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Zayo-PT150421R1PA %M-W9V Use PCPmIL ADDIIf9fGOO ra,P oe a Representative(s) of the Contractor must adhere to ail 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 applicant`s expense) and barricading according to the Texas Manual on Uniform Traffic Control Devices. AreaW affected muss be restarsd to as god cpn0ion as befog the com _ m=ent of work (grading, drainage, vegetation, and erosion control). To schedule Public Works final inspection (Page 4) caU 972- 462 -5155. ➢Any excavation requiring closing of a street/alley must be reported prior to closing to the following: Police Department (p 972 -364 -3600 Fire Department 0 972 - 3043512 Street Department Q 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 Pilo a.m. until 3:30 pm. Wff unless otherwise approved by City Engineer. ➢Attach Work Order (franchise only) and /or 1 set of prints showing proposed work. The app /ication with signatures of Franchise and Contrartorrepresentatives must be submitted to Engineering Dept for approval prior to beginning work. Submittals by e-mail should go to engineer oppellbrov. Printing your name indicates your acceptance of the terms and conditions of this form: (lf you want the approved permit returned via a-=#, provide a valid e-mail address an Page 1.) Signature of Utility Company Representative Date Signature of Contractor Representative Signature of City Representative Comments p 1 , 015 Date 21 April 2015 Date ➢NQTE: &4& G& Lector at 972-304-3679 prier to beg�nrahm work and prior to backf ll for concrete, trench, ditch and open pit inspections. Back, ff must meet all construction standards approved by the City of Coppell. Applicant shall indemntj� 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. #15048CS01 E s 0 0 n I •/►:1Awlauto 1333 CRESTSIDE DRIVE COPPELL, TEXAS c, C # B tl b C a a it �s BUILDING CONTACT(S): XXXXX BUILDING ENGINEER(S): xxxxx ENGINEER CONTACTS ENGINEERING FIRM: TECH GROUP & ASSOCIATES, INC. 924 WINDBELL CIR. MESQUITE, TEXAS 75149 ENGINEERING CONTACT: CHARLES MARTINEZ CONSTRUCTION FIRM: TO BE DETERMINED CONSTRUCTION CONTACT: TO BE DETERMINED SPLICING FIRM: TO BE DETERMINED * CONTAC CONSTRUCTION CONTACTS (XXX) xxx -xxxx (XXX) xxx -xxxx (972) 613 -0881 (214) 317 -5452 (XXX) XxX —XXXX (XXX) XXX —XXXX (XXX) XXX —XXXX 48 HOURS PRIOR TO CONSTRUCTION )K PERMITTING AGENCIES 1333 CRPSTSIDE DRIVE COPPELL, TEXAS BUDDING CONNECT 15048CTOI n REV w wrz RMATE zaya CONTACT SHEET - DRAWING INDEX ZAYO CONTACTS DRAWING INDEX CITY MANAGER DESCRIPTION SHEET NAME FILE NAME TOMMY CAPPS (817) 665 -8401 _.... —,.:. —: ._. ._. — .... —._. —.. ..._ COVER SHEET CSOi 15048CS01.dwg SENIOR PROJECT MANAGER MAP SHEET MSOt 15048MS01.dwg CHUCK ROBERTS (817) 665 -8410 INDEX SHEET 1501 150481SOi.dwg CONTACT /DRAWING INDEX (THIS SHEET) CT01 15048CTOt.dwg GENERAL NOTES GN01 j. 15048GN01.dwg MATERIAL RAKE —OFF SHEET _ MR01 15048MROt.dwg FIBER SCHEMATIC SHEET FS01 15048FS01.dwg DETAIL SHEETS .. DTL(S) �. 15048DTL(S).dwg ....— BUILDING CONTACTS I OSP /ISP DESIGN SHEETS I PV01 -09 15048PV1 -9.dwg BUILDING CONTACT(S): XXXXX BUILDING ENGINEER(S): xxxxx ENGINEER CONTACTS ENGINEERING FIRM: TECH GROUP & ASSOCIATES, INC. 924 WINDBELL CIR. MESQUITE, TEXAS 75149 ENGINEERING CONTACT: CHARLES MARTINEZ CONSTRUCTION FIRM: TO BE DETERMINED CONSTRUCTION CONTACT: TO BE DETERMINED SPLICING FIRM: TO BE DETERMINED * CONTAC CONSTRUCTION CONTACTS (XXX) xxx -xxxx (XXX) xxx -xxxx (972) 613 -0881 (214) 317 -5452 (XXX) XxX —XXXX (XXX) XXX —XXXX (XXX) XXX —XXXX 48 HOURS PRIOR TO CONSTRUCTION )K PERMITTING AGENCIES 1333 CRPSTSIDE DRIVE COPPELL, TEXAS BUDDING CONNECT 15048CTOI n REV w wrz RMATE V V za,yo0 GENERAL NOTES APPLICABLE CODES CABLE VAULT INSTALLATION NOTES: PROJECT INFORMATION ZAYO GENERAL NOTES: AERICNJ ASSOCMDON OR S HIGHWAY AID MO.WWRO + DEEM" - LAMT i, FOR LOAIWN NO dlNAnd OF QN15 WRITS, SEE EDIIIBN tETEARIT ROME TAAM IXAaW+AONEL SAEEIY MO HDM SMIWWOS - M M EDNON 2 ALL OPFE m PBEDMim AO imm M CEBE WLATS MNWL ON UiRM RAFFO CONTROL DEICES SOYLED WITH A NW-SHIWN RWOUT TO FORM A WATERTDIRT CVM W . a TS ED OWIE WMLTS NSDDLm ON A el¢ NNE6IMG OF nEAM 1RE110RE55 E OIELE OR ISiED Ch 11E wWWM TIE 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCOON MEANS, METHODS, W SNVL 8E Twx Wa Lf21 TECHNIQUES, PROCEDURES, AND SEGUENCES FOR COORDINATING ALL PORTIONS OF THE WORN UNDER 4. FROG SURFACE REPAIRED m A CONdnIXI COWL ro OR THE CONTRACT. CREAM TRIM OlxtiY. NOOrtOXx 2, THE CONTRACTOR SHALL VISIT THE JOB SITE TO RENEW THE SCOPE OF WORK AND EXISTING JOB a 1IDNw1 OF DrANITON COMPACTED AND REVELED PRIOR m SITE CONDTNONS. CABLE Wiwi W6IXUDOM a PUCE THE AWAIT So TENT THE mfm s A THE GE4aD GPIDE 3. THE CONTRACTOR SHALL VENIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SLMMRTING A EDITION. BID. ANY DISCREPANCIES, CONFLICTS, OR OMMSKINS, SNAIL BE REPORTED TO PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK. 4, THE CONTRA= SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE BY CONTRACTOR TO NEW AND DUSTING CONSTRUCTION, STRUCTURE, LANDSCAPING, OR EQUIPMENT SAll BE IMMEDIATELY REPAIRED OR REPLACED TD THE SATISFACTION OF THE ROW OWNER AND PROJECT MANAGER AT THE EXPENSE OF THE CONTRACTOR. CITY GENERAL NOTES: GENERAL COMMENTS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAULTY, IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP OR ANY DAMAGE WHICH SHNl APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 6, THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHAT. EXERCISE STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION UP TO COMPLETION OF WORK. 7. R SHALL BE THE RESPONSIBIUN OF THE CONTRACTOR TO LOCATE ALL EXISTING UNITIES ADJACENT TO OR CROSSING THE NETWORK ROUTE, WHETHER SHOWN HEREIN OR NOT. AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY CONTRACTOR IN CONJUNCTION WITH THE EXECURON DE rtRlmEL xofE ma TIRE WOE• arc OF wrEtu f. Au WIlmoulENrs WIg1 m MWtdE. rA.1W AND cu0vs, was. 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE ORIGIN& a ms WIZ& sa0, CRC. Wu eE rESmRm m Tfm JOB IS IN PROGRESS AND UNTIL THE JOB IS COMPLETED. 2 iW6RGI IDNiWS EWE BEd PEENED F1IDA FEED IpN3 AAq REDDIKS nEs; w HK;Es Mu 9. THE CONTRACTOR SHALL AGENCY MEN , POWER, AND MLET FACILITIES AS REQUIRED BY AEE N MbNCE I�PFNOwc O MIFNr aE THE CITY OR GOVERNING AGENCY. t am wEiEWONUS AMP Ducls/aaES wr PPESENE N THE AREA EDaD[ AXD PnOECE. 10. THE CONTRACTOR S MI NOTIFY PROJECT MANAGER IF DETAILS PRE CONSIDERED UNSURABLE, x f f ter a UNSAFE, NOT WATEItPR00F, OR NO WITHIN CUSTOMARY TAME PRACTICE IF WOAD IS PEtfORMED, m% CiElr Ta AW BRINES. rA,vE1WHr, wARS AND DRAW m Vahl RILL BE OF THE IT WILL BE ASSUMED THAT THERE IS NO OBJECTION TO THE DETAIL. DETAILS ARE INTENDED TO t€ sxE >Rrt As IEEIR.4 Pm arc a FAWEP9 WANTON IRt1EPAiAM MpEE1R05 SHOW THE END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB a Au PNhAF}IT, WLIS MO ORnE CaIERETE SEfl/LEABR s ro a aF A CONOIIWNS, AND SHALL BE INCLUDED AS PART OF THE WORK. EWI OE.WtWt APPRwtD ar TIRE arc a cOFPWE, 2 n THE CDInlRUD11oN SnE IS m w 1XILD9.Y LIGIHRED AFO BARIWCADm AT rWnfr. 