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Gateway BP(1.4)-PT110309 1 A copy of the approved permit must be on the job site at all times. CC: Applicant 6 i Page 1 of 4 Public Works COPPELL Permit File Rev. 07/2010 T *s a ,F Orig. to Project File e x ; . ; a 4 6 D D D 0 u b RIGHT -OF -WAY USE PERMIT APPLICATION Permit valid for 90 calendar days from date of approval mi permit application to the Engineering Dept., Town Center, 255 Parkway Blvd. Date of Submittal: March 8, 2011 Applicant's Job # / Work Order # PERMIT FEE: $100.00 (No charge to Utility Companies with approved Franchise /ROW Use Agreement) Refer to the City of Coppell Ordinance No. 2001 -944. Certificated Telecom Provider? Y N [] Plans provided and approved (Erosion Control /safety fences must be installed prior to beginning work) Project Name / Location: 955 Freeport Parkway, Coppell, TX G•ATEVJA'! BP Lon_ 13[34.2- General Contractor: GTI, Gardner Telecommunications, Inc. Contact # 972329.9933 Permit issued to Company / Representative: FiberLight, LLC Address: 2001 Randol Mill Rd, Arlington, TX 76011 Telephone #: 817.522.0447 Emergency Telephone #: 214.621.6108 Utility Company Represented: Oncor Electric Delivery ❑ Atmos Energy ❑ Verizon ❑ SBC/ AT &T Time Warner Cable ❑ CoSery Electric /Gas ® Other FiberLight, LLC General Description of Work (provide four [4] sets of plans): In accordance with Ord. No. 2001 - 944. Contractor to place 2 -1.5" HDPE w /24F cable on northbound Freeport Pkwy, from Southwestern Blvd to 955 Freeport Pkwy. Estimated Start Date March 14, 2011 Estimated Completion Date* March 18, 2011 * 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 p NO ➢ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ NO Q 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. A Any excavation requiring closing of a street /alley must be reported prior to closing to the following: Police Department @ 972 - 304 -3600 Fire Department @ 972- 304 -3500 Street Department @ 972- 462 -5150 Engineering Department a 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. A 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. I (Application with original signatures should be submitted to the Engineering Department before approval.) t ,� Tim Fitzmaurice 2/28/2011 ignature, f Utility Company Representative Printed Name Date < Paul Marr 2/28/2011 Signature of ontr tor Representative Printed Name Date 0171(4,41-in &i1.r lA e) Signs a Representative Printed Name ate > Comments: ➢ 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. 03/23/2011 15:36 9723299944 GARDNER TELECOM PAGE 01/02 cAr r'( ' 5 q. Fy Page4of4 Y H a• C A Y Y • a !r COPPELL * * o fi �Q A d t UTILITY RELOCATION IN RIGITT -OF -WAY OR EASEMENT COMPLE'T'ION VE'TCA.TTON NO CE Contact City of Coppell Public Works Division at 972-462-5155 to schedule an inspection with Utility & Streets personnel to verify that your project has been completed to City of Coppell specifications. Failure to schedule verification inspection may delay future projects. Franchise Utility Name Ft' b-eir L LC_ Project Location / Applicant's Work Order # or applicable) 5-5 ire - ' rr 0..4!) •lEIL - T2' Sub - contractor Company Name 6 24 hr.Contact Number 6' 853 3 38 Z. Date of Verification Appointment 3 . 23 • M Time of Verification Appointment INFORMATION BELOW TO BE COMPLIED BY C>trY OF COPPELL PUBLIC WORKS PERSONNEL + Inspected by LArr u; of UTILITIES Maintenance Division an 3 .23 t ( , and found to b • ace / not acceptable because Follow -up needed? (5 YES Follow -up scheduled for •• Inspected by _ _of STREETS Mairrtena ce Division on — and found to be acceptable / not acceptable because Follow -up needed? NO / YES Follow-up scheduled for A copy of this completed notice is to be provided to: City of Coppell Engineering Dept. 255 Parkway Blvd., Coppell TX 75019 Office: 972 Fax: 972-304-3570 � PROJECT ID # 110TE 955 FREEPORT PARKWAY i TOTALS 1 UTIL 5 61 111 OW.REPRESEE COND5. ! COPPELL TEXAS FIBER THIS SHEET PLRnS RRE BRSED On RECORDS f r NOT ON BOUhDHRY SURVEY k 10 +90 5 FIELD EXPOSURES. / STATIONING CONTRACTOR TO PLACE STA 9 +00 - STA 10 +90 3 'x5'x4' FIBERLIGHT HANDHOLE CONDUIT CONTRACTOR TO PLACE OPEN LOT INCLUDE 100' SLACK COIL 2 -1.5" H.D.P.E. MATERIAL LIST QUANTITY W/24 FIBER CABLE 7 \` 24 FIBER OPTIC CABLE 513' 3'x5' )(4" MH 6' S . 6' 5' 3'x5x4' HH 1 Mr -- N'1 - £ ww.T! -- -ki -- �i -- TE 4 " P.V.C.. E TOTAL -TOTAL 826' T -Rlr - +Vr- ELE _ 11 16 " W I 12+00 a 0 0 FIBER CABLE INNERDUCT _/ 1 16 "W r r 1 _ _ ' r , - CORE I I FREEPORT PARKWAY g �� �_ Ill LABOR LIST QUANTITY _ J_� _ a PLACE DUCT J I Q I , . I -- PULL FIBER 5 II % �� _ 1 _ *AO PLACE MH — PLACE HH ... 11111 _11 1 —; "RCP s " S s A9V T T 6 30 "12CP —_ $ 11111111 T _ I I I _ -_ .. — 52q I I _ 1 I I— - -- -8 -'~` -� I 1I — F F ib er Llght 20' TP &L EASEMENT { illi 42 " 42 - I II 1l) 1 1 I1 STA 10+90 - STA 13+13 I I I !' CONTRACTOR TO PLACE I - I I � N ,.., (2-11 5 ` TECH_C�ho we `J f W 24 FIBER CABLE `v d "'i s ASSOCIATES / I 1 f 01 1 Ilil , 1N` {'I�,I, � I I I ��� _ _ E" I E I I I j./ A 10 +90 - 13 + _ 11111 ST .. y i I I 1 I I 1 _I = • I CONTRACTOR TO PLACE 955 FREEPORT PARKWAY PARKING LOT I 2 -2" H.D.P.E. I COPPELL, TEXAS PARKING LOT I� w 24 FIBER CABLE . �' II 1I I / ; I �; I - I I II i ` o /- PROPOSED 3" CORE C I _ _ I. - r i DATE: 02.14,11 111 I v I,; I I I! ' 1 I REVISIONS �A I O � \\ ;' \ \ \ \ A DATE DESCRIPTION INITIAL \ � NOTE \ - \\ \ "� SEE SHEET 04 - n V' �� FOR INSIDE PLAN \\ \\ y \ \ ` \\ �� \ \ \-\\\:\ k \ \ \\ SCALE: HOR. 1 =40 \ \\ _ VERT. 1 =40 \: �\�\ \ \� \ \� r- d ": DISCLAIMER ' w i ` INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, CAUTION COPIED, REPRODUCED OR DISCLOSED IN N �__ -� y �_ X - WHOLE OR IN PART WITHOUT WRITTEN : cV � %' �• CONSENT FROM ACSI NT CONTRACTOR TO LOCATE & o � , VERIFY ALL EXISTING UTILITIES 1 % f -•,�-'� "� '�� DWG. NO. 11036PV03 PRIOR TO CONSTRUCTION a TEXAS\ EX AVATION N SAFETY•. SYSTEM SHT. NO. 03 FiberLight 955 FREEPORT P ARKWAY PPELL, TEXAS CO a Pcb PREPARED BY: co co Ri TECHrc -zo 109 , , o36�so, & ASSOCIATES MAP SHEET i N tam slyd so hvoes _ i PROJECT DESIGN , r I a. o 0, a 0. u x 4 (1.) :11' : Coppell .000 " 'f, i ' 11 : 1` 3 ''�" �. ," .Fri Dr A.irlirie Dr ____...._._ _. i 636 •c 'iv$'^t sz C_. - fight 5 arc ;F!C3A t r: =JJ9 tdirzasvft Ceres end or its supplietssAll r ights,e sz. W- 2 PREPARED BY F b r ight 955 FREEPORT PARKWAY M COPPELL, TEXAS N TECH- C- 7�iaup _ ul & ASSOCIATES #11036MS01 N INDEX SHEET ( - z — 0 c i' rn J ■ t ,. m 73 1 z_ CO v ,,,,)' .., 1 2 3 4 F R RKyV z R��P' � A� 1 ► , 1 4 '' ' r - - .:,,; 0 li ii 3i. 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F i ri 1. 77) cs, M COPPELL, TEXAS _, TECH -77 40u/, & ASSOCIATES #110361S01 04 PROJECT ID # TOTALS F IBER THIS SHEET F r h " ` STATIONING CONDUIT MATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE CONTACT SHEET - DRAWING INDEX 3'x5 MH Sx5 HH 1.25" H.D.P.E — TOTAL FIBERLIGHT CONTACTS DRAWING INDEX 4" P.V.C. — TOTAL DESCRIPTION SHEET NAME FILE NAME PAGE NUMBER INNERDUCT VICE PRESIDENT OF OPERATIONS & CONSTRUCTION w._________ ._.__ —. ____ _ _ - - -- -- - - - - -- FIBER CABLE JUDD CAROTHERS (817) 613 -1825 _ _ — CORE COVER SHEET CS01 11036CS01.dwg — __ -- 1 _ -. LABOR LIST QUANTITY OPERATIONS MANAGER MAP SHEET �e� MS01 11036MS01.dwg 2 PLACE DUCT RUSSELL LYTLE (817) 795 -4000 INDEX SHEET IS01 110361S01.dwg 3 _� PULL FIBER CONTACT /DRAWING INDEX (THIS SHEET) CTO1 11036CT01.dwg 4 PLACE MH PLACE HH PROJECT MANAGERS: GENERAL NOTES — GNO1 — 11036GN01.dwg w 5 — PLACE MARKER TIM FITZMAURICE (214) 621 -6108 MATERIAL RAKE –OFF SHEET MR01 11036MR01.dwg 6 FIBER SCHEMATIC SHEET FS01 11036FS01.dwg 7 DETAIL SHEETS 1 -9 DT01 –DT09 11036DT1- 10.dwg 8 -17 BUILDING CONTACTS OSP /ISP DESIGN SHEETS PV01 -04 11036PV01- 04.dwg 18 -21 FiberLight BUILDING CONTACT(S): xxxxxxX (XXX) XXX–XXXX ta BUILDING ENGINEER(S): XXXXXXX ( XXX) XXX -XXXX 1 TECH- Fakoup I 8. ASSOCIATES ENGINEER CONTACTS PERMITTING AGENCIES FIBER OPTIC CABLE ROUTE ENGINEERING FIRM: 955 FREEPORT PARKWAY TECH GROUP Sc ASSOCIATES, INC. (972) 613 -0881 COPPELL, TEXAS 4019 N. GALLOWAY AVENUE SUITE A MESQUITE, TEXAS 75150 DATE: 02.14.11 ENGINEERING CONTACT: CHARLES MARTINEZ (214) 317 -5452 REVISIONS CONSTRUCTION CONTACTS DATE DESCRIPTION INITIAL CONSTRUCTION FIRM: TO BE DETERMINED (XXX) XXX –XXXX SCALE: HOR. 1 =40 VERT. 1=40 CONSTRUCTION CONTACT: Q D ISCLAIMER TO BE DETERMINED (XXX) XXX –XXXX INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, OR DISCLOSED IN C WHOL D E OR WRITTEN SPLICING FIRM: CONSENT FROM ACSI NT c TO BE DETERMINED (XXX) XXX –XXXX DWG. NO. 11036CT01 m O SHT. NO 01 x CONTACT 48 HOURS PRIOR TO CONST x N PROJECT ID # 111111111111111111111 TOTALS FIBER THIS SHEET STATIONING CONDUIT M ATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.25' H.D.P.E -TOTAL GENERAL NOTES 4" P.V.C. TOTAL INNERDUCT FIBER CABLE APPLICABLE CODES CABLE VAULT INSTALLATION NOTES: PROJECT INFORMATION FIBERLIGHT GENERAL NOTES: CORE LABOR LIST QUANTITY AMERICAN ASSOCIATION OR STATE HIGHWAY AND TRANSPORTATION OFFICALS - WEST 1. FOR LOCATION AND ORIENTATION OF CABLE VAULTS, SEE LION NETWORK ROUTE PLAN. PLACE DUCT OCCUPATIONAL SAFETY AND HEALTH SANDARDS - LATEST EDITION 2. ALL OPENINGS, PENER1 RINK NX GROUT TO FORM A WATERTIGHT AND JOINTS IN CABLE VAULTS 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PULL FIBER SEALED A TECHNIQUES, PROCEDURES, AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CABLE VAULT. A THE CONTRACT. PLACE MH 3. CABLE VAULTS INSTALLED ON A BASE CONSISTING OF CLEAN 2. THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW REVIEW THE SCOPE OF WO AND EXISTING JOB PLACE HH GRAVEL OR CRUSHED STONE THE MINIMUM THICKNESS OF THE SITE CONDITIONS BASE SHALL BE TWELVE INCHES (121 PLACE MARKER 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS MAD DIMENSIONS PRIOR ID SUBMITTING A 4. FINISHED SURFACE REPAIRED TO A CONDITION EQUAL TO OR BID. NAY DISCREPANCIES, CONFLICTS, OR OMISSIONS, SHALL BE REPORTED TO FLUOR DANIEL GREATER THAN ORIGINAL CONDITIONS. BEFORE PROCEEDING WITH THE WORK. 5. BOTTOM OF EXCAVATION COMPACTED AND LEVELED PRIOR RI 4. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMGE WHICH MAY OCCUR DURING CABLE VAULT INSTALLATION. CONSTRUCTION. MAY DAMAGE BY CONTRACTOR TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, LANDSCAPING, OR EQUIPMENT SHALL BE IMMEDUTELY REPAIRED OR REPLACED TO THE SATISFACTION B. PLACE THE VAULT SO THAT THE COVER EAT THE DESIRED GRADE OF THE ROW OWNER MID FLUOR DANIEL AT THE EXPENSE OF THE CONTRACTOR ELEVATOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR REMEDY, ANY FAULTY, F 1 b e E t (i h L } IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL. APPEAR WITHIN g ONE YEAR AFTER THE COMPLEDON MD ACCEPTANCE OF THE WOW UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL REMOVE ALL RUBBISH MD WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTOR UP TO COMPLETION OF WORK. CITY GENERAL NOTES: GENERAL COMMENTS 7 . T SHALL BE THE RESPONSIBILITY of , CONTRACTOR TO LOCATE EIN ALLO A ND UTILITIES ADJACENT � TO OR CROSSING THE NETWORK ROUTE, N RR SHOWN SHOWN OR NOT. AND 10 PRROTECT CT N THEM FROM DAMAGE THE CONTRACTOR SHALL BEM ALL EXPENSES FOR REPAIR TI ATO OF T a �=274- up UTILITIES OR OTHER PROPERTY DAMAGED BY CONTRACTOR IN CONJUNCTION WITH M THE E EXECUTION OF e WORIC. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURTY OF THE SITE WHILE THE &ASSOCIATES JOB E IN PROGRESS AND UNTIL THE JOB E COMPLETED. FIBER OPTIC CABLE ROUTE GENERAL NOTE SPECIFICATIONS FOR THE 9. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER POWER, AND TOILET FACTURES AS REQUIRED BY CITY OF COPPELL THE CITY OR GOVERNING AGENCY 10. THE CONTRACTOR SHALL NOTIFY FLUOR DANIEL IF DETAILS ARE CONSIDERED UNSUITABLE, UNSAFE, 955 FREEPORT PARKWAY 1. ALL IA SUCH AS PAL BE E RESTOREED D T TO THEIR REST, E NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PR E WALL TICE IF WORK PERFORMED, R DRAINAGE DITCHES, DIT , SHRUBS, GRASSS S SOD, ETC. WILL TO BE ASSUMED THAT THERE E NO OBJECTION TO THE DEUPL DETAILS ARE INTENDED TO SHOW THE ORIGINAL CONDITION OR BETTER. END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS, COPPELL, TEXAS 2. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM FIELD OBSERVATIONS AND AND SHALL BE INCLUDED AS PMT OF THE WORK. AVAILABLE RECORDS BUT ARE NOT NECESSARILY EXACT. UTILITIES WILL BE 11. ALL 5YMBO5 AND ABBREVIATORS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION G IN ADVANCE TRENCHING CO THAT CHANGES IN ALIGNMENT AND OR STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, FLUOR DANIEL GRR ES MAY BE MADE I N CASES O OF F CONFLICTS. SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING 'DARN THE WORK. UNDERGROUND SPRINKLERS AND TRAFFIC INTERCONNECT DUCTS /CABLES MAY BE PRESENT IN THE AREA. LOCATE AND PROTECT. 12. ALL GRADES SHOWN AS PROPOSED F1NEHED GRADES INCLUDE SURFACE TREATMENTS SUCH AS TOPSOIL OR PAVEMENT. MAKE ALLOWANCES DURING EARTHWORK OPERATIONS FOR THESE SURFACE DATE: 02.1 4.11 3. 1 1/2" DEEP SAW CUTS WILL BE MADE AT LEAST 12" OUTSIDE OF DITCH TREATMENTS. ONES PRIOR TO REPLACEMENT OF CONCRETE OR ASPHALT PAVEMENT, WALKS AND DRIVES. PAVEMENT, WALKS AND DRIVE RESTORATION WILL BE OF THE 13. ALL WORK SHOWN ON THE OSP DRAVANGS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE SAME TYPE AS REMOVE, PER CITY OF FARMERS BRANCH RESTORATION REQUIREMENTS. REQUIREMENTS OF SPECIFICATION 02000 - FOC OSP - CONDUR SYSTEMS. 4. ALL PAVEMENT, WALKS AND DRIVE CONCRETE REPLACEMENT IS TO BE OF A REVISIONS MIX DESIGN, APPROVED BY THE CITY OF COPPELL 5. THE CONSTRUCTION SITE IS TO BE SUITABLY UGHTED AND BARRICADED AT NIGHT. DATE DESCRIPTION INITIAL ALL PAVEMENT CUTS MUST BE A MIN. 36" AND 100% RESTORED WITH A PLOWABLE 6. TYPE BACKFlLL, SUCH AS DRAFIL, OR CUSTON CRETE'S EPXPANDABLE BACKFILL ETC., WITH AN APPROPRLATE COMPRESSION STRENGTH OF 100 P.S.I. EXAMPLES OF CUTS INCLUDE STREETS, DRIVEWAYS, SIDEWALKS, ALLEYS, ETC. ALL CONCRETE PAVEMENT CUT RESTORAL SEAMS MUST BE SEALED WITH HOT. ASPHALT MIX. 7. THE FOLLOWING DIVISIONS WITHIN THE CITY OF COPPELL WILL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION SO THAT LOCATES MAY BE MARKED. CITY OF COPPELL 466 -3200 SCALE: NOR. 1 =40 LONE STAR GAS 263 -3444 LOS COUNAS CABLE ASSOCIATION 263 -3444 VE R T. 1=40 ONE CALL LOCATE, AT &T, MCI, SOB, TELEPORT, MFS, GTE. WILTEL, TU.ELECTRIC, TCI, SPRINT 1 -800- 395 -0440 , I /�` DISCLAIMER 8. UNLESS OTHERWISE NOTED, ALL CONDUIT TO BE BURIED TO A MINIMUM OF Q 36" COVER, OR AS SPECIFIED. u I INFORMATION IN THIS DOCUMENT IS 9. GROUT FILL VOIDS AROUND ENCASEMENT PIPES, CONCRETER BULKHEADS AT PROPRIETARY AND SHALL NOT BE USED, EACH END OF BORE PIPES. COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN N 1 0. CONTACT THE TEXAS HIGHWAY DEPARTMENT PRIOR TO CONSTRUCTION. CONSNNP FROM ACSI NT PERMIT APPROVAL IS REQUIRED PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG N 1 -800- DIG -TESS DWG. NO. 110360N01 6.1 72 HOURS NOTICE REQUIRED N SHT. NO. 01 ■ PROJECT ID # F . iwimisati TOTALS FI::OSHEET R THIS SNING CONDUIT MATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.25" H.D.P.E — TOTAL MATERIAL RAKE -OFF SHEET 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE . OUTSIDE PLANT . . CORE DESCRIPTION QUANTITY UNITS NOTES \COMMENTS LABOR LIST QUANTITY PLACE DUCT PULL FIBER DIRECTIONAL BORE 1,177' L.F. PLACE MH TRENCH 0 L.F. PLACE HH PULL THRU — 126' L.F. PLACE MARKER --- H.D.P.E. 2,354' L.F. 24 FIBER CABLE 1,604' L.F. HANDHOLE(S) —� __ —_ - - -- — — 2 EACH — FiberLight TECH =a -- - 8 ASSOCIATES . _ — — — _._ _ _ _ __ _ —___ _ _—_ ®__.— ___�__ —___. FIBER OPTIC CABLE ROUTE 955 FREEPORT PARKWAY COPPELL, TEXAS INSIDE PLANT DATE: 02.14.11 DESCRIPTION QUANTITY UNITS NOTES \COMMENTS REVISIONS PULL THRU 0 L.F. DATE DESCRIPTION INITIAL 1.25" PLENUM RATED INNERDUCT 89' L.F. 2" E.M.T. 89' L.F. PULL BOX(ES)12 "x12 "x6" 2 EACH PULL BOX(ES)24 "x24 "x8" 0 EACH SCALE: HOR. 1 =40 __ __ _____..__.____. 24 FIBER CABLE 129' L.F. — — __ 4" CCORE 1 EACH 40 _ 1 _ �______----- _------ ._____ ___ . ___________._..____ __ --_ --____._ __--------- _____�_.__..__.._ -- ____ ..--- -___ -- ____._.________� _.____- __..------ .__..____ DISCLAIMER < INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN d _- __-- __.- ___ -___ ._._._ _ - _...__._.____._.- __... -_ -. -- -- _____------- _____.-- -_____ _.-___..__._._,,_.__..____.__--.----._.__.___.__--..---_.____.._.-. _.- __..__- _________.__- __.__.._ _..___._ _.____.______________- _...____. WHOLE OR IN PART WITHOUT WRITTEN o �® CONSENT FROM ACSI NT co DWG. N0. 11036MR01 S H T. NO. 01 N , FIBER SCHEMATIC SHEET I NOTE: TOTAL FIBERLIGHT FIBER 24 = 1,604' --■ ___.