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Fiberlight-PT100415A copy of the approved permit must be on the job site at all times. CC: Applicant T H E • C I r v. o F Page 1 of 4 Public Works OPPELL Permit File D D D O Rev. 11 /07 Orig. to Project File T x A 5 a 4 04 -13 -1 0 A09 : 4 9 R C 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: M h r c., � I Z Z O i0 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: _ f'(AL H General Contractor: f4-'u ri A Z, 4 w. v Contact # 6 17o? J 77 9 YOY Permit issued to Company / Representative: Address: b l r c u x Telephone #: aly IN 02-I Lt Emergency Telephone #: � f y rl 0 71P1� Utility Company Represented: ❑ Oncor Electric Delivery ❑ Atmos Energy ❑ Verizon ❑ SBC/ AT &T ❑ Time Warner Cable ❑ CoSery Electric /Gas Q fl J Gen ral Descri tiIn of Work (P rovide four 4J sets o pl ns): In accord ce wit O No. 2001 -94 . ft, Cp u d F ro M v d Sri l�.� lCs_ �r�, n; 6Wr4 Estimated Start Date 1 10 Estimated Completion Date* 1 Z * Completion requires submittal of Completion Verification Notice (see page 4) Y Was contact made with City and /or utility companies to locate existing utilities? if NO, Reason: YES [✓] Is removal of existing streets, alleys, or sidewalks necessary? YES E� if YES, must have Ci inspection prior to concrete replacement NO ❑ NO ❑ 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 C43 972 - 304 -3600 Fire Department @ 972 - 304 -3500 Street Department 0 972 - 462 - 5150 Engineering Department Q 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 3:00 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.) /11 IjA� M & /SO ti 4 to Signature of Ut lity ompany Representative Printed Name Date A0 y o S of Contractor Representative inted Name Date (A� (hkj"A < <- 41?7.t is to Si ity Representative Printed Name Date ➢ Comments: C DQt (/�921� ➢ 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. MAP SHEET Braden Rd��W:'.'Rnund ' ,.. 3 / :•. Lewi rove Carrollton �t Fcankfurd Rd 45B � 77 ti RJ Mclnnish Park woo" "" r L i g h t 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS ,#10009Ms01 • , # drove -4 Q tiY^0. r Grape%ine � Raytheon � c c � a Bus- 7J x � L � t' Coppell 'r - f 448A Cj � nd Lit e RIj.. LL alt� ;i r �Cjt'747'1004" flr C. d u � n_ C a � 446 � ai( JJ _. �- G � , arliiJ E rt L ...... ....... .... .... �I tY ......... _ HaIlra.x 11r 1, � •. — Hihland.l..... 04- „ cri Lh g _. _.... ...... r SIP e� PROJECT ROUTE Wagon v+itreel vArhl ,F ,�r,,. 121 + R u by P l - Cre p-kvIP_.w Dr ^ 553 cn Ln Carrollton �t Fcankfurd Rd 45B � 77 ti RJ Mclnnish Park woo" "" r L i g h t 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS ,#10009Ms01 • , -4 r Grape%ine Canyon Di � x � L � t' Coppell Cj � nd Lit e RIj.. Cl alt� ;i r �Cjt'747'1004" flr C. n_ C a � Y e ,= ;an +�1 3 e 1.k� ��d JJ _. �- G � , arliiJ E L.3kF- rad L .< ! tylapleleaf Ln HaIlra.x 11r 1, � •. — �{ cri Lh CC 73 r Wagon v+itreel vArhl ,F ,�r,,. Park + R u by P l - Cre p-kvIP_.w Dr ^ cn Ln L�r Cooper Ln �� DC i, E Bethel S try � �A`' 3r �{ � Cr cfi �? Brook- Ln GrapeuirMe Creek Pa rk �� ....� Bethel i! 4nV+ Bethel Rri _ H rat.re { Dallas Fort it } �'� 1 1 _ J s — 1- , W br r Worth International atlas -- Co:pyright 92005 lulicrosott Lor ° irand /or itssuppliers. All ri hts reseroed. Carrollton �t Fcankfurd Rd 45B � 77 ti RJ Mclnnish Park woo" "" r L i g h t 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS ,#10009Ms01 INDEX SHEET �ry PREPARED BY: T ECH-C��ioup & ASSOCIATES F b e r L I g h t 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS #1000sisol INDEX SHEET s� e� � .• r PREPARED BY: T Ec=F=4 fiou� & ASSOCIATES F I b e r L g h t 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS #100091S02 PROJECT ID # TOTALS FIBER THIS SHEET i b e, r L STATIONING + J CONDUIT MATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE CONTACT SHEET - DRAWING INDEX 3'x5'x4 MH 3'x5'x4' HH 1.25* H.D.P.E - TOTAL FIBERLIGHT CONTACTS DRAWING INDEX 4" P.V.C. - TOTAL VICE PRESIDENT OF OPERATIONS 8c CONSTRUCTION DESCRIPTION I SHEET NAME FILE NAME PAGE NUMBER __... .._.__ .____- ... __ ... ...__.._.._..._._ __.__._ ___ ... ..___._._.. _. _.._ ... _. _..._.. -_. __........ _.. .. __ ..__.. FIBER CABLE JUDD CAROTHERS (817) 613 -1825 ... - ....... _..__..____....._..___-.__.__..____..___..._..__..___.._._._.__............ -._ .............. .... _.____..__ ...... ______._._.__._+ __ CORE C OVER S HEET C SO1 10009CSOl.dwg 1 - LABOR LIST QUANTITY OPERATIONS MANAGER MAP SHEET MSO1 10009MSOl.dwg - 2 ___ ... ............. _._...___.....___ _..... _._...._._____ ____...._ - __ _____.__. ___....__._ - . _.....___.._._._.._. _ ....__ _____.._._._..__.--- . - - -.._ ____ _ . ____...._...._..___...__.__.___ PLACE DUCT RUSSELL LYTLE (817) 795 -4000 INDE SHE ET _ - IS01 l 100091S01_dwg - — 3 - PULL FIBER CONTACT /DRAWING INDEX (THIS SHEET) CT01 - -_ f — 10009CT01.dwg 4 PLACE MH _.___..........._ .................... ....._____....__ ..... ......... _._.__ _.... ------ ......... ...... _..... .___.__ .........___.._. .-- ._......._.._..: _._..._.... --- ---- _ PLACE HH GENERAL NOTES g PROJECT MANAGERS: GN01 -03 10009GN01 -03.dw 5 P LACE MARKER ---.__.......__.._.__..._.... _.........._......__._..- .__._- ._..___..� .._.- _ - -. --- _._._. _..--- _..__.._.__.__- .,._._._. -.._._._.__._...._...____ .__.__._.._.._..__..__- __ -- - - -- _____ __._....-- .- _..___... CHRIS BIGLEY (214) 714 -0296 M ATERIAL RAKE - OFF SHEET MR01 10009MROl.dwg 8 _ FIBER SCHEMATIC SHEET FS01 10009FSOl.dwg 9 ............. _..._._..__ _.._.__._.._..__.__._ ........ _ .__.- ._- ------- - -_.. _----- . - - - -._ ._.._,...._...--- -. - - -- DETAIL SHEET 1 -9 DT01 -DT09 10009DT1- 09.dwg 10 -18 BUILDING CONTACTS - — b L OSP /ISP DESIGN SHEETS PV01 -36 10009PV1- 36.dwg 19 -54 F i e r I g h t BUILDING CONTACT(S): xxxxx (XXX) xxx -xxxx - BUILDING ENGINEER(S): xxxxx ( XXX ) xxx -xxXX - - — - T &'C H= C�hou� & ASSOCIATES ENGINEER CONTACTS PERMITTING AGENCIES FIBER OPTIC CABLE ROUTE ENGINEERING FIRM: 2501 S.BUSINESS HWY 121 TECH GROUP & ASSOCIATES, INC. (972) 613 -0881 GRAPEVINE, LEWISVILLE, 4019 N. GALLOWAY AVENUE COPPELL SUITE A MESQUITE, TEXAS 75150 DATE: JANUARY 11, 2010 ENGINEERING CONTACT: CHARLES MARTINEZ (214) 317 -5452 REVISIONS CONSTRUCTION CONTACTS DATE DESCRIPTION INITIAL CONSTRUCTION FIRM: TO BE DETERMINED (XXX) XXX -XXXX r SCALE: HOR. 1 =40 VERT. 1 =40 CONSTRUCTION CONTACT: TO BE DETERMINED (XXX) XXX -XXXX INFORMATION D ISC L AI M ER IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART 'WITHOUT WRITTEN SPLICING FIRM: CONSENT FROM ACSI NT TO BE DETERMINED (XXX) XXX -XXXX DWG. N0. 10009CT01 SHT. N0. 01 x CONTACT 48 HOURS PRIOR TO C ONSTRUCTION — PROJECT ID # TOTALS b e r FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 48 FIBER OPTIC CABLE 3'x5'x4' MH 3'x5'x4' HH GENERAL NOTES P- - TOTAL 4" P.V.C. 4" P.0 -TOTAL INNERDUCT APPLICABLE CODES CABLE VAULT INSTALLATION NOTES: PROJECT INFORMATION FIBERLIGHT GENERAL NOTES: FIBER CABLE CORE LABOR LIST QUANTITY AMERICAN ASSOCIATION OR STATE HOMAY AND TRANSPORTATION OFFICIALS - LATEST ET" 1. FOR LOCATION AND ORIENTATION OF CABLE VAULTS, SEE NEIWORIC ROUTE PLAN. PLACE DUCT OCCUPATIONAL SAFETY AND HEALTH STANDARDS - LATEST EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2. ALL OPENINGS, PENETRATIONS AND JOINTS IN CABLE VAULTS SEALED WITH A NON -SHRINK GROUT TO FORM A WATERTIGHT CABLE VAULT. 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CANSfRUC ION MEANS, METHODS. TECHNIQUES, PROCEDURES, AND SEAUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. PULL FIBER PLACE MH PLACE HH 3. 4. CABLE VAULTS INSTALLED ON A 815E CONSISTING OF CLEAN GRAVEL OR CRUSHED STONE THE MINIMUM THICKNESS OF THE BASE SHALL BE TWELVE INCHES (127. FINISHED SURFACE REPAIRED TO A CONDITION EMIAL TO OR GREATER THAN ORIGINAL CONWOM 2. 3. THE CONTRACTOR SHALL VISIT THE JOB SITE TO RENEW THE SCOPE OF WORK AND EXISTING JOB SHE THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDTITOHS AND DIMENSIONS PRIOR TO SUBMITTING A BID. ANY DISCREPANCIES, CONF OR pNS40N5, WALL BE REPORTED TO FLUOR LWIIEL BEFORE PROCEEDING WITH THE WORK. PLACE MARKER 5. 6. BOTTOM OF EXCAVATION COMPACTED AND LEVELED PRIOR TO CABLE VAULT INST& ATION. PLACE THE VAULT SO THAT THE COVER S AT THE DESIRED GRADE ELEVATION. 