' -200 0 36 CONES 35 184 205 225 245 • POSTED SPEED. AT A MINIMUM, CONFORM TO SPEED ` DATE' 40 240 270 295 320 URBAN SI12FtIS WITH 30 TO 35 MPH x'_275' THE CURRENT TMUTCD. X SPRING LOADED SIGN 45 405 450 495 540 L =SW POSTED SPEED MOAT. !T APPROVED: ROADWAYS WITH 45 MPH OR LESS LIMIT b,,,,,,,,,,, • _ TABLE C: WORK ARE �4t_ nn5r 50 450 500 550 600 POSTED SPEED UNIT. CONE SPAC1NG: z � Ra�� Sc,exsrs NOTE: J co----A4-4.— SHEET: 23 OF 24 55 495 550 605 660 • ROADWAYS WITH GREATER THEN 45 MPH _ • LOCATION: 0 -35 MPH: 36+ MPH: KEEP AT LEAST 6' OF Si /s2 40720' TIRO SUITE " E POSTED SPEED UNIT. CLEARANCE FOR SI DEWALK. K C 60 540 600 660 720 TRANSITION I 20' 40 7 • ' s7ER1U4G, VA 20164 II& �. MIRED ACCESS HIGHWAYS WAYS ,, ff TYPE 3 BARRICADE PHONE (703) 444 -3273 PLAN 65 585 650 715 780 . - I mo• - T TRAVELWAY ,• An• TfG11NOI.OGIFS www COWELL TEXAS 63D BERME RD j N \ } PROJECT: # 02100861AD 630 BELTLINE RD 1/3j1 1 - MATERIAL UST _ � � _ do o x _ e� o 0 0 o o � .. — _ o al _.-- — — — — — -- - — H — ------ FiberLrg W CA �. ca W ....,(� AREA i XX V j t XX 8M REVISIONS 8� 0117E DE1 .NINE 811 811 ,� 8M 8 8H 8 '�C 8 80 . 814 8 81 Q} 811 '"� TABLE A: 8ti C3 - �� sgxa� sw► mWw a 65UW ar A COIPiElrE LO 9MLL fY E Q@, Oft i64D fRt NiY IUFOff BOIL 9flLC 8161 IBIS. O SPEED (5) mom OF OFFSET (W) IN FT. LE ' 1 N D IN MPH 9 10 1 1 12 REMARKS SCALE 25 OR E1E1017 94 105 115 125 L =S1W /6o TALE 8: ♦ DIRECTION OF TRAFFIC B SIZE DWG: 1 W cPACtNG OF ArwANCF WA4NN� - ALL TTC OPERATIONS SHALL. W20 - 6 D SIZE DWG: N1S 30 135 150 165 180 - URa N STREET WITH 25 MPH OR LESS 100' -2 00 36" CONES 35 184 205 225 245 - POSTED SPEED. AT A MINIMUM, CONFORM TO ` SPEED , DATE: 40 240 270 295 320 • URBAN STREETS WITH 30 TO 35 MPH „s•_ THE CURRENT TMUTCD. X SPRING LOADED SIGN U E[ ,�` ���,��s APPROVED: POSTED SPEED MiMTf. 45 405 450 495 540 L =SW ROADWAYS WIT TABLE C, WORK AREA ` P' ''`` te ' ` ° H 49 MPH OR LESS •_ ��� 50 450 500 550 600 POSTED SPEED LIMIT. DONF SPACING; NOTE- 30 Lorsrxicm MM:K,fA 0 ROADWAYS WITH GREATER THEN 45 MPH • . LOCATKIN: 0 -35 MPH: 36+ MPH: KEEP A T L E A S T 6' OF S1 /S2 40720' 22560 a OM 55 495 550 605 66 SHEET: 24 OF 24 LIMIT. ' T 60 540 600 660 720 IRANS17K)N 20' 40 CLEARANCE FOR SIDEWALK. r I pylOryE 031 - ° N4 LIMITED ACCESS HIGHWAYS J U C3 TYPE 3 BARRICADE R R I C AD E PLAN POSTED SPEED 65 666 650 715 780 • - 130x -1500 1RAYELWAY ,o, AO' _ TF.LHI\Oi www.Ka N i /I PROJECT: # 02101125AA TYPICALS PLAN MATERIAL UST _QUl l i ______ SHEET INDEX 1 F±b erli. i _ 1. COVER SHEET 11. TYPICAL CABLE PLACEMENT (1 OF 2) 2. CONSTRUCTION /GENERAL NOTES 12. TYPICAL CABLE PLACEMENT (2 OF 2) 3. TYPICAL BORE & CREEK /RIVER CROSSING 13. TYPICAL SLACK LOOP 4. TYPICAL BORE ROAD CROSSING 14. TYPICAL BAND ATTACHMENT 5. TYPICAL TRENCH 15. TYPICAL BONDING AND GROUNDING 6. FLUSH HANDHOLE 16. TYPICAL SPLICE ARRANGEMENT E"'S'°''S OESCIMPU011 111011t 7. COTT MARKER 17. TYPICAL POLE AND GUY SUPPORT - - ------ T 8. FLUSH COTT MARKER 18. TYPICAL BRIDGE ATTACHEMENT __- ---- - ---- 9. TYPICAL UTILITY CROSSING 19. TYPICAL I -BEAM ATTACHEMENT uWI =_DOE MOW AND MIMES SOIL MN MEADOW S. ARAM MO MC MO II OM�� NI DMIFINPTEMO 244/ TS 10. TYPICAL BORE PIT SCALE �■�!� PT ANNERs 71 + 8 SIZE DWG: NIS �� 7E FISTS f � +7 D DM NTS 11111 , imilmmowsim CovsTRuirtov MA VAG"ERS 1 Vail { i DATE: K C I. 2$s9 01D01 ,' J APPROVED: 250 SUM 118 \--/-* -%~ 5 IDM 0 11 ?.9164 PRONE i LXAS ,. EX' AVATtON SAFETY . SYSTEM SHEET 1 OF 19 DU - , TECHNOLOG TES FAX (763) 444 -te7 111111.102 lH COVER CONSTRUCTION NOTES GENERAL NOTES 1 • WHERE TRENgING TECHNIQUES ARE USED THE YINRIUY DEPTH TO THE 1. GENERAL NOTES SHALL APPLY TO ALL DRAWINGS. PROJECT: # 02101125AA TOP OF *MOUSE WILL BE 48" UNLESS APPROVED BY THE PROJECT ENGINEER. 2. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, COUNTY, & LOCAL REGULATORY TYPICALS PLAN 2. ALL [CHADORS WILL HAVE FIBER OPTIC WARNING TAPE INSTALLED 12" AGENCIES. IIICIIlDING BUT NOT LIMITED TO OSHA, TXDOT, ETC. maw FINAL GRADE. 1 THE CONTRACTOR SHALL CONTACT THE ADJACENT PROPERTY OWNERS A MINIMUM • 3. WHENEVER DIRECTIONAL BORING LS MIMED TO INSTALL OONDINTS ALL OF 72 HOURS IN ADVANCE OF CONSTRUCTION AT THE WORK SITE. QUANTITY EXICAVA110NS SHALL BE BACKFILLED PER TXDOT SPECIFICATIONS. MATERIAL UST amili 4. ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. -NM MUM 4. YE1 ICIITIOII OF THE LOCATION OF ALL UTILITY CROSSINGS 15 THE DEVICES NO LONGER REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. = =MIMI CONTRACTOR'S RESPONSIRILTIY. HAND DIG WHERE REQUIRED. ALL 5. PEDESTRIAN TRAFFIC AREAS MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS � � �� KNOWN UTTLITES MUST BE "TEST PITTED*. MAY NOT BE REROUTED ONTO PRIVATE PROPERTY OR INTO STREETS. _ ��� 5. CONTACT TEXAS DIG TESS 72 HOURS IN ADVANCE OF --- OOMSIRUCTUON AT 1- B00- DIG -TESS FOR LOCATION OF BURIED UTI TTIES. 6. NO EQUIPMENT MATERIALS SHALL STORED OR PERMITTED TO STAND - __- UNPROTECTED WH ERE TRAFFIC IS MAINTAINED. - _-- 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL um TRAFFIC LOOPS LOCATED. MIMI= 7. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON ROAD SURFACE DURING 111111.11111111 7. COMMIT WITH TXDOT CORRESPONDENCE, THAT ALL TRAFFIC LOOP LOCATIONS NON-WORKING PEMODS. MINI COMMIT HAVE BEN COORDINATED FOR MARKING. 8. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK AT ANY TIME 1111111111111111 ME 8. AT THE END OF EACH WORK DAY CONDUIT CAPS WR.L BE PLACED 011 ALL VACANT DUCTS. 9. EXCAVATION - M= IIIIIIIMI MATERIAL SHALL BE STORED AWAY FROM THE PAVED ROADWAY. - 9. A M m wi BERM IG RADIUS OF 5" FOR FRIER CABLE WILL BE ADHERED TO. ALL SPITED YATER1Ai MU. BE REMOVED IMMEDIATELY. - ___ 10. EXISTING SIGNS, DELINEATORS, GUARDRAILS, MARKERS, TREES, SHRUBS, FENCES, 10. MAXIMUM CABLE NNSTALLATION TENSION SHALL NOT EXCEED 600 POUNDS. WALKS, STEPS, ETC., THAT ARE DISTURBED BY 11415 CONSTRUCTION SHALL BE 11. SHALL BE FOR THE REMOVAL AND STORAGE OF ALL REPLACED OR RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION F i b e r L 1 g h t CRY TO BE REPLACED. OF THE ILSPECTWG ENGINEER, PROPERTY OWNER, CITY, COUNTY, STATE AND /OR ANY OTHER AGENCY HAVING AUTHORITY/JURISDICTION. 12. RSESTORAT OM OF THE CONSTRUCTION AREA TO ORIGINAL. OR BETTER CONDITION SHALL 11. CITY, COUNTY, STATE ROAD SIGNS, DELINEATORS, GUARDRAILS, ETC. SHALL NOT CONTRACTOR. BE REMOVED WRHTEN PERMISSION SHALL BE REQUIRED PRIOR TO TO ANY 13. MEE 6" OF 3/e CRUSHED ROCK IN THE BOTTOM OF THE PIT PRIOR TO PLACING THE HANDHOLE. EXCAVATION 1N TINS AREA. 14. NAND DIG WHIN 2' 12. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY, COUNTY, STATE SPECIFICATIONS AND STANDARDS. 1 5. RACE A COIL OF SLACK IN EACH HAIMME/MIWNOL£ AS SPECIE 13. ALL WORK ZONES SHALL BE IN ACCORDANCE WITH THE TX WORK AREA PROTECTION MANUEL. 16. MAYAN OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE. 14. ALL SURFACE AND SUBSURFACE RESTORATION IS TO BE IDENTICAL TO THE AREAS. REVISIONS 17. iCI1ON MATERIALS AND STAGING AREAS ARE NOT PERMITTED 811/114 25' BUFFER ZONE OF rii.. t2 WETLANDS, CREW, AND STREAMS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ANY UTILITY DAMAGES. WHEN ANY PERSON DAMAGES A UNITY 18. THE O 8 AND GUTTER 1S NOT TO BE DISTURBED WITHOUT PRIM APPROVAL THE A}tLdu D ECD COATMG DURING MU MOTTFIED.CAVATKON OR DEMNNJTKNN THE OEM SQUINTY RISPECTOR AND 19 . IN Tiff EVENT THAT IT IS NECESSARY TO REMOVE ANY PORTION OF THE CURB AND GUTTER if 16. ON ALL WOK ASSOCIATED WITH TXDOT PROJECTS THE RESIDENT ADMRBSTRATOR FOR IS 10 K REPLACED SEAM TO SEAM IN A M IRNG CONRGIIRATKII TO THE ADJACENT CURB TXDOT MUST BE NOTIFIED AT LEAST 48 HRS ENE STARTING WORK. OR StIJD MATE LINE. iS wr g MOW A;wam 11 MIME NM MOO boDai SPUMONI lrcAWATV 17. CONTRACTOR IS RESPONSIBLE FOR ALL COMPACTING AND CC , ∎,-• MASSER . All ilk( 10(1 MEEK TO THE REQUIREMENTS SET FORTH IN THE LATEST ILIA UTILITY POLICY. SEDIMENT 1;ONTROL REGUIMIONS WWI 21. CQNSTRl1(:11QN NIIOTES SHALL APPLY TO ALL D)M1WtlGS .____ .._ SCALE * THESE FT OS ME ET OR EXCEED TXDOT ROAD & BRIDGE STANDARDS _ _ E,�a �t, r es B SIZE DWG: NTS AND SPI31UONS. ���m 7 '4114 0 SIZE DWG: NT5 22. A MINIUM DEPTH OF 10' OR RACEME OF CONDUIT IN STEEL IS REQUIREDO FOR ALL MAJOR ROAD amirmeimm SCIENTISTS MAR ROAD C ARE DEFINED AS STATE ROADS (SR} OR FOUR (4) LANE ROADS # ARE ID BE PLACED WITHIN INTCFR RNES. vsTx Txo�r MANAGERS DATE: MTH STOP SOS OR TRAFFIC LIGHTS AT THE CROWNS. wommilowNI APPROVED: 23. A DEPTH OF 72' OR GREATER IS REQUIRED AT ALL RIVER, CREEK. AND /OR GULLY CROSSINGS. 22560 _� I STEMS. YUMA 20164 SHEET 2 OF 19 TECHNOLOGIES FAX APPROX' 20' APPROX. 