■ 0 a --1 m i- rn FA z ;: PROPOSED FIBERLIGHT HANDHOLE PROPOSED 100' SLACK COIL t 0 FIBERLIGHT HANDHOLE 100 SLACK COIL L.a.,..,,..„., 0 .. ,.. ,,, 01 ,.,. :... , .;1, 11111 1 ii, i ,,.,.:! :..,. 11 i ,i , ..,. ` , . ' .., . 1 :v '. i i l' ' i i I 1 1:' • ' .-; "- -.' , , i ,:f1„,,::,_,„1--;,,,:i...,.„,,,1,,:1:: ,,,,. ,,,,,, :,. ,,,, ..,, .....,,,,,,....,, ..,„ „,,,,. „, ,. , ,,,' ill -,-,,,, w .,„..,... " .,. ..., \ ,,,„ \\;\ N \\\\:\\\, .\:,.\ , \\\ \\\,\,\\\\.,\, , :: ., ,:„•,..7. ,,,:...:::\ \‘‘,„„ \ \\\ \ \ „.. \ , ,:, \\ -- : cc , --- , , , . .[ , 1 i i 1 1 .. :, — i 1 .: 1 , 1 , i . \,- -\,. N \ . \ " : , , :, : , 1 i , \N \\\ \ \ \\ \ \\\,, \ \ \ \, \ \ \ N\ N\, \k\ \ \\ \ \:\ \ \ \ \ \ ' \ \ \ \ \ 0 \ \ '''‘:, \ \ \ \ \ ,_ tc PREPARED BY: cn FiberLight 955 FREEPORT PARKWAY c.,2 cOPPELL, TEXAS c TEC ...-_-_ ;:-. tie & ASSOCIATES #11036FS01 N OUTSIDE PLANT CONSTRUCTION TYPICALS DETAILS PROJECT ID # TOTALS FIBER THIS SHEET' STATIONING WARNING CONDUIT TAPE 18" BELOW REPLACE GRAVEL SURFACE W/ FINISHED EXISTING GRADE 3/4 MINUS CRUSHED MATERIAL MATERIAL LIST QUANTITY GRADE EXISTING GRADE EXISTING GRADE 48 FIBER OPTIC CABLE �!,!�!�� V� `� . °� 0 4� IF,,k1A < -7,,x 8" BASE COURSE MIN IMUM 'f*. ' > p� � �., �. .. �s� iwlp-v 3'x5'x4" MH p � i 1�� 2" MINIMUM OR AGENCY � N44.. ∎•∎•w N., OR AGENCY REQUIREMENT MIN. 'G9 y�fp M N REQUIREMENT if GREATER � '�,' ° / IF GREATER \ \ \ \ \ � \\j \ \� \ \ \ \ \ j /� /\ D /�\D�\ , 3'x5'x4' HH \ \ / /J COVER V .1N4j 1.25" H.D.P.E — TOTAL COVER p ��i -� �� _ ;y� : �� i y �1 4" P.V.C. — TOTAL # p•I I i P � �O / / �` MARKER TAP / ; // p /� Op DISTANCE VARIES u INNERDUCT 1 ~ DUCT SYSTEM �'/\�! ��/� DUCT SYSTEM 5' MIN DOC < °c FIBER CABLE •I. �✓ UNDER ROAD SURFACE > i�� pJ - jN 4:4 ,O // OR BOTTOM OF :4 A . v ,O9 • RR TRACKS < CORE WW-87 ��' ' '' °���'�� LABOR LIST QUANTITY �OW i�4i -? , p p ` �� V p� //:` ` / � /� PLACE DUCT 6" STEEL CASING \ :'�' itiMir 12" MIN. 12" MIN. PULL FIBER NOTE: BACKFILL WITH PLACE MH NOTE: BACKFILL WITH NATIVE NATIVE ROCK FREE ROCK FREE MATERIAL OR AS MATERIAL OR AS DIRECTED DUCT SYSTEM DUCT SYSTEM �• PLACE HH DIRECTED BY COUNTY OF RED BY THE CITY �� '!i' PLACE MARKER BLUFF. COMPACT TO DENSITY COMPACT TO 95% REQUIRED BY THE CITY TYPICAL TRENCH IN EARTH TYPICAL TRENCH IN GRAVEL N.T.S. N.T.S. TYPICAL JACK AND BORE TYPICAL DIRECTIONAL BORE N.T.S. N.T.S. FiberLight H - �io TE C _ � & ASSO REMOVE & REPLACE CONCRETE STRUCTURE FI OPTIC CA ROUTE TO NEAREST DEEP JOINT PER AGENCY REQUIREMENTS. BEY•ND TRENCH FOR RESTORATION - 6" MIN. REMOVE & REPLACE CONCRETE SIDEWALK CONCRETE DEPTH) TO NEAREST JOINT (SIDEWALK STRUCTURE 9 FREEPORT PA RKWAY CURB BEYOND TRENCH PER AGENCY REQUIREMENTS. SAWCUT EDGES CFOR ONCRETE DEPTH) H) 4" MIN z \� \\ \�\ \� \\ \ \v COPPELL, TEXAS ...1111111111111111111111111 \� \� / \ \ \� 1 6" BOTH SIDES �((f(1.��\ t8" �j %M z \ /�\ 4 \ \o`' ; DATE: 02.14.11 4" MIN \ \\ U // MARKER TAPE / �/ j MARKER TAPE /� % �/ 42" MIN COVER � / / MARKER TAPE 4 O\ \ \. 4 \' R E V I SI ON S % % \�' \� j :� � ' � \ � / \ DATE DESCRIPTION INITIAL L� REPLACE HARD SURFACE \ j � j� � \ ji /\ p . \ /' / \ / 4" � MIN THICKNESS O AS \ \ Q /� \�� �'i� \ \� /\ /D� /�� �� DUCT SYSTEM % / � \ / � \ s ��� \ \ \/ DUCT SYSTEM �O O \ / \/ PER AGENCY REQUIREMENTS :� % i \/ // 42 P i 12" MIN. DUCT SYSTEM \� \\ \ / �. 12" MIN. BACKFILL: AS PER AGENCY 12" MIN. BACKFILL: BACKFILL: AS PER AGENCY SCALE: HOR. N.T.S. AS PER AGENCY CONCRETE PAVEMENT RESTORATION VERT. N.T.S. ASPHALT PAVEMENT RESTORATION N.T.S. DISCLAIMER S Q CONCRETE SIDEWALK RESTORATION N.T.S. PROPRIETARY INFORMATION AND SHALL NOT M BE T U I ED, N.T.S. COPIED, REPRODUCED OR DISCLOSED IN o_ WHOLE OR IN PART WITHOUT WRITTEN M CONSENT FROM ACSI NT LO DWG. NO. 11036DT01 CV V) S HT. NO. 01 N MANHOLE /HANDHOLE TYPICAL DETAILS PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE � MATERIAL LIST QUANTITY STRENGTH OF 4500 psi. ;?, / r 4���R 48 FIBER OPTIC CABLE REINFORCING STEEL SHALL COMPLY WITH / \��� 3'x5'x4" MH ASTM A615 GRADE 60. A706 GRADE 60 OR A497 GRADE 70. \ 3'x5'x4' HH BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS H.D.P.E - TOTAL 3 s 2" 4" P.V.C. - TOTAL FI STANDARD STRUCTURAL DESIGN IS BASED ON -4' INNERDUCT BER CABLE AASHTO HS 20 WHEEL LOADING 1 1 / 18" TYPICAL WATER TABLE IS AT 3' -0" BELOW GRADE / 4'- 61/2" NECK EXTENSIO CORE J. FOR STANDARD STRUCTURAL DESIGN J. OR AS SPECIFIED THE STANDARD DESIGN IS BASED ON THE TOP AT ANY � LABOR LIST QUANTITY ELEVATION BETWEEN FINISHED GRADE AND 5' -0" BELOW GRADE. I, PLACE DUCT THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR 41/2" 4;::::::'/'/ PULL FIBER BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. PLACE MH SPECIAL DESIGNS BASED ON OTHER LOADINGS OR PLACE HH DEEPER INSTALLATION DEPTHS ARE LOADINGS OR' -a " -f PLACE MARKER KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE Y \� 1 '' AND LOCATIONS REQUIRED. r 4 INSERTS, PULLING IRONS OR SUMPS CAN BE a" SUPPLIED AS REQUESTED n n 4 1 \ I 4I y F b e r L 1 ry f"1 t � 3'x 5'x 4' —O" PRE —CAST HANDHOLE 5 >� ,,,,.v 3 TECHT64 y/° 8 ASSOCIATES ' FIBER OPTIC CABLE ROUTE • O g\O 4 ._ i .. 5 TOP SECTION �� ! 955 FREEPORT PARKWAY PERSONNEL OPENING SIZ OR �� o COPPELL, TEXAS CAST IN RING AND COVER AS REQUIRED BY CUSTOMER b' SO SEE NECK EXTENSION AND 2 COVER DETAILS FOR FEATURES AVAILABLE a o y'w 1 k' TOP SECTION 3X 5X 4 PE CAST >'-- PERSONNEL OPENING SIZE OR MANHOLE DATE: 02.14.11 CAST IN RING AND COVER �� g , AS RERES QUIRED AV BY CUSTO <TNNN> gyp., FEATU NECK EXTENSIOAILABLE N A _„„ ._ , 04 m w COVER DETAILS FOR REVISION S 6 � li � BOTTOM SECTION APPROXIMATE DATE DESCRIPTION INITIAL TOP OR BOTTOM WEIGHTS e •-', S 2' -0" INSIDE 7300 LBS. a o 2' -6" INSIDE 8300 LBS. a N 3' -0" INSIDE 9300 LBS. av 3' -6" INSIDE 10300 LBS. ii" 4' -0" INSIDE 11200 LBS. � BOTTOM SECTION 'D MINIMUM EXCAVATION APPROXIMATE T -0 "x11' -0" m w � � TOP OR BOTTOM WEIGHTS Q o 2' -0" INSIDE 4600 LBS. SCALE: HOR. N.T.S. 40-M a z 2' -6" INSIDE 5200 LBS. V -0" INSIDE 5900 LBS VERT. N.T.S. 4' -0"x0' - /T QU I KSE T , • 3' -6" INSIDE 6600 LBS. SG/ l,C 4' -0" INSIDE 7300 LBS. DISCLAIMER LL 2-FIECE MANHOLE tO INFORMATION IN THIS DOCUMENT IS Q MINIMUM EXCAVATION PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN D- 35-M � G WHOLE OR IN PART WITHOUT WRITTEN 0 3 - O x5' -- O II QLJ IKSE T CONSENT FROM ACSI NT CV 2 -PIECE MANHOLE DWG. NO. 11036DT02 SHT. NO. 02 N MANHOLE /HANDHOLE TYPICAL DETAILS PROJECT ID # TOTALS FIBER THIS SHEET' 6 " s' —o" 6•. STATIONING _20,� CLIP BARS 1 1/2" CONDUIT FROM OPENING lo TOP MAT ci WEE ° H MATERIAL LIST QUANTITY ■ . M X a a 48 FIBER OPTIC CABLE < o # B ARS(A) 3')(5'x4" MH ° 0 3'x5')(4' HH i 1 :r_ d. .L! I♦ _ ' " 1.25 H.D.P.E -- i �=�6ia 1IY ,. 4" P.V.C. — TOTAL ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE BOTTOM MAT 'n o N STRENGTH OF 4500 psi. ,' s a INNERDUCT 9 -4 BARS(c) AT 3" o.c. REINFORCING STEEL SHALL COMPLY WITH I � FIBER CABLE #5 CIRCULAR BARS(E) 4 BARS(E) HORIZ. (TOP MAT) AT CIRCULAR OPENING ASTM A615 GRADE 60. A706 GRADE 60 OR A497 GRADE 70. ° 1 I I mI II x m CORE AT 13 1/2" O.C. 8-5 BARS(A) AT 3 1/2" O.C. BAR BENDING AND PLACEMENT SHALL COMPLY WITH ./���� STRAIGHT (BOTTOM MAT) THE LATEST ACI STANDARDS � � LABOR LIST QUANTITY STANDARD STRUCTURAL DESIGN IS BASED ON -����` ' AASHTO HS 20 WHEEL LOADING PLACE DUCT FLAN - TOP SECTION WATER TABLE IS AT 3' -0" BELOW GRADE PULL FIBER FOR STANDARD STRUCTURAL DESIGN PLACE MH THE STANDARD DESIGN IS BASED ON THE TOP AT ANY - 12 - #4 BARS(A) AT 6" O.C. PLACE HH ELEVATION BETWEEN FINISHED GRADE AND 5' -0" BELOW GRADE. STRAIGHT (TOP MAT) PLACE MARKER THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR 9 - #4 BARS(C) AT 7" o.c. BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. L� (TOP MAT) SPECIAL DESIGNS BASED ON OTHER LOADINGS OR I LAN SLAB BOTTOM #5 DEEPER INSTALLATION DEPTHS ARE LOADINGS OR 1/2" 1 1/2" AT T 7 1 /2" O.C. io CLR. #4 BARS(B) KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE AT 7" 0.C. AND LOCATIONS REQUIRED. . =mi 1 INSERTS, PULLING IRONS OR SUMPS CAN BE F I b e r L g h t 111"""' 1 SUPPLIED AS REQUESTED #g II 11111111' #4 13 1/2" QT ' PTE. ) I 1' '"i y AT B 1/2" O.C. �y 4 BARS( B) „�,:: A T 1 4 " O.C. "'. 