SYMBOL DESCRIPTION TRAFFIC CONTROL SIGN TYPE III BARRICADE = IMPACT ATTENUATOR STRIPING KEY TRIANGLE - PAINT PLASTIC MARKING 1ST DIGIT WIDTH 4" OR 8"

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1 TES & GUIDELINES TRAIC CONTROL DEVICES & SYMBOLS LEGEND INDEX 2. GENERAL IRMATION: THE CONTRACTOR SHALL URNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAIC CONTROL PLAN UNLESS OTHERWISE TED. IELD CONDITIONS MAY REQUIRE MODIICATIONS O THIS LAYOUT AS DEEMED NECESSARY BY THE ENGINEER. SYMBOL DESCRIPTION AREA CLOSED TO TRAIC / WORK AREA TRAIC CONTROL SHEET. DESCRIPTIONS 1 TITLE SHEET ALL DISTANCES ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE OR PROTECTING ANY WORK AREAS NEAR TRAIC IN ACCORDANCE WITH THE MNMUTCD. AN ANNUAL ALL REVIEW O ALL TRAIC CONTROLS WILL BE MADE TO PREPARE OR WINTER MAINTENANCE O THE PROJECT. THIS MAY INCLUDE ADJUSTMENTS OR EXCHANGE O ONE TRAIC CONTROL DEVICE OR ATHER. READJUSTMENTS MAY AGAIN BE REQUIRED IN THE SPRING. I THE CONTRACTOR DECIDES TO PERORM THE CONSTRUCTION WORK IN A SEQUENCE OTHER THAN SHOWN IN THIS TRAIC CONTROL PLAN THE CONTRACTOR SHALL PROVIDE COMPLETE REVISED TRAIC CONTROL PLANS TO BE APPROVED BY THE ENGINEER. ING: TRAIC CONTROL TYPE III BARRICADE = DRUM-LIKE CHANNELIZER = TYPE A LASHING WARNING LIGHT LASHING ARROW BOARD TYPE C = (4 X 8 UNLESS OTHERWISE TED). 2 3 PAY ITEM TABULATION SHEET TRAIC CONTROL TABULATION SHEET ALL TRAIC CONTROL DEVICES, INCLUDING OVERHEAD S ON ROADS OPEN TO TRAIC THAT ARE T CONSISTANT WITH TRAIC OPERATION SHALL BE COVERED, REMOVED OR REVISED AS DIRECTED BY THE ENGINEER. WHEN S ARE INSTALLED, THEY SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND AT THE PROPER HEIGHT AND LATERAL OSET AS DETAILED IN THE MNMUTCD. I THIS IS T POSSIBLE THEY WILL BE MOUNTED ON PORTABLE SUPPORTS AS APPROVED BY THE ENGINEER. WHEN THE S ARE REMOVED THE POSTS SHALL ALSO BE REMOVED AS SOON AS POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE OR ANY EXTRA ING NEEDED TO ACILITATE TRAIC SWITCHES OR OR TRANSITIONING TRAIC ROM ONE STAGE TO ATHER. SOLID LINE PAVEMENT MARKING WITH TEMPORARY RAISED PAVEMENT MARKERS AT 10 SPACES CONCRETE BARRIER WITH DELINEATORS AT 30 SPACES 4. ALL WARNING AND GUIDE S SHALL BE ABRICATED WITH SHEETING MATERIAL AS LISTED ON THE MN/DOT APPROVED PRODUCT LIST OR "SHEETING OR RIGID TEMPORARY WORK S". IMPACT ATTENUATOR BARRICADES SHALL BE ABRICATED WITH SHEETING MATERIAL AS LISTED ON THE MN/DOT APPROVED PRODUCT LIST OR BARRICADE SHEETING. TE THAT ASTM TYPE VII SHEETING IS T ALLOWED ON BARRICADES ATER JANUARY 1, LONGITUDINAL DROPOS SHALL BE ED AS SHOWN IN THE "TEMPORARY TRAIC CONTROL LAYOUTS" IELD MANUAL UNLESS OTHERWISE SPECIIED IN THESE PLANS. PAVEMENT MESSAGE (LET ARROW) EPOXY STRIPING KEY 6. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION O THE INAL S TO ASSURE THAT THE INAL S ARE INSTALLED AS NEEDED, OR PROVIDE TEMPORARY ING AT THEIR EXPENSE UNTIL THE INAL ING IS INSTALLED. PAVEMENT MARKING: TRIANGLE - PAINT t_typicals_title PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn OBLITERATE ANY CONLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. PAINT, POLYMER LANE TAPE AND/OR TRPM S ARE ACCEPTABLE TEMPORARY STRIPING ALTERNATIVES ACCORDING TO ACTUAL CONDITIONS ENCOUNTERED AS DIRECTED BY THE ENGINEER. GENERALLY, ONLY PAINT WILL BE USED BEORE MAY 1ST OR WHEN THE OTHER MANUACTURERS SPECIICATIONS CAN T BE MET. TRPM S (TEMPORARY RAISED PAVEMENT MARKERS) SHOULD BE USED TO SUPPLEMENT THE LONG TERM (MORE THAN 3 DAYS) EDGELINES ON ALL TRANSITION AREAS WHEN THE CONDITIONS ARE WITHIN THE MANUACTURERS SPECIICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE OR THE LOCATION AND INSTALLATION O TEMPORARY AND INAL STRIPING. MN/DOT TRAIC PERSONNEL WILL ASSIST IN THE SPOTTING O TRANSITION AREAS, GORES AND TAPERS. BARRIER & DELINEATION: TOP MOUNTED BARRIER DELINEATORS WILL HAVE A MINIMUM O 24 SQ. IN. O RELECTIVE SURACE AREA AND BE PLACED AT 30 SPACES ON TOP O THE BARRIER WHEN THE BARRIER IS WITHIN 10 O TRAIC UNLESS OTHERWISE TED OR AS DIRECTED BY THE ENGINEER. I THE TRAIC ENGINEER REQUIRES SIDE MOUNTED BARRIER DELINEATORS, THEY WILL HAVE A MINIMUM O 12 SQ. IN. O RELECTIVE SURACE AREA AND BE PLACED AT 30 SPACES. I A SMALLER APPROVED BARRIER DELINEATOR IS USED IT SHALL BE AT ONE HAL THE SPACING AND ONE HAL THE BID PRICE. CONSTRUCTION IRMATION ING: THE CONTRACTOR SHALL USE CONSTRUCTION IRMATION ING AS SHOWN IN THE PLAN AND WHICH ARE TO BE USED AS OLLOWS: G20-X1 CLOSURE TICE S PAIRED WITH G20-X3 WORK ENDS S TO DISPLAY THE CORRECT START AND AN ESTIMATED INISH AS APPROVED BY THE PROJECT ENGINEER. G20-X2 WORK ADVANCE TICE S WITH THE CORRECT STARTING DISPLAYED BEORE WORK BEGINS. ONCE WORK BEGINS, THE START LEGEND SHALL BE COVERED BY THE SUGGESTED PLAQUE CONTAINED IN THIS PLAN. I ALTERNATE MESSAGE IS SUGGESTED OR I DIRECTED BY THE PROJECT ENGINEER, THE CORRECT ESTIMATED INISH, MONTH, OR SEASON SHALL BE DISPLAYED. CONSTRUCTION IRMATION ING T VISIBLE TO THE MOTORING PUBLIC ONCE WORK BEGINS WILL BE MOVED BY THE CONTRACTOR TO A SITE IN ADVANCE O THE WORK OR CLOSURE AS DIRECTED BY THE PLAN OR PROJECT ENGINEER. PENTAGON - REMOVEABLE PREORMED 1ST DIGIT WIDTH 4" OR 8" PLASTIC MARKING 2ND DIGIT PATTERN S - SOLID B - BROKEN D - DASH/DOUBLE TITLE: 3RD DIGIT COLOR W - Y - YELLOW B - BLACK EXAMPLE: 4SW = 4" SOLID LINE - EPOXY I HEREBY CERTIY THAT SHEETS THROUGH O THIS PLAN WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROESSIONAL ENGINEER UNDER THE LAWS O THE STATE O MINNESOTA DEER TRAIC CONTROL TITLE SHEET TECH NAME HERE STATE PROJ (TH 000) SHEET O SHEETS

