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Level 3-PT171102 Scott Latta 02 November 2017 LOCATION: 508 WRANGLER RD., COPPELL,TX 75019 PROJECT NAME: ASTRA ZENECA CLLI: CPPLTXUQ, NETBUILD: N364021 Irving 508 WRANGLER DR. COPPELL, TX 75019 �c `. 4i Ie 11 V�titi1�. _ V4 - ` ��•��i Coppell 6 SITE LOCATION LOCATION MAPSCO PAGE: 74 A3 CONTACTS LEVEL(3) COMMUNICATIONS GXT, LTD PLANT MMANAGER: DON HURLA 1950 N. STEMMONS FRWY. OFFICE: (214) 764-2517 SUITE 6060 CELL: (214) 770-6579 DALLAS, TX. 75207 OSP ENGINEER: ROBERT ULBIK CELL: (21(4) 929-81850 (214)287-8353 CONSTRUCTION CONTRACTOR: ENGINEERING CONTRACTOR: GXT, LTD 1130 E. ARAPAHO RD., SUITE 625 RICHARDSON, TX. 75081 PROJECT ENGINEER: JOHN BERKAOFFICE ) 63 CELL: (21(4) 929-81850 CLIENT: ASTRAZENECA ROBERTART (817)713-6546 PROPERTY MANAGEMENT: HOLT LUNSFORD ALI BATIR abatir@hldallas.com CITY OF COPPELL SCOTT LATTA 255 PARKWAY (972) 304-3683 COPPELL, TX. 75019 UTILITIES: TEXAS ONE CALL SYSTEM 1-800-245-4545 SITE INDEX 01 - COVER SHEET/SITE LOCATION 02 - LEGEND & SYMBOLS 03 - GENERAL NOTES 04 - CONSTRUCTION PLANS 05 - TYPICAL CONSTRUCTION DETAILS 06 - FIBER ROUTE SCHEMATIC 07 - SITE PHOTOGRAPHS 08 - TRAFFIC CONTROL PLAN 09 - RATE CARD TABLE SCOPE OF WORK TRENCH 131' AND PLACE 1-2" INNERDUCT. CONNECT TO LEVEL(3) HANDHOLE AND TO BUILDING CONDUIT. ROD AND PROOF 388' OF CUSTOMER CONDUIT. PLACE 50' OF 1-1" PLENUM. PLACE 769' OF 24ct FIBER OPTIC CABLE. 3 AS—BUILT 2 REVISION 15. 1 10/20/17 GXT/JB CM ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT Know what's oreyoubelow. Love' \��m Cell before you dig. \` COH HU NICAT70 NS LEVEL 3 ENGINEER: ROBERT ULBIK ENGINEERING FIRM: GXT PROJECT NUMBER: N364021 LOCATION: 508 WRANGLER DR., COPPELL, TX 75019 CONFIDENTIAL/PROPRIETARY SHEET: 01 OF 09 LEGEND LINETYPES ® RISER VAULT- VAULT - EXISTING IPOLE NO N A POLE ATTACHMENT CALLOUT - EXISTING - - B - - - B - - - 13- UG FIBER - EXISTING T ❑ TELEPHONE 0 UTILITYI 0'-0" USE DYNAMIC PULL DOWN TO SELECT - - B - - - B - - - B- - UG FIBER - PROPOSED VAULT FROM 1 TO 6 ATTACHMENTS AERIAL FIBER - EXISTING © POWER VAULT OWNER AERIAL FIBER - PROPOSED 0 CATCH BASIN/INLET VAULT- VAULT - PROPOSED POLE NO N A POLE ATTACHMENT CALLOUT - PROPOSED - STRAND - EXISTING P1 UTILITYI 0'-O" USE DYNAMIC PULL DOWN TO SELECT ' STRAND - PROPOSED FIRE HYDRANT VAULT LEVEL 3 FROM 1 TO 6 ATTACHMENTS - - - - - - CONDUIT - EXISTING �p GROUND/BOND CONDUIT - PROPOSED 0' O CABLE FIBERS: FIBERS CABLE SPAN CALLOUT - EXISTING (D><0 AERIAL STORAGE - EXISTING CABLE OWNER: LEVEL(3) FOR USE ON PAPER SPACE (SHOWN AT 50X) INNERDUCT -EXISTING STREET LIGHT LE LENGTH: LENGTH INNERDUCT - PROPOSED 0' NOBTES; AERIAL STORAGE -PROPOSED O GAS O CABLE FIBERS: FIBERS CABLE SPAN CALLOUT - PROPOSED CABLE OWNER: LEVEL(3) FOR USE ON PAPER SPACE (SHOWN AT 50X) W WATERcm TREE CABLE LENGTH:LENGTH T TELEPHONE O VAULT/BUILDING STORAGE - EXISTING NOTES: E ELECTRIC >----< CULVERT SEW SANITARY SEWER (SEW)O � � WING WALL 0' O VAULT/BUILDING STORAGE -PROPOSED CONDUIT OWNER: LEVEL(3) CONDUIT LENGTH: LENGTH CONDUIT CALLOUT - EXISTING SD STORM DRAIN CONDUIT QTY: CONDUITS FOR USE ON PAPER SPACE (SHOWN AT 50X) CONDUIT SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO X X FENCE CONDUIT TYPE: TYPE TV CABLE TV BRIDGE POLE ANCHOR/DOWN GUY - EXISTING INNER DUCT QTY: INNERDUCTS INNER DUCT SIZE: SIZE STM STEAM OIL OIL Q MISC. UTILITY -� POLE ANCHOR/DOWN GUY - PROPOSED INNER DUCT TYPE: TYPE NOTES: LINK UNKNOWN UTILITY O CONDUIT OWNER: LEVEL(3) R�W RIGHT OF WAY UTILITY POLE -EXISTING �� PROPOSED DOWN GUY ON EXISTING ANCHOR CONDUIT LENGTH: LENGTH CONDUIT CALLOUT - PROPOSED OWNER CONDUIT QTY: CONDUITS FOR USE ON PAPER SPACE (SHOWN AT 50X) EOP EDGE OF PAVEMENT ID CONDUIT SIZE: SIZE WITH OR WITHOUT INNER DUCT INFO CONDUIT TYPETYPE O POLE - PROPOSED INNER DUCT QTY:INNERDUCTS FDP TERMINATION -EXISTING INNER DUCT SIZE: SIZE SYMBOL DESCRIPTION ID NAME NAME INNER DUCT TYPE: TYPE SIZE NOTES: ASW ASPHALT SIDEWALK HH- LOCATION BIP BLACK IRON PIPE HH HANDHOLE - EXISTING FDP TERMINATION - PROPOSED O STRAND TYPE: TYPE STRAND CALLOUT - EXISTING HANDHOLE NAME STRAND LENGTH: LENGTH FOR USE ON PAPER SPACE (SHOWN AT 50X) BSP BLACK STEEL PIPE OWNER SIZE NOTES: HH- LOCATION CSW CONCRETE SIDEWALK HH HANDHOLE -PROPOSED O STRAND TYPE: TYPE STRAND LENGTH: LENGTH STRAND CALLOUT - PROPOSED USE SPACE 8U,D,NG BUILDING CALLOUT - PROPOSED FOR ON PAPER (SHOWN AT 50X) EOP EDGE OF PAVEMENT HANDHOLE NAME NOTES: LEVEL(3) STREET EOTW EDGE OF TRAVEL WAY FOC FACE OF CURB MH- H MH MANHOLE -EXISTING MANUFACTURER SPLICE POINT - EXISTING HDPE HIGH DENSITY POLYETHYLENE MANHOLE NAME OWNER HH HANDHOLE H JB JUNCTION BOX MH- MH MANHOLE -PROPOSED MANUFACTURER NAME SPLICE POINT -PROPOSED MH MANHOLE MANHOLE LEVEL(3) MP MILE POST IN: 0 SEQUENTIAL CALLOUT a AS -BU PB- #F I OUT: 0 2 REVISIOr 0/S OFFSET PB PULLBOX - EXISTING t 10/20/17 GXT/JB CM ORIGIN, PVC POLY VINYL CHLORIDE PULLBOX.