2 1/4" !ir l1 r �l TECH -�4we CLR. I���� t 8. ASSOCIATES CUP BARS 1 1/2" 3 •• F IBER OPTIC CABLE ROUTE FROM OPENING CLR. INSIDE FACE ELEV. - SIDE WALL SECTION 955 FREEPORT PARKWAY 1480 FRAME AND COVER 6 • -D" COPPELL, TEXAS 32" DIA 1 1/2" 2" 813MM 6- #4 BARS(C) AT 7" O.C. 51MM 1 38MM (TOP MAT) `�_�_�_�_�_�111V111\111_� ELEV. -SLAB BOTTOM SECTION DATE: 02.14.11 • #4 BARS(B) AT 7" O.C. 1 --r " , , AT 7 0.C. t 32" DIA 1 1 1/2" REVISIONS 813MM (....1 1 Q 38MM DATE DESCRIPTION INITIAL 11111111 �� 30" DIA } ' 3,_01,x51_00 SLAB BOTTOM a I,,,"I AT B3 R S /2" 0.0. 762MM 102MM (B) /4 I 38MM 32 1/4" DIA SECTION ,',I11 819MM — 1 CLR ''■� I �� I �„' - 38" DIA 965MM SCALE: HOR. N.T.S. VERT. N.T.S. -, CUP BARS 1 1/2" #4 BARS(G) TABLE OF ASSEMBLED WEIGHTS DISCLAIMER u.. FROM OPENING INFORMATION IN THIS DOCUMENT IS Q COVER TYPE GRATE TYPE PROPRIETARY AND SHALL NOT BE USED, A. SOLID C2 HOLE VENT M FLAT HEAVY DUTY COPIED, REPRODUCED OR DISCLOSED IN ELEV. - END WALL SECTION WHOLE OR IN PART WITHOUT WRITTEN v CV 350 LBS. 350 LBS. 360 LBS. CONSENT FROM ACSI NT (159 KG) (159 KG) (163 KG) Cs, DWG. NO. 11036DT03 CsJ 3 - 0 -0 "x4' -0" MANI -OLE CV TOP SECTION SHT. NO. 03 LO CV INSIDE PLANT CONSTRUCTION TYPICAL DEATILS PROJECT ID # TOTALS FIBER THIS SHEET TYPICAL DETAIL "A " STATIONING CORE BORE CONDUIT 510 OSP/GRC SLEEVE MATERIAL LIST QUANTITY EXPDXIED INTO BORE 48 FIBER OPTIC CABLE SUSPENDED EMT 3'x5x4" MH -41111111111111011111111111111.1W 4" GSP/GRC CONDUIT CLOSE COUPLED EMT . • Sx5')(4' HH 111111‘ CONCRETE DECK OR WALL CONCRETE DECK OR WALL 1.25" H.D.P.E - TOTAL IIIMIIIIIpyd • 4" P.V.C. - TOTAL .,. INNERDUCT 111484.1000C ( 111 ‘011 1 11 p rj ;!.:". :.* :' i::‘: '!..' ': !' ' . 3 :... - - 4 .•': •• ':' ." • 1 :. : •':' t'. :■'.'.i .: ;.: ,.. '!' •• i .... '',": l'.: : . '. ,"'-•.:'' ;:`...:•X 1 .: ":. !*: :'. '. .,.. !•.,. ;• ...... '.... . . , . '':'...• ,', ''.' ''• .....'.' ,, ' • ''':. ::- .: • , , • .• • '.. • FIBER CABLE • ., • • • • : , ,, ,, ,': .f..; ,' CORE ; •;.! ...... ..::; d::: 4 : : .:;. ' :'.. :;'" ..' ' . '. ' ::.:::: ''' :I s. . . LABOR LIST QUANTITY • .. , 1 ,:i..i . ..: : : .::; - .. ‘ ,:'.„:".•:. !1.;. ,;',.-, .; .... , $ .... ::.:,:,. ..: 1 ::.!:1 '': :: :: ...::.' [.. :'• : PLACE DUCT EN ' CONCRETE MANHOLE WALL.ETC... PULL FIBER 3/4 " x NC10 STANDARD 3/4 EXPANSION PLACE MH 6" DIA CORE BORE ANY NUMBER OF 0 GALVANIZED HANGER SHIELD BOLT PLACE HH INNERDUCTS AND/OR BOLT (LENGTH AS REVD) 8c LOCKWASHER HDPE'S AS SPECIFIED /1\411.!S FIBER OPTIC 3/4 EXPANSION PLACE MARKER j CABLE A / STANDARD PIPE CLAMP CONDUIT/SIZED PER DRAWING Ai ta k CORE 1-2" HOLE ANY NUMBER OF A IN WALL SLAB. INNERDUCTS AND/OR HDPE'S AS SPECIFIED . . '"''' giliallnel , 0 • eli FIBER OPTIC CABLE CONDUIT/SIZED F i b e r L 1 g h t ------...... PER DRAWING iii N ke STANDARD PIPE HANG 3/8" ALL THREAD AND HANGERS ON 4'-5' CENTERS _/ PVC TO EMT ADAPTERS • 8 ASSOCIATES PROPOSED 12"W>18"Hx12"D BUILDING NEMA RATED METAL PULLBOX FOOTING FIBER OPTIC CABLE ROUTE TYPICAL DETAIL KINDORF SUSPENDED EMT TYPICAL SINGLE DOOR 955 FREEPORT PARKWAY CONCRETE DECK OR WALL HOFFMAN LOCKING PULL BOX COPPELL, TEXAS SECTION VIEW DETAIL INTERIOR RISER ; •". : :::: .* : .. ":; • ;•• , - • ; E .;" : ..:' .. :...: ,' e N T S : !; :* ..‘ :: : ' 1:: ;: .: . :1 :;;;':1 :!':, "•:.: x ] • LINK SEAL SUPPLIED ii, ■;111 -- ......, DATE: 02 THUNDERLINE LS300 1 st oN s I DATE DESCRIPTION INITIAL '1 1 . M 1 : 1011 A 4 • A 4 • ,0 • tir PULL 50)( TYPE X Y' Z' NMI FIBER OPTIC CABLE DISTRIBUTION 24' 24' 8' CABLE STORAGE 36' SS' 12' SCALE: HOR. N.T.S. I I A 4 4 ANY NUMBER OF VERT. N.T.S. — 4 , CONC INNERDUCTS AND/OR --, • 4 4 4 WALL HDPE'S AS SPECIFIED DISCLAIMER 4 INFORMATION IN THIS DOCUMENT IS 4 SURAWEDE A — A PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN a_ WHOLE OR IN PART WITHOUT WRITTEN 4' CORE DRILL CONSENT FROM ACSI NT CONCRETE FLOOR OR WALL PENETRATION DETAIL DWG. N 0. 11036DT04 el NOT TO SCALE SHT. NO. 04 '-.. N GENERAL AERIAL CONSTRUCTION DETAILS PROJECT ID # TOTALS FIBER THIS SHEET TYPICAL DETAIL "C" TYPICAL CABLE & TYPICAL DETAIL 'A'' TYPICAL DETAIL 'B" ITO wvz E STATIONING POLE ARRANGEMENT FOR POLE ARRANGEMENT FOR REPEATER CONDUIT AERIAL TO BURIED OR HANDHOLE LOCATTON 12" 12 10" X ---4. 2' CABLE LASHING 2 I 2" - • CLAMP CLAMP GROUND WIRE CLAMP ri CABLE LASHING 48 FIBER OPTIC CABLE WIRE cMP _ 1za • , _,_,�, 3'x5'x4" MH �i ■____. 1O ' GUY _ __ STAINLESS STEEL LASHER © (X =MIN O 20 TIMES �,�I�� 1�. 3'XS'X4' HH CABLE SUPPORT AND . 50" SPACER T H E C ABLE OIA) STAINLESS STEEL LASHER #6 l a" �I� X CABLE SUPPORT AND 1.2 H.D.P.E — TOTAL 1 CAUTION TAG 50" SPACER CAUTION TAG FIBER OPTIC CABLE P FIBER OPTIC COLOR CABLE CLAMP �I ,, 'I POLE TOP VIEW BLACK IN COLOR 4" P.V.C. —TOTAL BLACK IN COLOR CABLE POLE INSULATED COPPER WIRE INNERDUCT POLE TOP VIEW U -GUARD �,, AND 10'X.75" GROUND ROD POLE GROUND LEVEL FIBER CABLE 2" GALV. STEEL U - GUARD GROUND LEVEL .I,� 6 MIN. 111 1 CONDUIT QUARTER CORE GROUND LEVEL 1� O NP O E NEAREST _ . t 1111 _ R R NOTES: 4 2'• r� I REPEATER OR SPLICE H.H. GROUND EVERY ,25 MIL • LABOR \ LIST QUANTITY 1. EXTEND U -GUARD MIN. 6" MIN. a PVC BEND AT STRAND TO SHEATH CONDUIT BELOW GROUND LEVEL (36" RADIUS) 1, , Y PLACE DUCT BONG LOCATION 2. FOR CONOUIT PL. U -GUARD BELOW SURFACE TO PULL FIBER CONDUIT ADAPTER. PLACE MH CONDUIT TO HH OR REPEATER PLACE HH PLACE MARKER TYPICAL DETAIL F" TYPICAL ARRANGEMENT OF CABLE LASHER AND CABLE GUIDE TYPICAL DETAIL "D" SUSPENSION STRAND - PULL TOWARD CABLE GUIDE APPROX. CABLE LASHER p r L t g n t POLE - LESS THAN 5 FEET TYPICAL DETAIL T" F I b e SUSPENSION STRAND - PULL AWAY CURVED WASHER FROM POLE - 5 FEET OR MORE �•'` 11��, GUY CABLE SUSPENSION • / � i T:l 1 BOLT TO CABLE RE CABLE 2 1 POLE TOP ERABLY 7 6" / tip TECH_ f id/.rp � \ CABLE SUSPENSION SNAP 8 ASSOCIATES PULLING LINE FIBER OPTIC CABLE ROUTE CURVED WASHER � � \\ �'� 0 _ _ CURVED WASHER ` / � 2 GUY HOOK I � ' � , r �\ / �I �. SPACER NUT GUY 4625" CABLE SUSPENSION X I WASHER BOLT X 2" ROUND 955 FREEPORT PARKWAY \ \ GUY COPPELL, TEXAS CABLE SUSPENSION / CORNER SUSPENSION \ \ CLAMP i CLAMP \\ \\ `` TYPICAL DETAIL "1" DATE: 02.14.11 ANCHOR & DOWN GUY GUY TYPICAL DETAIL "G" CABLE REVISIONS DATE DESCRIPTION INITIAL JOINING 045 LASHING WIRE TYPICAL DETAIL II" LASHING WIRE GRIP AND CLAMP __ _ C LASHIN / /� WIRE GRIP - f—_ I _ _ �� ` � `��� �44 1ST LASHING WIRE II SHOULDER 2ND LASHING WIRE 10' CLAMPING NUT TERMINATING NUT EX. GRADE FORMING WIRE OVER FORMING LASHING LOIRE 1 1 ,1 0 00„11 SCALE: HOR. N.T.S. STUD OF CLAMP AROUND STRAND 11 111 ��� II- VERT. N.T.S. - REMOVE ANY SLACK IN THE LASHING FORM THE LASHING WIRE AftOUND THE THREADED STUD 1ST WASHER .75" X B' DEAD END DISCLAIMER u_ WIRE BY MAINTAINING A PULL ON THE STRAND AND PLACE IT BELOW THE STUD OT E/W 10" SCREW ANCHOR Q WIRE AND TAPPING THE STRAND AND BETWEEN THE SECOND WASHER LASHING WIRE GROOVED PLATES 2ND WASHER INFORMATION IN THIS DOCUMENT IS SHARPLY. THEN FORM THE WIRE OVER AND STUD SHOULDER. SHOULD FOLLOW LAY PROPRIETARY AND SHALL NOT BE USED, THE STUD AND TIGHTEN STRAND WIRES UNDER cHTEN THE NUT. COPIED, REPRODUCED OR DISCLOSED IN GRIP. WHOLE OR IN PART WITHOUT WRITTEN O CUT THE FREE END OF THE LASHING CONSENT FROM ACSI NT WIRE OFF .75" BEYOND THE END OF THE LO CLAMP. N DWG. NO. 11036DT05 L SHT. NO. 05 N AERIAL IN -LINE SLACK STORAGE DETAILS PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT TYPICAL DETAIL "A" TYPICAL DETAIL "B" TYPICAL DETAIL "C" TYPICAL DETAIL "D" MATERIAL LIST QUANTITY RESERVE CABLE LENGTH IN -LINE SPLICE APPLICATION BUTT SPLICE APPLICATION LASHING WIRE GRIP AND CLAMP C- LASHING 48 FIBER OPTIC CABLE STRAND STORAGE APPLICATION WIRE GRIP INSTALLED ON STRAND 3'x5'x4" MH 3'x5')(4 HH 1.25' H.D.P.E - TOTAL 4" P.V.C. - TOTAL 0 is INNERDUCT / FIBER CABLE M / CORE ��� 4rk R i� � WI E �� ��� LABOR LIST QUANTITY 4 sr �� �� PLACE DUCT �cF gO � �� �. PULL FIBER �UST ���� PLACE MH PLACE HH NOTE PLACE MARKER \ \ ►\ \ LASHING WIRE SHOULD � `∎ 1111 FOLLOW LAY OF STRAND = '= WIRES UNDER GRIP. FiberLight TYPICAL DETAIL "F" �\ TYPICAL DETAIL "E" J SINGLE & DOUBLE FIBER LOOPS TECH�l / /J7 HARDWARE KIT 111111111K O & ASSOCIATES FIBER OPTIC CABLE ROUTE .25" #20 STAINLESS - „,,;,,,, STANDARD TAP O STEEL LOCK NUT SUPPORT BRACKET 955 FREEPORT PARKWAY NYLO Eli O 11111 COPPELL, TEXAS _. 