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AboveNet-PT100616A copy of the approul CC: Applicant Public Works Permit File Orig. to Project File ! / permit must be on the Job site at all times. T 1H E • C I T Y O F Page I of 4 ItOPPELL Rev. 11/07 06-0 1 - 1 0 P1 2:31 1 N RI -OF -WAY USE PERMIT APPLICATION rrHuww _ 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. W,-; Applican t's Job # /Work Order # PERMIT FEE: (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: DSO , f I ✓oIV (20 /x General Contractor: ���r� /e %GOB Contact # C Permit issued to Company / Representative: s Address: /3 4 44-7 77.- Telephone #: ,7 �/Ll , 72 - 2"Amergency Telephone #: -'2/4/ Utility Company Represented: Oncor Electric Delivery ❑ Atmos Energy ❑ Verizon ❑ SBC/ AT &T Time Warner Cable ❑ CoSery Electric /Gas ®°Other �l/��� �jjy� , Description of Work (provide four [41 sets of plans): Jn accordance wi�hOrd. No. 2001 -944. Estimated Start Date L L- / /DEstimated Completion Date* !/ * 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 ➢ Is removal of existing streets, alleys, or sidewalks necessary? YES ❑ if YES, must have City 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. affected must be restored to as eood condition as before the vegetation, and erosion control). To schedule Public Works final inspection (Page Of (gFading, y call 972462 -51 ➢ Any excavation requiring closing of a street /alley must be reported prior to clo ' to the 911�vi rr Police Department @ 972 - 304 -3600 Fire Department @ 972 - 304 -3500 Street Department @ 972 - 462 -5150 Engineering Department @ 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. IF 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.) Signature of Utility Company Representative Signature of Contractor Representative Printed Name P nted l e Jill • Da te r ►f O /L AA EAe['L4 kt Sig a e 'ty Representative Printed Name Date u ➢ Comments: ya ✓ Al't Cr%» v+c, i} 11 L CJAIL)V � 1unn f„ld2d:ts- ➢ 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. AboveNet 750 CANYON DRIVE COPPELL, TEXAS PREPARED BY: T & C H 8 ASSOCIATES #10076CS01 .. MAP SHEET PROJECT ROUTE rl i •±l r �. 02POd kl rosoft Gore. and /or its sjppliers. WI ngNt5 reserved PREPARED BY: & ASSOCIATES Ab®veNet #10076MS01 mawmzmmmd 750 CANYON DRIVE COPPELL, TEXAS Lewisville BUS 121 � )%j, - a Ln_:T Sha�;Craek a .._ _. _ ......- .._......... • � F Flower Mound Barrybrook /l Y PROJECT ROUTE rl i •±l r �. 02POd kl rosoft Gore. and /or its sjppliers. WI ngNt5 reserved PREPARED BY: & ASSOCIATES Ab®veNet #10076MS01 mawmzmmmd 750 CANYON DRIVE COPPELL, TEXAS MAP SHEET f ; Flower. Ma - Enterprise Ot; . d B;rrybrook i � • ti� j PROJECT ROUTE rlr�+ TI BLfnrift"7� �. �� - V fC54 d m PREPARED BY: TECH F & ASSOCIATES AboveNet 750 CANYON DRIVE COPPELL, TEXAS #10076MS01 Grapevine y.. f fey Dr .. ..� v OX .....Q Copper F VV Parkway? l Pvtmy�xd,. Dr— _:e- --._..�..� O i d B;rrybrook i � • ti� j PROJECT ROUTE rlr�+ TI BLfnrift"7� �. �� - V fC54 d m PREPARED BY: TECH F & ASSOCIATES AboveNet 750 CANYON DRIVE COPPELL, TEXAS #10076MS01 INDEX SHEET PREPARED BY: T NCH- C�fio� 8 ASSOCIATES AboveNet"' 750 CANYON DRIVE COPPELL, TEXAS # 100761S01 AboveNev" CONTACT SHEET - 'DRAWING INDEX ABOVENET CONTACTS DRAWING INDEX CITY MANAGER DESCRIPTION SHEET NAME _-_----- - -- ___ FILE NAME PACE NUMBER TOMMY CAPPS (214) 252-7939 . ..... ... ........ ............ . ...... ...... .... . . ... ......... ........... . ...... ... . ... ............... COVER SHEET j csol 10076CS01.dwg SENIOR PROJECT MANAGER MAP SHEET j msol 10076MSOl.dwg 2 INDEX SHEET Isol 100761S01.dwg 3 RICH KEELE (214) 252-7927 CONTACT/DRAWING INDEX (THIS SHEET) CT01 10076CT01.dwg 4 ------ ----- GENERAL NOTES GNOI 10076GN0I.dwg ....... . .. . ...... . . . . . . .......... . .................... . ............... .... ................ MATERIAL RAKE-OFF SHEET M RO 1 1 0 076M ROl.dwg I 6 FIBER SCHEMATIC SHEET FS01 10076FS01.dwg 7 ... . ...... ......... ........ DETAIL SHEETS 1-10 DT01-DT10 ------ . 10076DT1-10.dwg .. .... . . . .......... . ... . ..... ....... . ... . ... . . . .......... 8 -17 BUILDING CONTACTS . ......... ............. . OSP/ISP DESIGN SHEETS PV01-06 .. .. . ...... . ................... 10076PV1 -6.dwg 18-19 BUILDING CONTACT(S): .... . ......... . .. . . . ......................... .... . ........ . .. .... . ..... . ......... ............. . . . ............ ..... ... .... ­......