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Zayo-PT150420 Scott Latta 20 April 2015 I r 0 s 0 's VV 9 #15067CS01 q m c 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS 6 s m P C &g b 0 's T \TT1T <T l�TTTTT� 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS #isos7iSO1 s zay(y CONTACT SHEET = DRAWING INDEX ZAYO CONTACTS DRAWING INDEX CITY MANAGER DESCRIPTION SHEET NAME FILE NAME ,. TOMMY CAPPS (817) 665 -8401 I COVER SHEET CSO1 15067CS01.dwg SENIOR PROJECT MANAGER MAP SHEEP j, MSOt 15067MSOt.dwg CHUCK ROBERTS (817) 665 -8410 INDEX SHEET ( ISO1 150671SOt.dwg CONTACT /DRAWING INDEX (THIS SHEEN CT01 15067CTOi.dwg GENERAL NOTES GN01 15067GNOi.dwg MATERIAL RAKE —OFF SHEET MR01 15067MR01.dwg FIBER SCHEMATIC SHEET ! FS01 15067FS01.dwg DETAIL SHEETS DTL(S) 15067DTL(S).dwg BUILDING CONTACTS OSP /ISP DESIGN SHEETS PV01 -04 15067PV1 -4.dwg BUILDING CONTACT(S): _ .... X%XXx (XXX) XXX —XXXx I i I BUILDING ENGINEER(S): I XXXXX (XXX) XXX -Xxxx - I ENGINEER CONTACTS PERMITTING AGENCIES ENGINEERING FlRM: TECH GROUP & ASSOCIATES, INC. (972) 613 -0881 924 WINDBELL CIR. MESQUITE, TEXAS 75149 ENGINEERING CONTACT: CHARLES MARTINEZ (214) 317 -5452 i CONSTRUCTION CONTACTS 9 CONSTRUCTION FIRM: TO BE DETERMINED (XXX) XXX —XXXX I a i ! CONSTRUCTION CONTACT: TO BE DETERMINED (XXX) XXX —XXXX SPLICING FlRM: REV DESCRIPTION BY APVO DATE ^� 1315 SOUTH BBLTU ROAD Cop L4 TEXAS rnacn TO BE DETERMINED (XXX) XXX—XXXX TEEFIR ""` BURDINGCONNWr TE�s/�� ^@" "�^+n�^ _DRAWN w oeo,pppV TG &A 15067GT01 R[v K CONTACT 48 HOURS PRIOR TO CONSTRUCTION K wmwm U1qu,�w;w �wrz REM^TE s !V Sv w zayo GENERAL NOTES APPLICABLE CODES CABLE VAULT INSTALLATION NOTES: PROJECT INFORMATION ZAYO GENERAL NOTES: 90" ISSMION OR STATE MWAY AND iPMISPORBiKI1 OFHCLNS - LATEST 1. FUR IDCA AND D OREWIION M CABLE VVA16, SEE ED" NOR1pM RARE PAN. owx,LOtt9L SAFER AM IEBTH stARnARS - LA16T FDIIICIR 2. CAL OFBom PF1EmAnow AND JOINTS N CASE WA MARK m URFIR1 TRAFFIC CSDRS. CMDE5 SAID NIH A NM -9MIt BbUE m FVpI A'1M1FAR4iE CASE wuE. U TN A BAS COLEbTPO cIFAN E OF LARUE wiw aR se SD CRBNm SIDE Ili C RM TW OF iFE 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, MEMODS, EASE sN1 S: TW3AE too (121 TEOHNDUES, PROCEDURES, AND SEOUeM FOR COO DIM71NG ALL PORTIONS OF THE WORK UNDER A, FRSED SABMCE RRWED To A COMMON EW& TO OR THE CONTRACT. GREATER Txw OR4TOL CaaTOxa 2 THE CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THE SCOPE OF WORK AND EXISTING XB a Borml DP ETrJWOax COTE%= Alm UVE ED FROR To GNIE wAr NsMLLALOM SITE CONDITIONS. a WYA7 sr TWAT TIE CQER R AT TFE OCEED CRAOE 3. THE CONTRACTOR SHALL VERIFY AL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SLOMITTING A aEVAJXlK BID. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS, SHALL BE REPORTED TO PRDJECT MANAGER BEFORE PRocam NG WIN THE WORK. 4, THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE BY CONTRACTOR TO NEW AND EXISTING COSTRUCTON, STRUCTURE, LANDSCAPING, OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SATISFACTION OF THE ROW OMER AND PROJECT MANAGER AT THE EXPENSE OF THE CONTRACTOR. CITY GENERAL NOTES: GENERAL COMMENTS S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL REPLACE OR REMEDY, ANY FAHLTY, IMPROPER, OR DNFERKM MATERIALS OR WORIOAANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. S. THE CONTRACTOR SHALL REMOVE ALL RUBBSH AND WASTE MATERIALS ON A REGULAR BASIS, AND SHALL EXE M STRICT CONTROL OVER JOB CLEANING THROUGHOUT CONSTRUCTION UP TO COMPLETION OF WORK. 7. B SHALL BE THE RESIAMOUTY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES ADJACENT TO OR CROSSING THE NEIWDRK ROUTE. WHEMER SHOWN HEREIN OR NOT, AND TO PROTECT THEIR GENERA. NOTE SPETAFIGTIONS FOR THE FROM DAMAGE THE CONTRACTOR SHALL BEAR ALL EXPENSES FOR REPAIR OR REPLACEMENT OF CITY OF COPPELL UTILITIES OR OMER PROPERTY DAMAGED BY CONTRACTOR IN CONJUNCTION YAM THE EXECUTION OF I. ALL. PAVEMENT, WRe AND BE REST WARS. DRAINAGE RAGE DITCHES. SUCH OLVNM:E IMPROVEMENTS SHRUBS, GRAVE SOD. RESTORER WORK. , ETC. WILL BE TS. THEIR & THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE ORIGINAL CONOTCH OR BETTER. THE JOB JOB S M PROGRESS AND LINO. 6 COMPLETED. 2 UNDERGROUND UTILMES HAVE BEEN PLUM FROM FIELD OBSERVATIONS AND AVAILABLE RECORDS BUT ARE NOT NECESSARILY EXACT. UTUTES WILL W 9. THE COMPACTOR SMALL PROVIDE TEMPORARY WATER, POWER. AND TOILET FACILITIES AS REWIRED BY VERIFIED IN ADVANCE O TRENCHING SO THAT CHANGES N AIWMENT ANT) OR GRADES MAY BE MADE IN CASES OF CONFLICTS. THE CITY OR GOVERNING AGENCY. UNDERGROUND SPRINGERS AND TRAFFIC INTERCONNECT DUCTS/CABLES MAY BE PRESENT N THE AREA. LOCATE AND PROTECT. t0. THE COHIRWM SHA L NOTIFY PROJECT MANAGER IF DETAILS ARE CONSIDERED UNSUITABLE, 3. f t EAST 2' DEEP SAW CUTS WILL BE MADE AT L 12' ONSIDE OF ORCH UNSAFE, NOT WATERPROOF, OR HOT WHIN CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, UNFS PRIOR TO REPLACEMENT O CONCRETE OR ASPHALT PAYMENT, WARS B WILL OU ASSUMED THAT THERE IS NO 0&IECIION TO THE DETAIL. DETAILS ARE INTENDED TO AND DRNES. PAVEMENT, WARS AND DRIVE RESTORATION WILL BE O THE SHOW THE ETD RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUB JOB SAME TYPE AS REMOVE, PER CITY OF FARMERS BRANCH RESTOPATION REWREMENTS. CONDITIONS, AND SHALL BE MCIMDED AS PART OF THE WOO(. 4. AL PAVEMENT, WRNS AND DRIVE CONCRETE REPLACEMENT IS TO BE OF A MIX DESIGN APPROVED BY THE CRAY OF COPT E 11. AL SYMBOLS AND ABBREWOIOS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION 5. THE CONSTRUCTION SITE S TO BE SUITABLY LIGHTED AND BARRICADED AT RKNL STANDARDS. E THE CONTRACTOR HAS QUESTIONS REGARDING THEIR EXACT MEANING, TECH GROUP E �PA�T W SUCH �4 OR 3 AND 100X CALL BEFORE YOU DIG SHALL BE NOTIFIED FOR CLARIFICATION BEFORE PROCEEDING WITH THE WONT. 9 B AS � ETC., WITH AN A'PROPRNTE COAPRESgON SRiMGtH OF 100 P.SI. 1 — 800 — DIG —NESS 12 ALL GRADS SHOWN AS PROPOSED FINISHED GRADES WOLIIDE SURFACE TREATMENTS SUCH AS EXAMPLES CUTS I CE DRIVEWAYS. .SID WA ETC 72 72 HOURS NOTICE REQUIRED TOPSOIL OR PAVEMENT. MAKE ALLOWANCES OURNG EARTHWORK OPERATIONS FOR THESE SURFACE ALL CONCRETE SEALED TREATMENTS. ASPHALT MIX, 7. T14E FOLLOWING DIVISIONS WITHIN THE CRY OF COPPELL WILL BE NIC IFim 13. ALL WORK SHOWN ON THE OSP DRAWINGS SWLLL BE ACCOMPLISHED IN ACCORDANCE WITH THE AT (FART 48 HOURS PRIOR TO CONSTRUCTION 50 TART LOCATES MAY BE MARKED. REQUIREMENTS OF SPECIFOATON 02000 - FOC OSP - CONDUIT SMEMS. C CITY OF COPPELL. .............. _............ .......... 486 -3200 LONE STAR CAS .... .. .... .................... ..... ....... 263 -34K LOS CWNAS CABLE ASSOCIATION 283 -3444 .......... ..... ONE CAL LOCATE, AT&T, MG, SIB, TEUFPORL MFS, GTE, WILTS, TUXLECIRIC. R2, SPRINT 1- SOD-a95 -ONO 3 3 S. UNLESS OTHERWISE NOfm, ALL CONDUIT TO BE BURIED 1O A MIROMUM O 38' COVER, OR AS SPECIFIED, S S. GROUT AROUND OUT FILL VOIDS AR ENCASEMENT PIPES, CONCRETER BULKHEADS AT EACH END O BORE PIPES. 10. CONTACT THE TEXAS HIGHWAY DEPARTMENT PRIOR TO CONSTRUCTION. PERMIT APPROVAL IS REWIRED PRIOR TO CONSTRUCTW. T REY DESCRIPTION DY APYD DATE oaaccr. 1315 SOUTH BELTUNE ROAD woc COPPELL, TEXAS Za. T E1C= H=C -�hou� yo� BUILDING CONNECT 8 ASSOCIATES WiEPYIMx cmi MVVY4rt "� .NO, HAS DRAWN TG &A xa t5087GN01 REV RVxa'"'`®.:®xm .,„ Tq i a: (v,q -n APPY PEVWiE x,nren wmmex WNSs e u ....m mu[ aw wrz !V Sv w IVM 'm 'V zaya MATERIAL RAKE -OFF SHEET OUTSIDE PLANT DESCRIPTION QUANIDY UNITS NOTES \COMMENTS DIRECTIONAL BORE 1,195' ( LF. .. TRENCH & PLACE -� .... - .... LF. - PULL THRU - I LF. H.D.P.E. 1,195' I LF. ...__ ... 48..FlBER CABLE 1,345._.. .L. .... -. LF. '...._... ..... ...._.... ......... .... _... _, . _..._..... ._.._... ,.. ... HANDHOLE(S) ._ 1 EACH ....... 8" STEEL CASING - ... LF..... __.. -. I I t I I INSIDE PLANE DESCRIPTION QUANTITY UNITS NOTES \COMMENTS .... _. ........ .... PULL THRU _....... .__. 1 .._...- ....... 0' L.F. 2" PLENUM RATED INNERDUCT ' 140' LF. 1.25" E.M.T. ' O' !. LF. . -.. ., .. .- ..... -... ..... _... PULL BOX(ES) 2 I EACH i 48 FlBER CABLE 190' I L.F. 3 REV DESCRIPTION BY APVD .""'."" 1315 SCOOPPELL�T' PL.IXNASROAD ... _ . __�... G.,.- /� zayoDATE��cmc TGCH- (.�jlliJ�I�I BVnDING CONNECT - - -. 8 ASSOC[ATES wrtwunu �.Vrsavrmi ®m nnrz 01000 DRAWN TGA[A APPV XOj ISOGJMROS "vfle[vm flEVDAIE IVM 'm 'V A a s" S s� IN z 0 's Q 8 �? S BELTLINE ROAD r� 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS /15067FSO1 ommummommom NOTE: ® ® ®® TOTAL ZAYO FIBER = 1345' S BELTLINE ROAD r� 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS /15067FSO1 ommummommom Z a x a C N P g a 's a WARNING TAPE 16" BELOW FINISHED EXISTING GRADE GRADE 48" o MIN. COVER SYSTEM �'} - -12" MIN. NOTE: BACKFILL WITH NATIVE ROCK FREE MATERIAL OR AS DIRECTED BY CITY COMPACT TO DENSITY REQUIRED BY CITY TYPICAL TRENCH IN EARTH N.T.S. REMOVE & REPLACE CONCRETE SIDEWALK TO NEAREST JOINT (SIDEWALK STRUCTURE BEYOND TRENCH PER AGENCY REQUIRE6 FOR RESTORATION - 4 CONCRETE DEPTH) — 4" MARKER TAPE DUCT SYSTEM 46^ 2" MINIMUM OR AGENCY MIN. REQUIREMENT IF GREATER COVER MARKER TAPE TYPICAL TRENCH DETAILS REPLACE GRAVEL SURFACE W/ 3/4' MINUS