4. 5. THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR WRING CONSTRUCTION. ANY DAMAGE BY CONTRACTOR TO NEW AND EXISTING CONSTRUCTION, STRUCTURE. LANDSCAPING. OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE ROW OWNER AND FLUOR DANIEL AT THE EXPENSE OF THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SWILL REPLACE OR REMEDY. ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORIQNNSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. F I b e f^ L I g h t B. '' THE CONTRACTOR WW1 REMCNE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASS, AND SHALL DOUSE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION UP TO COMPLETION OF WOO T W THE ONW�U^ of THE CONTRACTOR SHO To LOCATE ALL O A N UTILITIES ADJACE 1O OR CR THE NETNORI( ROUTE WHETHER SHNOYH HEREIN OR NOT, A PROTECT TO THEE U TOM MANAGE THE CONTRACTOR WW BEM ALL EXPENSES FOR REP IT THE R OF WORK OR OTHER PROPETTTY DAMAGED BY CONTRACTOR IN CONJUNCT W WTM THE EXEYXUTION OF .. TECH CITY GENERAL NOTES: GENERAL COMMENTS GENERAL NOTE SPECIFICATIONS FOR THE CITY OF COPPELL B. THE CONTRACTOR SHALL BE RE"ISIBE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB S IN PROGRESS AND UNTIL THE JOB S COMPLETED. & ASSOCIATES' FIBER OPTIC CABLE ROUTE 1. 2. ALL IMPROVEMENTS SUCH AS PAVEMENT, CURB AND GUTTERS, WALKS, DRAINAGE DITCHES, SHRUBS, GRASS SOD, ETC. WILL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. UNDERGROUND UTILITIES HAVE BEEN PLOTTED FROM FIELD OBSERVATIONS AND AVAILABLE RECORDS BUT ARE NOT NECESSARILY EXACT. UTILITIES WILL BE VERIFIED IN ADVANCE OF TRENCHING SO THAT CHANGES IN ALIGNMENT AND OR GRADES MAY BE MADE IN CASES OF CONFLICTS. UNDERGROUND SPRINKLERS AND TRAFFIC INNERCONNECT DUCTS /CABLES MAY BE 9. 10. 11. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER POWER AND TOILET FACILITIES AS REWIRED BY THE CITY OR GOVERNING AGENCY. THE CONTRACTOR SH N NOTIFY FLUOR DANIEL T DETA PRA ARE CO UNSUITABLE F; IF PERFORMED, ,ASL BE WATERPROOF, OH R RE S WITHIN CU STOMA RY Y TRADE PRACTICE. IF SARK N PERFORMED, T W ILL TH BE ASSUMED THAT THERE NO OBJE 70 THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REWRED TO SLIT JOB CONOITM AND SHALL BE 9NCLUDED AS PAW OF THE WORK ALL "BOLS AN ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDMDS. IF THE CONTRACTOR HAS GUESTIONS REGARDING THEIR EXACT MEANING, FLUOR DANIEL SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS 3. PRESENT IN THE AREA. LOCATE AND PROTECT. 1 1/2" DEEP SAW CUTS WILL BE MADE AT LEAST 12" OUTSIDE OF DITCH LINES PRIOR TO REPLACEMENT OF CONCRETE OR ASPHALT PAVEMENT, WALKS AND DRIVES. PAVEMENT, WALKS AND DRIVE RESTORATION WILL BE OF THE SAME TYPE AS REMOVE, PER CITY OF FARMERS BRANCH RESTORATION REQUIREMENTS. 12. 13. ALL GRADES SHOWN AS PROPOSED FINISHED GRADES INCLUDE SURFACE TREATYEINTS SUCH AS TOPSOIL OR PAVEMENT. MAKE ALLOWANCES WRING EARTHWORK OPERATIONS FOR THESE SURFACE ALL WVTM SHOWN ON THE OSP DRAWINIS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREM]NTS OF SPECIFICATION 02000 - roc OSP - CONDUIT SYSTEMS. DATE: JANUARY 11, 2010 4. 5. ALL PAVEMENT, WALKS AND DRIVE CONCRETE REPLACEMENT IS TO BE OF A MIX DESIGN, APPROVED BY THE CITY OF COPPELL. THE CONSTRUCTION SITE IS TO BE SUITABLY LIGHTED AND BARRICADED AT NIGHT. REVISIONS DATE DESCRIPTION INITIAL 6. ALL PAVEMENT CUTS MUST BE A MIN. 36" AND 100% RESTORED WITH A FLOWABLE TYPE BACKFILL, SUCH AS DRAFIL, OR CUSTON CRETE'S EPXPANDABLE BACKFILL ETC., WITH AN APPROPRIATE 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. CALL BEFORE YOU DIG 1 —BOO DIG —TESS 72 HOURS NOTICE REQUIRED ASPHALT MIX. SCALE: HOR. 1 =40 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. VERT. 1 =40 CITY OF COPPELL ................ .......................466 -3200 LONE STAR GAS ................................ .......... 263 -3444 DISCLAIMER LOS COLINAS CABLE ASSOCIATION ...............263 -3444 ONE CALL LOCATE, AT &T, MCI, SWB, TELEPORT, INFORMATION IN THIS DOCUMENT I PROPRIETARY AND SHALL NOT BE USED, MFS, GTE, WILTEL, TU.ELECTRIC, TCI, SPRINT 1 -800- 395 -0440 COPIED, REPRODUCED OR DISCLOSED IN 8. UNLESS OTHERWISE NOTED, ALL CONDUIT TO BE BURIED TO A MINIMUM OF 36" COVER, OR AS SPECIFIED. WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009GNO3 9. GROUT FILL VOIDS AROUND ENCASEMENT PIPES, CONCRETER BULKHEADS AT EACH END OF BORE PIPES. S H T. NO. 03 10. CONTACT THE TEXAS HIGHWAY DEPARTMENT PRIOR TO CONSTRUCTION. PERMIT APPROVAL IS REQUIRED PRIOR TO CONSTRUCTION. FIBER SCHEMATIC SHEET Q co 0 00 0 0 N Ll N N PREPARED BY: TE=CH= & ASSOCIATES #10009FS01 C b e r L i g h t 2501 S.BUSINESS HWY 121 i� GRAPEVINE, LEWISVILLE, COPPELL, TEXAS FIBER SCHE MATIC SHEET ^ry r \y ��y'( O 1 O N � W LU ppppooPPpo EE � Y FIBERLIGHT � \Q�� G<y ! _ PP��ppPPOo EEDD pp��ppPP ppRRO0ppoo EE FIBERIJM'UNDHO FIBERUGH FIBERCJGHT O o W C d A P J Q y ' J J • PPpppppp�� EE L HO l FIBE RLJOU COv �V p�ppp Ep ppRR pppp FIBERLIOHTSUNDHOLE FlBER UR DHOLE Q Q NPP '2 FIBEOSP PREPARED BY: TL-C=H== hour 8 ASSOCIATES F iberLight �j 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL, TEXAS #10009FS02 WARNING TAPE 18" BELOW FINISI" GRA DUCT SYSTEM REMOVE & REPLACE CONCRETE SIDEWALK TO NEAREST JOINT (SIDEWALK STRUCTURE CURB BEYOND TRENCH PER AGENCY REQUIREMENTS. FOR RESTORATION - 4" MIN. CONCRETE DEPTH) 18" 4" MIN MARKER TAPE BACKFILL: AS PER AGENCY OUTSIDE PLANT CONSTRUCTION TYPICALS DETAILS fEM 42" MIN COVER 12" MIN. CONCRETE SIDEWALK RESTORATION N.T.S. 42" 2" MINIMUM OR AGENCY MIN. REQUIREMENT IF GREATER COVER MARKER TAPE REPLACE GRAVEL SURFACE W/ 3/4" MINUS CRUSHED MATERIAL 8" BASE COURSE MINIMUM OR AGENCY REQUIREMENT IF GREATER DUCT SYSTEM i ---}�- 12" MIN. NOTE: BACKFILL WITH NATIVE ROCK FREE MATERIAL OR AS DIRECTED BY THE CITY COMPACT TO 95% TYPICAL TRENCH IN GRAVEL N.T.S. SAWCUT EDGES 6" BOTH SID MARKER TAPE 18" EXISTING GRADE MW DISTANCE VARIES 5' MIN DOC UNDER ROAD SURFACE OR BOTTOM OF RR TRACKS 6" STEEL CASING DUCT SYSTEM ___@ DL CAL JACK AND BORE TYPICAL DIRECTIONAL BORE N.T.S. N.T.S. REMOVE & REPLACE CONCRETE STRUCTURE TO NEAREST DEEP JOINT PER AGENCY REQUIREMENTS. BEYpND TRENCH FOR RESTORATION - 6" MIN. CONCRETE DEPTH) REPLACE HARD SURFACE - 4" MIN THICKNESS OR AS PER AGENCY REQUIREMENTS DUCT SYSTEM 12" MIN. BACKFILL: AS PER AGENCY ASPHALT PAVEMENT RESTORATION N.T.S. all m DUCT SYSTEM BACKFILL: AS PER AGENCY 12" MIN. CONCRETE PAVEMENT RESTORATION N.T.S. PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIT` 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 CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER iberLight T eiGHE R��oup & ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL (DATE: JANUARY 11, 2010 1 REVISIONS DATE I DESCRIPTION I INITIAL I SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER INFORMATION IN THIS DOC ME IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009DT01 SHT. N0. 01 NOTE: BACKFILL WITH NATIVE ROCK FREE MATERIAL OR AS DIRECTED BY COUNTY OF RED BLUFF. COMPACT TO DENSITY REQUIRED BY THE CITY TYPICAL TRENCH IN EARTH N.T.S. MANHOLE /HANDHOLE TYPICAL DETAILS ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60. A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE IS AT 3' -0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN IS BASED ON THE TOP AT ANY ELEVATION BETWEEN FINISHED GRADE AND 5' -0" BELOW GRADE. THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. SPECIAL DESIGNS BASED ON OTHER LOADINGS OR DEEPER INSTALLATION DEPTHS ARE LOADINGS OR KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE AND LOCATIONS REQUIRED. INSERTS, PULLING IRONS OR SUMPS CAN BE SUPPLIED AS REQUESTED _61/2" 41 /2 - 8 „ 3'-B' n 3'x 5'x 4' -0" PRE -CAST HANDHOLE TOP SECTION PERSONNEL OPE CAST IN RING A AS REQUIRED B) SEE NECK EXTE COVER DETAILS FEATURES AVAIL BOTTOM SECTION 48 -M 4'- 0"x8' -0" QUIKSET 2-PIECE t'1,4NNOLE S• TOP SECTION I .. PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER w SEE NECK EXTENSION AND m o COVER DETAILS FOR FEATURES AVAILABLE APPROXIMATE TOP OR BOTTOM WEIGHTS 2' -0" INSIDE 7300 LBS. 2'-6" INSIDE 8300 LBS. 3' -0 II " NSDE 9300 LBS. 3' -6" NS OE 10300 LBS. 4' -0" INSIDE 11200 LBS. MINIMUM EXCAVATION 7' -0 "x11' -O" BOTTOM SECTION APPROXIMATE TOP OR BOTTOM WEIGHTS <0 2' -0" INSIDE 4600 LBS. -'^ 2' -6" INSIDE 5200 LBS. av 3' -0" INSIDE 5900 LBS. 3' -6" INSIDE 6600 LBS. / 4' -0" INSIDE 7300 LBS. MINIMUM EXCAVATION 35 -M 3'- 0°x5'-0° OUIK5ET 2 -PIECE r 14NN0LE 3 �5 2" 18" TYPICAL NECK EXTENS10 OR AS SPECIFIED I 41/2" 5 3 n 4'_1.. n 1 91 3'x 5'x 4' FIRE -C,45T M,4NNOLE 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 INNERDUCT FIBER CABLE CORE LABOR LIST QUAN1nTY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght TECHR 1p S ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL DATE: JANUARY 11, 2010 I REVISIONS DATE DESCRIPTION IINFRAL SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10007D.T02 SHT. N0. 