- . . . ......... ...... ......... ........... . ......... . ..... .... .............. . ....... .. ............. .......... . ..... ... ..... ... ...... ...... ....... xxxxx (XXX) xxx-xxxx BUILDINGENGINEER(S): ... . ......... - ---- ­ ­ ... .. . . ........ ........ .. . - ------------ ............ .... ......... ..... . ..... .. .. ......... . . ..... ........ . ...... . ...... . ..... .. xxxxx (XXX) XXX -XXXX ............ . ..... ...... . ......... . .......... ... ..... .. . ... ... ........ ENGINEER CONTACTS PERMITTING AGENCIES ENGINEERING FIRM: TECH GROUP & ASSOCIATES, INC. (972) 613-0881 4019 N. GALLOWAY AVENUE SUITE A MESQUITE, TEXAS 75150 ENGINEERING CONTACT: CHARLES MARTINEZ (214) 317-5452 CONSTRUCTION CONTACTS CONSTRUCTION FIRM: TO BE DETERMINED (XXX) XXX-XXXX CONSTRUCTION CONTACT: TO BE DETERMINED (XXX) XXX-xXxX SPLICING FIRM: REV DESCRIPTION BY APVD DATE E; 750 CANYON DR IVE COPPELL, TEX TO BE DETERMINED (XXX) xxx-xxxx TEEGS BUILDING CONNECTION 4 & ASSOCIATES Above Net ­V_ AND NOT I. _'N_N REY Rr I DRAWN T11A RE .' CWIM REP=Cn 1 -1 ApPv 10076CT01 "C 1. � X CONTACT 48 HOURS PRIOR TO CONSTRUCTION INSCLOSIM IN ­T REYOATE SHEET I OF I ; AboveNev CONTACT SHEET - DRAWING INDEX ABOVENET CONTACTS DRAWING INDEX CITY MANAGER DESCRIPTION SHEET NAME ! FILE NAME PAGE NUMBER TOMMY CAPPS (214) 252 -7939 ___ .. . _ -. _ _....... _ ..... .. . . ........ f,....._ ..___... __._.... _. COVER SHEET j CSO1 1 10076CS01.dwg 1 -- SENIOR PROJECT MANAGER MAP SHEET i MS01 10076MSOldwg 2 -- -__ -------- INDEX SHEET I IS01 100761S01 dwg 3 RICH KEELS (214) 252 -7927 -.._. ... _ - _ _ . _.._ _. .f...._. ... ._.. __..... _ ...____ - . _ .... .. -_. - -_._ .. ... CONTACT /DRAWING INDEX (THIS SHEET) CT01 10076CT01.dwg 4 GENERAL NOTES �.._........_ GN01 10076GN01.dwg 5 . _ ...... _. _... - - -_.. _ .._ .._.. MATERIAL RAKE -OFF SHEEP MR01 10076MR01dwg i 6 FIBER SCHEMATIC SHEET FS01 10076FS01.dwg 7 - .._ _ _ _ ._ _ _.._.__ ..... . ........ ..._. - - _... _..... .. _.__.. ....... DETAIL SHEETS 1 -10 DT01 -DT10 10076DT1- IO.dwg 8 -17 ... - ... _ . _. __ -__ _ _ __ .__...._..._ ___.. _ __._._..... -.... ___ . ..... .. . ........ _ . .. ......... ...._.. _.._._._.__._._ ._...._ N SHE PV01 -06 10076PV1 -6.dwg 1 - 19 BUILDING CONTACTS OSP /ISP DESIGN - - - -- -- BUILDING CONTACT(S): i .... _.... . ....._ ...... .. _._ ... _. _....._....._... xxxxx (XXX) xxx -xxxx - - - -- __ -- — - - -- -- - - -- - --_ -- _ _ - - -- —_ —_ - - - -- - - -- - ._ —._.._ . _ _ _ - -- ..- - - - - - -- - - -- -- - - -- - -- BUILDING ENGINEER(S): _._ _.._.._ _ .......... . _ -_ _. _..... ..- -- - - - - - -- .... - - -. _.. _ . _ - - - - -- - -- - �. _. - ... _...._. .... -- - - xxxxx (XXX) xxx -xxxx _.... _ _ . _....- - -..._ . _ _,__ .. I ENGINEER CONTACTS PERMITTING AGENCIES ENGINEERING FIRM: TECH GROUP & ASSOCIATES, INC. (972) 613 -0881 4019 N. GALLOWAY AVENUE SUITE A MESQUITE, TEXAS 75150 ENGINEERING CONTACT: CHARLES MARTINEZ (214) 317 -5452 CONSTRUCTION CONTACTS CONSTRUCTION FIRM: TO BE DETERMINED (XXX) XXX -XXXX CONSTRUCTION CONTACT: TO BE DETERMINED (XXX) XXX -XXXX PR°�E[�: SPLICING FIRM: REV DESCRIPTION 4 418YAPYID DATE 7COPC�ONTEX �... TO BE DETERMINED (XXX) XXX -XXXX TECH =�/l0 �. BUILDING CONNECTION S ASSOCIATE ixrnaw•rio+ ox Tab ooaucxn �.­ AWN TG &A an 6 YRORRIET•FV •x ­1 N°i LEXING REV CON TACT 48 HOURS PRIOR TO CONSTRUCTION AboveNet aa o u~' o�E "Mao`- �":`,q IOO76CTO1 REVDATE EET 1 OF 1 rveoveo oawix•, issue a o•rz AboveNet GENERAL NOTES APPLICABLE CODES I CABLE VAULT INSTALLATION NOTES: I PROJECT INFORMATION I ABOVENET GENERAL NOTE AMERICAN ASSOCIATION OR STATE HIGHWAY AND TRANSPORTATION OFFIXALS — LATEST EDITION OCCUPATIONAL SAFETY AND HEALTH STANDARDS — LATEST EDITION MANUAL DN UNIFORM TRAFFIC CONTROL DEVICES 1. FOR LOCATION AND ORIENTATION OF CABLE VAULTS, SEE NETWORK ROUTE PLAIN. 2. ALL OPENINGS, PENETRATM AND JOINTS IN CABLE VAULTS SEALED WITH A NON —SHRINK GROUT TO FORM A WATERTIGHT GABLE VAULT. 3. CABLE VAULTS INSTALLED ON A BASE CONSLSTING OF CLEAN GRAVEL OR CRUSHED STONE THE MINIMUM THICKNESS OF THE BASE SHALL BE TWELVE INCHES (121. 4. FINISHED SURFACE REPAIRED TO A CONNTION EOUOL TO OR GREATER THAN ORIGINAL CONDITIONS. 5. BOTTOM OF EXCAVATION COMPACTED AND LEVTIFD PRIOR TO CABLE VAULT INSTALLATION. 6. PLACE THE VAULT SO THAT THE COMER IS AT THE DESIRED GRADE ELEVATION. CITY GENERAL NOTES: I GENERAL COMMENTS GENERAL NOTE SPECIFICATIONS FOR THE CITY OF DALLAS 1. ALL IMPROVEMENTS SUCH AS PAVEMENT, CURB AND GUTTERS WALKS, DRAINAGE DITCHES, SHRUBS GRASS SOD, ETC. WILL BE RESTbRED TO THEIR ORIGINAL CONDTIION OR BEtTT3t. 2. 