CRUSHED MATERIAL 6" BASE COURSE MINIMUM OR AGENCY REQUIREMENT IF GREATER SYSTEM 12" MIN. NOTE: BACKFILL WITH NATIVE ROCK FREE MATERIAL OR AS DIRECTED BY CITY COMPACT TO 95% TYPICAL TRENCH IN GRAVEL 6" BOTH SIDES — MIN COVER MARKER TAPE MIN. BACKFILL AS PER AGENCY CONCRETE SIDEWALK RESTORATION N.T.S N.T.S SAWCUT EDGES 1 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. E %ISfING GRADE 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. REMOVE & REPLACE TO NEAREST DEEP JOINT BEYQND TRENCH MARKER TAPE — DUCT SYSTEM N S DUCT SYSTEM 0A 101MR0 TYPICAL DIRECTIONAL BORE N.T.S. CONCRETE STRUCTURE PER AGENCY REQUIREMENTS. FOR RESTORATION - 6" MIN. CONCRETE DEPTH) 0 T-�12" MIN. BACKFILL: AS PER AGENCY CONCRETE PAVEMENT RESTORATION N.T.S. 2A�o �( 3'x 5'x 4' -0" PRE -CAST HANDHOLE APPROXIMATE NECK EXTENSION WEIGHTS 6" 450 LOS. 12" 850 LBS. 18" 1250 LBS. 24" 1650 LOS. OPTIONAL FEATURES INCLUDE 6^ INSERTS FOR STEPS OR UNISTRUT FOR STEP MOUNTING �o 2A �3� 18" TYPICAL NECK EXTENSION OR AS SPECIFIED \� 9 " -I. 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 Afif5 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, PUWNG IRONS OR SUMPS CAN BE SUPPLIED AS REQUESTED I 40 2A I GROUND ROD D HOLE FD1 18" TYPICAL NECK EXTENSION MANHOLE TOP OR AS SPECIFIED TYPICAL NECK EXTENSION 36" 9 MANHOLE TOP 6' 4'x 4'x 4' PRE -CAST MANHOLE 6" WALLS - 6" ROOF 48" HEADROOM TOP SECTION PERSONNEL OPENING SIZE OR'::.':.�;, CAST IN RING AND COVER AS REQUIRED CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR l\ FEATURES AVAILABLE BOTTOM SECTION APPROXIMATE TOP " BOTTOM WEIGHTS TOP INSIDE M W LBS. 2' -6" INSIDE 8300 LBS. fR 3' O" INSIDE 9300 LBS. 3' 6" INSIDE 10300 LBS. 4'-0" INSIDE 11200 LBS, MINIMUM EXCAVATION 7'-0 "x11' -0" 48 -M 4'- 0 "x8' -0" QUIKSET 2 -PIECE MANHOLE ❑ SUMP ❑ 12" x 12" KNOCKOUTS WILL BE PLACED IN EACH END WALL ❑ UNLESS OTHERWISE SPECIFTED Z4" 24" mTIJIlliB"III, PERSONNEL OPENING SIZE OR CAST IN RING AND COVER AS REQUIRED BY CUSTOMER SEE NECK EXTENSION AND COVER DETAILS FOR FEATURES AVAILABLE TOM SECTION MINIMUM EXCAVATION 61- 0"x9' -0" 35 -M 3'- 0 "x5' -0" QUIKSET 2 -PIECE MANHOLE 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 61- 0"x9' -0" 35 -M 3'- 0 "x5' -0" QUIKSET 2 -PIECE MANHOLE i a u m b 5 7 's ffi 6 c S� 3 u 1 ► I I' I ► I I AfHO AOMf SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. ( 0 0 to I° ► I J pl 1� OPTIONAL FOR 50 KMPH (30 MPH) OR LESS ARTERIAL ONE LANE CLOSURE Typical Transition Lengths and Suggested Maximum Spacing of Devices DO ROAD WN p I I I p e° o I g° rcQ QiQk m N I Ie °e� MM DA4D e A}EA8 MIT p I I tp "A OPTIONAL FOR NFlB 50 MPH (30 MPH OR LES °e J x(30 MPH) DR LESS e MIT aDH *R=L, I w p z > p WIN '�,�" p 414 i 4 ►� p x �( SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. ONE WAY ARTERIAL TWO -LANE CLOSURE LEGEND O ❑ Channelizing devices '.. Has flaher mounted flashing arrow board Flogger Inn mm iCING 100 mm MIN. AFFIL I 200 iun MAX AFFIL MM DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK IriTVP. 