20' PROJECT: # 021011 2599 3YP TYP. TYPICALS PLAN 1Wy p o • 0 '�' = DEPTH MAY VARY 5 4 , 4 v MIN. DEPTH 48" V a MATERIAL LIST QUANTITY TOP OF GROUND 1 I UNE OF BORE HDPE SDR 11 AS SPECIFIED DIRECTIONAL BORE TYPICAL N.T.S. APPROL APPROX. }p �. TYP. _ x / TYP. W O C 0 4 I >t = ° +Y� Fiber Lagh , A. EXI WATER - - - - -- - -- GRASS .___•_...... i L ‘k,.._ N I. i P z . a \JIMA OF REVISIONS Mit ocsaaMaoa Marc. -____ CREEK /RIVER CROSSING PRPROFILE ... _ __ ,__ .. N.T.S. �m__.._. �`_�..�_._ ^ = nun AS mU BE OM AU FINK D W COMM NW IMES Me SPIXINAVIS 92.11 *t( FORUM AID BFAC 1490 MAW COMM MO !Ha 1101 BE EACBRE CM,, OR is3 FBR AB MO SE EBWI SPEW _��i� c:-EERs SCALE r 1 * B SIZE DWG: NTS �?�1 tT t D SIZE DWG: NTS M/NM O MANAGERS --j :Si*, '! DATE: ummilmillkoms C 22560 anal - ` ` 's N APPROVED: IP T DR TEXAS\ EX AVATION SYNE 111 SWIG, 1110111 20164 PHONE Sr =ET k :., ,, SYSTEM SHEET 3 OF 19 TECHNOLOGIES GI NW NO 444 w+ i T TYPICAL BORE I PROJECT: # 02101 125A TYPICALS PLAN MATERIAL UST QUANTITY H11 r PAVEMENT SURFACE. TYPICAL `Wr 1 111 . EOP i El P Fiberlight A � R �..... R lo.., WE SDR 11 AS SPECIFIED _ ... III ,. \_. _ F D .,._�», _. _ oil HOPE SDR 11 AS SPECIFIED 120" MOWN COVER ABOVE CONDUIT OR 48" IN 6" BSP WITHIN 5' BEYOND EDGE OF PAVEMENT TYPICAL PROFILE /BORE REQUIREMENTS REVISIONS PLAN VIEW aeea rrrw. PLACING CONDUIT - _______ ._ � DOE r*I RS WE ER9iE POMO ST WIN. MAIM iR 9 CIPICI IN 514111E1131 WC ft11tlH CT MIAMI R" ERS ®@ p SIM =MICE J19 Milk XII >111H811 o.r..g SCALE ,��IA714EEii3' 7"...".-1 ! B SIZE Oft NTS f ‘41;6' 1, D SIZE DWG: NTS �■isnm� Y � � MIIIIIMIIIMIIIIIPIIIIIMII ww■� CONSTRUCTION MANAGas i DATE: 1 , 2250 laE7M All �` % ii `' , v-' APPROVED: K C 1 SURE 111 Y AFE7Y .. SY E 'N SHEET 4 OF 19 TECHNOLOGIES nut ' WIWIESELCOM ern we. TYPICAL BORE TRENCHING DETAIL ' PROJECT: # 02101125AA 6• MAL TYPICALS PLAN M GROUND LEVEL MATERIAL UST QUANTITY +. 2 BACKFILL - B" LAYERS - TAPPED AND WATERED. COMPACT TO 95% WARNING TAPE 48- INN. DEPTH MIN.4" NO.1 BACKRU. - COMPACTED 0 95X \\ _ • ' • 6-1 1/2' HOPE SDR 11 \ —NO.1 BAWL - COMPACTED O 95% F i b e r L i g h t III MIN. 2.. .• '. EARTH TRENCH IN SOL CONSTRUCTPON NOTES REVISIONS 0 I. NO. 1 BACKFILL WILL BE CLEAN NATURAL SAND - _ WHICH IS FREE OF DEBRIS AND HAS BEEN SIEVED THROUGH A NO 16 SENE. PULVERIZED CLAY WILL NOT ___ ...,.._......v.. ... .._... ____:._._. _..., BE USED. 2. NO. 2 BACKFILL WILL BE EARTH WHICH IS FREE . -.rI FROM DEBRIS, CINDERS AND ROCKS MEASURING 4 FINIXII If l MAW 3.10 INCHES, (10CM ), OR GREATER ACROSS THEN? LARGEST .x ,a 1" DIMENSION. BE """ONCM, a' ° `R u• 11210% �' SNIFF 3. A WATERPROOF SEALING PLUG WILL BE AROUND THE mmummriiimmon 'ti es FIBER OPTIC CABLE TO SEAL THE OPEN G 1N THE _ -. 8 SIZE I NTS mmummili SaEVT/ST3 CONDUIT. a 'ij j I} SIZE DWG. NIS � ' ' w MA L s 4. A MINIMUM OF 6" OF No.1 BACKF1LL SHALL CSR DATE: mummloammil � rose GLOM DR THE CONDUIT IN THE AREAS OF HANDHOLE T3CCAVATION. _ � �. < � � APPROVED: SOK 118 THIS COVER WILL TRANSITION TO 4" AROUND TRENCHING <� w f . r gum 8NONIA K I, MOUE 20164 EXCAVATION. TEXAS L • . EX AL�AflON (714 SAFETY SYSTEM SHEET 5 OF 19 TECHNOLOGIES FAX 444-3067 Mt NO. wswincov TYPICAL TRENCH 30" X 48" X 36" 20K (TRAFFIC RATED) ir LOAD BEARING HANDHOLE DETAIL "FT SLOT PROJECT: 102101125AA 30" 0304836 —PC POLYMER CONCRETE BOX & COVER) TYPICALS PLAN 4 ���� FRAME C01fER 2 PC. `- -- y " Ex t Ss w FRA NON SKID SURFACE M LOCATAaLE� 1 UFT SLOT —__ + � COVER �r�� ��Mini SECTION A —A 3" SECTION $ —$ =� 4S" $ FR�rwE ��1• t___ I RACKS �■� I•NN= r i i . LI - g -i MIME MI aniniMil Dollar O , • N €�� � M�.. BOX w _ VIEW C FiberLight 3 RIB TOP VIEW I OPEN BDTTDY 47 5/8" PROFILE , 1----- NATIVE SOlL F1RERIJGHT HANDHOLE ■ r 9i - 1 Pf f:1 = fi ; i ,, ` I ;;; r , REVISIONS 6" OF 3/4 "f s a ` 'x f` 3E s W #iii f a MI CRUSHED ROCK " , it r _ . 21, . ' � '� ��s Q � +r�` u, � +, ° VARIES # a4 C � 7 Sr ' r Y ' 1_'-- .