0!0\_ _ DATE: 02.14.11 .563” X .375" FIBERLOOP UNIT SHOULDER WASHER / O / REVISIONS DATE DESCRIPTION INITIAL SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER Q \ o o INFORMATION IN THIS DOCUMENT IS — PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN N CONSENT FROM ACSI NT DWG. NO. 11036DT06 N CV SHT. NO. 06 N EROSION CONTROL GENERAL NOTES PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QuANTIrr 48 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.25" H.D.P.E - TOTAL 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE THE CONTRACTOR /S RESPONSIBLE FOR PREPARING AND IMPLEMENTING AN EROSION, SEDIMENT AND ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING CORE POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE EPA NATIONAL POLLUTANT DISCHARGE OF THE NODES GENERAL PERMIT BEFORE CONDUCTING ANY ACTIVITY IDENTIFIED IN THE POLLUTION ELIMINATION SYSTEM ( NPDES). THE DETAILS SHOWN ON THIS SHEET REPRESENT TYPICAL METHODS PREVENTION PLAN. LABOR LIST QUANTITY FOR CONTROLLING EROS/ON DURING CONSTRUCTION AND ARE INTENDED FOR THE CONTRACTORS GUIDANCE /N PREPARING THE POLLUTION PREVENT /ON PLAN. THE CONTRACTORS PLAN SHALL INCLUDE, BUT NOT BE THE CONTRACTOR SHALL ADOPT APPROPR /ATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO PREVENT PLACE DUCT L/M /TED TO, SUBMITTAL OF AN NOTICE OF INTENT (NOl) TO THE EPA, A DRAWING SHOWING LOCATION THE DISCHARGE OF 0/LS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER. PULL FIBER AND TYPE OF EROS/ON CONTROL METHODS USED, INSPECTION AND SUBCONTRACTOR COMPLIANCE APPROPRIATE PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO: DESIGNATING AREAS FOR EQUIPMENT PLACE MH CERTIFICATIONS, SPILL PREVENT/ON PLAN AND OTHER ITEMS REQUIRED TO COMPLY WITH NPDES MA /NTENANCE AND REPAIR,. REGULAR COLLECT/ON OF WASTES,. CONVENIENTLY LOCATED WASTE PLACE HH REQUIREMENTS RECEPTACLES; AND DESIGNATING AND CONTROLLING EQUIPMENT WASHDOWN PLACE MARKER THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROS /ON CONTROL DURING CONSTRUCTION AND FOR OBTA /N /NG ANY REQU /RED CONSTRUCTION RELATED DRA /NAGE PERM /TS OR MAKING ANY BORROW AREAS, IF EXCAVATED, SHALL BE PROTECTED AND STABILIZED BY THE CONTRACTOR IN A CONSTRUCTION RELATED NOTIFICATIONS. AN INSPECTION REPORT THAT SUMMARIZES INSPECT/ON MANNER ACCEPTABLE TO THE OWNER. ACTIVITIES AND IMPLEMEMNTAION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) SHALL BE RETAINED BY THE CONTRACTOR AND MADE A PART OF THE CONSTRUCTION DOCUMENTS. THE ALL NON -PAVED AREAS SHALL BE SEEDED AND MULCHED WITH EROSION PROTECTION GRASS BY THE CONTRACTOR SHALL PROVIDE INSPECTION RECORDS, ORIGINAL PLANS AND MODIF /ED PLANS TO THE CONTRACTOR IMMEDIATELY UPON COMPLETION OF FINAL GRADING, THIS INCLUDES ALL DITCHES AND O W N E R AT CONTRACT CLOSE-OUT E M B A N K M E N T S . T H E C O N T R A C T O R SHALL MAINTAIN F I N A L G R A D I N G AND K E E P S E E D E D A R E A S W A T E R E D F i b e r L i g h t UNT /L FULLY ESTABLISHED AND ACCEPTED BY OWNER. TEMPORARY STORM DRAINAGE AND /OR EROSION CONTROL MATER /AL SHALL BE SUITABLE FOR THIS APPLICATION AND SHALL BE INSTALLED WITH THE PROPER TECHNIQUES BY THE CONTRACTOR AS REQUIRED BY NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TEMPORARY STORM DRAINAGE THE CONTRACTOR SHALL CONSTRUCT A SILT FENCE AT ALL LOCATIONS SHOWN ALL PLANS AND ALL BORROW AND /OR EROSION CONTROL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR AND ANY EXCAVATIONS AND STOCK PILE AREAS. THE SILT FENCE SHALL BE CONSTRUCTED AS DETAILED ON THIS PLAN. THE . BACK FILLED BY THE CONTRACTOR IN ACCORDANCE WITH NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF 6- INCHES THE CONTRACTOR _ WORKS CONSTRUCT /ON WHEN TEMPORARY EROS/ON CONTROL DEVICES ARE NO LONGER NEEDED AS SHALL DISPOSE OF THE REMOVED SILT IN A LOCATION APPROVED BY THE OWNER AND IN SUCH A MANNER T EICH C�fiour DETERMINED BY THE OWNER. MAINTENANCE OF THE PERMANENT EROSION CONTROL MEASURES AT THE AS NOT TO CONTRIBUTE TO EROSION AND SEDIMENTATION. THE CONTRACTOR SHALL REMOVE THE SILT FENCE g ASSOCIATES SITE WILL BE ASSUMED BY THE OWNER AT CONTRACT CLOSE -OUT AND ACCEPTANCE OF THE WORK. WHEN THE SITE IS COMPLETELY STABILIZED AND APPROVED BY THE OWNER SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. FIBER OPTIC CABLE ROUTE IT IS THE INTENT OF THE INFORMATION PROVIDED ON THESE DOCUMENTS TO BE USED AS THE GENERAL GU /DEL /NES OF THE STORM WATER POLLUTION PREVENT/ON PLAN (SWP3) FOR THIS PROJECT TO THE CONTRACTOR SHALL D /S /GNATE MATER /AL AND EQUIPMENT STORAGE AREAS MUTUALLY AGREED TO ESTABLISH A MIN/MUM BASIS OF COMPLIANCE WITH FEDERAL REGULATIONS. THE STORM WATER POLLUTION BY THE OWNER. THE STORAGE AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND THE SURFACE 955 FREEPORT PARKWAY PREVENTION PLAN (SWAPS), TO BE PREPARED BY THE CONTRACTOR, SHALL MEET THE STABILIZED WITH A MINIMUM OF 2- INCHES OF COMPACTED FLEX BASE ON 6- INCHES OF SCARIFIED AND CURRENT REQUIREMENTS SET FORTH IN THE ENVIRONMENTAL PROTECTION AGENCY'S NPDES GENERAL RECOMPACTED SUB GRADE BY THE CONTRACTOR . A SILT FENCE SHALL BE INSTALLED BY THE CONTRACTOR COPPELL, TEXAS PERM /TS FOR STORM WATER DISCHARGES FROM CONSTRUCT /ON SITES. AROUND THE STORAGE AREAS TO PREVENT ERODED MATERIAL FROM LEAVING THE SITE. THE STORM WATER POLLUTION PREVENT /ON PLAN (SWP3) SHALL ADDRESS THREE GOALS: DIVERSION OF ALL INLETS (ONSITE AND OFFS/TE) RECEIVING DRA /NAGE WATER FROM DISTURBED AREAS SHALL BE PROTECTED UP SLOPE WATER AROUND DISTURBED AREAS OF THE SITE,. LIMIT THE EXPOSURE OF DISTURBED AREAS BY THE CONTRACTOR AS SHOWN OR BY OTHER OWNER AND CITY APPROVED METHODS TO PREVENT ERODED DATE: 02.14.11 TO THE SHORTEST DURATION POSSIBLE; AND REMOVAL OF SEDIMENT FROM STORM WATER BEFORE /T MATERIAL FROM BEING TRANSPORTED INTO INLETS. THE INLET PROTECTION SHALL BE CONSTRUCTED AS LEAVES THE SITE. SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAKE THE STORM WATER PREVENT/ON PLAN (SWP3) AVAILABLE, UPON REQUEST, ROCK RIP -RAP, IF USED IN AND AROUND DRAINAGE STRUCTURES, SHALL CONFORM TO THE TEXAS DEPARTMENT REVISIONS TO THE EPA. OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCT/ON OF HIGHWAYS, STREETS AND BRIDGES (1993 'BLUE BOOK) /TEM 432 WITH REGARDS TO MATER/ALS AND CONSTRUCTION METHODS. UNLESS DENOTED DATE DESCRIPTION INITIAL THE CONTRACTOR MUST AMEND THE STORM WATER POLLUTION PLAN (SWP3) WHENEVER THERE /S OTHERWISE ON THE PLANS, ROCK RIP -RAP SHALL BE WELL GRADED DRY STONE TYPE R AND SHALL BE PLACED A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE SWP3, OR WHEN THE IN A LAYER WITH A DEPTH OF AT LEAST 2 FEET. THE CONTRACTOR SHALL PLACE NON -WOVEN FILTER FABRIC EX /STING SWP3 PROBES INEFFECTIVE. MODIFICATIONS SHALL NOT COMPROMISE THE INTENT OF THE UNDER THE ROCK RIP -RAP. THE NON -WOVEN FILTER FABRIC SHALL BE MIRAFI, INC. 1100N OR AND OWNER REQUIREMENTS OF THE LAW. MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL MATERIALS APPROVED EQUAL. AND WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. THIS PROJECT COMPLIES WITH THE FIBERLIGHT THE CONTRACTOR SHALL INSPECT STABILIZATION AND EROSION CONTROL MEASURES AT A MINIMUM OF FRANCHISE UTILITY EROSION CONTROL PLAN "FRANCHISE ECP/{7 AND ECP/�2 F /LED WITH THE CITY SCALE: HOR. N.T.S. ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5- INCHES. THE UT UTILI / TY PLAN LAN VERT. N.T.S. CONTRACTOR SHALL REPAIR INADEQUACIES REVEALED BY THE INSPECT/ON WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION DISCLAIMER u INFORMATION IN THIS DOCUMENT IS Q PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN v CONSENT FROM ACSI NT N DWG. NO. 11036DT07 N SHT. NO. 07 Lo N INLET SEDIMENT BARRIER DETAILS PROJECT ID # TOTALS FIBER THIS SHEET* STATIONING CONDUIT A CONCRETE MATERIAL LIST QUANTITY _ DRAIN ° v c).,&. � BLOCK 48 FIBER OPTIC CABLE BACK OF SIDEWALK A CATCH BASIN GRATE ��:pao�� G �Oa p Ooo h o d s • QO 3'x5'x4" MH e., Ovo .0 o � Nr ..° • 3'x5'x4' HH Gjl�, � _ ��ogOQ� 1.25" H.D.P.E - TOTAL • „„,,,, Oflc d o�i o O= CONCRETE BLOCK 4” P.V.C. TOTAL O �, G > o � WIRE SCREEN OR �1 • (°vc° n FILTER FABR /C INNERDUCT Q ° °^ad�iJ G RAVEL BACKFILL Ij (� �° �, 0 � I Q � � - 0 OVERFLOW FIBER CABLE :a )Q a •r , WATER POND /NG HT. CORE 2X4 WOOD STUD c : SD :40 L 1 1A ( � � ba• � .� °� . . 7 °° /sa O i W AT E R 0 BACK OF CURB CONCRETE BLOCK Q° o �o ° po i j s -•ra •.••• �r �- LABOR LIST QUANTITY - •.,,.___,_. ca0 0 BIZ \k�//��'� CURB INLET •p ° °, / / /f f / / / • f / / /> / \/, PLACE DUCT ,. • ooq( � : 11 2.3 4 � ;�rpi, \\ \ \ / /\ \ / \ \ DROP INLET \ / \ \ / \ \ \ \ \\ PULL FIBER c mom % 1T+► ,, w 0)&0.— c.--...0.