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. 3. 1 1/2' DEEP SAW CUTS WILL BE MADE AT LEAST 12' OUTSIDE OF DITCH LINEESS 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 DALLAS RESTORATION REQUIREMENTS. 4. ALL PAVEMENT, WALKS AND DRIVE CONCRETE REPLACEMENT IS TO BE OF A MIX DESIGN. 5. THE CONSTRUCTION SITE IS TO BE SUITABLY LIGHTED AND BARRICADED AT NIGHT. 6. BACKFILL IN THOSE PORTIONS OF THE EXCAVATION UNDER EXISTING PAVEMENT WILL BE MECHANICALLY TAMPED IN LIFTS TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOILS TO A DENSITY OF 95% PROCTOR. TAMPING MAY DERIVED BY USING TAMPERS, RAMMERS OR ROLLING EQUIPMENT. UFTS MAY VARY ACCORDING TO THE TYPE OF EQUIPMENT USED TO DERIVE THE REQUIRED DENSITIES. SAND AND OR CLEAN, DEBRIS FREE EXCAVATION IS TO BE USED 7. THE FOLLOWING DIVISIONS WITHIN THE CITY OF DALLAS WILL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION SO THAT LOCATES MAY BE WATER /SEWER .................... ....................... 871 -8250 1- 800 - 344 -8377 DIG - TESS.,...... LONE STAR GAS TU. ELECTRIC . ..............................1 -800- 233 -2133 SOUTHWESTERN BETA TELE . .................................. .611 B. UNLESS OTHERWISE NOTED, ALL CONDUIT TO BE BURIED TO A MINIMUM OF 36' COVER, OR AS SPECIFIED. 9. GROUT FILL VOIDS AROUND ENCASEMENT PIPES, PLACE CONCRETE BULKHEADS AT EACH END OF BORE PIPES. 0 CALL BEFORE YOU DIG 1 - 800 - DIG -TESS 72 HOURS NOTICE REQUIRED 1. THE CONTRACTOR SHAH BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES. AND SEQUENCES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 2 THE CONTRACTOR SHALL. VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND DrnNG JOB SITE CONDIT OS. 3. THE CONTRACTOR SHALL VERIFY ALL DSTING CONDITIONS AND DIMENSIONS PRIOR TO SU6WTTING A BID. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS, SHALL BE REPORTED TO FLUOR DANIEL BEFOFE PROCEEDING WITH THE WORK 4. THE CONTRACTOR SKILL PROTECT AL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE BY CONTRACTOR TO NEW AND EXISTING CONSIRUCTON, STRUCTURE, LANDSCAPING, OR EQUIPMENT SHAH BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE ROW OWNER AND FLOOR DANIEL AT THE EXPENSE OF THE CONTRACTOR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SKILL REPLACE OR REMEDY- ANY FAULTY, IMPROPER, OR INFERIOR MATED44..S O WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WTIHIN ONE YEAR AFTER THE COMPLEnON AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 6. THE CONTRACTOR SHAIl REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEARING THROUGHOUT CONSTRUCTION UP TO COMPLETION OF WORK 7. R SKILL BE THE RESPONSIBILM OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ADJACENT TO OR CROSSING THE NETWORK ROUTE, WHETHER SHOWN HIDION OR NOT, AND TO PROTECT THEN FROM DAMAGE. THE CONTRACTOR SKILL BEAR ALL EXPfRSES FOR REPNR OR REPLACEMENT OF UTILITIES OR OMER PROPERTY DANCED By CONTRACTOR IN CONJUNCTION WITH THE E)SCUTIM! OF WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED . 9, THE CONTRACTOR SNAIL PRWIDE TEMPORARY WATER, POWER, AND TOILET FACIUTIES AS REQUIRED BY THE CRY OR (MRNING AGENCY. 10. THE CONTRACTOR SHALL NOTIFY FLUOR DANIEL IF DETAILS ARE CON`_30BM UNSUITABLE UNSAFE. NOT WATERPROOF, OR NOT WITHIN CUSTOANRY TRADE PRACTICE IF WORK IS PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL DETAILS ARE INTENDED TO SHOW THE END RESULT O THE DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CDNWXWS, AND SHALL BE INCLUDED AS PART OF THE WORIC 11. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, FLUOR DANIEL SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 12 A GRADES SHOWN AS PROPOSED FINISHED GRADES INCLUDE SURFACE TREATMENTS SUCH AS TOPSOIL OR PAVEMENT. MAKE A.LOWARCFS DURING EARTHWORK OPERATIONS FOR THESE SURFACE TREATMENTS. 