° i i y I 11, l���l I # s= 1.rJ + 4- L COVER A # ISItt:11 IMAM iwwwwmar1111■ EVCA des s. PUCE r OF 4" CONSHEO ROCK IN THE DITTOY OF HE LXCAVA11 IL SCALE _.. ____ I t xs 2 - ICE l I PO SHED. SE PLACED OVER THE ROCK. R MIL EE NECESSARY TO cur' 4-1 1/2' HOPE SDR 11 B SIZE DWG NTS �■nr� WINS NW aW. mwommlikunms AS SPECIFIED CORNERS OF LR , � '7 D SIZE DMA NTS '� E SkT » GM GM .WW IN IE WI CENTERED RA �* . =.a C� s c +r A c, s 7�IGi. ----: ✓, f, DATE: ammimmli s muimi linilliiiiiiiiiill K �1 an Mt 11 I01t3T SM. ?LAC® KI IIE NIINDHDIf. �t= �, 1# GiE 1 DR 3 MUM T i7D1 A OF SDI (6) IICIES ABOVE THE WIRE 1R'SlI. DD NOT TE TE APPROVED: CIS 1111 1l # (i) 111 ABOVE OE IA'SN. ,/' : . • PME 3 S. TIME MEW IN AEI. C x;'. ; - E x A V Ti ON C/014-444-3060 7. Sse4 IRS Oa 2 58x 1101 MOW IIA)01HOIL SAFETY SYSTEM SHEET 6 OF 19 11CHNOTj)G lS OM n HANDHOLE FLUSH - I N PROJECT: # 02101125AA __1___HIIIIIIIIIIIIIII 1YPICALS PLAN CABLE MARKER , LABEL & PLACEMENT OWNER_ QUANTITY MATERIAL LIST 4" OA _ SIGN ID. NUMBER ... swi Aft 7 ill r i "Ill 111111 1 11-113. 1 v 1 mtem 4 FOR FREE CABLE LOCATION SERVICES CALL it STATE ONE CALL AGENCY CIOTTSIARIC 111111P421ATI011 01.711111 k ......... TAM= 1 PHONE NUMBER *IPPON POST WWI NOLE SWANS= NOIS 1:3122712 METER OEM 2 44r 3 Ur 2 FEU 3 lir 4 Si e 2 - 3 FELT IILWK 3711PE FAILURE TO COMPLY 4 t/Y it 1/2" 2 - 3 FEU' 41 4 WILL RESULT IN 'W / 2 " a I/2" j- 4 fEET Fiberli FOR DIIECTOONTACTWIM: AS MX 2131146 OWNER PIASIW NICHOR AWE , Il l PHONE NUIR3ER ri • 1 ! 1 I-ar do-A REVISIONS • I ME anclirlitm NM — — — - 0101M RR IC MEIN% AMU TUOTIMILI VEX MEM /MA WOWS 3111, 113034 ME MOW OF ■ MUM 16.1191113911111 SIM COMM MA MK 110T IIE 191011111101111 DIMES AR AT PMCSE WINO 491 111F111 =sax SCALE mummumrilimi ENG- nuommEribsemm B SZE DWO: NIS immooribmamm4 Pbt'FRs r A D SIZE DIM NTS immi0. SCIENDST -111■1111111•11•11 CONSTKICITON MAMIGERS I . T i 1 7 4 I , 1 2 V DATE: immimmuillkamm '.. K . GUM DR SOK 11S STOW IRMA 21/164 MINE 0104-444-Sle. TEXAS \ EX AvA sHEET 7 OF ig SAFE TY ',...._s SYSTEM TECHNOLOGIES TAX MI6 444 WinuxIM .. COTT MARKER ___ I PROJECT: # 02101125AA 1YPICALS PLAN FLUSH MOUNT BURIED CABLE MARKER DETAIL • MATERIAL UST QUANTITY 6' 6' EIOSTIN GROWS LEVEL I FiberLtght J WARNING � � / / /\! /f /ce / ice / /, / / / ice / ice ! / / % i\i� In 1 <EME] * EME> FIBER OPTIC � \ \ \ \ \ � \ \ / CABLE BURIED j� /j� /j� j //� j� / /� / /� / /� /j /„ REVISIONS SSW OS SW SE EMOSSE SEWS W 070WEL SEW MINE SO VEDSCSIVIE VAL WPM SE POEM W REIM MS Me= A SSW OM= POISE SW if EMS= EWE E EWO RI VW MOE WNW 4�0 ISM IENSESIE �� SALE ' mimorimommo PMVI s 8 SIZE NTs r �TTS7S 1 i7 8 s1z 0W5: NTS ammomibimin CO's 5 - y t► APPROVED: .4� 1 SERUM U t- 9/NE 118 ` SAFETY TEXAS \ EX> AVATION SHEET 8 OF 19 TECHNOLOGIES Y `� `. SYSTEM IMAIENMOGN FLUSH COTT MARKER NI PROJECT: # 02101125AA UTILITY CROSSING DETAIL UTILITY CROSSING DETAIL 1YPICALS PLAN r . , 1 LErTEL STORM CULVERTS /��''� %``. % � %` %�` �`����t��t�`�t /���� V, `'� %' %'' %�- -,-� f-0 ND LEVEL `� / MATERIAL UST QUA ■ 4 o ciIP 1 Q ALL EXISTING UTILITY 2" MPE t2• ININUN ta} + Eli 12' IYNRNIY HDPE SOR 11 AS SPECIFIED GROUND LEVEL END SECTION FiberLight ' D LEVEL � •• 40" Allk,49.-0 .- V,7" ' '`rte .� i/ N, N t> - • V • � ♦ � i7 ‘' /• ,, // " / �� � �! �'.' 0/ ' � ��� //' '',/.. . � 12 arm .. _ ' 013 A__ .., ovi , HDPE MR 11 AS SPECIFIED i 18' MN. MEN ilk ,OISTMCE R » 4', NNE SIR 11 TO REVISIONS N CM OM EIDSON AMU >� 5' OF Mtn DITCNUNE DETAIL DATE _ _. DIRK r immemok 12 MINN -- `' 1 �R _ _ _ 0 � ALL EXISTING UMW ' 1. � - -- – _ _ 1 - c+[wrsaatm�nes�rt ] _ : `i - - 9A[VE itl� �AG1�6 3Ygl1B.�d Sf f�lf �' iE IBR9__ iiSN fR M 1lAO➢E —. 9iB0.i _ - i�al A®0L am■w� ■� �s _ SCALE 1. N B SZE DM MS simmilummin 5rr15 ' _ D SIZE MU NTT CONSTRUCTION MANAGERS � ? DATE mommookommi K C I MUM, GUM 1rt� APPROVED: SW 111 MEM 20154 1. A NNUNN OF 12' SPAIN= IS REQISREB IT ORIED MIRY COWANN & ` ;. • ! PHONE (7619 TEXAS e EX AVATiflll SHEET 9 OF 19 L I:G1 NI C DIES ' - 3010 2. RUMS INCLUDE ITUT ARE NOT MU ID INTED. GAS. SPIER AND POWER. SAFETY \,,z SYSTEM a UTILITY CROSSING 1 PROJECT: 1 02101125AA TYPICAL BORE ENTRANCE /EXIT PIT TPICALS PLAN • MATERIAL LIST 0�.. I 1111111111111 MO ■■■ 511 •u III CD 000000 4 I EXISTING GROUND Min= r BORE P � �MENN 4' 0 & inainNO � IMIIMMINE • ■ `V BORE PIT REVISIONS 4' LONG X 2' WIDE X 1' DEEP DMZ 0010111 4' NNW A MN X =MX NORM COMM NrX MINX MI 91C1900011 XX IXIWNE MEM SE MGM in XX MN AMU KAMM XX SW NE MIMI MOM SCALE moommrillommo tAA r''''-'1 rE r • r NTS ' �I��N SCi rISYS 1 �! t .. t. i' I , f• - DATE: _ A t j , �� CONSTRUCTION 5 J ` APPROVED: 225 99 OEM ER ` ; ' 7 SUHE US SOCK UMW 201$4 PI L_ g TEXAS'S, EX' AVATI SHEET 10 OF 19 tnC� OLOGTES FAX Me 444 SAFETY`•,,; SYSTEM gm 0 TYPICAL BORE PIT \I f'� TYPICAL LASHED /OVERLASH AERIAL PROJECT: # 021 01125A CABLE PLACEMENT TTP[CALS PUN SIACJC SPAN FALSE DEAD END 4• NH 6' MAX L� / .