11. ALL SYMBOLS AND ABEREVAODNS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION 3 ALL WAtAQIT nE1S VISE 8E A RWL 3W' Am iWf IESfOf® WfH A FRDWedE a TrFE aNAVU, SlluF As ORAn, OR wsmx arvE's EPIPNDIWP atowlE STANDARDS, IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, TECH GROUP Ero, WRH AN AwrmPwWE DOls�ss1G11 SmMaDI w tW P3 ExNFIFS (E arts NcuEE sBEE14, OmhWAY3. SLEWEIS, NEEYS EEC. CALL BEFORE YOU DIG SHAM BE NOTMFD FOR CLARIFICATION BEFORE PROCEEDING YDTH THE WORK 1 — 800 — DIG —TESS 12. ALL GRADES SHOO AS PROPOSED FINISHED GRADES INCLUDE SURFACE TREATMENTS SUCH AS 's T. TEE EglDIMN OMDONB WDIAi THE an a COwuL RILL BE NolsEn 72 HOURS NOTICE REQUIRED TOPSOIL OR PAVEMENT. MICE ALLOWANCES TURING EARTHWORK OPERATIONS FOR THESE SURFACE Y AT tFASr Aa Onus NEW ro mxsmmnox m DRAT IncAiES wr rE EDwEO. TREATMENTS, CRY w AWW -3'p0 I E1W mllws SE, AsmAnoN...._..,._..zes -�w 13. DE THE orE niL wr�ta Arks. MR sta mAEmRC REQUIREMENTS OF SPECIFICATION 2000 - FOG OSP - CONDOT SYSTEMSAD, TES CRC. WUFL IUFIIDRIC, r04 SNWIr i-0W- J0.1 --owo s n ww1Ar m eE aWEO m A wAw of �, �unExe� �� i o. sear Ru vaos ARCtWp OA'ASFAQR pots. CpMwnd au»EA05 Ar eNN dD a BALE PEtA I fa. cormcr nE TEWIA EAnnAAr DEPNFTFIE1+r PRIOR m wxsmEMmOFR. PERMr ANwYAL s PFDU17fD flaaa ro aNSINwTarL i REV DESCRIPTION BY APVD DATE 1333 CRESTSTDE DRIVE COPPELL, TEXAS ayo Tel BUILDING CONNECT 9z n ASSOCIATES mnx+ imn u". inowl DRAWN TG &A mm 15048GNOI REV it (n,aH21-e7m APPAL REYDATE xma, xartn mywrt rc ww[n fFW D w WL mvc oz4.wrz V V zay(y MATERIAL RAK &OFF SHEET OUTSIDE PLANT DESCRIPTION QUANM UNITS NOTES \COMMENTS 41367 LF. �- DIRECTIONAL BORE TRENCH &PLACE LF. PULL THRU 538' L.F. H.D.P.E 8,834' I LF. j 48 FIBER CABLE 5,398' LE .,.._... ... -'. ._._. ... HANDHOLE(S) -. ..._ -..... 5 (.- EACH . -._. ._ ...- 8" STEEL CASING - L.F. , i I INSIDE PLANT DESCRIPTION QUANTITY UNITS NOTES \COMMENTS PULL THRU 123' L.F. - 2" PLENUM RATED INNERDUCT 0' j I.F. ( 1.254 E.M.T. 0' L.F. A.. 5 j ... .._.. PULL 80X(ES) _.y ( .._..... ....... 0 EACH ..... 48 FIBER CABLE 148' 1 LF. ._. _. —._. — ,.. _ .... .... REV DESCRIPTION BY APYO GATE ' 1333CRESTSIDEDRWE COPPELL, TBXAS •;µ„ .,...r. zom ayo {� BUILDING CONNECC 8 P CIATES E DRAWN TG &A PPM oxc xu 15048MROI REV N R� � (il,) l Biro µdo muxx mu[ mny rt REVDATE 0 V �N L [V u w " 2 �/2 5 —8- \� —1" 3'x 5'x 4' -0" PRE -CAST HANDHOLE APPROXIMATE NECK EXTENSION WEIGHTS 6" 450 US. 12" 850 US. 18" 1150 US. 24" 1650 LOS. W OPTIONAL FEATURES V INCLUDE 6" INSERTS FOR STEPS OR UNISTRUT FOR STEP MOUNTING JUVIF41Z I& p) 911 �O �3 �5 , /2 "( 18" TYPICAL NECK EXTENS16 OR AS SPECIFIED 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 H5 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 REV 40 ZA ZOR 8" TYPICAL ECK EXTENSION MANHOLE TOP AS SPECIFIED TYPICAL NECK EXTENSION 36" MANHOLE TOP 6' 41x 4'x 4' PRE -CAST MANHOLE 6" WALLS - 611 ROOF 48" HEADROOM APPROXIMATE TOP OR BOTTOM WEIGHTS 2' -0" INSIDE 7300 US. 2' -6" INSIDE 83OD LOS. 3' -0" INSIDE 9300 US. 3' -6" INSIDE 10300 US. 4' -0" INSIDE 11200 LOS. MINIMUM EXCAVATION 7'- 0"x11' -0" 48 -M 4'- 0 "x8' -0" QUIKSET 2 -PIECE MANHOLE 1 1/2" GROUND ROD HOLE 10SUMPI 0 12" x 12" ENOCKOUTS WILL BE PLACED IN EACH END WALL I ❑ UNLESS O=WfIT5E SPECIFIED 24" TOP SECTION PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR FEATURES AVAILABLE POM SECTION APPROXIMATE OR BOTTOM WEIGHTS 0" INSIDE 4600 US. 6" INSIDE 5200 LBS, 0" INSIDE 5900 US. 6" INSIDE 6600 LBS, 0" INSIDE 7300 LOS. MINIMUM EXCAVATION 35 -M 31- 0 "x5' -0" QUIKSET 2 -PIECE MANHOLE 1333 CRESTSIDE DRIVE COPPEI.I., TEXAS BUDDING CONNECT TG &A P4O x' 15048DT02 acv axv_wrt REVDATE yt e t t�tiik `L1�i'$�Yti"ytlf i'"t} Y It 4�It��• ��y41t1�� 1 1/2" GROUND ROD HOLE 10SUMPI 0 12" x 12" ENOCKOUTS WILL BE PLACED IN EACH END WALL I ❑ UNLESS O=WfIT5E SPECIFIED 24" TOP SECTION PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR FEATURES AVAILABLE POM SECTION APPROXIMATE OR BOTTOM WEIGHTS 0" INSIDE 4600 US. 6" INSIDE 5200 LBS, 0" INSIDE 5900 US. 6" INSIDE 6600 LBS, 0" INSIDE 7300 LOS. MINIMUM EXCAVATION 35 -M 31- 0 "x5' -0" QUIKSET 2 -PIECE MANHOLE 1333 CRESTSIDE DRIVE COPPEI.I., TEXAS BUDDING CONNECT TG &A P4O x' 15048DT02 acv axv_wrt REVDATE ARTERIAL ONE LANE CLOSURE Typical Transition Lengths and Suggested 1 Spacing of Devices Meters (Feet) RW Wn Posted 0 33(11) 3.6(12) On a 0n a 0 Speed onnuia offset Offset Lot taper ,x, tangent et" Meters Motors Meters Meters Dimension KMPH MPH �a feet feet feet feet feet 50 Epp 150 169 180 600_75 40 (120) 55 35 -W 60 65 70 75 10 25-25 50 (160) 205 225 245 35 ) (7G-9O) 65 40 80 265 90 295 100 320 p 25-30 80 -100 75 (240) 70 45 135 ISO 165 13 25-30 100 (320) MIT J 450 495 540 45 ) (so-110) so 50 150 165 180 15 30-35 120 (400) o OPTIONAL FOR 50 KMPH 500 550 l ' 50 (30 MPH) OR LESS 90 55 165 185 R91! i6 35-40 150 (500) (30 MPH) OR x 009D 550 60S l l 55 NEID OPTIONAL FOR 50 KMPH 180 200 � i6 40-45 95 60 x Po9R 600 660 720 60 120 — 150 180 (600) 105 65 I I 21S 715 xuu 19 BS 40-50 130 -165 210 (700) 115 70 700 ]70 840 70 140-175 240 (800) km U SEE SHEEP 8 OF 9 FOR GENERAL �f NOTES AND SHEET 9 OF 9 GENERAL FOR NICE SPACING. NOTES AND SHEET 9 OF 9 ARTERIAL ONE LANE CLOSURE Typical Transition Lengths and Suggested Maximum Spacing of Devices •1 1 A Minimum Desirable Suggested Most Suggested Taper Lengths (L) Device Spacing Sign Spacing Meters (Feet) Meters (Feet) RW Wn Posted 3.0(10) 33(11) 3.6(12) On a 0n a Speed Speed onnuia offset Offset Offset taper ,x, tangent et" Meters Motors Meters Meters Dimension KMPH MPH �a feet feet feet feet feet 50 Epp 150 169 180 600_75 40 (120) 55 35 -W 60 65 70 75 10 25-25 50 (160) 205 225 245 35 ) (7G-9O) 65 40 80 265 90 295 100 320 12 40 25-30 80 -100 75 (240) 70 45 135 ISO 165 13 25-30 100 (320) MIT 450 495 540 45 ) (so-110) so 50 150 165 180 15 30-35 120 (400) 500 550 600 50 100 -125 90 55 165 185 200 i6 35-40 150 (500) (30 MPH) OR L^wS 550 60S 880 55 110 -140 OPTIONAL FOR 50 KMPH 180 200 220 i6 40-45 95 60 0 600 660 720 60 120 — 150 180 (600) 105 65 195 650 21S 715 235 7B0 19 BS 40-50 130 -165 210 (700) 115 70 700 ]70 840 70 140-175 240 (800) •1 1 A ONE WAY ARTERIAL TWO —LANE CLOSURE LEGEND ❑ ❑ Channelizing devices Trailer mounted flashing arrow board Flogger ,nn mm kCING I �� //� / // / /J / /�//�J 100 mm MIN. 'AFFIL vllfo ( a 8 r ) mm DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK 75 mm TO 160 M (r T00 (3 "4 ") F l6") 50 mm (2") TYP. TUBULAR MARKERS CONES (4..) CHANNELIZING DEVICES 1333 CRESTSIDE DRIVE COPPEL4 TEXAS (,i(h011�l', rmc BUILDING CONNECT H ASSOCIATES mixnax � ' . " .DRAPO� WN TG &A °•O X0i �.'.,,.. ..... .., .n 15048DT03 R" RMATE DA RW Wn l �p a qq K y) �a Epp z m N 0 am m ep MIT am NEF9 < soon OPTIONAL FOR NEA9 50 KMPH o (30 MPH) OR p OPTIONAL FOR 50 KMPH o (30 MPH) OR LESS 0 8911 Qw NE/D z l l (a x O95E9 � km U WIN �f r SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. ONE WAY ARTERIAL TWO —LANE CLOSURE LEGEND ❑ ❑ Channelizing devices Trailer mounted flashing arrow board Flogger ,nn mm kCING I �� //� / // / /J / /�//�J 100 mm MIN. 'AFFIL vllfo ( a 8 r ) mm DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK 75 mm TO 160 M (r T00 (3 "4 ") F l6") 50 mm (2") TYP. TUBULAR MARKERS CONES (4..) CHANNELIZING DEVICES 1333 CRESTSIDE DRIVE COPPEL4 TEXAS (,i(h011�l', rmc BUILDING CONNECT H ASSOCIATES mixnax � ' . " .DRAPO� WN TG &A °•O X0i �.'.,,.. ..... .., .n 15048DT03 R" RMATE CHANNELIZING DEVICES CALL CHANNELIZING DEVICES SHALL HAVE WARNING LIGHTS OR LARGE REFLECTORS WHEN USED AT NIGHT. FLASHING WARNING LIGHTS MAY BE PLACED ON CHANNELIZING DEVICES USED SINGULARLY OR IN GROUPS TO MARK A SPOT CONDITION. WARNING LIGHTS ON CHANNELIZING DEVICES USED IN A SERIES SHALL BE STEADY -BURN. CHANNELIZING DEVICES IN TAPERS AT NIGHT SHALL HAVE TYPE C WARNING LIGHTS. 2.THE RETROREFLECTIVE MATERIAL USED ON CHANNELIZING DEVICES SHALL HAVE A SMOOTH, SEALED OUTER SURFACE. 3.THE NAME AND TELEPHONE NUMBER OF THE AGENCY, CONTRACTOR OR SUPPLIER SHALL BE SHOWN ON THE NON-RETROREFLECTIVE SURFACE OF ALL CHANNELIZING DEVICES. THE LETTERS AND NUMBERS SHALL BE A NON - RETROREFLECTIVE COLOR AND NOT OVER 50 mm (2 ") IN HEIGHT. 