11111 >PIp3AP.re aX4;;M RETRORERECTIVE BAND CONES CHANNELIZING DEVICES A6nirnum DeakoWe ISUggested Mac Suggested Toper Lengths (L) Device Spacing sign Spacing Meters (Fast) Meters (Feet) Posted 3.0(10). 13(11) 16(12) On o On a Speed Speed armula Offset Offset Offset taper tangent max. etsre et" et stare Meters Dimension KMPH MPH feet feet feet feet feet 50 30 L 60 45 150 65 166 70 55 80 75 30 10 (60-75) b (120) 50 (160) 55 35 205 225 245 35 70-90 65 40 20 9 320 40 (80-100) 75 (240) 70 45 135 450 150 495 165 540 13 45 25-30 (go-110) iDO (320) 80 50 150 165 180 15 30-35 120 (400) 500 550 600 50 100 -125 90 55 165 185 200 16 35-40 150 (5W) LWVIS 550 605 660 55 110 -140 ISO 200 220 18 40-45 95 60 600 660 720 80 120-150 180 (600) 105 65 795 650 215 715 235 780 19 85 4o-W 130 -185 210 (700) 115 70 215 235 255 2/ 45-55 240 (800) 700 770 640 70 140-175 DO ROAD WN p I I I p e° o I g° rcQ QiQk m N I Ie °e� MM DA4D e A}EA8 MIT p I I tp "A OPTIONAL FOR NFlB 50 MPH (30 MPH OR LES °e J x(30 MPH) DR LESS e MIT aDH *R=L, I w p z > p WIN '�,�" p 414 i 4 ►� p x �( SEE SHEET 8 OF 9 FOR GENERAL NOTES AND SHEET 9 OF 9 FOR DEVICE SPACING. ONE WAY ARTERIAL TWO -LANE CLOSURE LEGEND O ❑ Channelizing devices '.. Has flaher mounted flashing arrow board Flogger Inn mm iCING 100 mm MIN. AFFIL I 200 iun MAX AFFIL MM DRUM LONG TERM AND INTERMEDIATE TERM STATIONARY WORK IriTVP. 11111 >PIp3AP.re aX4;;M RETRORERECTIVE BAND CONES CHANNELIZING DEVICES 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 60 mm (T) IN HEIGHT. 4.PARTICULAR ATTENTION SHOULD BE GIVEN TO ASSURE THAT CHANNELIZING DEVICES ARE MAINTAINED AND KEPT CLEAN, VISIBLE AND PROPERLY POSTITIONED AT ALL TIMES. DEVICES SHALL BE REPLACED THAT ARE DAMAGED AND HAVE LOST A SIGNIFICANT AMOUNT OF THEIR RETROREFLECTIVITY AND EFFECTIVENESS. T so AT NIGHT, IF THE SITE IS CONTINUOUSLY MANNED. VERTICAL PANELS VERTICAL PANELS SHALL BE 200 TO 300 mm (8 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 160 mm (66) EXCEPT WHERE PANEL HEIGHTS ARE LESS THAN 900 mm (36 "), WHEN 100 mm (4 ") STRIPES MAY BE 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 808 mm (36") IN HEIGHT, AND HAVE AT LEAST 450 mm (I W) MINIMUM WIDTH, REGARDLESS OF OREINTATION. STEEL DRUMS SHALL NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUNFERENTIAL , ALTERNATING ORANGE AND WHITE RETROREFLEC FIVE STRIPES 100 TO 200 mm (4 TO 80) 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 50 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 SAND, 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. GENERAL TRAFFIC CONTROL NOTES EDITION OF THE TEXAS MANUAL ON UNIFORM CONTROL DEVICES (rMUTCD), 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) 486 -3200 NO LATER THAN 72 HOURS PRIOR TO DATE WHICH THE CONTRACTOR INTENDS TO SET UP BARRICADES TO START CONSTRUCTION. •.r c*. u. . N. 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 CHANNELIZED AREAS, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE ENGINEER OR DESIGNATED REPRESENTATIVE. 8. 