13. ALL WORK %%OWN ON THE OSP DRAWINGS SHILL DE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATION 02000 — FOC OSP — CONDUIT SYSTEMS. REV DESCRIPTION BY APVD DATE 750 CANYON DRIVE _ COP PELL, TEXAS - TECH =C ILE BUILDING CONNECTION & ASSOCIATES ~ IrvaD^unnox Dry mrs DDCUUN rvr DRAWN TG &A .s OPRIETMi .xD swu o) x tzzixcrox .vEa uL 10076GNOI AboveNet` BE USED. COPY, REPRDDUCED ww)c u�xs, gPPV o DIsCLOssm Ix lE oR Ix �I: 191 a)at, -6)00 — - - - -- -- - -- - -- wRrvEl _ 1-- DP .o.. SHEET i OF 1 .ROVED oRlclx.E asuE Ic_D� REV REVDATE AboveNev MATERIAL RAKE -OFF SHEET INSIDE PLANT DESCRIPTION QUANTITY UNITS NOTES \COMMENTS PULL THRU 413' __ ------- --------- _ L.F. 1" PLENUM RATED INNERDUCT 1,239' L.F. 1.25" E.M.T. 0' ' L.F. OCEF CABINET - 1 EAC I 48 FIBER CABLE 413' 0 U n Q n N O C> 0 N O REV DESCRIPTION BY APVD DATE ' a 750 CANYON DRIVE +� COPPELL, TEXAS _ TECH- C- T�ioup BUILDING CONNECTION 8 ASSOCIATES ... _ .. mvoe�.nnoa oe I, oocuMeur DRAWN TG &A m.c wo: xn .s rnor IF_ w .i+o sn a Hrn . v xri xixc.ox .vco a 10076MR01 REV Ab oveNet' aRg mE =�„ �ucm wrt uxs. s IAPPV IN NNI—N caxscvr Dc �� Is��l.i� 61� REVDAlE SHEET 1 OF 1 .rrnavcD ariciea �ssuc oxic_o.rz FIBER SCHEMATI SHEET NOTE: TOTAL ABOVENET FIBER 48 = 1,340' EXISTING ABOVENET HANDHOLE ^ry ROAD 0 U n a 0 0 N N PREPARED BY: T �CH�G -loo 8. ASSOCIATES e �s AboveNet "'' 750 CANYON DRIV COPPELL, TEXAS #10076FS01 ry � ^ry ROAD 0 U n a 0 0 N N PREPARED BY: T �CH�G -loo 8. ASSOCIATES e �s AboveNet "'' 750 CANYON DRIV COPPELL, TEXAS #10076FS01 SYMBOLS LINE SYMBOLOGY STANDARD LINETYPES Laver Nam Colo inetyp a PUNE WIDTH FOR 1 = 30 PEN SETTINGS CAD FILENAME ABBREVIATION SYMBOL CAD FILENAME ABBREVIATION SYMBOL DB _ DO- -- 9 - 0 DB DIRECTIONAL - BORE DO 1.2 DIS .004 MKR-FOC-LT FOC MKR BURIED RED -- BURIED .6 .004 BOX-CULV BOX CULV BOC GREEN CONTINUOUS 0 '004 BOX-ELE BOX EL DE MKR-FOC-RT FOC MKR CENTER CYAN CENTER 0 .004 BOX-SPR-CNTRL SPR CNTRL BOX r-51 FOC BLUE FOC 0 .004 MTR-GAS GAS MKR © FOG FDIC BOX-TFC-CNTR TFC CNTR BOX MTR-W'rR WTR MKR R9 ROW __ ___&HT-OF- AY__� 0 004 CONC-TOWER CONIC TOWER z NOTE: NOTE-OFFSET 1 0/5 ARE TAKEN FROM BOC FENCE 230 FENCE 0 .004 DRAIN ST DRAIN x -------- X-- k - FIRE-HYD FIRE HYD ¢ PED-CATV CATY PED El SLOPE 90 EMBANKMENT-V 0 .004 GUY-ANCH GUY PED-FOC FOC PED FFJ EL HH - HH-ELE PEDPWR PWR PED D GUARDRAIL i 210 GUARDRAIL 0 .004 HH-GAS GAS HH PED-UNIDENT PED UNIDENT �AILnAD 3? RA$ 0 -.p04 4 HH HH POLE-PWR PWR POLE HH-PGE HH PGE POLE-ST-LGT S7 LGT SECTION 10 PHANTOM 0 .004 MH-ELE EL MH O POLE-TELE TEL POLE SYMBOLS 100 CONTINUOUS 0 .004 MH-EX EX MH 0 POLE-TFC-LGT TFC LGT T FOLIAGE 251 CONTINUOUS 0 .004 MH-FOC FOC MH SIGN SIGN MH-PGE PGE MH SPLICE SPLICE H STORM-SEWER 22 SEWER 0 .004 s— s s MH-PRO PROP MH (D SPRINKLER SPRINKLER SAN-SEWE�R, 32 SANITARY-SEWER 0 .004 MH-SAN SS MH VLV-GAS GAS VLV zlzl— ss SS SS— MH-STORM ST MH QS VLV-PGE PGE VLV r1pi GAS 92 GAS 0 D •004 c MH-WTR WTR MH QW VLV-WTR WTR VLV DWI ELECTRIC 162 ELECTRIC 0 .004 MH- UNIDENT UNIDENT MH WETLANDS -lk- 2k - --k- E — E — TELEPHONE 132 TELEPHONE T 0 T .004 WATER w 152 WATER w— 0 .004 DIMEN YELLOW CONTINUOUS 0 .005_____ GEN-TEXT WHITE CONTINUOUS 0 .004 STATION-TEXT 12 CONTINUOUS 0 .008 MATCHLINE-TEXT 12 CONTINUOUS 0 ooa SIDEWALK 12 CONTINUOUS 0 .004 HATCH 250 CONTINUOUS 0 .004 REV DESCRIPTION By APVD DATE ILA 750 CANYON DRIVE COPPELL, TEXAS BUILDING CONNECTION ASSOCIATES ' S 1111ENT DRAWN TG&A 'w" NO: NE, REV S 0 NET I .-..E . E .. E. ON —,, 1 10076DTOI N ... APPV A b o v e N e t G­­j O IN;M R G. OR IN IART � SHEET 1 OF 9 JAPPRUIVED ORIGINAL ISSUE GRI REVOATE no TYPICAL TRENCH DETAILS WARNING TAPE 18" BELOW FINISHED - GRADE 4 MIN. COVER DUCT SYSTEM ROCK FREE MATERIAL OR AS DIRECTED BY CITY OF RICHARDSON,RICHARDSON. COMPACT TO DENSITY REQUIRED BY CITY ICAL TRENCH IN EARTH N.T.S. 42" 2" MINIMUM OR AGENCY MIN. REQUIREMENT IF GREATER COVER MARKER TAPE -� �- REPLACE GRAVEL SURFACE W/ 3/4" MINUS CRUSHED MATERIAL CONCRETE SIDEWALK (SIDEWALK STRUCTURE B" BASE COURSE MINIMUM OR AGENCY REQUIREMENT TO NEAREST JOINT PER AGENCY REQUIREMENTS. CURB IF GREATER BEY ND TRENCH CON ETE DEPTH) CR DUCT SYSTEM i - i 12" MIN. NOTE: BACKFILL WITH NATIVE ROCK FREE MATERIAL OR AS DIRECTED BY CITY COMPACT TO 95% TYPICAL TRENCH IN GRAVEL N.T.S. EXISTING GRADE 'W g� ii ` DISTANCE VARIES 5' MIN DOC UNDER ROAD SURFACE OR BOTTOM OF RR TRACKS 6" STEEL CASING DUCT SYSTEM TYPICAL JACK AND BORE N.T.S. D TYPICAL DIRECTIONAL BORE N.T.S. REMOVE t REPLACE REMOVE & REPLACE CONCRETE STRUCTURE CONCRETE SIDEWALK (SIDEWALK STRUCTURE TO NEAREST DEEP JOINT PER AGENCY REQUIREMENTS. FOR RESTORATION - 6" MIN. TO NEAREST JOINT PER AGENCY REQUIREMENTS. CURB BEY ND TRENCH CON ETE DEPTH) CR BEYOND TRENCH FOR RESTORATION - 4" MIN. CONCRETE DEPTH) SAWCUT EDGES 18 6" BOTH SIDES z 4 MIN z 42" MIN COVER MARKER TAPE MARKER TAPE MARKER TAPE REPLACE HARD SURFACE 4" MIN THICKNESS OR AS PER AGENCY REQUIREMENTS DUCT SYSTEM DUCT SYSTEM DUCT SYSTEM 12" MIN. 12 MIN. 12" MIN. BACKFILL: BACKFILL: BACKFILL: AS PER AGENCY AS PER AGENCY AS PER AGENCY CONCRETE SIDEWALK RESTORATION ASPHALT PAVEMENT RESTORATION CONCRETE PAVEMENT RESTORATION N.T.S. N.T.S. N.T.S. REV I DESCRIPTION EXISTING GRADE BY APVO I DATE 1� 4 Above Net`° TEGFIR & ASSOCIATES ixaoRU�rox on rxrs oocuMr xr DRAN is o.nicrx+um slwi or n. inixcrox •vcouc ec usm. covim, c"xooucm oP wwrc wxs, xr I soi gppV msnosco in c oa n T (ai.).z+ -arac armour wxmcn xsext w .....I SHEE aacr coot. 750 CANYON DRIVE COPPELL, TEXAS BUILDING CONNECTION TG &A ° NDi 10076DT02 REV REVOAT q —5 .. 