4.PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE AND PROPERLY POSTITIONED ATALL TIMES. DEVICES SHALL BE REPLACED THATARE DAMAGED AND HAVE LOSTA SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. CONES CONES SHALL PREDOMINANTLY BE ORANGE, FLUORESCENT RED -ORANGE, OR FLUORESCENT YELLOW- ORANGE IN COLOR, NOT LESS THAN 70 mm (28 ") IN HEIGHT, AND SHALL BE MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES ON IMPACT. FOR NIGHT TIME USE, CONES SHALL BE RETROREFLECTVE OR EQUIPPED WITH LIGHTING DEVICES FOR MAXIMUM VISIBLITY. RETROREFLECTION OF CONES SHALL BE PROVIDED BY A WHITE BOND 150 mm (6") WIDE, NO MORE THAN 75 TO 100 mm (3 TO 4 ") FROM THE TOP OF THE CONE, AND AN ADDITIONAL 100 mm (4") WHITE BAND A MINIMUM OF 50 mm (2") BELOW THE 150 mm (6") BAND. TRAFFIC CONES ARE NORMALLY USED FOR SHORT -TERM STATIONARY AND SHORT DURATION WORK. HOWEVER, CONES MAY BE USED FOR INTERMEDIATE -TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. TUBULAR MARKERS TUBULAR MARKERS SHALL PREDOMINANTLY BE ORANGE IN COLOR NOT LESS THAN 700 mm (28 ") IN HEIGHT, A MINIMUM 50 mm (2 ") WIDE WHEN FACING TRAFFIC AND MADE OF A MATERIAL THAT CAN BE STRUCK WITHOUT DAMAGING VEHICLES. FOR NIGHT TIME USE, TUBLULAR MARKERS SHALL BE RETROREFLECTIVE PROVIDED BY TWO (2) 75 mm (3') WIDE WHITE BANDS PLACED A MAXIMUM OF 50 mm (2 ") FROM THE TOP, WITH A MAXIMUM OF 150 mm (6") BETWEEN BANDS. TUBULAR MARKERS ARE NORMALLY USED FOR SHORT -TERM STATIONARY AND SHORT DURATION WORK HOWEVER, TUBULAR MARKERS MAY BE USED FOR INTERMEDIATE -TERM STATIONARY WORK AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. VERTICAL PANELS VERTICAL PANELS SHALL BE 200 TO 300 mm IS TO 12 ") WIDE AND AT LEAST 600 mm (24 ") IN HEIGHT. THEY SHALL HAVE ORANGE AND WHITE STRIPES, AND BE RETROREFLECTIVE. PANEL STRIPE WIDTHS SHALL BE 150 mm (6 ") EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 900 mm (36 "). WHEN 100 mm (4 ") STRIPES MAYBE USED. IF USED FOR TWO-WAY TRAFFIC, BACK - TO-BACK PANELS SHALL BE USED. DRUMS 1. DRUMS USED FOR TRAFFIC WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF LIGHT- WEIGHT FLEXIBLE AND DEFORMABLE MATERIALS AND BE A MINIMUM OF 900 mm (36`) IN HEIGHT, AND HAVE AT LEAST 450 mm (18 ") MINIMUM WIDTH, REGARDLESS OF ORIENTATION. STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUNFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFLECTIVE STRIPES 100 TO 200 mm (4 TO 8 ") WIDE. EACH DRUM SHALL HAVE A MINIMUM OF TWO (2) ORANGE AND TWO (2) WHITE STRIPES. ANY NON- RETROREFLECTIVE SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES, SHALL NOT EXCEED 60 mm (2") WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF ROADWORK OR OTHER DEBRIS. 2. DRUMS SHOULD NOT BE WEIGHTED WITH BAND, WATER OR ANY MATERIAL TO AN EXTENT THAT WOULD MAKE THE HAZARDOUS TO MOTORISTS, PEDESTRIANS OR WORKERS. WHEN THEY ARE USED IN REGIONS SUSCEPTIBLE TO FREEZING, THEY SHOULD HAVE DRAINAGE HOLES IN THE BOTTOM SO WATER WILL NOT ACCUMULATE AND FREEZE,CAUSING A HAZARD IF STRUCK BY A MOTORIST. BALLAST SHALL NOT BE PLACED ON TOP OF THE DRUM. ov e —. GENERAL TRAFFIC CONTROL NOTES 1. ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES AND WARNING SIGNS SHALL BE FURNISHED, PLACED, CONSTRUCTED AND MAINTAINED IN THE APPROPRIATE TYPES AND SIZES AND FLAGGER OPERATIONS EXECUTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (TMUTCD), THE CITY STANDARD SPECIFICATIONS SERIES 800 AND THE CITY TRANS. PORTATION CRITERIA MANUAL, OR AS DIRECTED BY THE ENGINEER OR DESIGNATED RE- PRESENTATIVE. IF A CONFLICT ARISES THEN THE CITY TRANSPORTATION CRITERIA MANUAL SHALL CONTROL UNLESS OTHERWISE INSTRUCTED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 2. THE CONTRACTOR SHALL NOTIFY THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT (972) 466-3200 NO LATER THAN 72 HOURS PRIOR TO DATE WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION. 3. PROPOSED CONSTRUCTION TRAFFIC MOVEMENTS MAY REQUIRE EXISTING SIGNAL HEADS TO BE RELOCATED. THE CITY WILL REVIEW SIGNAL HEAD LOCATIONS DURING CONSTRUCTION AND PERFORM THE REQUIRED ADJUSTMENTS. THE CONTRACTOR SHALL CONTACT THE TRANSPORTATION DIVISION OF THE DEPARTMENT OF PUBLIC WORKS AT (972) 463-3200, THREE (3) DAYS PRIOR TO PLACMENT ANY TRAFFIC CONTROLS WHICH MAY REQUIRE SIGNAL HEAD ADJUSTMENTS/RELOCATION, UNDERSEALING, MILLING, PAVING AND WHEN WORKING IN INTERSECTIONS AS PART OF THE TRAFFIC CONTROL OPERATIONS. THE PEACE OFFICER SHALL BE ABLE TO SHOW PROOF OF CERTIFICATION BY THE TEXAS COMMISSION ON LAW ENFORCEMENT OFFICER STANDARDS. 5. THE CONTRACTOR SHALL NOTIFY ALL OTHER GOVERNMENTAL AGENCIES WHOSE RIGHTS - OF- WAY ARE AFFECTED BY HIS WORK ACTIVITIES. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT THEY MAY NEED. 6. THE CONTRACTOR SHALL MAINTAIN ONE (1) DUST -FREE LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES, UNLESS OTHERWISE NOTED IN THE DRAWINGS OR APPROVED THE ENGINEER OR DESIGNATED REPRESENTATIVE. 7. THERE SHALL BE A MINIMUM OF THREE (3) METERS (10 FEET) CLEAR WIDTH FOR EACH LANE OF TRAFFIC IN CHANNELZZND AREAS, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 6. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS AT ALL TIMES. IF ACCESS CANNOT BE MAINTAINED, THE CONTRACTOR WITH THE APPROVAL OF THE ENGINEER OR DESIGNATED REPRESENTATIVE SHALL PROVIDE AT LEAST 24 HOUR WRITTEN NOTICE OF LIMITED ACCESS TO AFFECTED PROPERTY OWNERS. THE CONTRACTOR SHALL PROVIDE BUSINESS ACCESS SIGNS AS NEEDED TO NFORM DRIVERS OF THE LOCATIONS OF ALL DRIVEWAYS. 9. TEMPORARY LANE CLOSURES IN THE CENTRAL BUSINESS DISTRICT (CBD) OR ON ARTERIAL STREETS SHALL NOT BE PERMITTED DURING THE HOURS OF 7 AM TO 9 AM AND 4 PM TO RPM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE TRANSPORTATION DIVISION. 103RAFFIC CONTROL SHOWN ON STANDARD DETAILS AND PLAN SPECIFIC. ADDITIONAL SIGNING AND/ OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATION/ RESTORATION OF EXISTING PAVEMENT MARKINGS, MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. FIELD ADJUSTMENTS TO TRAFFIC CONTROLS WILL NOT BE PAID FOR DIRECTLY, BUT WILL BE CONSIDERED SUBSIDIARY TO ITEM NO. 803S "BARRICADES, SIGNS AND TRAFFIC HANDLING ". 11.THE CONTRACTOR SHALL DESIGNATE A COMPETENT PERSON FOR TRAFFIC CONTROL. THE COMPETENT PERSON SHALL MAKE INSPECTIONS OF THE TRAFFIC CONTROL DEVICES AT LEAST TWO (2) TIMES A DAY (ONCE AT THE BEGINNING OF THE DAY AND ONCE AT THE END OF THE DAY), INCLUDING NON - WORKING DAYS, ENSURING THAT ALL DEVICES ARE IN THEIR PROPER PLACE AND ARE IN WORKING ORDER. 12.ALL DEVICES SHALL BE MADE USING MATERIALS LISTED ON THE TxDOT APPROVED PRODUCTS LIST. 13. ALL PERSONS WORKING WITHIN THE RIGHT -OF -WAY SHALL WEAR BRIGHTLY COLORED SAFETY VEST. FOR NIGHTTIME WORK THE VEST SHALL BE RETROREFLECTIVE, 14. WHEN AN INTERSECTION IS CLOSED FOR CONSTRUCTION, THE CONTRACTOR SHALL PROCEED WITH CONSTRUCTION IN SUCH A MANNER THAT THE CLOSURE TIME IS MINIMIZED. 15. THE CONTRACTOR SHALL NOTIFY THE CAPITAL METRO DISPATCHER AT 385-1295 ONE (1) WEEK PRIOR TO LANE CLOSURES ADJACENT TO BUS STOPS. DURATION OF WORK WORK DURATION IS A MAJOR FACTOR IN DETERMINING THE NUMBER AND TYPES OF DEVICES USED IN TEMPORARY TRAFFIC ZONES. THE FIVE (5) CATEGORIES OF WORK DURATION AND THEIR TIME AT A LOCATION ARE AS FOLLOWS: - LONG -TERM STATIONARY -WORK THAT OCCUPIES A LOCATION FOR MORE THAN 3 DAYS. - INTERMEDIATE -TERM STATIONARY -WORK THAT OCCUPIES A LOCATION FROM OVERNIGHT TO 3 DAYS. - SHORT -TERM STATIONARY- DAYTIME WORK THAT OCCUPIES A LOCATION FROM 1 TO 12 HOURS. - SHORT - DURATION WORK THAT OCCUPIES A LOCATION UP TO 1 HOUR- - MOBILE -WORK THAT