µ OWNER IN: 0 ffF TAIL: 0 SEQUENTIAL IN TAIL CALLOUT Know what's below. NO. DATE ENG DESIGN DRAFTING COMME RGS RIGID GALVANIZED STEEL CONDUIT PB- Call before you dig, Level(3Y ROW RIGHT OF WAY PB PULLBOX - PROPOSEDTAIL: 0 SEQUENTIAL TAIL OUT CALLOUT PULLBOX #F OUT: D LEVEL 3 ENGINEER: ROBERT ULBIK STA. STATION LEVEL(3) ENGINEERING FIRM: GXT PROJECT NUMBER: N364021 STA 5+03 FACE OF BUILDING SEE RISER DETAIL "A" ON THIS SHEET F 7 O '100 TELCO RM. STA 5+06 AT 1ST FLRRM N.T.S. BEG. RISER STA 5+19 AT 2ND FLR. RM. END RISER UP END PULL THRU EXIST. LEAVE 50' PLENUM SLACK LEAVE 100' SLACK COIL FOR FIBER ROUTE TERMINATION IN: 24F TAIL: —. -----DETAIL "A"------� NTS LOOKING NORTH I STA 5+19 AT 2ND FLR. TELCO RM. END RISER UP END PULL THRU EXIST. I LEAVE 50' PLENUM SLACK ERLEAVE 1 OO'SLACK COIL FOR FIBER TERMINATION \\\V EVEL 2 J I I LEVEL 1 I STA 5+06 AT 1ST FLOOR ' STA 5+03 FACE OF BUILDING I — — — — — — — — — — — — — — —) BUILDING 508 WRANGLER DR. COPPELL, TX 75019 NOTE: PLACE 1-CAT5 CABLE FROM CUSTOMER MAIN MECHANICAL ROOM TO CUSTOMER SERVER ROOM Page Rate Card FT 16 Unit Code & Description Units Estimated Actual Quantity Quantity UGB-30020 — Trench up to 1500': Trench 48" minimum cover FT 131 UGB-30140 — Place 1 — HDPE conduit in open trench up to 2" FT 131 UGB-30820 — Rod & Proof Existing Conduit FT 372 UGB-30880 — Place One — Up to 2" HDPE in existing conduit FT 372 UGB-30940 — Intercept Conduit: WYE Cast 4" EACH 1 UGB-30960 — Place up to 288 count FOC in conduit, up to 1500' FT 603 ISP -41080 — Rod and proof exist cond or innerduct install pull roe mule tape). FT 16 ISP -41160 — Install innerduct(plenum, corrugated, etc. <= 1.5" in existing conduit. PLENUM FT 50 ISP -41160 — Install innerduct(plenum) <= 2" in existing conduit. INNERDUCT FT 50 ISP -42100 — Place fiber cable in conduit or innerduct. FT 166 DALLAS COUNTY CONSTRUCTION NOTES 1O Unit Code & Description 508 WRANGLER DR., Estimated Actual Quantity Quantity MAT -90090 — Conduit: 2" HDPE SDR -11 FT COPPELL, TX 75019 MAT -90370 — Conduit: WYE Cast 4" EACH 1 MAT -90680 — Innerduct: 1" Plenum DRIVEWAY I 50 MAT -91760 — L5-20 Receptacle EACH ((CONCRETE CD MAT -91850 — 5-20R Duplex Outlet EACH 1 GAS MIGt 10' �I FT 1 569 CONDUIT SIZE: 2" EASEME T CONDUIT TYPE: HDPE TERMINATION. NOTES: TRENCH & PLACE. 63' 4 3 44 EXIST. 4" CUSTOMER CD 1 OWNED CONDUIT. PLACE 4" SPLIT WYE. OCONDUIT OWNER: CUSTOMER CONDUIT LENGTH: 372' U) CONDUIT Q1Y: 1 CONDUIT SIZE: 4" STA 1+31 END TRENCH & PLACE CONDUIT TYPE: HDPE EXPOSE & INTERCEPT EXIST. CD INNER DUCT SIZE: 2" CUSTOMER OWNED CONDUIT INNER DUCT TYPE: HDPE PLACE 4" SPLIT WYE NOTES: PLACE 1-2" 2 BEG. PULL THRU EXIST. I I 4" CUSTOMER OWNED CONDUIT. OCONDUIT I— Cf) CONDUIT LENGTH: 16' � ow CONDUIT SIZE: 4" I— CONDUIT TYPE: HDPE w� INNER DUCT QTY: 1 INNER DUCT SIZE: 2" J r NOTES: PLACE 1-2" Z HDPE INDT. IN EXIST. 