2 . g . op —61/2" 5 , -8 ,. O \ 3 — " 1y R 4 4' —" 1" 3'x 5'x 4' -0" PRE -CAST HANDHOLE APPROXIMATE NECK EXTENSION WEIGHTS 6" 450 LBS. 12 850 LBS. 18 1250 LBS. 24" 1650 LBS. MANHOLE & HANDHOLE DETAILS 3 5 2" 18" TYPICAL NECK EXTENSION OR AS SPECIFIED 41/2" 5 \ 3 y � 19 3'x 5'x 4' PRE -CAST MANHOLE 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 ( z ) 18" TYPICAL NECK EXTENSION MANHOLE TOP OR AS SPECIFIED TYPICAL NECK EXTENSION 36" MANHOLE TOP �j 6' TOP SECTION PERSONNEL OPE CAST IN RING A AS REQUIRED 81 SEE NECK EXTE COVER DETAILS FEATURES AVAIL BOTTOM SECTION 4'x 4'x 4' PRE -CAST MANHOLE 6" WALLS - 6" ROOF 48" HEADROOM APPROXIMATE TOP OR BOTTOM WEIGHTS 2' -0" INSIDE 7300 LBS. 2' -6" INSIDE 8300 LBS. 3' -0" INSIDE 9300 LBS. 3' -6" INSIDE 10300 LBS. 4' -0" INSIDE 11200 LBS. MINIMUM EXCAVATION Y D "x11' —O" 48 -M 4'- 0 "x8' -0" QUIKSET 2 -PIECE MANHOLE 1 1/2" GROUND ROD HOLE D � 0 SUMP 12" 1 12" KNOCKOUTS WILL BE PLACED IN EACH END HALL ❑ UNLESS OTHERWISE SPECIFIED 24" TOP SECTION 24" PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR FEATURES AVAILABLE TOM SECTION APPROXIMATE OR BOTTOM WEIGHTS 0" INSIDE 4600 LBS. 6" INSIDE 5200 LBS. 0" INSIDE 5900 LBS. 6" INSIDE 6600 LBS. 0" INSIDE 7300 LBS. MINIMUM EXCAVATION 6' -0 "x B' -0" 35 -M 3'- 0 "x5' -0" QUIKSET 2 -PIECE MANHOLE OPTIONAL FEATURES INCLUDE 6" INSERTS FOR STEPS OR UNISTRUT FOR STEP MOUNTING TYPICAL TRAFFIC CONT DETAIL -,-a s . z4 IT 36' AVRR %. 1 vLAS \ ➢RU SEE STATE DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION DETAIL SHEET TB(BM6F) -88 MOD. FOR CONSTRUCTION PLANS OF GUARD FENCE BARREL MOUNTED GUARD FENCE -- ARROW PANEL p p p p WORK AREA L+ TAPER 500' SEE NOTE 100' WITH BARRELS NO. 1 I MIN. 100' STRAIGHT SECTION UTILITY RIGHT LANE I CONSTRUCTION CLDSED 1 AHEAD AHFAD LANE CLOSURE MAINTAINED AHEAD OF CONSTRUCTION WITH BARRELS PROVIDING cw z➢ - cw2o - s➢ °M )'� INGRESS AND EGRESS TO WORK AREA 66 , M b 36 . 36 WITHOUT DISRUPTION OF TRAFFIC LENGTH OF CLOSURE IS TO BE DETERMINED TYPICAL SIGNAGE AND BARRICADING BY CITY ENGINEER REQUIREMENTS FOR SINGLE LANE CLOSURE PER WORK AREA TYPICAL TRANSITION LENGTH AND SUGGESTED MAXIMUM SPACING OF DEVICES. MINIMUM DESIRABLE SUGGESTED MAXIMUM TAPER LENGTHS # # SPACING OF DEVICE 0 10' 11' 12' ON A ON A oa an FORMULA OFFSET OFFSET OFFSET TAPER TANGENT 30 120 150' 165' 180' 30' 60' -75' LANE MARK 2 L= - 60- 220 50 84 280 35 205' 225' 245' 35' 70' -90' 40 265' 295' 320' 40' 80' -100' 45 L= WS 450' 495' 540' 45' 90'- 110' 50 500' 550' 600' 50' 100'- 125' 55 550' 605' 660' 55' 110'- 140' 60 600' 660' 720' 60' 120'- 150' 65 650' 715' 780' 65' 130'- 175' GUIDELINES FOR LENGTH OF LOGNITUDINAL BUFFER SPACE POSTED SPEED • (MPH) LENGTH (METERS) LENGTH (FEET) 20 11 35 25 17 55 30 26 85 35 35 120 40 1' MIN. 51 170 45 LANE MARK 66 220 50 84 280 55 101 335 BARREL MOUNTED L VARIES GUARD FENCE OR PLASTIC DRUM n 1' MIN. �- 1 ST. & 2 NO LANE BARRICADE TO TYPICAL LANE MARK DESIGN SPEED * M.P.H. BOC FIRST LANE TAPER ° ° � -- 0 0 350' +100' BOO WORK SPACE BUSINESS BUSINESS PLACE PLASTIC BARRELS DRIVE DRIVE WITH WARNING LIGHTS 2 EACH BU SINESS A THRU BARRICADES # 85TH. PERCENTILE SPEED MAY BE USE ON ROADS WHERE TRAFFIC SPEED NORMALLY EXCEED THE POSTED SPEED LIMITS. ## TAPER LENGTHS HAVE BEEN ROUNDED OFF. L = LENGHT OF TAPER (FT.) W - WIDTH OF OFFSET (FT.) S = POSTED SPEED (MPH) TYPICAL CONSTRUCTION DETAIL BACK OF SIDEWALK A CATCH BASIN 2X4 WOOD STUD BACK OF CURB CONCRETE BLOCK CURB INLET— CONCRETE BL OCK GRAVEL BACKFILL — OVERFLOW WATER WATER DRO, WIRE SCREEN OR FIL TER FABRIC PONDING HT. T SECTION A - A 3/4" m DRAIN GRAVEL PLAN VIEW (20mm) PONOING HEIGHT NOTES. OVERFLOW CONCRETE BLOCK 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY DRAINAGE AREAS (LESS THAN 59) - - -- 2. EXCAVATE A BASIN OF SUFFICIENT SIZE CURB INLET ADJACENT TO THE DROP INLET. BLOCK AND GRAVEL 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND DROP INLET WIRE SCREEN OR ELEVATION DOWNSL OPE TO PREVENT RUNOFF SEDIMENT BARRIE F /LTER FABRIC CATCH BASIN FROM BYPASSING THE INLET. A TEMPORARY 01I(E MAY BE NECESSARY ON THE DOWNSLOPE 214 WOOD STUD ' SIDE OF THE STRUCTURE (700X50 TIMBER STUD) SECTION A - A A /- CONCRETE Legend — Phase 1 (Hay Bales or Silt Fence) [ ] — Phase 2 (Hay Boles) - -- — Phase 3 (Hay Bales or Silt Fence) Silt Fences shall be rated at 195 gpm /ft' CONSTRUCTION NOTES — SILT FENCE 1. Posts which support the silt fence shall be Installed on o slight angle toward the anticipated runoff source. The post must be embedded a minimum of 18 inches. 