02 " \ MANHOLE /HANDHOLE TYPICAL DETAILS 6" 5._0.. 6" 201 CLIP BARS 1 1/2" FROM OPENING FTOPMAT U U o� a M ^ � aa �G o in in0 inm m 0 ° Ya BOTTOM MAT n m 9 -4 BARS(C) AT 3 O.C. # CIRCULAR BARS(E) 4 BARS(E) HORIZ. I (TOP MAT) AT CIRCULAR OPENING AT 13 1/2" O.C. 8 -5 BARS(A) AT 3 1/2" O.C. STRAIGHT (BOTTOM MAT) FLAN - TOP SECTION 9- #4 BARS(C) AT 7" O.C. (T_ uAr\ 4) 1 D.C. S(B) ).C. S(B) 1/2" O.C. \-CUP BARS 1 1/2" FROM OPENING ELEV. - SIDE LUALL SECTION 3ARS(B) O.C. BARS(A) 7 1/2" D.G. 1480 F1RAME AND COVEfR is ` I 2 1/ CLR. CUP B FROM OPENING ALL CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 4500 psi. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60. A706 GRADE 60 OR A497 GRADE 70. BAR BENDING AND PLACEMENT SHALL COMPLY WITH THE LATEST ACI STANDARDS STANDARD STRUCTURAL DESIGN IS BASED ON AASHTO HS 20 WHEEL LOADING WATER TABLE IS AT 3' -0" BELOW GRADE FOR STANDARD STRUCTURAL DESIGN THE STANDARD DESIGN IS BASED ON THE TOP AT ANY ELEVATION BETWEEN FINISHED GRADE AND 5' -0" BELOW GRADE. THE STRUCTURE SHALL BE PLACED ON A COMACTED GRANULAR BASE TO INSURE UNIFORM DISTRIBUTION OF SOIL PRESSURES. SPECIAL DESIGNS BASED ON OTHER LOADINGS OR DEEPER INSTALLATION DEPTHS ARE LOADINGS OR KNOCKOUTS, OR PIPE OPENINGS CAN BE PROVIDED IN THE SIZE AND LOCATIONS REQUIRED. INSERTS, PULLING IRONS OR SUMPS CAN BE SUPPLIED AS REQUESTED I � 1 a l / 12 - #4 BARS(A) AT 6" O.C. STRAIGHT (TOP MAT) FLAN - SLAB BOTTOM Fiber Light 14" O.CL``..... - T EACH 4m,hou, 8 ASSOCIATES 2" 32" DI 1 1/2" 51MM � � 38MM 32" DIA 813MM 1 1/2" 38MM - 4" 102MM 1 1/2" 38MM DIA 4RS(B) r 3 ' 62MM -I S 1/2" O.C. 32 1/4" DIA 819MM 38" DIA 965MM ARS(G) ELEV_ - END WALL SECTION 3'- O "x5'- O "xd' -O" MANkTOLE TOF SECTION TABLE OF ASSEMBLED WEIGHTS COVER TYPE GRATE TYPE A. SOLID C2 HOLE VENT M FLAT HEAVY DUTY 350 LOS. (159 KG) 350 LBS. (159 KG) 360 LBS. (163 KG) 3'- 0 "x5' -0" SLAB BOTTOM SECTION SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009DT03 SHT. N0. 03 ELEV. - SLAB BOTTOM SECTION FIBER OPTIC CABLE ROUTE 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL DATE: JANUARY 11, 2010 1 REVISIONS DATE DESCRIPTION I INITIAL 6- #4 BARS(C) AT 7" O.C. PROJECT ID # TOTALS FIBER THIS SHEET- STATIONING CONDUIT MATERIAL LIST QUANTITI 48 FIBER OPTIC CABLE #4 BARS(A) 3'x5'x4" MH 3'x5'x4' HH 0 1.25" H.D.P.E — TOTAL 4" P.V.C. — TOTAL a a INNERDUCT FIBER CABLE h m CORE LABOR LIST QUANTITY + PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER 6- #4 BARS(C) AT 7" O.C. INSIDE PLANT CONSTRUCTION TYPICAL DEATILS TYPICAL DET 'A" CORE BORE CONCRETE MAt CORE 1 -2" HOLE IN WALL SLAB. ' /GRC CONDUIT CLOSE COUPLED EMT CONCRETE DECK OR WALL 4 . SUSPENDED EMT CONCRETE DECK OR WALL 3/4 EXPANSION SHIELD BOLT & LOCKWASHER 3/4 EXPANSION c a o NOTE: 1 -1.5" E.M.T. W/ 3/8" ALL THREAD AND HANGERS ON 4' -5' CENTERS a PVC TO EMT ADAPTERS PROPOSED 12 "Wx18 "Hx12 "D BUILDING NEMA RATED METAL PULLBOX FOOTING a SECTION VIEW DETAIL INTERIOR RISER N.T.S. 3/4 " x NC10 STANDARD ANY NUMBER OF GALVANIZED HANGER INNERDUCTS AND /OR BOLT (LENGTH AS REQ'D) HDPE'S AS SPECIFIED FIBER OPTIC CABLE STANDARD PIPE C CONDUIT /SIZED PER DRAWING ANY NUMBER OF — INNERDUCTS AND /OR HDPE'S AS SPECIFIED O I FIBER OPTIC YI' CABLE KINDORF SUSPENDED EMT CONCRETE DECK OR WALL STANDARD PIPE PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 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 CORE LABOR LIST QUANTI' PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght CONDUIT /SIZED P ER DRAWING„ fi�+"� T E'CH -C & ASSOCIATES FIBER OPTIC CABLE ROUTE TYPICAL DETAIL TYPICAL SINGLE DOOR HOFFMAN LOCKING PULL BOX 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL DATE: JANUARY 11, 2010 1 1 —4" EMT REVISIONS SUF CORE DRILL CONCRETE FLOOR OR WALL PENETRATION DETAIL NOT TO SCALE "- -FIBER OPTIC CABLE ANY NUMBER OF INNERDUCTS AND /OR HDPE'S AS SPECIFIED PULL BOX TYPE X' Y' Z' p15TRIBUTION 24' 24' B' CABLE 5TOR.oG 36' 36' 12' SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009DT04 SHT. N0. 04 THUNDERLINE LS300 LINK SEAL SUPPLIED GENERAL AERIAL CONSTRUCTION DETAILS TYPICAL DETAIL 'iA POLE ARRANGEMENT FOR AERIAL TO BURIED 2" GUY L f O�r- 2" GALV. STEEL POLE TOP VIEW u- GUARD GROUND LEVEL NOTES: 1. EXTEND U -GUARD MIN. 6" CONDUIT BELOW GROUND LEVEL 2. FOR CONDUIT PL U -GUARD BELOW SURFACE TO CONDUIT ADAPTER. TYPICAL DETAIL 'b" SUSPENSION STRAND — PULL TOWARD POLE — LESS THAN 6 FEET � CURVED WASHER CABLE SUSPENSION BOLT 2 GUY HOOK SPACER NUT rd TYPICAL DETAIL B" POLE ARRANGEMENT FOR REPEATER OR HANDHOLE LOCATION CABLE LASHING WIRE CLAMP STAINLESS STEEL LASHER CABLE SUPPORT AND .50" SPACER CAUTION TAG FIBER OPTIC CABLE CABLE CLAMP BLACK IN COLOR CABLE U -GUARD GROUND LEVEL MIN. 4" PVC BEND M I (36" RADIUS) CONDUIT TO HH OR REPEATER 2' (X -MIN. OF 20 TIMES THE CABLE DIA.) POLE POLE TOP VIEW 6" MIN. CONDUIT ON QUARTER ON POLE NEAREST REPEATER OR SPLICE H.H. TYPICAL DETAIL "C" TYPICAL CABLE do HARDWARE INSTALLATION 12" 12 10" 1 10" GROUND WIRE CLAMP I I I l I I WARE E PING STAINLESS STEEL LASHER CABLE SUPPORT AND CAUTION TAG .50" SPACER FIBER OPTIC CABLE BLACK IN COLOR #6 INSULATED COPPER WIRE AND 10'X.75" COPPER CLAD POLE GROUND ROD GROUND LEVEL GROUND EVERY .25 MILE AT STRAND TO SHEATH BOND LOCATION TYPICAL DETAIL "F" TYPICAL ARRANGEMENT OF CABLE L457M AND CABLE GUIDE TYPICAL DETAIL "E" SUSPENSION STRAND - PULL AWAY FROM POLE - 5 FEET OR MORE CAE POLE TOP--,,"I TO CABLE iBU PREFERABLY lul\` / \ll BUT NO LESS THAN 10" CABLE SUSPENSION BOLT CURVED WASHEF CURVED WASHER GUY .625" CABLE SUSPENSION BOLT CABLE SUSPENSION CLAMP .8125" X 2" ROUND WASHER CORNER SUSPENSION CLAMP 2 GUY HOOK SPACER NUT - GUY GUY PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIT1 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 CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light T ,..� "mss ^'r „w+ ei0li - & A FIBER OPTIC CABLE ROUTE 2501 S,BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL DATE: JANUARY 11, 2010 I TYPICAL DETAIL "G” JOINING 045 LASHING WIRE FORMINCx LOIRE OVER STUD OF CLAMP REMOVE ANY SLACK IN THE LASHING WIRE BY MAINTAINING A PULL ON THE WIRE AND TAPPING THE STRAND SHARPLY. THEN FORM THE WIRE OVER THE STUD AND TIGHTEN THE NUT. CUT THE FREE ENO OF THE LASHING WIRE OFF .75" BEYOND THE END OF THE CLAMP. FORMING LA5HING WIRE AROUND STRAND FORM THE LASHING WIRE AROUND THE STRAND AND PLACE IT BELOW THE STUD AND BETWEEN THE SECOND WASHER AND STUD SHOULDER. O LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. TYPICAL DETAIL "H" LASHWG WIRE GRIP An CLAMP 1ST LASHING WIRE SHOULDER 2ND LASHING WIRE CLAMPING NUT TERMINATING NUT THREADED STUD 15T WASHER GROOVED PLATES 2111 WASHER CABLE REVISIONS I DATEI DESCRIPTION IINITIAL SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER INFORMATION- IN THIS DOCUMENT I PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009DT05 SHT. N0. 05 TYPICAL DETAIL 'I" ANCHOR k DOWN GUY AERIAL IN -LINE SLACK STORAGE DETAILS PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT TYPICAL DETAIL "A" RESERVE CABLE LENGTH STRAND STORAGE APPLICATION TYPICAL DETAIL 'B" IN -LINE SPLICE APPLICATION TYPICAL DETAIL "C" BUTT SPLICE APPLICATION TYPICAL DETAIL 'D" LASHING WIRE GRIP AND CLAMP C- LASHING WIRE GRIP INSTALLED ON STRAND C- LASHING WIRE GRIP N OTE: LASHING WIRE SHOULD FOLLOW LAY OF STRAND WIRES UNDER GRIP. 