100 z 90 CONDUIT. STA 0+00 EXIST. LEVEL3) HH T O/S LT BOC PROP. SPLICEPOINT I w PLACE 100' SLACK COIL _j CONDUIT QTY: 1 BEG. TRENCH & PLACE 1 24F CONDUIT TYPE: PLENUM OUT \ I I- N MC GS M 0 1 Cn 01 10' � I 44' EASEMENT 63' Cn I � DRIVEWAY (CONCRETE) LL A -A u_Lj E I Page Rate Card CONSTRUCTION NOTES 1O Unit Code & Description Units Estimated Actual Quantity Quantity MAT -90090 — Conduit: 2" HDPE SDR -11 FT 519 MAT -90370 — Conduit: WYE Cast 4" EACH 1 MAT -90680 — Innerduct: 1" Plenum FT 50 MAT -91760 — L5-20 Receptacle EACH 2 MAT -91850 — 5-20R Duplex Outlet EACH 1 MAT -91970 — Mule Tae — 18001b 3/8" wide FT 1 569 Ore >3: SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. /�2 SEE SHEET #07 FOR SITE PHOTOGRAPHS. / SEE SYMBSHEET #07OL SPONDS FOR SITE PHOTOGRAPHS.TO PHOTO ONS AND ORIENTATION. 3 AS -BUILT 2 REVISION # 1 1 10/20/17 GXT/JB CM ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Know what's IOW. Lewqw' \` / ��m C8116eforore you dig. 10 N N D N I E AT70 NS LEVEL 3 ENGINEER: ROBERT ULBIK 46 ENGINEERING FIRM: GXT PROJECT NUMBER: N364021 LOCATION: 508 WRANGLER DR., COPPELL, TX 75019 0 10' 20' 30' 40' 50' - DRAWING NAME: 508-WRANGLER-DR-COPPELL-TX-001-009.dwg SCALE: 1 "=50' CONFIDENTIAUPROPRIETARY SHEET: 04 OF 09 CONSTRUCTION NOTES 1O EXIST. LEVEL(3) HH. O CABLE FIBERS: 24 PROP. SPLICE POINT. CABLE OWNER: LEVEL(3) PLACE 100' SLACK COIL. CABLE LENGTH:769' NOTES: PLACE CABLE OWNER: LEVEL(3) THRU CONDUITS. OCONDUIT CONDUIT LENGTH: 131 INCL. 100' SLACK COIL. CONDUIT QTY: 1 Og LEAVE 100' SLACK COIL CONDUIT SIZE: 2" FOR FIBER ROUTE CONDUIT TYPE: HDPE TERMINATION. NOTES: TRENCH & PLACE. O3 EXPOSE AND INTERCEPT EXIST. 4" CUSTOMER OWNED CONDUIT. PLACE 4" SPLIT WYE. OCONDUIT OWNER: CUSTOMER CONDUIT LENGTH: 372' CONDUIT Q1Y: 1 CONDUIT SIZE: 4" CONDUIT TYPE: HDPE INNER DUCT QTY: 1 INNER DUCT SIZE: 2" INNER DUCT TYPE: HDPE NOTES: PLACE 1-2" HDPE INDT. IN EXIST. 4" CUSTOMER OWNED CONDUIT. OCONDUIT OWNER: CUSTOMER CONDUIT LENGTH: 16' CONDUIT QTY: 1 CONDUIT SIZE: 4" CONDUIT TYPE: HDPE INNER DUCT QTY: 1 INNER DUCT SIZE: 2" INNER DUCT TYPE: HDPE NOTES: PLACE 1-2" HDPE INDT. IN EXIST. 4" CUSTOMER OWNED CONDUIT. OCONDUIT OWNER: LEVEL(3) CONDUIT LENGTH: 50' CONDUIT QTY: 1 CONDUIT SIZE: 1" CONDUIT TYPE: PLENUM NOTES: PLACE 1" PLENUM. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. /�2 SEE SHEET #07 FOR SITE PHOTOGRAPHS. / SEE SYMBSHEET #07OL SPONDS FOR SITE PHOTOGRAPHS.TO PHOTO ONS AND ORIENTATION. 