2. The toe of the silt fence sholl be trenched in with o spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flop with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 5 inches deep and 6 Inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 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 mode weekly or after each rainfall. Repair or replacement shall be mode promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block 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 an approved site and in such a manner as to not contribute to additional siltation. STEEL FENCE POST NOTES: SILT FENCE (MIN HEIGHT 24' ABOVE EXIST. GROUND) >>j MAX. 6' SPACING, MIN. - EMBEDMENT = 1.0' CURB INLET > >j>j>i> WIRE MESH BACKING 1. USE BLOCK AND GRAVEL TYPE SEDIMENT �> >>>>�>>)�>�>�>>>�>�> COMPACTED EARTH >> >> >> >> >> >> >> >> >> >>> SUPPORT 4x4- W1.4.W1.4 - -MINIMUM ALLOWABLE, TYP. BARB /ER WHEN CURB INLET IS LOCATED IN SEDIMENT BARRIER OR ROCK BACKFILL > >> > >�> >> >> >> > > > > >> ' CHAIN LINK FENCE FABRIC GENTLY SLOPING STREET SEGMENT, WHERE >' >; >;�;�;��� S ACCEPTABLE. WATER CAN POND AND ALLOW SEDIMENT TO (BLOCK & GRAVEL) "' �6" MIN SEPARATE FROM RUNOFF. y 2. BARRIER SHALL ALLOW FOR OVERFLOW FROM SEVERE STORM EVENT. FABRIC TOE -IN J. INSPECT BARRIERS AND REMOVE SED /MENT TRENCH AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE SILT FENCE 6 'MIN, TRAVELED WAY IMMEDIA TEL Y CONSTRUCTION NOTES — SILT FENCE 1. Posts which support the silt fence shall be Installed on o slight angle toward the anticipated runoff source. The post must be embedded a minimum of 18 inches. 2. The toe of the silt fence sholl be trenched in with o spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flop with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 5 inches deep and 6 Inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 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 mode weekly or after each rainfall. Repair or replacement shall be mode promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block 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 an approved site and in such a manner as to not contribute to additional siltation. INSIDE PLANT CONSTRUCTION TYPICAL DEATILS TYPICAL DETAIL 'A" x" Y" Z" CORE BORE 24" 24" 6" CABLE STORAGE 36" SUSPENDED EMT 5"10 QSP /GRC SLEEVE EXPDXIED INTO BORE. CONCRETE DECK OR WALL CLOSE COUPLED EMT CONCRETE DECK OR WALL s, , — 4" GSP/ GRC CONDUIT 3/4 x NC10 STANDARD 3/4 EXPANSION GALVANIZED HANGER SHIELD BOLT BOLT (LENGTH AS REQ'D) & LOCKWASHER CONCRETE MANHOLE WALL.ETC... ANY NUMBER OF 3/4 EXPANSION NNERDUCTS AND /OR 6" DIA CORE BORE HOPE'S AS SPECIFIED FIBER OPTIC CABLE /{ � STANDARD PIPE CLAM CONDUIT SIZED / ANY NUMBER OF INNERDUCTS AND /OR PER DRAWING HDPE'S AS SPECIFIED CORE 1 -2" HOLE IN WALL SLAB. KINDORF SUSPENDED EMT CONCRETE DECK OR WALL STANDARD PIPE HANG O FIBER OPTIC CABLE CONDUIT SIZED PER DRAWING a v 4 NOTE: 1 -1.5" E.M.T. W/ 3/8" ALL THREAD AND C HANGERS ON 4' -5' CENTERS o PVC TO EMT ADAPTERS PROPOSED 12 "Wxl B "Hx12 "D BUILDING NEMA RATED METAL PULLBOX FOOTING ° SECTION VIEW DETAIL INTERIOR RISER N.T.S. SUR 1 -4" EMT FIBER OPTIC CABLE ANY NUMBER OF INNERDUCTS AND /OR HDPE'S AS SPECIFIED TYPICAL DETAIL TYPICAL SINGLE DOOR HOFFMAN LOCKING PULL BOX PULL BOX TYPE x" Y" Z" DISTRIBUTION 24" 24" 6" CABLE STORAGE 36" 36" 12" CORE DRILL CONCRETE FLOOR OR WALL PENETRATION DETAIL NOT TO SCALE THUNDERLINE LS300 LINK SEAL SUPPLIED AboveNer EROSION CONTROL GENERAL NOTES THE CONTRACTOR lS RESPONSIBLE FOR PREPARING AND IMPLEMENTING AN EROS /ON, SEDIMENT AND POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE EPA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). 