� / MATERIAL ^QUANTITY UST ANCHat GtJ • ' 'r POLE 10 w ;u;� OP ;,. E ��r ii._ ! e cur Hoar No Less MMNIMAI 18' EARAMCE _r `� ��: =. 16 THAN INCHES 2 "ACER , x 5' NUT C a. 0: _� •/F q yip 8 GUY HOOK 1 SP IT GUY ' �/� G�r r A 4 —cur UED SUSPLOISION BOLT » IONDINI PORN AIyC1�/IMOO1f11CRCN / 1 cUY 6.6m 1. SLACK SPAN CONSTRUCTION TO BE USED WHEN R 6 NOT POSSIBLE TO PLACE ANdROREB. .�.f•,• 2. SLACK SPAT CONSTRUCTION IS PREFERED OVER /pai. BRACE. FIBER CAUTION TAO «Yr • • 1 ' '� SINOICINC TENSION FOR &6m STRAND AT 60' F S W.X 5001 . la 3001b.. SUSPENSION 4. sae SPAN CONSTRUCTION. MIS IS APROXANEBY 1/2 OF NORSE SUSPENSION POLE - MORE AN N 6 F�� - 6 FEET a A 7 'SON. s 3 /41021JYSOIMREWASHER Fiberllght 14 4 LAMHI10 WEE CLAMPS ir alli„,,rg tr di w.,....,„... ..,,. .— t �� �.�._ J�� NM AISINCCON TAB NOTN 24 War Fl AERMI BER SkSTRMIT 1E:IQLES WILL BE USED W THE / MORIIYUIR B tr OEIS� rasa ROuSsMONROFIED AND RECORDED AS 711E CABLE IS PULLED . le 2. EtQultl�/A�LLTtO� r� r 3 �a i AT A p� 2 , • � i iii A t �L .� I i'1� E Fr • 6I :' A r RED REVISIONS /6 COPPER MARE 4. AERIAL CABLE GUIDES WILL BE USED. 4'X8' GAO/AWED STEEL U -GUARD 5. WRH N S AND MORI $ UM E' O) M 45£ { .W ° OM PLACED 1WE7 8 LfMEL 6. STRAND WILL BE PLACED AS ON ENGR NG PLANS A GALVANIZED 800r NU. BE 7. PRETANNG OF CABLE TO STRAND TALL AR BE ALLOWED. INSTALLED OVER wpm OF 8. CABI f WILL BE DOUBLE LASHED MMBR 45 ML WINLESS LASHING ME. M AW C ,RRDE' 6 OF HOOT 9. MUNNI GROUND _ al TiWE GUN t P 1lNE PRODUCTS _� m 6 SPLICE H H FOR LEVEL PA Rr NUMBER PIG -0112 jP G -D146) L BE PLl4(ED AT MI. T _ _ _, UMW OM lreineklalS BM KM FOE NM= VF LOCATIONS WERE F>BI l6RiT FIBER CONTACTS 'TREES AND BENCHES OR WHERE PRINTS SPECIFIES. MOUND 19fs. { UM n Ma Ill a1MOPSE IMO 1f MIMW. rill 1fNtl0BJ4 Et. IA7@! Rit[C4PIBIii SNMl#B SCALE D Ks 111 1 D TO LCA AOI�LICTOR r ? i $ Imo: AAD 1N O�ANT �OE O 132 S A£ DP C T'LN 1 c '41 Q SIZE 6: I� ummikrersui SCIENTISTS 2. STAPLES ON 8 WIRE P(!!E 1 p y DATE: .4 S C3fLhY t A, G ltS 2 �� 3 5GPI fD TO 11 A8� NN � POSL W ARE 9 2' 111K AND SH ALL BE I APPROVED: : • 225601 DR 4 MARE WILL 8E COPIER WITH A 1 j2' IA �. ti K I (703)-444-4080 VRFf O 20164 I g • • MOIRE MOLDING. I +}�S s. E AVA T C3 PHONE - 2 CIAO TY ,, SYSTEM SHEET 11 OF 19 NFL NIL TECHNOLOGIES FAX (AM ►' TYPICA1. CABLE PLACEIMMT TYPICAL LASHED /OVERLASH AERIAL PROJECT: #0210>>2SAA . . : . 4i " SUPPORT CABLE PLACEMENT (cont'd) 1YPICALS PLAN STRAND 1/2 INCH SIZE ••+ CAB LE `� � CLAMPING NUi SHOULDER r 11111 40 SPACER / ^ , Ailkil / PULL / ( 2nd L TERMINATING NUT MATERIAL UST Qu a IN THREADED STUD II I �I■ CA 1 2 3 let WA SHER S THE ILLUSTRAiIONS SHOW THE INSTALLATION L. r GROOVED PLATES 2nd W ASHER OF Tiff LASHED CABLE SUPPORT. TIM TRICKLE OF r 'f THE SUPPORT SHOULD BE DJ APPROICIWTEL.Y D CABLE LADIlq CLAN! THE POSITION SHOWN. TIE STRAP SHOULD FORM THE LA IMIMG WIR FIRST PASS UNDER THE CABLE, NOT OVER THE STRAND. REMOVE ANY SLACK IN THE LASHING G yD Atm PLACE R BELOW THE STUD 1 EPEE WIRD WIRE BY LMAINTMNING A PULL ON THE AEy BETYI THE SECO ND AOUND WASHER Jt'Ml1NOIIrALOCMLE SPACER WIRE AND TAPPING THE STRAND AND STM1D SHOULDER. SHARPLY. THEN FORM THE WIRE OVER A 1IILNMUM OF TWO (2) LASHING THE STUD AND TICKLER THE NUT. CUT MIS PER LASHING tXAwP 30' SPACING BEDE OF DI BLOCKS THE F g END OF THE LASHING WIRE PREFORMED GUY GRIP OFF 3/4 BEYOND THE END OF THE CLAMP. 3T GUY �'�� �' CLANIgW!E@!WALLED ON W NW) DRIVE CHUCK (INSERTED IN TO . w JACK HAMMER RECEP ABLE) e , , C LASHING / 0 CABLE GUIDE WIRE GRIP / `/ �SOLORCONPAL LB GRAVEL all `� � `: MANTA RAY ANCHOR LBROD F i b e r L i g h _ F — G AD sECTioN � � l /i� NOTE: IASHING WIRE �` � I �! STRJWOMIRED UNDER CRP. / -- COUPS i G GROUND LINE B -B INITALLANCIN OF OWE ILLOCI AND CALLE 11F-7117,11.=.117 /i1= I1 =11. 1:=11P-711: , ' PLACID CAINE �- 11= 11 =II =II ! iI-II =.11 II ll =11 =11 LASHED CABLE SUPPORT WITHOUT SPACERS Mal 11= 11.= 11. =11= = 11= 11. =11. 