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 6PM MONDAY THROUGH FRIDAY UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE TRANSPORTATION DIVISION. 107RAFFIC CONTROL SHOWN ON STANDARD DETAILS AND PLAN SPECIFIC. ADDITIONAL SIGNING AND/ OR BARRICADING, AS WELL AS TEMPORARY PAVEMENT MARKINGS AND OBLITERATIOW 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". 1 i.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 TXDOTAPPROVED PRODUCTS LIST. 13. ALL PERSONS WORKING WITHIN THE RIGHT -OF -WAY SHALL WEAR A BRIGHTLY COLORED SAFETYVEST. 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 385-4295 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 OVERNIGHTTO 3 DAYS. - SHORT -TERM STATIONARY - DAYTIME WORK THAT OCCUPIES A LOCATION FROM i 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 3.0(10) 3.3(77) 3.6(12) One One Speed Formula Offset Offset Offset taper tangent "I KPH Meters Meters Meters Meters Meters Dimension (MPH) (feet) (feet) (feet) (feet) (feet) 50 45 50 55 9 15-20 (30) L -- (150) (165) (180) (30) (60 -75) 40(120) 55 60 65 70 15 10 2525 50(760) (35) (205) (225) (245) (35) (70 -90) 65 80 90 100 12 25-30 (40) 1 (265) (295) (320) (40) (80 -100) 75 (240 ) 70 135 165 13 25.30 (45) (450) (495) (540) (45) (90 -110) 100(320) 80 150 165 180 15 3035 (50) (500) (550) (600) (50) (100 -125) 120(400) 90 165 185 200 16 3540 (55) L °WS (550) (605) (660) (55) (110 -140) 1 ( ) 100 180 200 220 18 40-45 (60) (600) (660) (720) (60) (120 -150) 180 (600) 105 195 215 235 19 40 -50 (85) (6 50 (715) (780) (65) (730 -165) 210(700) 715 215 235 255 21 4565 (70) (71 (770) (640) (70) (140 -175) 240(800) 3 a a C 9 g O s' c F� 5a CONCRETE MANHOLE WALLETC... 6" CIA CORE TYPICAL DETAIL A" CORE BORE 5 "10 OSP /GRC SLEEVE EXPDXIED INTO BORE. NOTE: 1 -1.5" E.M.T. W/ 3/8" ALL THREAD AND HANGERS ON 4' -5' CENTERS PROPOSED 12 "Wxi8 "Hxi2 "D NEMA RATED METAL PULLBOX THUNDERLINE LS300 LINK SEAL SUPPLIED 11111 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIN - --------------- ---III IIIIIII 4" GSP /GRC CONDUIT CORE 1 -2" HOLE IN WALL SLAB. SECTION VIEW DETAIL INTERIOR RISER N.T.S. SURFACEDE —,/ /— CORE DRILL CONCRETE FLOOR OR WALL PENETRATION DETAIL NOT TO SCALE ANY NUMBER INNERDUCTS HOPE'S AS S STANDARD PIPE CLOSE COUPLED EMT CONCRETE DECK OR WALL I 1 FIBER OPTIC CABLE CONDUIT /SIZED PER DRAWING HINDORF SUSPENDED EMT CONCRETE DECK OR WALL IC ..,.. .._...__.. OF INNERDUCTS AND /OR HDPE'S AS SPECIFIED SUSPENDED EMT CONCRETE DECK OR WALL Id 1' r 3/4 x NC70 STANDARD 3/4 EXPANSION & LOCKWASHER GALVANIZED HANGER SHIELD BOLT BOLT (LENGTH AS REO'D) 3/4 EXPANSION ANY NUMBER OF — INNERDUCTS AND /OR HOPE'S AS SPECIFIED O FIBER OPTIC CABLE CONDUIT/SIZED PER DR ING STANDARD PIPE TYPICAL DETAIL TYPICAL SINGLE DOOR HOFFMAN LOCKLNG PULL. BOX PULL EOX TTPE %" T' Z" mSMIDUTION u" u" E" CABLE STORAGE 36" 36" 12" noTE M1 UTILITY &RO W.REPRESEfITED CHt PLRf15 fW E BRSED OIY RECORD5 hOT OIY BOUfIDPf2Y SURVEY E FIELD EXPOSURES. 