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 INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light TYPICAL DETAIL HARDWARE HIT TYPICAL DETAIL 'F" SINGLE & DOUBLE FIBER LOOPS TECH- C�hou� & ASSOCIATES FIBER OPTIC CABLE ROUTE 25" #20 STAINLESS STANDARD TAP STEEL LOCK NUT SUPPORT BRACKET 687" DIAMETER NYLON WASHER 0 .563" X .375" FIBERLOOP UNIT SHOULDER WASHER 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL (DATE: JANUARY 11, 2010 1 REVISIONS IN] SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009DT06 SHT. N0. 06 EROSION CONTROL GENERAL NOTES THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING AN EROS /ON, SEDIMENT AND POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE EPA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ( NODES). THE DETAILS SHOWN ON THIS SHEET REPRESENT TYPICAL METHODS FOR CONTROLLING EROSION DURING CONSTRUCTION AND ARE INTENDED FOR THE CONTRACTORS GUIDANCE IN PREPARING THE POLLUTION PREVENTION PLAN. THE CONTRACTORS PLAN SHALL INCLUDE, BUT NOT BE LIMITED TO, SUBMITTAL OF AN NOTICE OF INTENT (NO/) TO THE EPA, A DRAWING SHOWING LOCATION AND TYPE OF EROSION CONTROL METHODS USED, INSPECTION AND SUBCONTRACTOR COMPLIANCE CERTIFICATIONS, SPILL PREVENTION PLAN AND OTHER ITEMS REQUIRED TO COMPLY WITH NPDES REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONS /BLE FOR MAINTAINING EROS /ON CONTROL DURING CONSTRUCTION AND FOR OBTAINING ANY REQUIRED CONSTRUCTION RELATED DRAINAGE PERM /TS OR MAKING ANY CONSTRUCTION RELATED NOTIFICATIONS AN INSPECTION REPORT THAT SUMMARIZES INSPECTION ACTIVITIES AND /MPLEMEMNTAION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) SHALL BE RETAINED BY THE CONTRACTOR AND MADE A PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL PROVIDE INSPECT /ON RECORDS, ORIGINAL PLANS AND MODIFIED PLANS TO THE OWNER AT CONTRACT CLOSE -OUT. TEMPORARY STORM DRAINAGE AND /OR EROS /ON CONTROL MATER /AL SHALL BE SUITABLE FOR THIS APPLICATION AND SHALL BE INSTALLED WITH THE PROPER TECHNIQUES BY THE CONTRACTOR AS REOU /RED BY NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT /ON. TEMPORARY STORM DRAINAGE AND /OR EROSION CONTROL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR AND ANY EXCAVATIONS BACK FILLED BY THE CONTRACTOR IN ACCORDANCE WITH NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION WHEN TEMPORARY EROSION CONTROL DEVICES ARE NO LONGER NEEDED AS DETERMINED BY THE OWNER. MAINTENANCE OF THE PERMANENT EROSION CONTROL MEASURES AT THE SITE WILL BE ASSUMED BY THE OWNER AT CONTRACT CLOSE -OUT AND ACCEPTANCE OF THE WORK. IT IS THE INTENT OF THE INFORMATION PROVIDED ON THESE DOCUMENTS TO BE USED AS THE GENERAL GUIDELINES OF THE STORM WATER POLLUTION PREVENTION PLAN (SWP3) FOR THIS PROJECT TO ESTABLISH A MIN /MUM BASIS OF COMPLIANCE WITH FEDERAL REGULATIONS. THE STORM WATER POLLUTION PREVENTION PLAN (SWAPS), TO BE PREPARED BY THE CONTRACTOR, SHALL MEET THE CURRENT REQUIREMENTS SET FORTH IN THE ENVIRONMENTAL PROTECT /ON AGENCYS NPDES GENERAL PERM /TS FOR STORM WATER DISCHARGES FROM CONSTRUCT /ON S /TES. THE STORM WATER POLLUTION PREVENT /ON PLAN (SWP3) SHALL ADDRESS THREE GOALS: DIVERSION OF UP SLOPE WATER AROUND D /STURSED AREAS OF THE SITE,` LIMIT THE EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSS /BLE, AND REMOVAL OF SEDIMENT FROM STORM WATER BEFORE IT LEAVES THE SITE THE CONTRACTOR SHALL MAKE THE STORM WATER PREVENTION PLAN (SWP3) AVAILABLE, UPON REQUEST, TO THE EPA. THE CONTRACTOR MUST AMEND THE STORM WATER POLLUTION PLAN (SWP3) WHENEVER THERE /S A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE SWP3, OR WHEN THE EX /STING SWP3 PROBES INEFFECTIVE. MODIFICATIONS SHALL NOT COMPROMISE THE INTENT OF THE REQUIREMENTS OF THE LAW. MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL MATERIALS AND WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING OF THE NODES GENERAL PERM IT BEFORE CONDUCTING ANY ACTIVITY IDENTIFIED IN THE POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER POLLUTANTS TO STORM WATER. APPROPRIATE PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO.• DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR; REGULAR COLLECTION OF WASTES; CONVENIENTLY LOCATED WASTE RECEPTACLES- AND DESIGNATING AND CONTROLLING EQUIPMENT WASHDOWN. BORROW AREAS, IF EXCAVATED, SHALL BE PROTECTED AND STABILIZED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE OWNER. ALL NON -PAVED AREAS SHALL BE SEEDED AND MULCHED WITH EROSION PROTECTION GRASS BY THE CONTRACTOR IMMEDIATELY UPON COMPLETION OF FINAL GRADING, THIS INCLUDES ALL DITCHES AND EMBANKMENTS. THE CONTRACTOR SHALL MAINTAIN FINAL GRADING AND KEEP SEEDED AREAS WATERED UNTIL FULLY ESTABL /SHED AND ACCEPTED BY OWNER. PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 48 FIBER OP11C CABLE 3'x5'x4" MH 3'x5'x4' HH 1.25" H.D.P.E - TOTAL 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST IQUANTlnI PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light THE CONTRACTOR SHALL CONSTRUCT A SILT FENCE AT ALL LOCATIONS SHOWN ALL PLANS AND ALL BORROW AND STOCK PILE AREAS. THE SILT FENCE SHALL BE CONSTRUCTED AS DETAILED ON THIS PLAN. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN IT REACHES A DEPTH OF 6- INCHES THE CONTRACTOR _ SHALL DISPOSE OF THE REMOVED SILT IN A LOCATION APPROVED BY THE OWNER AND IN SUCH A MANNER TECH C- ��ioup AS NOT TO CONTRIBUTE TO EROS /ON AND SEDIMENTATION THE CONTRACTOR SHALL REMOVE THE SILT FENCE WHEN THE SITE IS COMPLETELY STABILIZED AND APPROVED BY THE OWNER SO AS NOT TO BLOCK OR IMPEDE $ASSOCIATES STORM FLOW OR DRAINAGE. FIBER OPTIC CABLE ROUTE THE CONTRACTOR SHALL D/SIGNATE MATERIAL AND EQUIPMENT STORAGE AREAS MUTUALLY AGREED TO BY THE OWNER. THE STORAGE AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND THE SURFACE STAB /LIZED WITH A MIN /MUM OF 2- INCHES OF COMPACTED FLEX BASE ON 6- INCHES OF SCARIFIED AND RECOMPACTED SUB GRADE BY THE CONTRACTOR . A SILT FENCE SHALL BE INSTALLED BY THE CONTRACTOR AROUND THE STORAGE AREAS TO PREVENT ERODED MATERIAL FROM LEAVING THE SITE ALL INLETS (ONSITE AND OFFS /TE) RECEIVING DRAINAGE WATER FROM DISTURBED AREAS SHALL BE PROTECTED BY THE CONTRACTOR AS SHOWN OR BY OTHER OWNER AND CITY APPROVED METHODS TO PREVENT ERODED MATERIAL FROM BEING TRANSPORTED INTO INLETS THE INLET PROTECTION SHALL BE CONSTRUCTED AS SHOWN ON THESE PLANS ROCK RIP -RAP, IF USED IN AND AROUND DRA /WAGE STRUCTURES, SHALL CONFORM TO THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIF /CATIONS FOR CONSTRUCT /ON OF HIGHWAYS, STREETS AND BRIDGES (1993 "BLUE BOOK) ITEM 4.32 W/TH REGARDS TO MATERIALS AND CONSTRUCT /ON METHODS. UNLESS DENOTED OTHERWISE ON THE PLANS, ROCK RIP -RAP SHALL BE WELL GRADED DRY STONE TYPE R AND SHALL BE PLACED IN A LAYER WITH A DEPTH OF AT LEAST 2 FEET. THE CONTRACTOR SHALL PLACE NON -WOVEN FILTER FABRIC UNDER THE ROCK RIP -RAP. THE NON -WOVEN FILTER FABRIC SHALL BE M /RAFT, INC. 110ON OR AND OWNER APPROVED EQUAL. 2501 S.BUSINESS HWY 121 GRAPEVINE, LEWISVILLE, COPPELL DATE: JANUARY 11, 2010 I REVISIONS INITIAL THIS PROJECT COMPLIES WITH THE F/BERLIGHT THE CONTRACTOR SHALL INSPECT STABILIZATION AND EROSION CONTROL MEASURES AT A MINIMUM OF FRANCHISE UTILITY EROSION CONTROL PLAN "FRANCHISE UTILITY PLAN ECPjl AND ECP #2 FILED 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 OF GRAPEY /NE, LEW/SV/LLE, COPPELL. CONTRACTOR SHALL REPAIR INADEOUACIES REVEALED BY THE INSPECTION WITHIN 7 CALENDAR DAYS VERT. N.T.S. FOLLOWING THE INSPECT /ON. DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009DT07 SHT. N0. 07 INLET SEDIMENT BARRIER DETAILS A BACK OF SIDEWALK r A -- CATCH BASIN BACK OF CURB CURB INLET WIRE SCREEN OR --�/ L CONCRETE BLOCK FIL TER FABRIC A 3/4" 0 DRAIN GRAVEL PLAN VIEW (20mm) PONDING HEIGHT CONCRETE BLOCK OVERFLOW E7 WIRE SCREEN OR FIL TER FABRIC \- 2X4 WOOD STUD ' (100X50 TIMBER STUD) CURB INLET 2X4 WOOD STUD CONCRETE BL OCK CATCH BASIN SECTION A - A NOTES 1. USE BLOCK AND GRAVEL TYPE SEDIMENT BARRIER WHEN CURB INLET IS LOCATED IN GENTLY SLOPING STREET SEGMENT, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT J. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY CURB INLET SEDIMENT BARRIER (BLOCK &GRAVEL) DRAIN GRATE VI 5 1a 5� h PLAN VIEW CONCRETE BL OCK GRAVEL BACKFILL CONCRETE BLOCK 0VF1?FL OW WATER WATER — S A VA FA DROP INLET SECTION A - A CKFILL 314" (20mm) MIN NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 59) 2. EXCAVATE A BASIN OF SUFFICIENT SIZE ADJACENT TO THE DROP INLET. 