1 . = 11:= II ` =11`= 11=11 I AT Mal TRACK CROSSED. ° - _ • • = • - •° ••• PREFORMED CUT GRIP s/ DRIVE s F • CAIN £ GAMINE • 4' C --- C APPROX • Aim maim sew ■. OO — 6> D S SWIM f �� ■ TOP OF U &IL14Rli MAIMRAYANCHORIBULULADNC WCIB6B U7J MANIA RAY CXICR iErN1A710N REVISIONS INITOL TO CURE REEL/ 111111111111w- :, J� CAE E ' S7E£L OAi.YJWZ UTILITY STRAIN NOTE AL7EfllhT1VE ANCHOR FOR ►Aim AIL d OR COMPACTED GRAVEL _ _ MIL J! WOOD POE F- 1 XT ANCHOR ROD _ _.�. _ _ __ —� _ • BILLAST Gm EYE NUT FOR 1' ROD .sr . }s ° �' 5.,-;; s,, C; MANTA RAY A14 HOR p = �.._ . ._ — _ ABM_ PER MEWS ilLS1E1Ci>QHS _i_ _ BE WEE 1N3iD TO HEIGHT RATIO HEIGHT LASID RLEFLAC9U — O]lEA RAILROAD Qlpgq DIMAS FOUR MIN SS 11 uwoaa w "Am. NH SA1j6111RFD a. YAMS LTD L>=9S T1>1tEET4 - Mo S P emvma BMW MEM '41- tNLG 1W1. BE RACED OVER NOM (3/.0 LEM 'ME EXCEP110N OF E imam. men, 411 FM eor.avmc WNW sexc�c emu JkT AtL L P1DLi�S maim SLbE WAX 6/15fS. >s9a 8181011. 1NE]LE WOES an BELOW GRADE IOW. TO 1111011Y PEAR L , T X 3/4 X 8' SINGLE HELIX _ _ SCALE TOW SUSPENSION BOLT. SCREW 1VGINF. BOOT Vet »TUNS ovEtt • Berm OF U- P L LN]�7FRS 8 BIS M ISM IS' OF BOOT LMEWW ........M11111111 IMIIIIIMINIMIIIIINE SCIENTISTS 4 e"--.4%.1 D SIZE Die N15 MITE: HOPE R3 r ABOVE 0ADE CONSTRUCTION MANAGERS ` � APPROVED: '� 22566 67ENII1 OR , r LEA SUITE 138 . J. 4 j 38 ,e,..-. I �. 26116 . , - . SHEET 12 OF 19 EEXAS E AVA Ii BN7NOGIG AAOIlS 444 SAFETY SYSTEM MARLIN . S 3Uf C EWWN TECHNOLOGIES mu m.= TYPICAL cA� E � p TYPICAL AERIAL SLACK LOOP DETAIL PROJECT: # 02101125M TYPICALS PLAN MI UBLE STRAND DO LASH SINGLE FIBER - MIRE LENGTH BETWEEN POLES - Th<> '<> MATERIAL LIST — QUANTITY 75' _ 4• . QM a ._•- _ _. - " _ _ 1_ maw j - __ -- 0 ONE UMW ILWP SNOWSHOE MEC Z57 No. OII 12 7 OR APPROVED EQUA1. RfACE CABLE SUPPf)Rr AND SPACER r: i r7:1 441 EVERY 1d 8E71NEEN SNOIASHOES � SUPPORT F iberLlght \\\\\\C\ O ..' f3 D ....o U o V/ REVISIONS OA1E CEfRIlRGN UMW. WWW Rift E WIDOW WISAS if OWNER tee AWWW PM WAWA slut NOW WE McV WWW W Mg Ma W WIC MUM= w AAA w ■W� nWOCSS. ` 0 E 7N.EERS _ SCALE immeir+iesmo ,,: 0 SIZE 1191k Ni5 ____ Sr STS r is 0 SIZE 099: NIS I_wII RIMM. I — <} DATE: G -�!' AfAA zF S ! i 225110 SI�YII DR -- `�' I,, APPROVED: SUR Iii - _- f WELK 1I1 2016 '.."--... ` PUNE I� TEXAS ' EX ' AVAT1©N SHEET 13 OF 19 i TECHN01_0G F>ix VW) 444-3087 SAFETY .._ SYSTEM w4 NA NWAEXCLCON --- TYPICAL SACK LOOP TYPICAL BAND ATTACHMENT PROJECT: # 02101125AA FOR STEEL POLES PUN STEEL POLE MATERIAL UST - QUANTITY 1 _ I _ �� 5 /8' -11X2" STUD FOR SUSPENSION ` _ Milt CLAMP ATTACHMENT HEAVY DUTY MOUNTING PLATE 1 1/4" GIANT UTILITY BAND G, V`� /��'► DOUBLE WRMPED AROUND PALE 'y \ E FINED W/GIANT TO 1/4 G G AND FASTENED w / �, �,� ..--44111100,..,40 iitt 1 14" GIANT BUCKLES > R' 41 e I 11.° Ur- GIANT BUCKLES -tr. FiberLight SIDE VIEW - Itri___ == a , , , i ,,,- ..., - "Illtiri ' IIIIIIItignmL-)--l'illrr REVISIONS �`' 1AOI i PLATE bat m REVISIONS DIM IS IOW It PRIME IIIM191 Pi C01153 TIEN GIANT TOOL MON MI IMMO SKI 181111111 MIMS Sr It IIIIIIICK OM VII SNP RII SW MOSE TIMM SR= mormsrosek Et n s __. mommiwilhomm " AN H SIZE MVO: 1R5 immow4hoommg f - ammomelmommmi 7 D E DITC: IRS Sc l7srs :1 DATE: CONSTRUCTION 5 / ;' amommuNdpvimm ilk\ 22580 GUNN DI r ---- t 4 APPROVED: SUITE 118 s 1f ?,4154 :. ., l PHONE (783) TEXAS Ex' AvAT1JN SHEET 14 OF 19 SAFETY..,;; SYSIEM ma e. TECHNOLOGIES FM IVIINXCLON4 TYPICAL RANO AMMON __\ TYPICAL AERIAL BONDING AND GROUNDING FOR PROJECT: # 02141125AA WOOD DISTRIBUTION POLES ARRANGEMENTS 11P1CALS PLAN h I 4r," � :-t . - TiEilOY CABLE SUSPENSION f t r NIA it � 1 "t _ SQUARE /4t4" 2 1 4' I SABLE ,. I . a ' ��" 12 ' CO 11GN I ��� 7CS 111111111 11 i 22" FUt 1 BOL IHADS ' SUSPENSION SII�� _^ STAPLE 1 111 GROUND APP ,r :I����I:� 1 \ • STAPLE —I D O 5/6' GALV. I 1 WON 1 I NUT I III S RAln Mt GROUNDING ROLLER I 41116\.,, __Istillit—kmilliazellPi■,-. \ ,..---,. Snalir . Mr °F i CONNECTOR / 1 1 4(0 ill PLACE UM1R ..� fi'' ti. ? NO. 6 COAL NO1� , ,641)'" ' ' GROUND 1 1. NUTS TO BE PACED SO BEVELED NO 8 COPPER 6" GROU WIRE TO SURFACE OF NUf IS TIGHTENED AGYNSI 6ALYAIpZED SURFACES ALL FIELD BORED HC4.ES lliBl STIINIn 15 PIACE9 �ppy A Sl 1f NEII- USING A GROUNDING ROLLER IY1 H YOMIIG REEL POWER CO NUM-GROUNDED S1 I WHH NAPHIEWiiE 72047) iM9E A ia)iF1r: 31011�� VERTICAL PRE AND NUTS SHALL BE TIGHTENED PO THE pi CONNECTOR - SNUG- 1112111 CONDITION. k 3. YNI6LNIN1 DISTANCE BEIYMEEN Hogs eaRm w POLES S1w L DE NO MSS THAN 6'. ill I p ��pp��pp (,i REVISIONS i 31 I+R MONiD ROLLER SIONIS T _` ^ GUY 1100K GUY HOOK FASE BEAD END OF � SiAANDGRIP AI t��� � � 1 STttAND Gap N7� GUY HOOK GUY HOOK • , , ... v„.7: GUY t , � rim � [ SIRAND GRIP \ 110:11 A let SE OSAMU SINIZIS ST COMM WS Man ZSRESUIENS:01101A1 It MIX El an 1 SCALE 111111111111111111V41111111111•1 .7Ar7 R3' SIZE OF UNBARS OF S' 1 •, Sr I, amossitymum 9a'� MUM E �-. STROM CON57�`L77av MA_ AGERS j r # DATE: awll■ �� t l At APPROVED: . � num SOW Mt NI r y . is �- ..