MOVES INTERMITTENTLY OR CONTINUOUSLY. Typical Transition Lengths and Suggested Maximum Spacing of Devices Minimum Desirable Suggested Max. Suggested Taper Lengths (L) Device Spacing Sign Spacing Meters (Feet) Meters (Feet) Posted 10(10) 3.3(11) 3.6(12) On One Speed Formula Offset OBSet ORSet taper tangent "x PH Meters Meters Meters Meters Meters Dimension (MPH) (feet) (feet) (feet) (feet) (feet) 60 45 50 55 9 16-20 (30) _ L -W= (150) (165) (180) (30) (60 -75) 40(120) 55 65 70 75 10 25.25 (35) 60 (205) (225) (245) (35) (70 -90) 50(160) 65 80 90 100 12 2530 (40) (265) (295) (320) (40) (80 -100) 75(240) 70 135 165 13 2530 (45) (450) (495) (540) (45) (90 -110) 100(320) 80 160 165 180 15 3035 (50) (500) (550) (600) (50) (100.125) 120(400) 90 165 185 200 16 3540 (55) L=WS (550) (605) (860) (55) (110 -140) 150 1500) 100 180 200 220 18 40-45 (60) (600) (660) (720) (60) (120 -150) 180 (600) 105 195 215 235 19 40 -60 (65) (650) (715) (780) (65) (130 -165) 2TD (700) 115 215 235 255 21 4555 (70) (700) (770) (840) (70) (140 -175) 240 (B00) a 'e 9 TYPICAL DETAIL A" CORE BORE CONCRETE MANHOLE WALL.ETC... 6" DIA CORE BORE 5 "10 OSP /GRC SLEEVE EXPDXIED INTO BORE. -.. . 4" GSP /GRC CONDUIT e a CORE 1 -2° HOLE IN WALL SLAB. NOTE: 1 -1.5° E.M.T. W/ —,� \ 3/e" ALL THREAD AND r \ HANGERS ON 4' -5' CENTERS PVC TO EMT ADAPTERS PROPOSED 12 "Wx18 'Hx12'D BUILDING NEMA RATED METAL PULLBOX FOQPNG SECTION VIEW DETAIL INTERIOR RISER N.T.S. THUNDERUNE LS300 LINK SEAL SUPPLIED SUR FACE DE v / CORE DRILL CONCRETE FLOOR OR WALL PENETRATION DETAIL NOT TO SCALE CLOSE COUPLED EMT CONCRETE DECK OR WALL ANY NUMBER OF INNERDUCTS ANO HDPE'S AS SPEC STANDARD PIPE CU C FIBER OPTIC CABLE CONDUIT /SIZED PER DRAWING KINDORF SUSPENDED EMT CONCRETE DECK OR WALL C OF INNERDUCTS AND /OR HOPE'S AS SPECIFIED SUSPENDED EMT CONCRETE DECK OR WALL 3/4 x NC10 STANDARD 3/4 EXPANSION GALVANIZED HANGER SHIELD BOLT BOLT (LENGTH AS REO'D) & LOCKWASHER 3/4 EXPANSION ANY NUMBER INNERDUCTS HDPE'S AS E O FIBER OPTIC CABLE CONOUITWSIZED PER DR WING STANDARD PIPE TYPICAL DETAIL TYPICAL SINGLE DOOR HOFFMAN LOCKING PULL. BOX PULL BOX TYPE X' Y' Y OISTRIBUTON 24" 24" a. CABLE STORAGE 36" 36" 12 REV REVOATE 1333 CRESTSIDE DRIVE COPPELJ, TEXAS BTJMDING CONNECT d ASSOCIATES ucvupr ORRAWN TG &A .zx 15048DTOS REV REVOATE i S m P "R a e v d C 8 g MOTE U EXPOSURES. ESTIAU SHEET T! COPPELL, TEXAS CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION � ��l TRENCH 500' DIR. BORE OPEN CUT 12"z12 "z8" PB 3'z5'z4' HH 1.25" HOPE 1000' 4" RDPE 4" SDR-11 1.25" INNERDUCT 5" CORE DRBZ 48 FIBER CABLE 550 fA N N SCALE i" =40' no_TE UTLITYSR0W REPRESEI7TED0 PLFlRS RRE BAMD ON RECORDS, NOT ON B0Ot'IDfA4Y SURVEY &FIELD EXPOSURES. CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 1333 CRESTSIDE DRIVE COPPELL, TEXAS �� yy NOTE: � fi CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS SCALE i " =ao' TRENCH 500' DIR. BORE OPEN CUT 12 ":12"x5" PB 3':5'x4' EH 1 1.25" RDPE 1200' 4" HOPE 4" SDR -11 1.25" INNERDUCT 5" CORE DRILL 45 FIBER CABLE 550' a 3 9 B 0 S 6 a 0 0 s` �d VV 1333 CRESTSIDE DRIVE COPPELL, TEXAS 11 +00 10 +00 9+00 8+00 7 +00 s t r 1 i 1 530 r ; I L 525—, r +I I r _ 510 20 1 I CONTRACTOR 70 IFICTOR PLACE I 2 -125 HDP.E _ EOUIFPMWITH48FSER j5 i fill { EXECUTIVE DRIVE ESTIMATED SHEET TOTALS TRENCH DIE. BORE OPEN CUT 12 "x12 "x6" PH 3'x5'x4' EH 1.25" BDPE 4" HDPE 4" SDR -11 1.25" INNERDUCT REV DESCRIPTION SY APVD DATE ( m 1333CRESTSMEDPIW 5" CORE DRILL COPPELL THXM 46 FIBER CABLE I t amw {�p�p /' Tel.�rB-(.if�IOL�� %. '"`� BUDDING CONNECT WA E ASSQCiATE3 y DRAWN TG &A °N° Mk mnm ""°' �°`" `APPY 15048PV02(A) Pcv O"ssu �S w "' OR APR PROT TA (iuHCr p REVDATE cnc.A+�rz no 1333 CRESTSIDE DRIVE vllllllffi� UTILITYER.O.W_'IF 5dYiED Oft PLAN5 IlRE8R5ED 0' RECORDS COPPELL TEXAS NOT ON 80UfIDftRY SURVEY B FIELD EXP05URE5. 