3 THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSL OPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. Legend Phase 1 (Hay Bales or Silt Fence) L _J —J — Phase 2 (Hay Bales) — Phase 3 (Hay Bales or Silt Fence) Silt Fences shall be rated at 195 gpm /ft SILT FENCE (MIN HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH OR ROCK BACKFILL Flo —I TRENCH FABRIC TOE —IN SILT FENCE 6" MIN, STEEL FENCE POST _ MAX. 6' SPACING, MIN. i EMBEDMENT = 1.0' T, WIRE MESH BACKING > >> >> >>>> SUPPORT 4x4— W1.4xW > >> >> >> MINIMUM ALLOWABLE, > >R > >> I CHAIN LINK FENCE FA J:>J IS ACCEPTABLE. PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT WIRE SCREEN OR FILTER FABRIC PONDING HT. \� MATERIAL LIST QUA 48 FIBER OPTIC CABLE 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the 3'x5'x4" MH silt fence fabric to be laid in the ground and backfilled with compacted material. 3'x5'x4' HH 4. Silt fence shall be securely fastened to each support post or to woven wire, which 1.25" H.D.P.E — TOTAL 4" P.V.C. — TOTAL INNERDUCT REVISIONS FIBER CABLE I DATEI CORE INITI LABOR LIST QUAI PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER BLOCK AND GRAVEL F i b e r L i g h t DROP INLET SEDIMENT BARRIER T 6i01 lour & ASSOCIATES CONSTRUCTION NOTES — SILT FENCE FIBER OPTIC CABLE ROUTE 1. Posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of 18 inches. The toe of the silt 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 s flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 2501 S.BUSINESS HWY 121 GRAPEVINE LEWISVILLE, COPPELL 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. DATE: JANUARY 11, 2010 4. Silt fence shall be securely fastened to each support post or to woven wire, which is in turn attached to the support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. REVISIONS 6. Silt fence shall be removed when the site is completely stabilized so as not to block I DATEI DESCRIPTION INITI or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at on approved site and in such a manner as to not contribute to additional siltation. SCALE: HOR. N.T.S. VERT. N.T.S. DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG, NO.10009DT08 SHT. N0. 08 I L ilLJY G R O W REFRE5Ef1 ED Or FLAN5 ARE DA5ED ON RECORD5 '10T ON DOUNDARY SURVEY 6 FIELD EXPOSURES / l i O —�— s Co s s � s a W > > LJ Y Lqv� I 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION 71H Lvo rvv — JIM 410Tvl CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE 1 I • 5' UTILITY EASEMENT � 2 70 +00 2 +0c` I I MacARTHUR BOULEVARD r i i� II r w ` 0 00 PROJECT ID # TOTALS FIBER THIS SHEET - STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E — TOTAL 1.000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght I TECH =C� 8 ASSOCIATES FIBER OPTIC CABLE ROUTEII 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS C7 n Q 00 66 0 0 0 N O CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV55 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 55 �.V 0 'RZ) 27, ti r i i� II r w ` 0 00 PROJECT ID # TOTALS FIBER THIS SHEET - STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E — TOTAL 1.000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght I TECH =C� 8 ASSOCIATES FIBER OPTIC CABLE ROUTEII 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS C7 n Q 00 66 0 0 0 N O CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV55 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 55 �.V 0 'RZ) 27, + rr� I M C7 E Q rn Oi 0 0 N r-I 2501 S. BUSINESSS HWY 121 PROJECT ID # UTILITY G R W REPRESENTED On COPPELL, TEXAS TOTAL PLANS ARE E BASED On RECORDS NOT On BOUNDARY SURVEY 6 FIELD EAP05URE5 FIBER THIS SHEET STA 273 +00 - STA 278 +00 STATIONING CONTRACTOR TO PLACE CONDUIT WITH 24 FIBER CABLE MATERIAL LIST QUANTITI 24 FIBER OPTIC CABLE 600' STA 274 +50 3'x5'x4" MH CONTRACTOR TO PLACE W 3'x5'x4' HH 1 -WI N" W " 1.5 H.D.P.E - TOTAL 1,000' 3'x5'x4' FIBERLIGHT HANDHOLE � / INCLUDE 100' SLACK COIL 4" P.V.C. - TOTAL V = INNERDUCT Z ti FIBER CABLE + / O� I CORE DESIGN P.I. =' r ' ' LABOR LIST QUANTITY 15' UTILITY EASEMENT YT _ W - T �20_ UTIL EASEMENT (Z) PLACE DUCT 8' Q) PULL FIBE F " 8..5' � PLACE MH _..,. y PLACE HH O Ra "- – -- - PLACE MARKER – — -- J 0 274 00 27 00 276 00 277 00 T _ - 27 N + N DESIGN P.I. IF IberLlght e .. r MacARTHUR BOULEVARD � � TECH- C��u�� w � � Z 8 ASSOCIATES u N N FIBER OPTIC CABLE ROUTE a ' - 2501 S. BUSINESS HWY 121 .::.:__...._. ,...,.. ._.. _ . -- COPPELL, TEXAS ...I r ° 10' UTILITY EASEMENT W DATE: 02.20.10 V REVISIONS uj � Q O D DESCRIPTION INITIAL O LL Z W 4 SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN IS DOCUMENT IS If PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN CAUTION: WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT CONTRACTOR TO LOCATE & DWG. N0. 10009PV56 VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 56 M -- - - - - - - -- - - - -- - - -- -- — s - - -- — --- — FIBER CABLE _ - -... CORE -�.., LABOR LIST QUANTITY f.. PLACE DUCT .� t . _•.. -..._ . f 3_ _ ... �... »._ i __ _ PULL FIBER "� -- ` - - - - -- -- - - - - -- -- - - - - -- - - - - - -- - - - -� PLACE MH -� � I PLACE HH PLACE MARKER E .. J t i _ 3 t I o r I F n h t ? n Q m N Iii 0 0 0 0 m 11 CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACS] NT DWG. N0.10009PV56A TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 56A u E Q N 0 0 0 N O M UTILITY 6 R O W REPRE5ENTED Oh F'LAN5 ARE BA5ED ON RECORD5 NOT ON BOUNDARY SURVEY 6 FIELD EXPOSURES 20' UTILITY EA O �j �L co o - ^ y� v1 ti r � V y I , IT •� :. ti 1 8.5' , Q J co z W 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS I �i i I I + ,r , w DIM L /OTVV - JIH LOJTVI CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE 0 O O� `�. ST 82 +75 �~ DE G .. P. 1. 1 5' UTILITY EASEMENC — — — - 2.5'13.5' - -- ss 281 00 ss STA.282 +50 s 27 "RCP DESIGN P.I. s S # s MacARTHUR BOULEVARD 279 00 280 }00 CP s s � s s x < \Ll7 zW z o W a �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION O O co Co I PROJECT ID # TOTALS FIBER THIS SHEET- STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLlght I T NCH= ��ioup 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS - .�.- w_ .. .. . SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER C INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV57 TEXAS EX AVATION SAFETY SYSTEM SHT. N0. 57 NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION (DATE: 02.20.10 1 REVISIONS DATEI DESCRIPTION IINITIALI Q kD N C) 0 0 0 C) 0 N M UTILITY 6 R O.W REPRESENTED ON I PLRN5 RRE N95ED ON RECORDS NOT ON BOUNDARY SURVEY 5 FIELD EXPOSURES CONTRACTOR TO PLACE 3'x5'x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL v O W 0 J O 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS J STA 283 +00 — STA 288 +00 CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE PARKING AREA f — ss - 2ab�oo -� _ `� �c:LHOX s s s s— MacARTHUR BOULEVARD HOMES � I' CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION �1 i PARKINCs AREA TOTALS FIBER THIS SHEET STATIONING CONDUIT s MATERIAL LIST QUAN' 0 X 10.5' 3'x5'x4" MH C1� Rn� co 00 1,00( C� ss - '- ._._ -... _..._. CC�+ ss� -2 +00 �l C ORE LABOR LIST QUAN1 PLACE DUCT Q) ]On PULL FIBER + o PLAC MH w PLACE HH w v O W 0 J O 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS J STA 283 +00 — STA 288 +00 CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE PARKING AREA f — ss - 2ab�oo -� _ `� �c:LHOX s s s s— MacARTHUR BOULEVARD HOMES � I' CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION �1 ;"I� s— PROJECT ID # s, TOTALS FIBER THIS SHEET STATIONING CONDUIT s MATERIAL LIST QUAN' 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E — TOTAL 1,00( 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUAN1 PLACE DUCT Q) ]On PULL FIBER + o PLAC MH PLACE HH PLACE MARKER ;"I� s— Y Q Z > wp J 0 •® V1 Fiber LIght i TECH= Crrho� u� $ASSOCIATES E--m I FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS I DATEI DESCRIPTION IINITIAJ SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV58 TEXAS EX AVATION SAFETY SYSTEM SH T. NO. 58 s— s, s s s s s Y Q Z > wp J 0 •® V1 Fiber LIght i TECH= Crrho� u� $ASSOCIATES E--m I FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS I DATEI DESCRIPTION IINITIAJ SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV58 TEXAS EX AVATION SAFETY SYSTEM SH T. NO. 58 UTILITY E R O W REPRESENTED ON PLAN5 ARE BASED ON RECORDS NOT ON BOUNDARY 5URVEY fi FIELD EXPOSURES o_ 0 0� 03 Co ul t a U H _ wh 3 ' 8' — �` — ss � 55 .1 G' PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E — TOTAL 1,000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER sl 29 +00 ss s s s O s Ste- S Ov S- MacARTHUR BOULEVARD 77777 F40MES J w r —G� \ ss REVISIONS DATE I DESCRIPTION I INITIAL (D n E a N f7 Cl 0 N 0 0 N M I� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION Fiber Llgh�tj TECH= 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS IDATE: 02.20.10 1 SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV59 TEXAS EXCAVATION SAFETY SYSTEM SHT. NO. 59 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS STA 268 +00 — STA 264 +00 F TRACTOR TO PLACE 2 -1.5" H.D.P.E. H 24 FIBER CABLE C7 r-, n. C. 0 N f UTILITY 6 R.O.W REPRE5EFITED ON PLfRN5 RRE B(95ED On RECORDS. NOT ON 15OUND9RY SURVEY Fj FIELD EAFOSURE5 O O 0) N [ti I E I ► i CONTRACTOR TO PLACE 3'x5'x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL ss ss I� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. BUSINESSS H 121 COPPELL, TEXAS NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION O O Oo m a h PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E — TOTAL 1,000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FiberLIgh_t I TECH = 8 A330GIATE3 FIBER OPTIC CABLE ROUTE 1 2501 S. BUSINESS HWY 121 COPPELL, TEXAS IDATE: 02.20.10 1 0p =0 U. REVISIONS w a DATEI DESCRIPTION JINITIAL 0 SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV60 TEXAS EXCAVATION SAFETY SYSTEM SHT. NO. 60 (D a 0 a) N O 0 N UTILITY 6 R.O W. REPRESENTED Oil l 1 PLAN5 ARE B1`15ED ON RECORDS j NOT ON BOUNDARY SURVEY 6 FIELD EXPOSURES 18.5' 5' X O �' 7 STA 289 +00 - STA 302 +01 r R ONTRACTO TO PLACE 2 -1.5" H.D.P. E. ITH 24 FIBER CABLE �w V l� ti HOMES f _1 UTILITY- EASEMENT 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS 300 00 301 00 '. � • S � 5 M acARTHUR 4 BOULEVARD HOMES f � c m Q � V — X3 0 "RCF.M. ss / A 18' T 0 IA k 15' UTILITY EASEMENT CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION O O 1 O C7 H x v H 0 PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light I T ECH=�jroup 8 A330CIATE9 FIBER OPTIC CABLE ROUTEII 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS IDATEI DESCRIPTION IINITIAAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009PV61 TEXAS EXICAVATION SAFETY SYSTEM SHT. N0. 61 Ql M (D n a rn N N 0 0 N 0) M MOTE UTILITY & R.O.W. REPRE5ENT D PLAN5 FIRE 13fi5ED ON RECORDS I'IOT ON BOUhDRRY SURVEY 5 FIELD EXPOSURES tt� V � ti Q ' J W �j co O m V 4 0j� I' CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION HOMES J HOMEv J ® PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIT, 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght 0 0 TECH =C��o M O 8 ASSOCIATES ` J FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS C~ (DATE: 02.20.10 1 REVISIONS I DATEI DESCRIPTION INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV62 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 62 DOTE _ UTILITY IJ R.O W REPRE5ENTED ON PLnN5 ARE BA5ED On RECORDS NOT ON BOUNDARY SURVEY j 5 FIELD EXPOSURES Q) Q) ti 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS NOME (DATE: 02.20.10 1 CD n a v N 0 0 N II CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES — PRIOR TO CONSTRUCTION "RCP I I ti h S PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000' 4' P.V.C. - TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light TECH =�up 8 A330CIATE9 FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV63 TEXAS EXOAVATION SAFETY SYSTEM SHT. NO. 63 1 ,a ; UTILITY E R.O W REPRESENTED ON FLf9N5 RRE 5n5ED On RECORDS NOT ON BOUNDARY SURVEY 6 FIELD EXPOSURES Q) Q) n 5. NOTE CONTRACTOR TO MAINTAIN (DATE: 02.20.10 1 u �13 Sl N O C) 0 N 0) CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS I -TOMES Q) ti rs PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Ligh�tj TECH= 8 A330CIATE9 FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS I DATEI DESCRIPTION IINMAL SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV64 TEXAS EXCAVATION SAFETY SYSTEM SHT. NO. 64 M C7 n CL CL V 0 N 0 0 N M UTILITY 6 R.O.W REPRE5EHTED ON PLAN5 ARE BA5ED ON RECORDS NOT ON BOUNDARY SURVEY 5 FIELD EXPOSURES 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS CIA JI /TUV - ZIA JLLTVI CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE 0 Q) cyD co I ti C~ HOMES HOMES l i NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION i i 11 A CAUTION: 7;�' CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TEXAS SAFET PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANT 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTI PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLlght I TECH= �'jio� u� 8 A330CIATE3 FIBER OPTIC CABLE ROUTE i 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS DATEI DESCRIPTION IINITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT S PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV65 EXCAVATION �,& SYSTEM SHT. NO. 65 C\2 I ti UTILITY & R.O.W REPRE5EMTED ON PLfin5 RRE Bfi5ED On RECORDS j MOT ON BOUMDnRY 5URVEY 6 FIELD EXP05URE5 v 1 i ti V HOMES 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS STA 322 +00 - STA 327 +00 REVISIONS IDATEI DESCRIPTION INITIAL n a Ln Ln 00 0 0 N U I i CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION TEXAS SAFET PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light cv co v 1 I ti V TECl.iFT u 8 AS80CIATE9 FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMA ON IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV66 EXCAVATION A SYSTEM SHT. NO. 66 ('l HOMES HOMES V DOTE UTILITY 6 R.O.W REPRESENTED O PLf9N5 RRE Bf95ED ON RECORDS NOT ON BOUNDARY SURVEY 6 FIELD EXPOSURES L- - � Q) Q) Pq ti V C~ (DATE: 02.20.10 1 I� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES - PRIOR TO CONSTRUCTION REVISIONS DATEI DESCRIPTION IINITIAL C7 n a Ln u, 0 0 N M 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS POND f NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION J PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANIIT' 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTM PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLight I T EC H = - 7 7 > 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV67 TEXAS% EXOAVATION SAFETY SYSTEM SHT. NO. 67 rIOTE UTILITY 6 R. W. REPRE5ENTED ON PLANS ARE BA5ED ON RECORDS NOT On BOUNDARY SURVEY 6 FIELD EXPOSURES. N c o C/2 I ti U h (DATE: 02.20.10 1 00 N 0 0 N m �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS HOMES J HOMES f NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION CONTRACTOR TO PLACE 3'x5'x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL ® PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER l O I ' FIberLight I TECH =� 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 1 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER O INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV68 TEXAS EX AVATION SAFETY SYSTEM SHT. N0, 68 M UTILITY 5 R O.W. REPRE5EhTED 01'i PLAN5 ARE BA5ED On RECORDS. NOT ON BOUNDARY SURVEY 6 FIELD EAP05URE5. '4• Cr Cr E 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS Q) Y Y r PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST 24 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER 500' 1,000 QUAN11 FIberLight I TeiCH =C S ASSOCIATES FIBER OPTIC CABLE ROUTEII 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 C7 n a 00 0 0 N NOME I� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION HOMES � REVISIONS DATEI DESCRIPTION IINITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV69 TEXAS EXICAVATION SAFETY SYSTEM SHT. NO. 69 01 M UTILITY Fi R O W REPRE5ENTED ON PLAN5 ARE BA5ED ON RECORDS NOT ON BOUNDARY 5URVEY 6 FIELD EXPOSURES d' cy) a i W a v h HOMES / PARK f (DATE: 02.20.10 1 C7 a 00 7i 00 N 0 0 N M HOME �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION ' I 1 I I 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS 15' UTILITY EASEMENT a w Q J J_ HOMES l O Q) co i ti h DWG. NO. 10009PV70 TEXAS EX AVATION SAFETY SYSTEM SHT. N0. 