-A%-.6.6 i c�, b r i / / /� / / f / /f ff/ \ \ /. PLACE MH iii 'vY o � ,�•� VioN, o� oti� o CJ o� 4Q \ / / %%j \//Itiff PLACE HH ' ,A s �.A c 0 fl c 0 1:ri A PLACE MARKER * Z , 'l11I� lI 1 111111111111� I1 .,:: F SECTION A — A �� cue -��i q � a « �4 GRAVEL BACK ILL D s aA . + ►?.' . :a i te f o J q 4r q • ..• 3 4 l " 20mm MIN « _ :,• « ww- . ' ° ' : • : . .4 .41 +s4 ',.. `. PLAN VIEW / iiis • 0Q a{7 • v4! 9Q1 0 ;*(*4.::.,i, 1► ll Y 4 4{> t 4 a .t r t ,- 4 o FiberLight WIRE SCREEN OR BLOCK AND GRAVEL FILTER FABR /C A CONCRETE BLOCK NOTES. DROP INLET /. DROP INLET SEDIMENT BARRIERS ARE TO 3/4 "" DRAIN GRAVEL PLAN VIEW BE USED FOR SMALL, NEARLY LEVEL DRAINAGE SEDIMENT BARRIER (2Omm) AREAS. (LESS THAN 5X) ECH�C PONDING HEIGHT 2. EXCAVATE A BASIN OF SUFFICIENT SIZE CONCRETE BLOCK ADJACENT TO THE DROP INLET. & ASSOCIATES OVERFLOW 3. THE TOP OF THE STRUCTURE (PONDING HE /GHT) MUST BE WELL BELOW THE GROUND CONSTRUCTION NOTES - SILT FENCE FIBER OPTIC CABLE ROUTE ELEVATION DOWNSLOPE TO PREVENT RUNOFF !,+...44,*�^. ' 1F \ FROM BYPASS /NG THE INLET A TEMPORARY 1. Posts which support the silt fence shall be installed on a slight angle toward the :' \ \ \ \ DIKE MAY BE NECESSARY ON THE DOWNSLOPE anticipated runoff source. The post must be embedded a minimum of 18 inches. 955 FREEPORT PARKWAY '::— C URB INLET >\ fj \ SIDE OF THE STRUCTURE. 2. The toe of the &It fence shall be trenched in with a spade or mechanical trencher, \ -- /\ \ /\ so that the downslope face of the trench is flat and perpendicular to the line of COPPELL, TEXAS WIRE SCREEN OR .<1 / / \ \/\ flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with FILTER FABRIC \l \� \ \ / L e washed gravel on the uphill side to prevent flow under fence. f;/- /// CATCH BASIN o ff 9 ; \,," 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the 2X4 WOOD STUD r rr Phase 1 (Hay Bales or Silt Fence) silt fence fabric to be laid in the ground and backfilled with compacted material. (100X50 TIMBER STUD) \— y es ( Phase 2 Ha Bal DATE: 02.14.11 \\'''' l---1 _l---1 4 . Silt fence shall be securely fastened to each support post or to woven wire, which - - - -- ti Phase 3 (Hay Bales or Silt Fence) is in turn attached to the support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. SECTION A — A Silt Fences shall be rated at 195 m ft 9P / 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall REVISIONS be made promptly as needed. STEEL FENCE POST 6. Silt fence shall be removed when the site is completely stabilized so as not to block DATE DESCRIPTION INITIAL NOTES: SILT FENCE — — MAX. 6' SPACING, MIN. or impede storm flow or drainage. (MIN HEIGHT 24" > . i EMBEDMENT = 1.0' 1. USE BLOCK AND GRAVEL TYPE SEDIMENT ABOVE EXIST. ABOVE > > > > > > > i�S , 7. Accumulated silt shall be removed when it reached o depth of 6 inches. The silt BARRIER WHEN CURB INLET IS LOCATED /N ` > >�i > > > ' > > ; i SUPPORT 4 BACKING shall be disposed of at an approved site and in such a manner as to not contribute GENTLY SLOPING STREET SEGMENT, WHERE CURB INLET COMPACTED EARTH >> ' > ' > > > > >> > > >> >> > ; g� MINIMUM ALLOWABLE, NP. to additional siltation. PP OR ROCK BACKFILL >> >�> >>�>>,,i, / CHAIN LINK FENCE FABRIC WATER CAN POND AND ALLOW SEDIMENT TO > > > > > IS ACCEPTABLE. SEPARATE FROM RUNOFF. SEDIMENT BARRIER �' > > >'> >> �O / /,„ " " ' "'_ " M IN 2. BARRIER SHALL ALLOW FOR OVERFLOW ( BLOCK & GRAVEL) "` `` � / �����ii�%�p�`p��p�`: , .. w� � �`%;`` 4:- — FROM SEVERE STORM EVENT. (BLOCK I SCALE: HOR. N.T.S. 3 INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND TRENC FABRIC TOE —IN VERT. N.T.S. GRAVEL MUST BE REMOVED FROM THE "- TRAVELED WAY IMMEDIATEL SILT FENCE I I DISCLAIMER Q s" MI INFORMATION IN THIS DOCUMENT IS NOT BE USED, AND COPIED, PROPRIETARY DISCLOSED IN co WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT N DWG. NO. 11036DT08 N SHT. NO. 08 Lo N TRAFFIC CONTROL TYPICAL DETAILS PROJECT ID # TOTALS FIBER THIS SHEET; END 450 mm STATIONING 200 mm TAD END ROAD MK MIN. / – 100 mm MIN CONDUIT WORK t I 1 TRAFFIC ROAD IRK FACING p I ( I j 150 mm TRAFFIC j 20 (4" to 8" ( I I MATERIAL LIST QUANTITY ° a ° — 48 FIBER OPTIC CABLE a o a a j 3'x5'x4" MH o L / / 6) mm _ ( 3'x5'x4' HH 1 L / — a Y < E ? ' ' p ^ /_ 1.25" H.D.P.E — TOTAL w a ce o E 4" P.V.C. — TOTAL n ° l c,--„, o a a ° 3 < a 45^ 1 50 mm E g INNERDUCT Ce IVI k (�j �j (2 ") TYP. FIBER CORE CABLE In CO 0 N U I u m o / � � ji ° I ' m " LABOR LIST QUANTITY c 0 0 �..... E -. o I ° PoGHT IAN o o iv PLACE DUCT USED M� n _1 o o MEAD 1 I PULL FIBER ° o VERTICAL PANEL DRUM ° PLACE MH 0 ° ° OPTIONAL FOR 50 KMPH RUT L ° GHT LONG TERM AND INTERMEDIATE TERM STATIONARY WORK PLACE HH — (30 MPH) OR LESS ct D 4 1 1 4 t° N r o RK 1T 150 mm OPTIONAL FOR MEAD PLACE MARKER RENT 50 mm 100 mm • ° 75 mm TO (2) (3" TO 4") ( 6 ") x 50 KmPH I 1 75 mm / � CLOSED (30 MPH) OR LES io � 1 1 a — OPT O O OR LESS (6) .,' 150 mm 1 ( ) RETROREFLECTIVE • 5 mm 5 0m- E F' b e r L i g h t RIOT LAN Z o E (3•') -, BAND �� (2 ") o N x CLOSED AHEAD ' 1 I< x Po CLOSED ° o E1C — AHEAD 3 � 1 00 mm ROAD IOW oW x IOW \ Z F WORK I x 'ono �' - " 4 Th ry /�' WDRK & ASSOCIATES (,r) illiadr - t � LJ � p - � t TUBULAR MARKERS CONES ROAD FIBER OPTIC CABLE ROUTE SEE SHEET 8 OF 9 FOR GENERAL WORK SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 .f NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. FOR DEVICE SPACING. 955 FREEPORT PARKWAY ARTERIAL ONE LANE CLOSURE ONE WAY ARTERIAL CHANNELIZING DEVICES COPPELL, TEXAS TWO -LANE CLOSURE DATE: 02.14.11 Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Suggested Max. Suggested Taper Lengths (L) Device Spacing Sign Spacing REVISIONS Meters (Feet) Meters (Feet) DATE DESCRIPTION INITIAL 3.01n a On a LEGEND Posted ( 0 ) 3.3(11) 3.6(12) On O "x- Speed Speed ormula fset fset ffaper nge ❑ ❑ Channelizing devices Meters Of M O MO Meters Meters nt Dimension KMPH MPH feet feet feet feet feet 50 55 9 _ I•} Trailer mounted 50 30 165 180 30 60 -75 40 (120) 1 flashing arrow L= 65 70 75 10 25 -25 n p board 55 35 60 (205) (225) (245) (35) (70 -90) 50 (160) 80 90 100 12 25 -30 75 (240) Flogger SCALE: HOR. N.T.S. 65 40 265 295 320 40 80 -100 ® 165 495 70 45 495 540 - El 90 25 -3D 100 (320) VERT. N.T.S. 150 165 180 30-35 120 (400) INFORM D ON N DOCUMENT NT IS Q 80 50 500 550 50 0 600 50 100 -1212 5 185 200 90 55 605 660 110 - 40 150 (500) PROPRIETARY AND SHALL NOT BE USED, L =ws 180 200 220 18 40 -45 COPIED, REPRODUCED OR DISCLOSED IN r` 180 (600) 95 60 (600) (660) (720) (60) (120 -150) WHOLE OR IN PART WITHOUT WRITTEN cid CONSENT FROM ACSI NT Lo 195 215 235 19 40-50 210 (700) DWG. N 0. 11036DT09 105 65 (650) (715) (780) (65) (130 -165) N 115 70 (700) (770) (840) (70) (140 -1575) 240 (800) SHT. NO. 09 N TRAFFIC CONTROL TYPICAL DETAILS PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.25" H.D.P.E — TOTAL 4" P.V.C. — TOTAL CHANNELIZING DEVICES 1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES AND WARNING SIGNS SHALL BE 13. ALL PERSONS WORKING WITHIN THE RIGHT -OF -WAY SHALL WEAR A BRIGHTLY COLORED INNERDUCT 1.ALL CHANNELIZING DEVICES SHALL HAVE WARNING LIGHTS OR LARGE REFLECTORS WHEN USED FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES AND SAFETY VEST. FOR NIGHTTIME WORK THE VEST SHALL BE RETROREFLECTIVE, FIBER CABLE ATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT AN INTERSECTION IS CLOSED FOR CONSTRUCTION AT NIGHT. FLASHING WARNING LIGHTS MAY BE PLACED ON CHANNELIZING DEVICES USED SIZES AND FLAGGER OPERATIONS 14. WHEN , THE CONTRACTOR SHALL SINGULARLY OR IN GROUPS TO MARK A SPOT CONDITION. WARNING LIGHTS ON CHANNELIZING EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY PROCEED WITH CONSTRUCTION IN SUCH A MANNER THAT THE CLOSURE TIME IS CORE DEVICES USED IN A SERIES SHALL BE STEADY -BURN. CHANNELIZING DEVICES IN TAPERS AT STANDARD SPECIFICATIONS SERIES 800 AND THE CITY TRANS- MINIMIZED. NIGHT SHALL HAVE TYPE C WARNING LIGHTS. PORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED RE- 15. T CONTRACTOR SHALL NOTIFY THE CAPITAL METRO DISPATCHER AT 385 -0295 ONE 2.THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, PRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY TRANSPORTATION (1) THE WEEK PRIOR TO LANE CLOSURES THE ADJACENT CAPITAL METRO BUS STOPS. LABOR LIST QUANTITY SEALED OUTER SURFACE. CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER 3.THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR OR SUPPLIER SHALL BE OR DESIGNATED REPRESENTATIVE. DURATION OF WORK PLACE DUCT SHOWN ON THE NON - RETROREFLECTIVE SURFACE OF ALL CHANNELIZING DEVICES. THE 2. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIVISION OF THE DEPARTMENT WORK DURATION IS A MAJOR FACTOR IN DETERMINING THE NUMBER AND TYPES OF LETTERS AND NUMBERS SHALL BE A NON - RETROREFLECTIVE COLOR AND NOT OVER 50 mm OF PUBLIC WORKS AT 974 -7024 NO LATER THAN THE MONDAY OF THE WEEK DURING DEVICES USED IN TEMPORARY TRAFFIC ZONES. THE FIVE (5) CATEGORIES OF WORK PULL FIBER (7) IN HEIGHT. WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION. DURATION AND THEIR TIME AT A LOCATION ARE AS FOLLOWS: 4.PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE AND PROPERLY POSTITIONED AT ALL TIMES. DEVICES - LONG -TERM STATIONARY -WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3 PLACE SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR 3. PROPOSED CONSTRUCTION TRAFFIC MOVEMENTS MAY REQUIRE EXISTING SIGNAL HEADS DAYS. PLACE HH RETROREFLECTIVITY AND EFFECTIVENESS, TO BE RELOCATED. THE CITY WILL REVIEW SIGNAL HEAD LOCATIONS DURING - INTERMEDIATE -TERM STATIONARY -WORK THAT OCCUPIES A LOCATION FROM CONSTRUCTION AND PERFORM THE REQUIRED ADJUSTMENTS. THE CONTRACTOR SHALL OVERNIGHT TO 3 DAYS. PLACE MARKER CONES CONTACT THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT CONES SHORT -TERM STATIONARY - DAYTIME WORK THAT OCCUPIES A LOCATION FROM 1 SHALL PREDOMINANTLY BE ORANGE, FLUORESCENT RED - ORANGE, OR FLUORESCENT 974 -7024, THREE (3) DAYS PRIOR TO PLACM - ENT ANY TRAFFIC CONTROLS WHICH MAY TO 12 HOURS. YELLOW - ORANGE IN COLOR, NOT LESS THAN 70 mm (28 ") IN HEIGHT, AND SHALL BE MADE OF A REQUIRE SIGNAL HEAD ADJUSTMENTS/RELOCATION. MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. FOR NIGHT TIME 4. THE CONTRACTOR SHALL PROVIDE ONE (1) FULL -TIME OFF -DUTY, UNIFORMED CITY POLICE - SHORT- DURATION WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR. USE, CONES SHALL RETROREFLECTIVE EQUIPPED E LIGHTING DEVICES 150 mm (6 ") FOR MAXIMUM DEPARTMENT CERTIFIED PEACE OFFICER AND ONE (1) VEHICLE OF THE TYPE APPROVED BY THE - MOBILE -WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. WIDE, E NO RETROREFLECTION THAN 75 TO CTION OF OF CONES SHALL FRL M E HE TO PROVIDED O THE A A WHITE BOND ENGINEER OR DESIGNATED REPRESENTATIVE FOR TEMPORARY LANE CLOSURES WHEN WIDE, IQ WHITE BAND (3 TO MINIMUM UM THE TOP ELO THE 150 HE, AND mm UNDERSEALING, MILLING, PAVING AND WHEN WORKING IN INTERSECTIONS AS PART OF THE Typical Transition Lengths and BARD. RA 100 TRAFFIC COO NEES S EINS R M Y U OS 5O (ER BELOW T HARY AN D SH TRAFFIC CONTROL OPERATIONS. THE PEACE OFFICER SHALL BE ABLE TO SHOW PROOF OF Suggested Maximum Spacing of Devices DURATION O DURATION WORK. HOWEVER, ER, ,C CONES ABBEE D USED ONES MAY BE U SR SHORT-TERM STATIONARY FOR INTERMEDIATE -TERM STATIONARY RY WORK CERTIFICATION BY THE TEXAS COMMISSION ON LAW ENFORCEMENT OFFICER STANDARDS. AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. 5. THE CONTRACTOR SHALL NOTIFY ALL OTHER GOVERNMENTAL AGENCIES WHOSE RIGHTS- Minimum Desirable Suggested Max. Suggested TUBULAR MARKERS OF -WAY ARE AFFECTED BY HIS WORK ACTIVITIES. THE CONTRACTOR SHALL PROVIDE Taper Lengths (L) Device Spacing Sign Spacing F I b e r L g h t TUBULAR MARKERS SHALL PREDOMINANTLY BE ORANGE IN COLOR, NOT LESS THAN 700 mm ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT THEY MAY NEED. (27) IN HEIGHT , A MINIMUM 50 mm (2 ") WIDE WHEN FACING TRAFFIC AND MADE OF A MATERIAL 6. THE CONTRACTOR SHALL MAINTAIN ONE (1) DUST -FREE LANE OF TRAFFIC IN EACH Meters (Feet) Meters (Feet) THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES. FOR NIGHT TIME USE, TUBLULAR MARKERS DIRECTION AT ALL TIMES, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR APPROVED SHALL BE RETROREFLECTIVE PROVIDED BY TWO (2) 75 mm (7) WIDE WHITE BANDS PLACED A THE ENGINEER OR DESIGNATED REPRESENTATIVE. Posted 3.0(10) 3.3(11) 3.6(12) On a On a MAXIMUM OF 50 mm (2 ") FROM THE TOP, WITH A MAXIMUM OF 150 mm (6 ") BETWEEN BANDS. S Offset Offset Offset taper tangent X., TUBULAR MARKERS ARE NORMALLY USED FOR SHORT -TERM STATIONARY AND SHORT DURATION 7. THERE SHALL BE A MINIMUM OF THREE (3) METERS (10 FEET) CLEAR WIDTH FOR KPH FOrmUla EACH LANE OF TRAFFIC IN CHANNELIZED AREAS, UNLESS OTHERWISE NOTED ON THE Meters Meters Meters Meters Meters Dimension AT NIGHT, IF THE SITE WORK. HOWEVER, MARKERS Y USED FOR INTERMEDIATE -TERM STATIONARY WORK DRAWINGS OR APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. (MPH) (feet) (feet) (feet) (feet) (feet) .;�.,. SITE IS s CONTINUOUSLY MANNED. NED. VERTICAL PANELS 8. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS 50 45 50 55 9 15-20 TECH _ u �j h�� CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER OR (30) (150) (165) (180) (30) (60 -75) 40 (120) � Ll/ VERTICAL PANELS SHALL BE 200 TO 300 mm (8 TO 12 °) WIDE AND AT LEAST 600 mm (24") DESIGNATED REPRESENTATIVE SHALL PROVIDE AT LEAST 24 HOUR WRITTEN NOTICE OF LAWS ' IN HEIGHT. THEY SHALL HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL LIMITED ACCESS TO AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE 55 65 70 75 10 25-25 & ASSOCIATES STRIPE WIDTHS SHALL BE 150 mm (61 EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN BUSINESS ACCESS SIGNS AS NEEDED TO NFORM DRIVERS OF THE LOCATIONS OF ALL (35) 60 (205) (225) (245) (35) (70 -90) 50 (160) FIBER OPTIC CABLE ROUTE 900 mm (36 "), WHEN 100 mm (4") STRIPES MAY BE USED. IF USED FOR TWO -WAY TRAFFIC, DRIVEWAYS. 85 80 80 100 12 25-30 BACK-TO-BACK PANELS SHALL BE USED. 9. TEMPORARY LANE CLOSURES IN THE CENTRAL BUSINESS DISTRICT (CBD) OR ON (40) (265) (295) (320) (40) (BO -100) 75 (240) ARTERIAL STREETS SHALL NOT BE PERMITTED DURING THE HOURS OF 7 AM TO 9 AM DRUMS AND 4 PM TO 6PM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN 70 135 185 13 25-30 100 (320) OBTAINED FROM THE TRANSPORTATION DIVISION. (45) (450) (495) (540) (45) (90 -110) WEIGHT 955 FREEPORT PARKWAY 1. EI GHT USED FOR TRAFE FLEXIBLE AND F RMAB ABL E OR MATERIALS A AND D BE A MINIMUM BE M OF CONSTRUCTED 900 mm (36 ") IN OF LIGHT- 10.TRAFFIC CONTROL SHOWN ON STANDARD DETAILS IS TYPICAL. ADDITIONAL SIGNING AND/ EI LEAST 450 mm (18") MINIMUM WIDTH, REGARDLESS OF OREINTATION. E RILS N BE A IIMU 9 mm (36") OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATION / 80 150 165 180 15 30-35 HEIGHT, AND HAVE AT LEAST 45 (50) (500) (550) (50) (100-125) 120 (400) (50 500 550 STEEL DRUMS SHALL NOT BE USED THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, RESTORATION OF EXISTING PAVEMENT MARKINGS, MAY BE REQUIRED DEPENDING ON ) ( 600 ) ( ) (100.125 COPPELL, TEXAS CIRCUNFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 100 TO FIELD CONDITIONS. FIELD ADJUSTMENTS TO TRAFFIC CONTROLS WILL NOT BE PAID FOR 90 165 185 200 18 35-40 200 mm (4 TO B") WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO (2) ORANGE AND DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEM NO. 803S "BARRICADES, SIGNS () (550) (605) (660) (55) (110 -140) 150 (500) TWO (2) WHITE STRIPES. ANY NON- RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL AND TRAFFIC HANDLING ". L =WS ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 50 mm (2") WIDE. DRUMS SHALL HAVE 11.THE CONTRACTOR SHALL DESIGNATE A COMPETENT PERSON FOR TRAFFIC CONTROL. 