3 AS -BUILT 2 REVISION # 1 1 10/20/17 GXT/JB CM ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT Know what's IOW. Lewqw' \` / ��m C8116eforore you dig. 10 N N D N I E AT70 NS LEVEL 3 ENGINEER: ROBERT ULBIK 46 ENGINEERING FIRM: GXT PROJECT NUMBER: N364021 LOCATION: 508 WRANGLER DR., COPPELL, TX 75019 0 10' 20' 30' 40' 50' - DRAWING NAME: 508-WRANGLER-DR-COPPELL-TX-001-009.dwg SCALE: 1 "=50' CONFIDENTIAUPROPRIETARY SHEET: 04 OF 09 112 36" MIN. DEPTH 1 4" EXISTING GRADE WARNING TAPE BACKFILL - B" LAYERS BACKFILL - COMPACTED ® 902 HDPE DUCT CLEAN BACK FILL i BACKFILL -COMPACTED EARTH ® 9D2 TYPICAL DETAIL - #A TRENCH IN SOIL (NON TRAFFIC AREAS) EXISTING GRADE TYPICALS TYPICAL DETAIL - B UNDER ROAD / HIGHWAY / INTERSTATE .250 H-STIRP EXISTING GRADE .35" .33" —4 NOTE: H -STRIP CONTRACTOR TO PLACE CAP ON OPEN WYE ONCE EXISTING FIBER OPTIC CABLE HAS BEEN REMOVED a. Know whays below. Call before you dig. TYPICAL DETAIL - # PLACE SPLIT PVC BRANCH WYE E/W H—STRIP PLAN VIEW EXISTING INDTS. L.� 2q•1 I EXISTING FIBER OPTIC CABLE TO BE 12" REMOVED IN PHASE II PROPOSED FIBER OPTIC CABLE PROPOSED SPARE INNERDUCT TO BE PROPOSED FIBER SPLICED TO REMAINING INNERDUCT ONCE EXISTING FIBER OPTIC CABLE OPTIC CABLE IS REMOVED IN PHASE II. ISOMETRIC VIEW TO BES PED LJCEDT TO SPARE INDT. .250 H-STIRP EXISTING GRADE .35" .33" —4 NOTE: H -STRIP CONTRACTOR TO PLACE CAP ON OPEN WYE ONCE EXISTING FIBER OPTIC CABLE HAS BEEN REMOVED a. Know whays below. Call before you dig. SPACING FOR CHANNELIZING DEVICES A — PLASTIC DRUMS ON MERGING TAPER AT 30' C—C WITH CHEVRON SIGNS AT 60' C—C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT CLOSURE). B — PLASTIC DRUMS ON DOWN STREAM TAPER AT 35' C—C. C — PLASTIC DRUMS ON RADII AT 5' C—C. D — PLASTIC DRUMS ON TANGENT @ 35' C—C WITH VERTICAL PANEL AT 70' C—C AND TYPE "C" WARNING LIGHT (FOR OVERNIGHT CLOSURE). E — PLASTIC DRUMS IN FRONTOF CONSTRUCTION ZONE AT 20' C—C WITH VERTICAL PANEL AT 40' C—C AND TYPE "A" WARNING LIGHT (FOR OVERNIGHT CLOSURE). F — CONCRETE TRAFFIC BARRIER (C.T.B.) OR LOW PROFILE CONCRETE TRAFFIC BARRIER (L.P.C.T.B.) WITH REFLECTORS AT 10' C—C IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. G — PLASTIC DRUM WITH GUARD RAIL MOUNTED. H — 28" TUBLAR MARKERS: a) 4—LANE TO 2—LANE UNDIVIDED ROADWAY SECTIONS AT 20' C—C. b) 4—LANE DIVIDED ROADWAY TO ONE SIDE TWO—WAY ROAD AT 20' C—C. c) LEFT LANE, RIGHT LANE STORAGE BAYS AT 22' C—C. DALLAS COUNTY 508 WRANGLER DR., COPPELL, TX 75019 TYPICAL TRAFFIC CONTROL TRAFFIC NOTES CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH PART VI OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TEXAS M.U.T.C.D., MOST RECENT EDITION WITH REVISIONS) DURING CONSTRUCTION CONTRACTOR SHALL COVER OPEN EXCAVATIONS WITH STEEL PLATES ANCHORED PROPERLY DURING NON—WORKING HOUR AND OPEN LANES FOR NORMAL TRAFFIC FLOW. ALL TRAFFIC