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 (1V01) TO THE EPA, A DRAWING SHOWING LOCATION AND TYPE OF EROSION CONTROL METHODS USED INSPECTION AND SUBCONTRACTOR COMPLIANCE CERTIFICATIONS, SPILL PREVENTION PLAN AND OTHER 17EMS REQUIRED TO COMPLY W17H NPDES REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL DURING CONSTRUCTION AND FOR OBTAINING ANY REQUIRED CONSTRUCTION RELATED DRAINAGE PERMITS 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 INSPECTION RECORDS, ORIGINAL PLANS AND MODIFIED PLANS TO THE OWNER AT CONTRACT CLOSE -OUT. TEMPORARY STORM DRAINAGE AND /OR EROSION CONTROL MATERIAL 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 AND /OR EROSION CONTROL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR AND ANY EXCAVATIONS BACK FILLED BY THE CONTRACTOR 11V 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 1S 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 MINIMUM 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 PROTECTION AGENCK5 NPDES GENERAL PERMITS FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES. THE STORM WATER POLLUTION PREVENTION PLAN (5WP3) SHALL ADDRESS THREE GOALS DIVERSION OF UP SLOPE WATER AROUND DISTURBED AREAS OF THE SITE, LIMIT THE EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSSIBLE, 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 (54P3) WHENEVER THERE /S A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE SWP3, OR WHEN THE EXISTING 5WP3 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. THE CONTRACTOR SHALL INSPECT STABILIZATION AND EROSION CONTROL MEASURES AT A MINIMUM OF ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5- INCHES THE CONTRACTOR SHALL REPAIR INADEOUACI£S REVEALED BY THE INSPECTION WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. REV I DESCRIPTION ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN UNDERSTANDING OF THE NODES GENERAL PERMIT 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 EOU/PMENT MAINTENANCE AND REPAIR, REGULAR COLLECTION OF WASTES,• CONVENIENTLY LOCATED WASTE RECEPTACLES AND DESIGNATING AND CONTROLLING EOUIPMENT WASHDOWN. BORROW AREAS IF EXCAVATED, SHALL BE PROTECTED AND STABILIZED BY THE CONTRACTOR IN A MANNER ACCEPTABLE TO THE OWNER ALL NON -PAVEO 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 ESTABLISHED AND ACCEPTED BY OWNER. 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 AS NOT TO CONTRIBUTE TO EROSION AND SEDIMENTATION. THE CONTRACTOR SHALL REMOVE THE SILT FENCE WHEN THE 517E lS COMPLETELY STABILIZED AND APPROVED BY THE OWNER SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. THE CONTRACTOR SHALL DISIGNATE MATERIAL AND EOU/PMENT STORAGE AREAS MUTUALLY AGREED TO BY THE OWNER. THE STORAGE AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND THE SURFACE STABILIZED WITH A MINIMUM 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 (ONS/TE AND OFFSITE) RECEIVING DRAINAGE WATER FROM D /STURBED 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 DRAINAGE STRUCTURES, SHALL CONFORM TO THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS STREETS AND BRIDGES (1993 "BLUE BOOK) ITEM 432 WITH REGARDS TO MATERIALS AND CONSTRUCTION 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 /RAR,, INC. 1100N OR AND OWNER APPROVED EQUAL. THIS PROJECT COMPLIES WITH THE ABOVENET FRANCHISE UTILITY EROSION CONTROL PLAN 7 /SE UTILITY PLAN ECP�1 AND ECPf2 FILED W /TH THE CITY OF ROANOKE. BY APVD DATE 750 CANYON DRIVE T /�'�J�r COPPELL, TEXA 1 _ ECHE - °ft BUILDING CONNECTION & ASSOCIATES INEnnw.noN on nns DDCUUENr DRAWN TG &A °NE rro. a PNOOxmuer u+o sxui Nor i N. ffxwcr...rfNUf 10076DTOS BE USED. CDGIEfl, REPRODUCED DP WNITf IWNS. NY iDCD� APPV Above N e t „ DISC � IN CoNSE OR o I r R IN r I1 " " O00 SHEET 8 OF 9 YPRDVED ORIpN4 IAD[ DXID_D REV REVDATE DETAIL "A" INSTALLATION VIEW RD 6" 0 I TUBULAR MARKER DETAILS DETAIL "B" FRONT VIEW 3.75" O.D. In MARKER (ORANGE) II F C II I A II E R L II MATERIAL S . 125 R N II P I 0 II II E II I ( uai NlTlT I I 1 I ARD TIC IOfX ORC CALL I IN "" 'N'" II ,m m mumm II SLEEVE (WHITE) THICKNESS MATERIAL .125" .50" DIA. BOLT HOLE (BOTH SIDE) 3" SEE SECTION A -1 & DETAIL "D" THIS SHEET �—.3.75" O.D. REV I DESCRIPTION I BY IAPVD I DATE DETAIL "C" SIDE VIEW 75" O.D. Above Net'° THICKNESS MATERIAL .125" SECTION A -1 TUBULAR MARKER TUBULAR MARKER B' STEEL POST 1.5" SEE DETAIL DETAIL "D" 1.5" BOLT THICKNESS MATERIAL .125" 1.5" DIA. ANCHOR HOLE 375 " -16 (BOTH SIDE) THREADS i j SEE SECTION A -1 h DETAIL "D" THIS SHEET PR— t " 750 CANYON DRWE � nT� COPPELL, TEXAS T ECH =��io�.