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS i { .j STA. 5 +90 CONTRACTOR TO CORE . DRILL CONCRETE FLOOR FOR BUILDING ENTRY C ESTIMATED SHEET TOTALS TRENCH 590' — DIR. BORE OPEN CUT 12 "z12 "z5" PB 3'z5'z4' HH 1 2" HDPE 590' 4" HDPB 0 v a V u Vv 1" ' NCLU E 501 SLACK COIL ' ,.'' NOTE: CAUTION: CONTRACTOR TO PLACE CONTRACTOR TO LOCATE & _a! CONDUIT 18" BELOW ALL IN VERIFY ALL EXISTING UTILITIES LETS PRIOR TO CONSTRUCTION N M1. in SCALE 1 " =40' c N _ 1 � Q w 6L n � W CONTRACTOR TO Z LOCATE AND VERIFY a J CONDUIT AND FIBER I a PRIOR TO J CONSTRUCTION i ' W ■ m STA 0+00 CONTRACTOR TO LOCATE AND CONNECT TO EXISTING ZAYO MANHOLE INCLUDE 50' SLACK COIL w i •Z w® 280 I � o —a — a ca F t " 1315 SOUTH BELTUNE ROAD C0PPEU4 TEXAS wrc. BUILDING CONNECT 8 ASSOCIATES __ ( TG&A XR— nv x axmvx �rwc 15067PVOI Rev j STA. 0 +00 -STA. 5 +90 APPV :DAM mF M1 CONTRACTOR TO PLACE ' 1 -2" H.D.P.E. WITH E 48 FIBER CABLE .- + r r 4 M1 i n. _ .. 4L I C ESTIMATED SHEET TOTALS TRENCH 590' — DIR. BORE OPEN CUT 12 "z12 "z5" PB 3'z5'z4' HH 1 2" HDPE 590' 4" HDPB 0 v a V u Vv 1" ' NCLU E 501 SLACK COIL ' ,.'' NOTE: CAUTION: CONTRACTOR TO PLACE CONTRACTOR TO LOCATE & _a! CONDUIT 18" BELOW ALL IN VERIFY ALL EXISTING UTILITIES LETS PRIOR TO CONSTRUCTION N M1. in SCALE 1 " =40' c N _ 1 � Q w 6L n � W CONTRACTOR TO Z LOCATE AND VERIFY a J CONDUIT AND FIBER I a PRIOR TO J CONSTRUCTION i ' W ■ m STA 0+00 CONTRACTOR TO LOCATE AND CONNECT TO EXISTING ZAYO MANHOLE INCLUDE 50' SLACK COIL w i •Z w® 280 I � o —a — a ca F t " 1315 SOUTH BELTUNE ROAD C0PPEU4 TEXAS wrc. BUILDING CONNECT 8 ASSOCIATES __ DRAWN TG&A XR— nv x axmvx �rwc 15067PVOI Rev x"rz rte. x..e". APPV :DAM mF x C �g b 4 0 's 7 0 a 0 i n 3 UV m noTe I 1315 SOUTH BELTLINE ROAD t UTILITYBROW REPRESEPITEDofI I - -- PLfifiSfiftEBfiSEDOIYRECORDS n� 1 + `' I'IOT 01780UIYDPoiY SURVEY CQPPEI.T..1 TES GTE �J ESTIAlATED SHEET TOT.ILS � TRENCH DIR. BORE 6FIELD EXPOSURES OPEN CUT 12 "s12 z8 PB - 3's5'z4' HH - ----� " 4" HDPE 4" SDR -11 1.25" INNERDUCT 5" CORE BRILL 48 FIBER CABLE 655' kgpn Y _ w _ i 1 1 d x w W I I I 2 I I I I I I I �A CONTRACTOR TO fY Q ' ( LOCATE AND VERIFY STA. 0 +00 CONDUIT AND FIBER PRIOR TO CONTRACTOR TO LOCATE 4 CONSTRUCTION AND CONNECT TO EXISTING 1 ZAYO MANHOLE INCLUDE 1 50' SLACK COIL 1 MH MP - 1 GTE �J ESTIAlATED SHEET TOT.ILS � TRENCH DIR. BORE 605' OPEN CUT 12 "s12 z8 PB 3's5'z4' HH 2" HDPE 605' 4" HDPE 4" SDR -11 1.25" INNERDUCT 5" CORE BRILL 48 FIBER CABLE 655' AT &T ,3217$ S BELTLINE ROAD wn s a o 15 REV DESCRIPTION IN AREA :11 :U i� CAUTION: z CONTRACTOR TO LOCATE & 1 8 VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION SCALE I " =40' STA. 6 +05 CONTRACTOR TO CORE DRILL CONCRETE FLOOR Ng :. FOR BUILDING ENTRY - TA. 0 +00 -STA. 6 +05 ONTRACTOR TO PLACE 1 -2" H.D.P.E. WITH 48 FIBER CABLE GTE E C C a 'a S g s s' m O g i a s 0 a� ®■ 11• WM _ .11 Z A•1 "s 9 68 0 's z e ix(uW'sNuj :m K .RN9:34?VZG+. \kC1Yd1M'fit \%1WHI %M1Y{% C 4TZY:.:' 4 +00 r 1315 SOUTH BELTLINE ROAD COPPELL, TEXAS I 1ST FLOOR Wk C#' AlN.NmtUM1Yf£ w R= 5 +00 STA 5 +90 CONTRACTORTO GORE DRILL CONCRETE FLOOR NEXT TO BUILDING COLUMN & BUILD TO FALSE FLOOR ,- CONTRACTOR TO RISE TO FALSE FLOOR IN FIRST FLOOR OFFICE WITH 1 -1.25" PLENUM RATED INNERDUCT E/W 48 FIBER CABLE SEE DETAIL "2" yr r' 5+95 CONTRA ., n J i CONTRACTOR TO PLACE 18 "x18 "x8" PULL BOX. IN FALSE FLOOR ,•� ^`'STA 5 +BO STA 6 +70 -- `- ��- CONTRACTOR TO PLACE• �-..