� Y X J ` T AS +� `X AVATI: SHEET 15 OF 19 1ECCLMS MI SAFETY Y SYSTEM lrts ua TYPICAL R I 1 II '1 • TYPICAL AERIAL SPLICE ARRANGEMENT PROJECT: # 02101125AA TYPICALS PUN t t — „ E'�T Nor it MATERIAL LIST QUANTITY AI . FIBERLOOP ANTEC NO. OIN 128557 M 10& TYPE AERIAL SLACK DM SUSPENSOR STRAND - CANIE SUSPENSION CLAMP CC _ SIMRi� 11 ACER "--- FTBEaLwNr FIBER '_..._ .._..- ii --- - -- • `�— : I i _/� i 4 I 't i ii i ., j ii 7 LASIIED CABLE III deriq YCHEN 1006 SPUCE ; SUPPORT 2 STARLESS LASTED CABLE F 1 b e r L i g h t z .. at=' +:r , t. ;' -- f ri] SPLICE CASE SUPPORT CROSS SECTION 3 TURNS OF LASED CABLE SUPPORT ABOU D SUSPSISION STRAND, AND SPUCE CASE NESTING CABLES ON UPPER 3OE OF SPLICE CASE. FIBER OPTIC CARNE SU SUSPENDED - , t` 1 ! AROUND DUCE dKE ND SUSPBNION SIRMS Y SHAPED PROIBCTON i j AM /O MG IOW C014441 IDII! /ARE /' REVISIONS GARY SLINPu STEEL. UISIED ME DcmRmAN IOWA GAF IlETPL t SECTION SPUCE CASE Si Swims* wave Sri STEEL LASHED CABLE SUPPORT i 1/Z' SPACER i�s�sf USER AS: 1E MUM MEC If tri•L•151 r t • . it: errs } • i Y i k i�R]0!101 aC)f9ta H SfQA 1001Ai7BYtQ1 § Fi - ` : i f ` r = ■ illlf Ai17df RAC i . i f i f i f l lb. SCALE '0...4..1 i • " i •i t i B Siff DM WS s ii t i i s i i# /AAt1��S i r E�t''s ,-----e, X3533 . ii ` Y� /J B S�i NIS >••■■1 O NSI -T CTIaY MANAGERS _ J � t DATE: lf =LD234iJ "L 231Lt L' ,:,----1 . --1 APPROVED: 22560 ABM OR NtisiiM SUME 118 SWUM MOO �� TEXAS'S. EX' AVATI�DN BEET 16 OF 19 i MIME 0 01 8 - 444 - 3060 SAFETY'..;; SYSTEM 1 TECHNOLOGIES FAX( ma TYPICAL SPLICE 1 I II ??c i TYPICAL SIDEWALK GUY PROJECT: i 02101125AA TYPCALS PUN AND PUSH BRACE INSTALLATION STANLEY FLAGG t CO. CATALOG #PAX 138 "C' 0 A ' ''.! r 4-4 'qfi. i . MUSS OTHERIAISE QUANTI1Y 0 * I: A ,,,, . , , , : -1 ' ' ■,. .:::*!1, ifile Fl8ERUGHT MATERIAL UST - TOP GAIN HOLE ■-- P. S -' 17 C 111V: '; 340 . SUSPENSION STRAND „ , c-h :7 i < D 8 CURVED WASHER 8 • • 8 5/8 INCH MOLT C I r--.1 W I 1 1 ' 1 I ' I h GUY GL/ARO --■ W POLE BRACE 03111930113R ATTACH:0113 BRACE i 0 .....- t, lill i # i 1 1 „, ti Siff , ZJI nu" i 1 1,1 ii fr,l' I 1 4 T1 4 1 11- g5 4 11 4 11 4 111V-41411411,4u "ME 41111 :; 0: 11.11=ii .11= -=ii=11:=11=11.--11.11=11 „, :,7 ( 1 : fr '`EIVVAL 4C M L LIE. e 1 ..11..-11=1- - =fir--11=11 F itierlsgt" — , 0 , : • KO h 'ir _ nor sm , ' I •,/ ) 1 1 i i 0 t 0 1 1 ill ) II I 4 0 1t , 1 z 1 ii 1 , 1 1 i l r i,. REVISIONS I MIE 111110/91011 UM 1 - 11 1 1 11 1 ft - - 1 1 1 11 / ---------- --------_ _ ■ ■ ■ ' / * I I / I ' • li i 1 I . . _______ 1' i tl t S Ell0Pla 4011:11111511111101D r w all= f 1(S ir AMMMIIIMMIBMWWVIAMWMMIEW 8 41 4 1473--"- I . 1 4 fa 161111ROP.201911.4111/921113R MIT =ME MINUI SKOV POLE GRACE CONIECIOR ATEM3193113 POLE ' - - - - - i ii i - -_- -_- - - - - - - i i - 1. - -- amoso maxim 0 rill mimic nommmommremomm EvGiNkEks ,.,. -- Ali ANCHOR BRACE %RE B SW OWQ MS will 0 f immirlimommum A LAfraVERS 1114 ot 9 SZE Mk NTS r 5 OUL C4401 17 . ■:' 11.8.0.111 Saaln-STS 11 , CONSTRXWON MANAGERS di S"''' - A:44■•:o . kfr I DATE: APPROVE& - mixammilIPINNNN 220 UM II ri SOK HS Sank 111161111i UM ..,..... : ,,i 'i TEXAS 'N-. EX AVATION SHEET 17 OF 19 MOE C/0114 SAFETY N.....,;, SYSTEM 1 tCHNOLOGIES Fg aff6) 444-3117 =MOM WICK cu & POLE DEM 1 I CURD Rim. - -!'� TYPICAL BRIDGE ATTACHMENT DETAIL P' �, PROJECT: # 02101125AA { � FINISH SURFACE MICAS PUN • • , r • • 4 d • • , . , .. , .• A 1 I wa ,i . ` 4 + • a•• WOW* = < •, 4 .� a . •• a ! a ANOLf BRACXET 4 a • • • ° as ire At ?my. was MAW rear NA MATERIAL LIST QUANTITY ♦`' • 4 1•a y 4 i a v •• • t ' 1 I _ ,i • a • • • 4 ,, • • • - 1 woman FIBERGLASS , • 4 •• • • a • • • • r Y a l UIL n aNu. Nis SOAR R WOO O • • • C8I �1>tir Ir� °"7 "„" 4 • rir rar NNr 7e R N. uo'jollii • ' • • • a • •. •• 4. - • d. - q . • a t . � . , ' • / iN L A• 4 r M � @ NiNi �MM. WI - �• •1 d 1 d • ' � IIr 7NNNRLMINRIfr�2Nr N 7i • 1 • • e s a d ' 3-CELL MA XCELL ..4 A O' SECOND 1-86.44 4• FRE W/3 -CELL NAXcaL O�ND . LOOMS UST NOT •O SOONc C D ( ? CONTRACTOR m vERD�r 111 ;: TRAVEL BY MEASINaNO FINGER. IP • EXPANSION JOINT (IYP) TRAVEL IS TOTAL OF e OR LESS. ,► FIN EXPANNON JOINT CAN BE USED IN PLACE OF • /` THE ST/VNINID d TRAVEL EXPANSION JOINT. ! 