70 PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5' H.D.P.E — TOTAL 1,000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light I TECH 8 ASSOCIATES FIBER OPTIC CABLE ROUTEII 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS I DATEI DESCRIPTION IINITIALI SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMA ON IN THIS DOCUMENT I PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT STA 344 +50 F ACTOR ONTR TO PLACE 4' FIBERLIGHT HANDHOLE LUDE 100' SLACK COIL STA 342 +00 — STA 347 +00 (MOTE UT ILl rJ R O.W REFRE5ENTED Oh FLAN5 ARE 5A5ED On RECORDS NOT ON BOUNDARY 5URVEY Fi FIELD EXPOSURES. O O Co v 1 I W a U C~ PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST 24 FIBER OPTIC CABLE 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST PLACE DUCT PULL FIBER PLACE MIA PLACE HH PLACE MARKER 500' 1 QUAINT] Fiber Llght I TECH =�u> 8 A330CIATE3 FIBER OPTIC CABLE ROUTE I 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS 1 NITIAL LD n E a O co N 0 0 N II CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION G m 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS POND J L m Ip O CID c o - 1 I ti Cti SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV71 TEXAS EXICAVATION SAFETY %a SYSTEM SHT. NO. 71 NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION ('r7 ZIA 04 1tVV — JIA OD/ CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE POND �� C7 a 00 N 0 0 N UTILITY 6 R.O W REPRESENTED OIl FLAN5 ARE BA5ED ON RECORDS NOT ON BOUNDARY SURVEY 5 FIELD FXP05URE5 0 0 Lc r I• V G F II CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES — PRIOR TO CONSTRUCTION 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS Q) co J PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANIT PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLight TECH= C��io u� 8 ASSOCIATES , FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 02.20.10 1 REVISIONS I DATEI DESCRIPTION IINITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV72 TEXAS EXCAVATION SAFETY SYSTEM SHT. NO. 72 M � L/ UTILITY 6 R O.W REPRE5ENTED Oh PL191'15 ARE 5A5ED On RECORDS NOT Oh BOUNDARY SURVEY 6 FIELD EXPOSURES. 0 M I i HOMES J Q) co I ti L� (DATE: 02.20.10 1 Lai a 0 N O 0 N m I -{ONES f �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES — PRIOR TO CONSTRUCTION 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS NOTE CONTRACTOR TO MAINTAIN 72" OF COVER THROUGH ALL INTERSECTION Q li. Q 0.. PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLlght I T ECH= �irou�> 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV73 TEXAS% EXZ,AVATION SAFETY SYSTEM SHT. NO. 73 PAWING � UTILITY E R O.W REPRE5ENTED On PLPN5 PRE 5195ED ON RECORDS NOT On BOUNDPRY SURVEY E FIELD EXPOSURES M h I ti i IDATE: 02.20.10 1 (D ti r� N 0 0 N Q w PARKINCs f I� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. BUS INESSS HWY 121 COPPELL, TEXAS Q) Q) cyD i Pq ti ® PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 400' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 800' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER womw FIberLlgh�tj TECH =� 8 ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS REVISIONS DATE I DESCRIPTION INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED. COPIED. REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV74 TEXAS EX AVATION SAFETY SYSTEM SH T. NO. 74 M N OTE FPLAN TY 6 R.O W REPRE5E17TED ARE BASED ON RECORD5] OT Oh 60UhDARY SURVEY 6 FIELD EXPOSURES MA TCHLINE — ST A. �v. �— -- c - - -_ 4 "GAS 10 "Ss 24 CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 2501 S. 365+00 I L I J I 0 I I V $ BUSINESSS HWY 121 COPPELL, TEXAS NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION PARIGINGs AREA J c o S AN DY LA RO AD F... STA 365 +00 -STA 370 +00 O CONTRACTOR TO PLACE () 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE W m C C PARKINCx Y AREA / -- \ 4 „ GAS c c c O c ' PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIn 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E — TOTAL 1,000 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER c 1 . I `\ :9 10•ss— T 367 +00 —w 10 vv w w w N w 16 - w_� -30"W W ww 30"W I ss ss 10 "SS W ss 5 ss 14' 368 +00 369 +00 37 6 --1 w — 36"W w 36"W ...T ® w - CID -- RAi — w ... -.� w.. ..... w.... w ..., ... ............. w STA 367+17 CONTRACTOR TO PLACE 3'x5 "x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL FiberLight TECH 8 AS S OC IATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART IMTHOUT WRITTEN i CONSENT FROM ACSI NT DWG. NO. 10009PV53 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 75 I1OTE UTILITY 6 R W. REPRESENTED ON PLRNS ARE Bfi5ED ON RECORDS NOT ON BOUNDARY 5URVEY Fi FIELD EXPOSURES. 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS FIberLight TECH A ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS )ATE: 02.20.10 REVISIONS )ATEI DESCRIPTION IINITIAL C7 d- m 0 0 0 0 M II CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION SCALE: HOR. 1 =40 VERT. 1 =40 PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 400' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 800' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER DISCLAIMER C INFORMATION IN TH S DOCUM NT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT TEXAS EX AVATION SAFETY SYSTEM DWG. NO. 10009PV75 SHT. NO. 75A rIOTE 1 II UTILITY 6 R O W REPRE5ENTED ON NOTE: PLAP15 ARE Bf 15ED ON RECORD5 NOT ONE3OUhDARY5URVEY CONTRACTOR TO PLACE 6 FIELD EXPOSURES CONDUIT 18" BELOW ALL INLETS CD Q) OO 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS LANDMARK NURSERY 5 G - - 4 G c C - 1 ) ) I ~ 00 372 +00 1 J /VtUU — ',IA J /Jt CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE 0 O PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E — TOTAL 1,000' 4" P.V.C. — TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTI PLACE DUCT PULL FIBER Ln 4 "GAS c c PLACE MH CYJ PLACE HH PLACE MARKER 6"W SANDY LAKE ROAD ss 8 "SS ss ss ss 15' S' 373 +00 374+00 . �I 1 / - b (500') M w w w— r— 36"W _ w -- Mr -- Nr -- R/1• -- 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 UNIVERSAL 5ATORE LEARi`IING i �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION w w FIberL19ht s= ti T L-0F �fioup & ASSOCIATES -- w FIBER OPTIC CABLE ROUTE TEXAS SAFET REVISIONS I DATE1 DESCRIPTION IINITIAJ SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER C INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV76 AVATION SYSTEM SHT. NO. 76 G 1 "RC 1 11 1 ss 10 "SS ® ss 4' 1 15' 371 +00 IIVIC I UTI: O W REPRESENTED On PE BRBED Oh RECORDS NOTE: 50UNDnRY SURVEY CONTRACTOR TO PLACE EXPOSURES. CONDUIT 18" BELOW ALL INLETS O O Co - — tir— NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION STA 375 +00 - STA 380 +00 PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL VERIFY ALL EXISTING UTILITIES INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Llght TE=CH-C� & ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 a 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS LANDMARK NURSER? J UNIVERSAL SATORE LEARNINCs y N CAUTION v CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES o PRIOR TO CONSTRUCTION o REVISIONS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT IDWG. NO. 10009PV77 TEXASN EXZ,AVATION SAFETY SYSTEM SHT. NO. 77 UTILITY 6 R.O W REPRESENTED On PLAI'15 ARE BASED ON RECORDS NOT ON BOUNDARY SURVEY E FIELD EXPOSURES NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS STA 380 +00 — STA 385 +00 C PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT FIberLlght I TECH = - & ASSOCIATES E-, FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 i n CAUTION: a CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES => PRIOR TO CONSTRUCTION V D l SINCsLE FAMILY SUBDIVISION � NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV78 TEXAS EXCAVATION SAFETY SYSTEM ISHT. NO. 78 MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER FIberLlght I TECH = - & ASSOCIATES E-, FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 i n CAUTION: a CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES => PRIOR TO