100 180 200 220 18 40-45 180 (600) CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. THE COMPETENT PERSON SHALL MAKE INSPECTIONS OF THE TRAFFIC CONTROL (60) (600) (660) (720) (60) (120 -150) 2. DRUMS SHOULD NOT BE WEIGHTED WITH SAND, WATER OR ANY MATERIAL TO AN EXTENT DEVICES AT LEAST TWO (2) TIMES A DAY (ONCE AT THE BEGINNING OF THE DAY AND 105 195 215 235 19 40-50 THAT WOULD MAKE THE HAZARDOUS TO MOTORISTS, PEDESTRIANS OR WORKERS. WHEN THEY ONCE AT THE END OF THE DAY), INCLUDING NON - WORKING DAYS, ENSURING THAT ALL (65) (650) (715) (780) (65) (140 -185) 210 (700) DATE: 02.14.11 ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN DEVICES ARE IN THEIR PROPER PLACE AND ARE IN WORKING ORDER. THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE,CAUSING A HAZARD IF STRUCK 12.ALL DEVICES SHALL BE MADE USING MATERIALS LISTED ON THE TxDOT APPROVED 115 215 235 255 21 45-55 BY A MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. PRODUCTS LIST. (70) (700) (770) (840) (70) (140 -175) 240 (800) - REVISIONS DATE DESCRIPTION INITIAL SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER i INFORMATION IN THIS DOCUMENT IS Q PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRI TTEN v CONSENT FROM ACSI N T M LO DWG. NO. 11036DT10 N SHT. NO. 10 N DOTE 955 FREEPORT PARKWAY /a. PROJECT ID # UTILITY 5 R.O.W. REPRESENTED OM PUNS fRRE 13FISED ON RECORDS. COPPELL, TEXAS TOTALS NOT ON BOUNDARY SURVEY FIBER THIS SHEET 5 FIELD EXPOSURES. MI 0 STATIONING CONDUIT O - STA. 0 +00 C Z CONTRACTOR TO LOCATE AND MATERIAL LIST QUANTITY INTERCEPT EXISTING CONDUIT r fll 1 I - I . w /3'x5'x4' FIBERLIGHT HANDHOLE 24 FIBER OPTIC CABLE 500' o C m INCLUDE 100' SLACK COIL OPEN LOT 3'x5'x4" MH \ Z �` 3'x5'x4' HH 1 TI ..4 1 e 1.5" H.D.P.E -TOTAL 800' I / STA 0 +00 - STA 4 + 1 i' 0 " rn � I 4" P.V.C. - TOTAL 1/ \Z \I 1 / OPEN LOT CONTRACTOR TO PLACE INNERDUCT A \ 2 - 1.5" H.D.P.E. FIBER CABLE W / 24 FIBER CABLE CORE s . 7 — ® ' 6' S' 6 ' S' LABOR LIST QUANTITY - s — - ,... .•.. °:. __ ----- IV, ____ - -_- -- -- PLACE DUCT -- -- -- -- N ,� —_ -- - T- � �- - T �T T TELE T PULL FIBER _ o' �y _ I — I- 16 "W . ,' PLACE HH MH s 66 '6 - w � .,* 1+00'.: M . •. 4'00 .' . 400 16 " W ., 3 +00 '`', . , PLACE L_ 6 RC 5 , ' • — — : FREEPORT PARKWAY , , PLACE MARKER \ cL---- .. > , . r l 12 " SS . ■ a . m', 12 "SS m _ ° o F 1 b e r L I g h t / , - ' -Rnr- - -�_ SWB . , , ", , - . 9 .. cx s _ Y .., ., - -� T T - T -' - - • .. ABV T T `�--� ' - -- i - -, A 7 T ABV T T T T T T T T T SWB - C - Y 1 - 1 � -- Rlr -- ' -- -- pm - -- -- IVM - - -- Nr - -- E-1 '----Th — '� `� T ECH- Rio i lls — r— AS 8 ASSOCIATES .., E EMENT FIBER OPTIC CABLE ROUTE ,I 20' TP &L v 1 1 1 I < r 955 FREEPORT PARKWAY m / - s COPPELL, TEXAS PARKING LOT _ p \ r y j I j 1 I I I I I I DATE: 02.14.11 , \ \ \ \ \ \ \ , ,, ' . \, �� \��1`� - N �o \ �� REVISIONS \ \\ I \ .\ \\%\ \\ \\ \ ' t \,�`� \\ N\ �` \,, '' ``' � � . DATE DESCRIPTION INITIAL t in W Z a' Q 1y 2 SCALE: HOR. 1 =40 N _ "' VERT. 1 =40 1- t 1 `� �� r� �� DISCLAIMER ( I- N � o � ~ ' to INFORMAT IN THIS DOCUMENT IS Q Il 1 y ' / COPIED,TREPRODUCEDA OR 17 NOT BE USED, . ------ IN �b WHOLE OR IN PART WITHOUT WRITTEN CO CAUTIO 4-% f/ CONSENT FROM ACSI NT M CONTRACT TO LOCATE & •L‘ ... , DWG. N 0. 11 036 P V01 VERIFY ALL EXISTING UTILITIES O PRIOR TO CONSTRUCTION T EXAS \ , EX AVATION CV SAFETY .. SYSTEM SHT. NO. 01 N DOTE 955 FREEPORT PARKWAY iz PROJECT ID # UTILITY 5 ROW REPRESENTED On PERMS RRE BRSED Oh RECORDS COPPELL, TEXAS TOTALS MOT ON BOUNDARY SURVEY 5 FIELD EXPOSURES. FIBER THIS SHEET STATIONING CONDUIT '"',..,, 7 MATERIAL UST QUANTITY 2 4 FIBER OPTIC CABLE 500' OPEN LOT OPEN LOT 3'x5'x4" MH / �� STA 4 +00 - STA 9 +00 \,.. 3'x5'x4' HH ,/ 1.5" H.D.P.E - TOTAL 1,000' CONTRACTOR TO PLACE 4" P.V.C. - TOTAL 2 -1.5" H.D.P.E. INNERDUCT W/24 FIBER CABLE FIBER CABLE 5 6' CORE 6' 5 ' j _ � LABOR LIST QUANTITY T Rlr -- T N� ---�- MI - - TELE Iw . -- -- - -- -- 1"1 -- T M r - -___ I" -- Ma -- ® Nr -- � TELE � - 7- "h — ' PLACE DUCT 1 i 1 1 PULL . • •:: 5 +00 " r.:. . w w : 6 +00 (500') \ 7 +00 . f 8 +00 .. T PLACE FIBER =1 IV II 16 W w w - w w w w 16'W N .. �....: FREEPORT PARKWAY PLACE MARKER \ \-: HOO" 12ftSS O O „ „, _ s s s 12 "SSA —B— s 5 27 RCP s s 1 s R F I b e r L f 'I t 5 r} ABV T T SW T T r al= 3 'gill ABV T T T T T T T - Cr) � -- M• --- iR �/M_ -- -- Ms -- Nr ■ __ Ms -- AIM -- Rn -- my-_ ' - '-'1 8 /f 1 1 N 20' TP &L EASEMENT L Fi 5� I I TE H = �' _7 _ � � -- / I • r , B ASSOCIATES �. J T 8» 1 r-— - „ I.. ... _is, _'�1 FIBER OPTIC 1 I 1 1 is T Y SEW R ASEME { AN I I. P W v 955 FREEPORT PARKWAY P ARKING LOT f % 1 ) I - h COPPELL, TEXAS � y FA I ; : I � . : I' . m ,,,, ,, I I 9 i a.l � I ,......,, . , ..; _ DATE. 02.14.11 �, a \� V \\\\\N\ 1 I r' I w REVISIONS • _� 6 o 1thitii ,0 r 1 Q DATE DESCRIPTION INITIAL \ \\ \ \ \ s 1 \\\ \\ \ \\\ N \ \ - 4 1— z ce La J w SCALE: HOR. 1 =40 o _ = VER T. 1=40 cc a a j , / 1 DISCLAIMER LL �` ' � �) PROPRIETARY O AND SHALL NOT I� O r: cc; O COPIE D, REPRODUCED OR DISCLOSED IN n d - - - � q WHOLE OR IN PART WTHOUT WRITTEN ° CAUTION: + + N �• 1. y � CONSENT FROM ACSI NT i ` C ONTRACTOR TO LOCATE & Q H °' �• � � ° % ds�� � �� DWG. NO. 11036PV02 ' VERIFY ALL EXISTING UTILITIES N N In O PRIOR TO CONSTRUCTION TEXAS \ � EX A VA TI O N SAFETY :. ■ SYSTEM SHT. NO. 02 N NOTE ARKWAY PROJECT ID # UTILITY aR0.W REPRESENTED ON y N. 1r TOTALS PLANS ARE BRSED ON RECORDS. COPPELL, TEXAS NOT ON BOUNDARY SURVEY FIBER THIS SHEET' 6 FIELD EXPOSURES. 10 +90 CONTRACTOR TO PLACE R STATIONING , , „, Z OPEN LOT STA 9 +00 –STA 10 +90 3'x5'x4' FIBERLIGHT HANDHOLE CONDUIT \` CONTRACTOR TO PLACE INCLUDE 100' SLACK COIL OPEN LOT 2 -1.5" H.D.P.E. j MATERIAL LIST QUANTITY W/24 FIBER CABLE J 24 FIBER OPTIC CABLE 513' 6' 6' S' - / P 3'x5'x4" MH 5' _ 3'x5'x4' HH 1 —Ms T — r - T -- ELE -- -- r/r -- a IT �ar. V / �T -- / T -- T � _. -_ 1.5' H.D.P.E TOTAL 826' ■ " " ` - ` °+ 10 +00 (190') y P.V.C. — TOTAL �_� 4" P C 4 � � INNERDUCT N 11 ! 16 »W . w �1 - i M - ® 16 »W M CORE CABLE Br / FREEPORT PARKWAY LABOR LIST �; � �, QUANTITY _.. _ 1 nA PLACE DUCT PULL FIBER ' ..< . . � . PLACE MH — 27"RCP C 5 s s — 30 »�2CP s s PLACE HH = s , v 12"SS - S . s si — s — 111 s s 1z;SS s PLACE MARKER —T ' BV T T M T :' G SWB— ABV SWB T T -- T -- -- -- + -- rp -- �Nr --- AIr-- Ms Y , I , Nr Nr �- 20 TP: EASEMENT — F I b e r L h t C if �'�. . , . , .- .- .- STA 10 +90 – STA 13 +13 • I CONTRACTOR TO PLACE ti f 2 -2" H.D.P.E. iv' ` ! CH T� / / � fZ ,--.1 i W/24 FIBER CABLE .. I I t I a ASSOCIATES r I 1 FIBER OPTIC CABLE ROUTE I .., Li : ' i 955 FREEPORT PARKWAY PARKING LOT PARKING LOT COPPELL, TEXAS 7 ,.... I // I I 1 o PROPOSED 3 CORE \\ I o f o. DATE: 02.14.11 , `. �� \ s, , \ \\: :\ `� ~ �� REVISIONS �, DATE DESCRIPTION INITIAL \ \ \ \ \ 1 \ \ \ `\ \ \\ �� N OTE �� \ \ \ \ SEE S HEET 04 \ � � � �, � FOR IN SIDE PLAN � ��� 1 , \ \ SCALE: HOR. 1 =40 • '\4:\ „ , \\, , „,,,,\,,,\\-,,,,\\,\\\\\\\•\\,.,, \� � � \ VERT. 1 =40 a0 ti Q j 4 I 4 , 1 DISCLAIMER ;/ 0 1 , INFORMATION IN THIS DOCUMENT IS NOT BE USED, I� N ' ` / V %” COPIED, PROPRIETARY RODUCED OR DISCLOSED IN Q N r - - - J WHOLE OR IN PART WITHOUT WRITTEN o + `• G � '! / CONSENT FROM ACSI NT o CAUTION: o CONTRACTOR TO LOCATE & s• % .1 - - ; �� DWG. N0. 11036 VERIFY ALL EXISTING UTILITIES TEXA '�. EX AVATION o PRIOR TO CONSTRUCTION In SAFETY SYSTEM SHT. NO. 03 N n a yHt � oTE 955 FREEPORT PARKWAY # UTILITY E R O W REPRESENTED OI I " MY P ROJECT ID PLANS ARE BASED ON RECORDS COPPELL, TEXAS TOTALS NOT ON BOUNDARY SURVEY FIELD EXPOSURES. FIBER THIS SHEET: 6 STATIONING CONDUIT /..---` NOTE ------.N MATERIAL LIST QUANTITY . ( SEE SHEET 03 ) FOR OUTSIDE PLAN 24 FIBER OPTIC CABLE 129' STA. 13 +23 �__ `, 3'x5'x4" MH 12 "x12 "x6" PB 2 CONTRACTOR TO CORE FLOOR FOR BUILDING ENTRY OF 2" E.M.T. 2" E.M.T. - TOTAL 89' AND PLACE 12'x12'x6' PULL BOX STA 13 +23 - STA 13 +87 4" P.V.C. - TOTAL SEE DETAIL THIS SHEET PLENUM INNERDUCT 89' CONTRACTOR TO PLACE FIBER CABLE 1 -2 E.M.T. WITH 1- 1.25" PLENUM INNERDUCT CORE LABOR LIST QUANTITY ___-- - ..---- _ = - 1 , _ _ _= /j _��� \\ PLACE DUCT W_, .7 \\ PULL FIBER n I / \\ PLACE MH N PLACE HH /7 1 FALSE CEILING PLACE MARKER STA. 14 +02 - - - - - -- �� 12 "x12 "x6 "PB \\ //, CO T R O S.O C CABINETNNNCT / � I T - -1( r TELCO ROOM �- -� 2 H.D.P.E. \\ 11 f 1 , IN - - L , I I I ,WA IOR II II F i b e r L i g h t ,___ .. _ L __ _____, , , . ,--- I i ti � i 1 4 "CORE-\\J 11 ;id. \\ III I , r ' , I , di 8 mew - I( �� I II N v\ , ,, f r \-\ \\-;--,,,,,s, r�;= T H = C - z &C- 4- 1 5) 1 I— ! Y \ ti p .,5 ASSOCIATES STA. 13 +87 ✓, , ''-\\''' '� FIBER OPTIC CABLE ROUTE 955 FREEPORT PARKWAY CONTRACTOR TO PLACE ��'— - A� �!��� �%� \ r 12'x12 "x6" PULL BOX \\ ,, , INCLUDE 20' SLACK COIL �� _ _ _ IN FALSE CEILING �� COPPELL, TEXAS I RISER DETAIL I DATE: 02.14.11 I 1 .M - -. --- . _, - -_w =:� , c, -- ____-_ , , 7.1 I - REVISIONS DATE DESCRIPTION INITIAL SCALE: HOR. 1 =20 r ___� , Q VERT. 1= 20 t j I 7 DISCLAIMER ' j � �/ � INFORMATION IN THIS DOCUMENT IS % % /' N � ' PROPRIETARY AND SHALL NOT BE USED, / / COPIED, REPRODUCED OR DISCLOSED IN CAUTION: .. -I WHOLE OR IN PART WITHOUT WRITTEN ..• y µ ` CONSENT FROM ACSI NT , DWG. NO. 11036PVO4 CONTRACTOR TO LOCATE & \ . . .f .. . VERIFY ALL EXISTING UTILITIES o PRIOR TO CONSTRUCTION TEXAS' . EX AVATION SAFETY SYSTEM SHT. NO. 04 N