3 STA. 11 +00 -STA. 17 +00 + CONTRACTOR TO PLACE 2 -1.25" H.O.P.E. WITH a 48 FIBER CABLE N 20' UTILITY ESMT I 4, r LL I 4 S i 0 iA i ID J T i SW6T i L 600 00 4' V I ti EXECUTIVE DRIVE CJ _ T t GT�1 /p TLE_Nn i e t " w w- ESTIMATED SHEET TOTALS E o; N d N CONTRACTOR TO LOCATE & VERHE Y ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 8z SCALE 1 " =40' s a s" r 0 S s < 0 0 3 c ESTIMATED SHEET TOTALS 1333 CRESTSIDE DRIVE COPPELL, TEXAS EXECUTIVE DRIVE EXECUTIVE DRIVE & WRANGLER DRIVE noTE UTILITYEROW REPRESEiITED Oh PLFlIYS fiRE BfiSED OIYREC0RD5. IYOT Oh 80UfIDRRT SURVEY 6 FIELD EXPOSURES. ESTIMATED SHEET TOTALS TRENCH DIR. BORE 800' OPEN CUT 12 "s12 "z8" PB 3'x5'z4' BE 1 1.25" HDPE 1200' 4" HOPE 4" SDR -11 1.25" DMRDUCT 5" CORE DRILL 48 FRIER CABLE 850' O O + M N h D) N NOTE: () PnNTRAPTnR Tn PLAPR 1333 CRESTSIDE DRIVE COPPELL, TEXAS MATCH LINE - STA. 17 +00 CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION N Q) SCALE 1 " =40' 3 B 3 c g �g a 0 3 0 4 C Q VV NOTE UTILITY ERO W. REPRESITYTED ON PLANS RREBRSED On RECORDS. NOT ON BOUNDARY SURVEY E FIELD EXP05URE5. ESTIAMTED SHEET TOTALS TRENCH DIR. BORE 800''. OPEN CUT 12 "zi2"ze" PH 8'z5'z4' RH 1 1.25" HDPE 1200' 4" HDPE 4" SDR -11 1.25" INNERDUCT 5" CORE DRHI 48 FIBER CABLE 850' J h 1333 CRESTSIDE DRIVE COPPELL, TEXAS x 2 NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS CAUTION: PRIOR TO CONSTRUCTION ez SCALE i" =40' 2 0 e 7 � R noTe 1333 CRESTSIDE DRIVE UTILITY 6 ROW. REPRE561TED On PLArl5RREBR5EDOPIRECORD5. COPPELL TEXAS CAUTION: MOT OT1 BOUNDFRY 5URVEY I 6FIELDExP05URE5. CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTnaTIE5 PRIOR TO CONSTRUCTION 8z SCALE 1" =401 S S Z 3 N N N N Y' N m ul M O M M F y STA. 29 +00 —STA. 35 +00 CONTRACTOR TO PLACE (o 2 -1.25" H.D.P.E. WITH 1> 48 FIBER CABLE (Z m (Z 4' 9v 9 2' ® --- NU— __- 14� —__ lya— __— yr__— µ— __— y'a -_— - _— r - =..�k T° . a r a r a a 600' 10 "SS r a r r g + 66 "RCPs 36"RCP s a a a • a s w aCRESTSIDE DRIVEa a a Bap i:. - -- r m�a w 44 l T Y ZO f y ( y !Y M1 j( `I ESTIMATED SHEET TOTALS Rr^T *'T..rX REV DESCRIPTION DY APVO DATE (� 1333 CRESTSIDE DRIVE en aro COPPE14 TEXAS ��%��,� BUELDDJG CONNECT DAs IN a. nssonn,ES xu mw _ DRAWN TG &A uo+APPV 15MIYV06 REv (a(a Ov aM DR RMAR TRENCH g00' DIR. BORE OPEN CUT 12 "z12 "ze° PH 9'x5':4' HH 1.25" HDPE 1200' 4° HDPE 4" SDR -11 1.25" INNERDUCT 5" CORE DRIIY 48 FIBER CABLE 800' a N 0 C q�$ S y 0 9 0 tl b S G G 8 °cam I UTILITY GROW REPRE5ENTED OIY c PLAN5 RRE ER5ED ON RECORD5.. MOT ON 50U IDFIRY 5URVEY Fi FIELD EXP05URE5. 9' NOTE: CONTRACTOR TO PLACE CONDUIT 18" BELOW ALL INLETS 1333 CRESTSIDE DRIVE COPPELL, TEXAS 2 eTA x51nn —CTA d1.4nn r CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 8z SCALE 1 " =40' E 800' UT a8" PB HH L 1 DPE 1200' 11 MRDUCT 5" CORE DRHl 48 FIBER CABLE 850' 1333 CRESTSIDE DRIVE COPPELL, TEXAS CRESTSIDE DRIVE ESTIMATED SHEET TOTALS a C C q� o` Y V x S °cam NOTE i UTILITY 6 ROW REPRE5EINTED ON PLANS ARE BR5ED ON RECORD5 NOT ON BOUNDARY SURVEY 6 FIELD EXP05URE5. ESTIMATED SHEET TOTALS CAUTION: CONTRACTOR TO LOCATE & VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION 0 TA. 41 +70 -STA. 41 +9 CONTRACTOR TO PLACE 2 -1.25" H.D.P.E. WITH 48 FIBER CABLE a 0 x x W oop ro rn a s i ' +S � m a 1333 CRESTSIDE DRIVE COPPELL, TEXAS 3'x5'x4' ZAYO HANDHOLE INCLUDE 50' SLACK COIL CONTRACTOR TO STA. 41 +95 LOCATE AND VERIFY CONDUIT AND FIBER CONTRACTOR TO LOCATE PRIOR TO AND CONNECT TO EXISTING CONSTRUCTION CUSTOMER MANHOLE STA. 41 +00 -STA. 43 +45 CONTRACTOR TO CE ,r-� 2 -1.25" H.D.P.E. WITH ��. ✓} 48 FIBER CABLE 10"W CONTRACTOR TO LOCATE AND CONNECT TO EXISTING ZAYO HANDHOLE INCLUDE 50' SLACK COIL i 36 "RCPs ' CRESTSIDE DRIVE Y ...... ®(223')_., _ , .... a SCALE 111=40' /OO \ ■C'' a \ / \ / /u /uur'. SCALE 111=40'