3-CELL MAXCELL w nea¢ t / I IS � -NSON[ MOWN 7 troy (MXC- 3456- BL/RD /BUC) • CP . END aeG4 1� iI I wM. FiberLL dONT ; II ; a r � EXPANSION % JOINT S DETAIL D 240. g L K1 T P MORE T}MN r Bur LESS 73MN le CONFIGURE .�! • I+ �, NOT TO SC ALE os AS SHOWN BELOW. �, „ weiN JOINT s� . • ,a a • ` 1 � < !I!IlI9.mi I�1i.ii.i miaow on ; CORE BORE 3 HOLE +- • . a' E AND FILL W/ �i SE BRACKET MAIM A NGC PEACE ar OP r tows \-a. Mr ANN. - • a Y +' CONC. WALL i NANIAS id PLUMCRI NRR psi • a 1 ' e • 31 • : . • • • 1 l" REVISIONS L i . '�;' * ' 1 a . . ` � +S E 6 a3c sat r = i�ura�i�i ' PEACE dr MP / M� !»II 4 • •. �� ! ! FIXt f PRO PER NIINIti MM M �i w ' ' ' • a 4 / MST/ILlAT r nE 7Y TAO w�N r s�1r r� �N y _ • a elm IN' MIX �aw>rrN0Na7001[�mNrE�� _._- _ - 1. . •< '• • a • a N r OW f WO t i' wl[iriR UNN7R II ROI .. ; ' " •, . • d a : DETAIL A n A .. —� OM Tn s i• i d a1 .•... • - .• OW AIX EeN61RE MOO A MOM BCE y1 a 1 t NOM a�usswcr� • - / • . d • _ '�'� I i- •- {' I �if[N COMM 8 Pe MI 1a1 MOST SAM yaw a - • a Y a - `I d IMAM MOO N9RNr osNNNWN ,wnpe MIT NUM AWAIT ITACEINETIT AT f.EfQS • • • a 4 = ieer a�esero +arwymoxs NUM � _. _._ INENTRAILADONWIDCEMIWANDIMENESCWIELE ■ SQENHSI5 • ; NOi 78D SINE ' 7; ilb ".� 0 SIZE III: MIS CO}NsT s } r,_ ' DATE: saE 111I s. i caw APPROVED: P (7118 TEXAS f AVAMION SHEET 18 OF 19 TECHNOLOGIES FAR S� ` .. ' SYSTEM urn >a MICA BIM ATTACHIENF 8 ... i TYPICAL I —BEAM ATTACHMENT DETAIL PROJECT: # 02101125AA PLAN e a 1 -8 � MATERIAL UST ` QUANTITY e � 0 5/8" DM. ALL- THREAD ROD WITH 'Imo _ ,[ ` ASH. . ) AND LOCK II Z. 0 - 1 /8 I W NriDH ER VIBRATION H.D(1YP DAMPENING ANDONE WASHER . O 1/2" X 2" FIBERGLASS FLAT BAR " 1 < 30 1" 0.0. FIBERGLASS ROUND TUBE (1YP) d e 1 CD 0 2" X 2" X 1 /4" FIBERGLASS SQUARE TUBE 5 MIN. / f \ z 2" X 2' X 1/4" ANGLE IRON, H.D.G. (TYP) - 6 1/4 X 2' STEEL FIAT BAR, H.D.G. 0 03 CONDUIT DIMENSION HANGER • ' SIZE A B C 1/2 "± PART # 0 1 "..4- 2- 3 1/8" 4 1 /B" 4" BH 2 / \ 4" 5 1/8" 8 1 /8" 3" BH 4 ins i�� + r 7 1/r 8 1/8- 2 BH 6 004 1 6.1 . f NOTES. 1•f T 1. FOR FIBERGLASS PULTRUDED PARTS SPECIFICATIONS f il, �� �O SEE ATTACHED PROPERTIES SHEET. 9 Ju ,•, 2 ALL STRUCTURAL STEEL SHAPES TO BE A -38 MILD F i b e r l h t , ' r ' ~IAr .ef 1st "•' 1 STEEL & TO BE (HOT DIPPED GALVANIZED) AFTER �� FABRICATION IN ACCORDANCE WITH ASTM Al23. -- C) l,! 3. ALL HARDWARE (INCLUDING INSERTS) TO BE HOT -Q DIPPED GAL.VAN 94 ACCORDANCE WITH ASTM Al23. 4" TUBULAR BULLET 4. ALL- THREAD ROO To BE CUT FROM 12' -0" H.D.G. RESISTANT FIBERGLASS _Cs DRESSING ,& s OPERATION ( a 7� NtZED AFTER SIZING CONDUIT 3 —CELL MAXCELL 5. my RAMSET /REO HEAD HOT DIPPED GALVANIZED • 12" MAX. TRUBOT M'21- ANCHOR 3/4" X 8 1/2" WITH MINIMUM EMBEOI.ENT DEPTH OF 5 1/4" MIN. TO BE INSTALLED L.A.W. MANUFACTURER'S INSTRUCTIONS. • PART NO WS -3484 G. /ASTM A153. • • • I • E 1 7. LAW POINT OF HANGER SHALL BE ABOVE BOTTOM • I s FLANGE OF GIRDER AND ABOVE BOTTOM OF REVISIONS 1 ATTN HI IT' MA L$ 2" Q 1 2" DECK FOR SLAB BRIDGES, UNLESS APPROVED BY ENGINEER DM 8. ATTACHMENT TO BEAM OR GIRDERS IS NOT ALLOWED. I. 4" B/R FRE EMPIX CONDUIT X 20 FL B.E. 4006 FRE SAME EXPANSION .109ff3 2. r " 9 q y/�4) 0 9.REYt� SHALL. NOT BE CUT DURING ANCHOR _� __ _ „� , d ,_ 4. AGE !!tl!�!S PE PER 5. 2 PART EXPOW LOTS 30 CO (40030) _._ ------ &. 4g/R FRE 22.58 X 4WE Amos BREAD & COMER (442810) 7. 4' 9t$4 40 SffEL 909 X 4 CBS VIREO & a 4' B/ FRE MANE 11fIL: ED AIR PIER (400210S) — 10. 4" a/ F ] SFUr _ (4 I(G— '.i� BL/RDf BK) rs� s ru � rags w swnaa. a csc 1Q 4" BJtt PRE SPLIT SNP {445010 sresc,r swia s4r u t • IC 10119081. OP EL L w WO rt "" taros[ WWI sCox WWI •arsati _It_we� ENG . �____ _SCALE____._._._._ ■ tl�T■wr+`mi 13 SUE DWG: HIS r---1 A 9 SIZE DWG NTS SCIERT1515 i � 41 DATE. Is #> i s - r 1 APPROVED NJit� it �. � 7EX 1 � ' ' �'; y ,11)1 2 ' I C L �IlE NV-444-300 A3�' *. � SHEET 19 OF 19 TECHNOLOGIES OLOGIES FAR f 444 - 8057 SAFE Y \. 1 SYS I L.M : em. m SWILITICOM "IYPICM. I -BEAN ATTACHMENT