CONSTRUCTION V D l SINCsLE FAMILY SUBDIVISION � NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV78 TEXAS EXCAVATION SAFETY SYSTEM ISHT. NO. 78 MOTE UTILITY Fj R.O.W. REFRE5ENTED ON PLf rl5 ARE 5A5ED ON RECORDS f NOT On BOUNDARY SURVEY 5 FIELD EXPOSURES 0 co CYD I 11 NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS CTA ZOC inn — CTA TCln— %rN � I [ti FIberL19ht I N TECH =C� & A SSOCIATE E, FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS Ln CAUTION: v CONTRACTOR TO LOCATE & TEXAS o VERIFY ALL EXISTING UTILITIES o PRIOR TO CONSTRUCTION SAFET CD 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS REVISIONS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV79 EX AVATION SYSTEM SHT. NO. 79 PROJECT ID # • TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE C ORE LABOR LIST QUANTITY PLACE DUCT C) PULL FIBER PLACE MH PLACE HH C� PLACE MARKER � I [ti FIberL19ht I N TECH =C� & A SSOCIATE E, FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS Ln CAUTION: v CONTRACTOR TO LOCATE & TEXAS o VERIFY ALL EXISTING UTILITIES o PRIOR TO CONSTRUCTION SAFET CD 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS REVISIONS SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV79 EX AVATION SYSTEM SHT. NO. 79 cD E Q- 0 Ln v SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, ' COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0.10009PV79A TEXAS EX AVATION SAFETY 4 SYSTEM SHT. NO. 79A noTE UTILITY 6 R O W REPRE5ENTED On PLANS ARE 6A5ED ON RECORDS ' NOT ON BOUNDARY SURVEY E FIELD EXPOSURES O (( C J 11 NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS n N I I I I I I I I I 6 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS r w w 60"W w w •w w w w w OPEN FIELD ' lop s� " 42"W " 15' 5' " Jw DO U� I 'A 70 \ V I A m 'fl NOTE CONTRACTOR TO VERIFY DEPTH OF ALL UTILITIES PRIOR TO CROSSING C� 00 ti SANDY LAKE ROAD - T7 , STA 390 +00 - STA 395 +1 CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE 9, PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, 3'x5'x4' HH COPIED, REPRODUCED OR DISCLOSED IN 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL CONSENT FROM ACSI NT INNERDUCT DWG. N0. 10009PV80 FIBER CABLE CORE SYSTEM LABOR LIST QUANTI PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER ' FiberL19 t r 5 ' 2' 39 M. --+- NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH I ALL INTERSECTION JAS CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION T&CH_C� a ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS (DATE: 03.5.10 1 I REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VER T. 1=40 DISCLAIMER Al INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. N0. 10009PV80 AVATION SYSTEM SHT. N0. 80 UTILITY 5 R.O W REFRE5ErITED ON PLANS ARE 6A5ED ON RECORDS NOT ON 5OUNDARY SURVEY fi FIELD EXPOSURES. O M Eb M rn CYD N ABANDONED 3"W I� N 3' 5, 00 5 I I T I n CAUTION: cmTRAC:TOR TO LOCATE & VERIFY ALL EXISTING UTILITIES v PRIOR TO CONSTRUCTION 1 1 NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS 396 +00 (200')� rn o v � i m N m 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS NURSING HpME' M E ,ON a k 59 800 597 + '" 6" RCP_s 3 s • M A s IC 4 l STA 367 +17 CONTRACTOR TO PLACE y et �a C1 a a 15 ' . o 39 9Ngo �� o 1� 3'x5 "x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL / NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION STA 395 +00 - STA 400 +00 CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE i _ NOTE CONTRACTOR TO VERIFY DEPTH OF ALL UTILITIES PRIOR TO CROSSING PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH PLACE MARKER Fiber Light I 41 '_- TL- CH s�u� FIBER OPTIC CABLE ROUTE 1 2501 S. BUSINESS HWY 121 COPPELL, TEXAS IDATE: 03.5.10 1 REVISIONS DATE I DESCRIPTION I INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN All WHOLE OR IN PART WTHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV81 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 81 UTILITY Fi R O W REPRESENTED ON PLAN5 ARE DA5ED On RECORD5 NOT NOT ON DOUrIDARY SURVEY 6 FIELD EXPOSURES CO _ CONDU IE :i I� E: NTRACTOR TO PLACE IT 18" BELOW ALL INLETS w w w w.--- Nur�s l(�lCs E�or1� 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS . w w Ln Ln CAUTION: v CONTRACTOR TO LOCATE & C) VERIFY ALL EXISTING UTILITIES o PRIOR TO CONSTRUCTION o- 15 4 ' -- PA— TA 400 +00 - STA 405 +C CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE TEXAS E SAFETY SANDY LAKE ROAD (500') ,1 W W ( 1 j� I PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT WW MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH SANDY LAKE ROAD (500') ,1 W W ( 1 j� I _ I v 1 Fiber LIght TECH -C�hn [ 8 ASSOCIATES I FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS IDATE: 03.5.10 1 REVISIONS SCALE: HOR. 1 =40 VERT. 1=40 DISCLAIMER a INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV82 AVATION SYSTEM SHT. NO. 82 PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTITY 24 FIBER OPTIC CABLE 500' 3'x5'x4" MH 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH ll�- PLACE MARKER _ I v 1 Fiber LIght TECH -C�hn [ 8 ASSOCIATES I FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS IDATE: 03.5.10 1 REVISIONS SCALE: HOR. 1 =40 VERT. 1=40 DISCLAIMER a INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV82 AVATION SYSTEM SHT. NO. 82 UTILITY & R O W REPRE5EhTED ON PLAI'I5 ARE 3A5ED OM RECORD5 hOT Orl BOUMDARY SURVEY IJ FIELD EXP05URE5 w 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS w w w w w w w w w w w PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIT) 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL F INNERDUCT FIBER CABLE CORE 60"W w w w w w w w w w w w 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS w w w w w w w w w w w PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTIT) 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH 3'x5'x4' HH 1 1.5' H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE 60"W w w w w w w w w w w w LABOR LIST QUANTITY PLACE DUCT PULL FIBER PLACE MH PLACE HH w IPLACE MARKER d w .. w w 42 w w w w w w -w w w w w w w w w w C/) we.3"W w SANDY LAKE ROAD w w w w w w v1 15' 4' C .. - - + , w , w w 407+00 12"W w .,.... w 408 +00 w w 409 +00 w w w 41 v _._._:.._( -- - - -- CONTRACTOR TO PLACE 3'x5 "x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION FIberLight I T NCH- � & ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS DATE: 03.5.10 'A 405 +00 - STA 410 +00 CONTRACTOR TO PLACE REVISION 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE I DATE I DESCRIPTION IINI TIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER o INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV83 TEXAS EX AVATION SAFETY SYSTEM SHT. NO. 83 NOTE II UTILITY E ROW. REPRE5ENTED ON NOTE: PLAI75 ARE B195ED ON RECORD5 NOT On BOUNDARY 5URVEY CONTRACTOR TO PLACE 5 FIELD EXP05URE5 CONDUIT 18" BELOW ALL INLETS J 60"W I w w w—I ti w 421V ;. w 3 "YV w 15' 4' 2 "w -r s n C Z STA 410 +00 - STA 415 +00 CONTRACTOR TO PLACE 2 -1.5" H.D.P.E. WITH 24 FIBER CABLE N . N. I , I I, STA 414 +00 CONTRACTOR TO PLACE 3'x5 "x4' FIBERLIGHT HANDHOLE INCLUDE 100' SLACK COIL NOTE CONTRACTOR TO MAINTAIN 72" MIN. COVER THROUGH ALL INTERSECTION m a CAUTION: v CONTRACTOR TO LOCATE & CD VERIFY ALL EXISTING UTILITIES CD PRIOR TO CONSTRUCTION CD 2501 S. BUSINESSS HWY 121 COPPELL, TEXAS w w w es w w w w —T"' w w w w r w w , ee l ® • .A w ■ w �. � SANDY L R -- - N� N 1c s n ° — O 414 +00 w s - -w w w S A114.00 — s PROJECT ID # TOTALS FIBER THIS SHEET STATIONING CONDUIT MATERIAL LIST QUANTI 24 FIBER OPTIC CABLE 600' 3'x5'x4" MH DESCRIPTION 3'x5'x4' HH 1 1.5" H.D.P.E - TOTAL 1,000' 4" P.V.C. - TOTAL INNERDUCT FIBER CABLE CORE LABOR LIST QUANTI PLACE DUCT PULL FIBER VERT. 1 =40 PLACE MH INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT PLACE HH SHT. NO. 84 PLACE MARKER FIberLight TECH & ASSOCIATES FIBER OPTIC CABLE ROUTE 2501 S. BUSINESS HWY 121 COPPELL, TEXAS i TEXAS EX AVATION SAFETY SYSTEM DATE: 03.5.10 REVISIONS DATE DESCRIPTION INITIAL SCALE: HOR. 1 =40 VERT. 1 =40 DISCLAIMER INFORMATION IN THIS DOCUMENT IS PROPRIETARY AND SHALL NOT BE USED, COPIED, REPRODUCED OR DISCLOSED IN WHOLE OR IN PART WITHOUT WRITTEN CONSENT FROM ACSI NT DWG. NO. 10009PV84 SHT. NO. 84