CONTROL DEVICES USED AT NIGHT SHALL BE REFLEC— TORIZED OR ILLUMINATED. CONTRACTOR SHALL MAINTAIN LOCAL DRIVEWAY ACCESS TO RESIDENTAL AND COMMERICAL PROPERTIES ADJACENT TO WORK AREA AT ALL TIMES. IF PAVEMENT DROP IS MORE THAN TWELVE INCHES (12") OR MORE. END 240 100' 50' ROAD WORK TAPER BUFFER G20 -2a 48" X 24" o Q Q 4 4 UMITY WORK AHEAD CW21-7D 48"X48° LONGITUDINAL BUFFER SPACE SPEED (MPH) LENGTH (METERS) LENGTH (FEET) SUGGESTED MAXIMUM SPACING OF CHANNEUZING DEVICES POSTED SPEED FORMULA 20 11 40 25 17 60 30 26 90 35 36 120 40 51 155 45 66 195 50 84 240 55 101 295 60 125 350 65 146 410 70 178 475 75 219 540 I RIGHT OTiLITY LANE WORK CLOSED AHEAD ® cwuaD CW4-2R 48'X48" 36"X36" WORK 155' 320` 240' 240' 240' AREA BUFFER TAPER 0 0FRI 121 0 a o a TRAFFIC CONTROL PLAN SHOULDER WORK MERGING TAPER LENGTHS AND SPACING OF DEVICES WRANGLER DR. (40 MPH) Q FLASHING ARROW SIGN 41 VERTICAL PANELS 0 60' C—C RASHERS ® 30' C—C DRUMS 0 30' C—C POSTED SIGN SPEED SPACINGS (MPH) (FEET) 30 OR TYPICAL LESS 120' DRUM PLACEMENT RETRORERELTIVE Know what's below. RAxD 40 240, (3 0811 before you dig. 45 320' - T_ (z W) R N) 50 400' (pe IN) (3 N) 55 50 I- 60 700' DRUMS wrtx DRUMS T Dnuxs T DRUMS LE T 65 700' LEFT RIGHT RIGHT LETT 70 BOD, CHEVRON SIGN VERTICAL PANEL CHEVRON SIGN VERNLAL PANEL NIGHT AND/OR YAY HIGH—SPEED ROADWAY WARNING NGH15 ARE OPTIONAL BUT HURT RE USED DURING DARN HOURS (T •R NPN) 0 10' 20' 30' -40' 50' SCALE: 1 "=50' END ROAD WORK G20 -2a 48" X 24" MINIMUM DESIRABLE TAPER LENGTHS SUGGESTED MAXIMUM SPACING OF CHANNEUZING DEVICES POSTED SPEED FORMULA 10' OFFSET 11' OFFSET 12' OFFSET ON A TAPER ON A TANGENT 30 3560 40 L = WS2 150' 165' 180' 30' 60' — 75' 205' 205' 245' 35' 70' — 90' 265' 295' 320' 40' 80' — 100' 45 50 L = WS 450' 495' 546 - 45' 90' — 110' 500' 550' 600' 50' 100' — 105' 55 60 550' 605' 560' 55' 110' — 140' 500' 660' 720' 60' 120' — 50' 65 70 650' 715' 780' 65' 130' — 165' 700' 770' 840' 70' 140 — 175' 75 750' 825' 900' 75' 150 — 185' WRANGLER DR. (40 MPH) Q FLASHING ARROW SIGN 41 VERTICAL PANELS 0 60' C—C RASHERS ® 30' C—C DRUMS 0 30' C—C POSTED SIGN SPEED SPACINGS (MPH) (FEET) 30 OR TYPICAL LESS 120' DRUM PLACEMENT RETRORERELTIVE Know what's below. RAxD 40 240, (3 0811 before you dig. 45 320' - T_ (z W) R N) 50 400' (pe IN) (3 N) 55 50 I- 60 700' DRUMS wrtx DRUMS T Dnuxs T DRUMS LE T 65 700' LEFT RIGHT RIGHT LETT 70 BOD, CHEVRON SIGN VERTICAL PANEL CHEVRON SIGN VERNLAL PANEL NIGHT AND/OR YAY HIGH—SPEED ROADWAY WARNING NGH15 ARE OPTIONAL BUT HURT RE USED DURING DARN HOURS (T •R NPN) 0 10' 20' 30' -40' 50' SCALE: 1 "=50' END ROAD WORK G20 -2a 48" X 24"