� BUILDING CONNECTION 8 ASSOCIATES wPORwnoN ON THIS DDE-ENT DRAWN TG &A D No. v,OPRiET SN NOT N. u IHDTDH .RENU 10076DT09 BE OSEO. COPIED. E . REPRDE —D D W HITE —5. H..Dw APPV iSC—E0 R . D T. (9ia)a2� -RIDO PPRONED D SSUE DRK;_01 W DOT wRmEH CONSENT OF - .N.I SHEET 9 OF 9 _ REV REl 71i C F A B 6 L E E R R 0 O P U T T I I E C CALL ko 1 - am- I U-Me TIE Ill[ K aw CILL HIDUM BE FEW IN TNI9 nalOTrl 81 EN [. 0. N1BEA I 6" �+ —3.75" O.D — +- Above Net'° THICKNESS MATERIAL .125" SECTION A -1 TUBULAR MARKER TUBULAR MARKER B' STEEL POST 1.5" SEE DETAIL DETAIL "D" 1.5" BOLT THICKNESS MATERIAL .125" 1.5" DIA. ANCHOR HOLE 375 " -16 (BOTH SIDE) THREADS i j SEE SECTION A -1 h DETAIL "D" THIS SHEET PR— t " 750 CANYON DRWE � nT� COPPELL, TEXAS T ECH =��io�.� BUILDING CONNECTION 8 ASSOCIATES wPORwnoN ON THIS DDE-ENT DRAWN TG &A D No. v,OPRiET SN NOT N. u IHDTDH .RENU 10076DT09 BE OSEO. COPIED. E . REPRDE —D D W HITE —5. H..Dw APPV iSC—E0 R . D T. (9ia)a2� -RIDO PPRONED D SSUE DRK;_01 W DOT wRmEH CONSENT OF - .N.I SHEET 9 OF 9 _ REV REl 71i 750 CANYON DRIVE 11 N NOTE: COPPELL, TEXAS IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TXDOT AREA INSPECTOR 48 HOURS NOTE: PRIOR TO CONSTRUCTION SCALE 1"=40' CONTRACTOR TO PLACE CONDUIT 48" DEEP MINIMUM COVER. IF CONTRACTOR INCURS EXISTING UTaM, CONTRACTOR TO PLACE ''^^ PROPOSED CONDUIT BELOW UTILITY. <� v+ 'L�` P w d C W Q Z X J w z WZ O ` LLI ? g w a a cn N I w ' IR- z NN U) J tG ? s w cn O � s s i{ N STA 0 +00 �— s \ _ CONTRACTOR TO LOCATE \ AND CONNECT TO EXISTING ABOVENET HANDHOLE INCLUDE 100' SLACK COIL s _ cl URI s Q a U STA. 0 +00 — STA. 0 +75 + s F— CONTRACTOR TO PLACE 3 -1.25" INNERDUCT s N co AND 1 -48 FIBER CABLE 27' s + 18 "RCP. " �I `f 1 8" Cot RCp �n I 3' 1+00 — j — — — — — 2 +00 — — — (457') — 3 +00 — — — — — — — +00 _ —_ x % W STA. 0 +75 —STA. 5 +32 � J y` � CONTRACTOR TO PLACE 1 -4" SDR -11 CASING ESTIMATED I W /3- 1.25" INNERDUCT SHEET TOTALS I AND 1 -48 FIBER CABLE TRENCH 592' L DIR. BORE 0 OPEN CUT I 12 "z12 "z8" PB 9'z5'x4' HH 1 II 1.25 HDPE II 4" HDPE B" SDR -11 457' 1.25" INNERDUCT 1.596' CAUTION: REV DESCRIPTION 0Y APVD DATE R "o Ep° m EcT coon 750 CANYON P 5" CORE DRILL - COPPELL, TX 75019 CONTRACTOR T LOCATE & 48 FIBER CABLE 892' VERIFY ALL EXISTING UTILITIES TECH = BUILDING CONNECT PRIOR TO CONSTRUCTION & ASSOCIATES Nm pol D + 5 oocwx T DRAWN TG &A " _. S`u R. ExNmD. .rcuuE d AboveNet is RE BE USED, EDP . RERROOUCm oR ui s. Rr idam APPV 10076PV01 v dB o� oR ix Rurt T.I: (R1a).zT - esda REVD wrt , Rmrtm. C —N, of w..R.T SHEET 1 OF 3 .RVRdvEO oRic"u 1s 1 o _D.TE 0 u a N N ui O CD O r n N En �I CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION I� NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE TXDOT AREA INSPECTOR 48 HOURS PRIOR TO CONSTRUCTION NOTE: CONTRACTOR TO PLACE CONDUIT 48" DEEP MINIMUM COVER. IF CONTRACTOR INCURS EXISTING UTILITY, CONTRACTOR TO PLACE PROPOSE CONDUIT BELOW UTalTY. 750 CAN YON DRIVE COPPELL, TEXAS ( D SCALE I"=40 1 +00 2 +00 3 +00 4 +00 5 +00 - - I N STATE STATE SE VICE HIGHWAY 121 HIGHWAY 121 MP a OAD L SERVICE -- - - - - -- - - - -- ROAD 48 5 - - - - -- - - 4 � � 1 i 0 - - - - - -- - ----- - - - - -- --- - - - - -- - - - - -- — - - - -- ---- - - - - -- ---------- - - - - -- - - - - - - -- - CONTRACTOR TO PLACE 1 -4' SDR -11 W13-1 INN RDUCT �_ --- -__ - -- — a Go L; 0 0 N n N IJ'1 0 U r, 2 Q M N M Ln 0 O 0 00 ESTIMATED SHEET TOTALS TRENCH 184' DM. HORS OPEN CUT 12'x12 "z8" PH 9'z5'z4' HH 2 1.25" BDPE 4" HDPE 8" SDR -11 1.25" INNERDUCT 552' 5" CORE DRILL 48 FIBER CABLE 588' PULL THRU 184' , -31 co �X 5� CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 750 CANYON DRIVE STA 6 +90 COPPELL, TEXAS l� / V CONTRACTOR TO PLACE V I 3 -1.25" HDPE W/48 FIBER CABLE i C P 2 0� MATCH LINE - STA. 9 +00 A 4f � Gva� lvk t I W WIP STA. 7+16 - STA. 9 +00 N Q SCALE I"=40' REV DESCRIPTION REV BY APVD DATE "'. 750 CANYON COPPELL, TX 75019 TE - H BUILDING CONNECT 8 ASSOCI4TE� Above Net 15 PROPR- TM uo S—L 10r DRAWN TG &A °WG x0 ee usm. c°Prm, nvn°°uem a axirz ,uixs. x r°e°r APPV 10076PV02 aEv ._ wsenvsconcx C-S— of b..x.r rn: (er.7asr Ye�ee SHEET 2 OF 3 nwr once_ xEv u. wni xs xl �PPnmc° o x�, issue °�rz X 30( )0/ 750 CANYON DRIVE COPPELL, TEXAS MATCH LINE - STA. 9 +00 ESTIAUTED SHEET TOTALS TRENCH DER. BORE OPEN CUT 12 "z12 "z8" PB 3'z5'z4' HH 1.25" HOPE 4" HDPE 4" 9DR -11 CAUTION: 1.25" INNERDUCT REV DESCRIPTION 5" CORE DRILL CONTRACTOR TO LOCATE & 5" FIBER CABLE 140' VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION PULL THRU 140' U r-, Oi N 0 0 N 41 N ( b SCALE 1"=40' 00 .-a