• _� 1 -2" PLENUM RATED zz INNERDUCT W/ 48 FIBER wat?p«p ' CABLE IN FALSE FLOOR TO TELCO ROOM �'- „u w 0 I " m r I k V 7. r.. Y .e a v, r ,e ,+ A" ( ". �� AI i ° rc m.,..a • 1 c+4, �SF4V s c e M \ ,+, : t • v I M� s ,u ; : �" k I s CORMI,:i.R t DETAIL 2 STA 6 +70 . CONTRACTOR TO ENTER SERVER ROOM AND PLACE 25' SLACK COIL FOR FIBER TERMINATION o o PROPOSED 125 - — F 00 PLENUM RATED •' INNERDUCT — r SIDWAUC SSTldT TA PROPOSED ' ` i d $ i; SHEET TOTALS 4,2• 4"x4 "xi B" INIJNE PB ;NCH . BORE tN CUT z1B "ze" PB 1 .,.,...,....... CONTRACTOR TO RISE TO FALSE FLOOR IN FIRST FLOOR OFFICE WITH 1 -1.25" PLENUM RATED INNERDUCT E/W 48 FIBER CABLE SEE DETAIL "2" yr r' 5+95 CONTRA ., n J i CONTRACTOR TO PLACE 18 "x18 "x8" PULL BOX. IN FALSE FLOOR ,•� ^`'STA 5 +BO STA 6 +70 -- `- ��- CONTRACTOR TO PLACE• �-..• _� 1 -2" PLENUM RATED zz INNERDUCT W/ 48 FIBER wat?p«p ' CABLE IN FALSE FLOOR TO TELCO ROOM �'- „u w 0 I " m r I k V 7. r.. Y .e a v, r ,e ,+ A" ( ". �� AI i ° rc m.,..a • 1 c+4, �SF4V s c e M \ ,+, : t • v I M� s ,u ; : �" k I s CORMI,:i.R rl $C 3 c au DET A TT 4 1 —iP25" VD.E. \\ \ \\ .. is _ Q TRENCH DIR. BORE OPEN CUT ROAD 16 "zi6 "a6" PB i 3'z5'z4' HE 1 114 4" HDPE _ '- 4" BDR -11 -'.- 1 -2" P.R.I. J 5" CORE DRH.L 48 FIBER CABLE H5' 1ST FLOOR; Ma � TRENCH DIR. BORE OPEN CUT ROAD 16 "zi6 "a6" PB i 3'z5'z4' HE 1.25" HDPE 4" HDPE _ '- 4" BDR -11 -'.- 1 -2" P.R.I. 60' 5" CORE DRH.L 48 FIBER CABLE H5' Ci• p?? J(I N 1 -2" PLENUM RATED INNERDUCT W/ 48 FIRE CABLE IN FALSE CEILIN, TO TELCO ROOM CONTRACTOR TO RISE TO FALSE CEILING IN FIRST FLOOR OFFICE WITH 1 -1.25" PLENUM RATED INNERDUCT E/W 46 FIBER CABLE STA 6 +65 �~ STA 6+05 �- CONTRACTOR TO ENTER "" '�" ' `° '� "�" SEE DETAIL NG ENTRY TELCO ROOM ANDa± L4 PLACE 25' SLACK COIL v" :x # iw^y '„'; ;" � � (601) FOR FIBER TERMINATION ' 2 STA 6 +20 55* "� ° ttai .� , t' CONTRACTOR TO PLACE .� ti {. twl d.. AS i. �,{ aJ .r.b �'� 18 "x18 "x8" PULL BOX tI r "5 , ,„ IN FALSE CEILING ., S :E SHEET OUTSIDE 1315 SOUTH BELTLINE ROAD _ '- -'.- COPPELL, TEXAS 1ST FLOOR; Ma � t •• ' nY aka _ wK m w=- .... —d ,..,, ..m.._._ � ..e • ...— :w— ....a.mw v, e v...,r.� —a i`l+4 lY —g/ ry "4°'. 1 -2" PLENUM RATED INNERDUCT W/ 48 FIRE CABLE IN FALSE CEILIN, TO TELCO ROOM CONTRACTOR TO RISE TO FALSE CEILING IN FIRST FLOOR OFFICE WITH 1 -1.25" PLENUM RATED INNERDUCT E/W 46 FIBER CABLE STA 6 +65 �~ STA 6+05 �- CONTRACTOR TO ENTER "" '�" ' `° '� "�" SEE DETAIL NG ENTRY TELCO ROOM ANDa± L4 PLACE 25' SLACK COIL v" :x # iw^y '„'; ;" � � (601) FOR FIBER TERMINATION ' 2 STA 6 +20 55* "� ° ttai .� , t' CONTRACTOR TO PLACE .� ti {. twl d.. AS i. �,{ aJ .r.b �'� 18 "x18 "x8" PULL BOX tI r "5 , ,„ IN FALSE CEILING ., S :E SHEET OUTSIDE