2 TRAIC CONTROL TABULATION ITEM UNIT STAGE ONE STAGE TWO STAGE THREE STAGE OUR TOTAL PORTABLE PRECAST CONC BARRIER DES 8337 RELOCATE PORT PRECAST CONC BAR DES 8337 IMPACT ATTENUATOR BARRELS RELOCATE IMPACT ATTENUATOR BARRELS TRAIC CONTROL PORTABLE CHANGEABLE MESSAGE AMBY AMBY LUMP SUM UNIT DAY HIGHWAY ADVISORY RADIO (H.A.R.) UNIT DAY MEDIAN BARRIER DELINEATOR RAISED PAVEMENT MARKER TEMP. 4" SOLID LINE -PAINT 4" SOLID LINE YELLOW-PAINT 8" BROKEN LINE -PAINT 8" SOLID LINE -PAINT 8" DOTTED LINE -PAINT REMOVABLE PREORMED PLASTIC MASK (BLACK) REMOVABLE PREORMED PLASTIC MARKING PAVEMENT MARKING REMOVAL SQ T 4" SOLID LINE -EPOXY 8" SOLID LINE -EPOXY t_typicals_tc_tabulation PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn 4" SOLID LINE YELLOW-EPOXY 4" BROKEN LINE -EPOXY PAVEMENT MESSAGE (LET ARROW)-EPOXY PAVEMENT MESSAGE (RIGHT ARROW)-EPOXY PAVEMENT MESSAGE (STRAIGHT & LET)-EPOXY PAVEMENT MESSAGE (H.O.V. DIAMOND)-EPOXY 4" BROKEN LINE -POLY PREORM 4" BROKEN LINE -POLY PREORM (GROUND-IN) 8" DOTTED LINE -POLY PREORM 8" DOTTED LINE -POLY PREORM (GROUND-IN) PAY ITEM TABULATION CHART DRAWN BY: CHECKED BY: CERTIIED BY STATE PROJ (TH 000) SHEET. O SHEETS LICENSED PROESSIONAL ENGINEER

3 "R" SERIES TRAIC CONTROL TABULATION SHEET "W" SERIES "G" SERIES COLOR SIZE COLOR SIZE COLOR SIZE... YIELD SPEED LIMIT LET LANE MUST TURN LET R1-2 RED ON R2-1 BLACK ON R3-7L BLACK ON 36X36X36 26X30 30X30 ROAD WORK AHEAD SHOULDER WORK RIGHT LANE CLOSED W20-1 W21-5 W21-X5R BLACK ON 48" x 48" BLACK ON 48" x 48" BLACK ON 48" X 48" END ROAD WORK G20-2A BLACK ON 48" X 24" RIGHT LANE MUST TURN RIGHT R3-7R BLACK ON 30X30 W4-2R BLACK ON 48" X 48" "M" SERIES ONLY R3-30AG BLACK ON 36X30 MERGE W20-X3 BLACK ON 48" X 48" TRAIL CLOSED R9-9a BLACK ON 24X18 W1-4R BLACK ON 48" X 48" W1-6 BLACK ON 48" X 24" t_typicals_tctab PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn ITEM DEVICES. TYPE I DLC TYPE III COLOR SIZE ARROW BOARD TYPE C 4 X 8 MISCELLANEOUS TRAIC CONTROL TABULATION CHART DRAWN BY: CHECKED BY: CERTIIED BY STATE PROJ (TH 000) SHEET. O SHEETS LICENSED PROESSIONAL ENGINEER

4 SPECIAL DETAILS t_typicals_special sign det PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn SPECIAL DETAILS DRAWN BY: CHECKED BY: CERTIIED BY STATE PROJ (TH 000) SHEET. O SHEETS LICENSED PROESSIONAL ENGINEER

5 INTERIM PAVEMENT MARKING TWO LANE, TWO WAY MULTI-LANE, DIVIDED SIMULATING A SOLID LINE AND A BROKEN LINE (50 OOT CYCLE) WITH TRPMS SIMULATING SOLID LINE 5 SKIP 5 SKIP 45 GAP SIMULATING BROKEN LINE (50 OOT CYCLE) EDGE O DRIVING LANE 45 GAP USING TRPM S AS INTERIM PAVEMENT MARKING WHEN TRPM S ARE USED TO SIMULATE A LINE THE OLLOWING GUIDELINE APPLIES: MARKER POST MULTI-LANE, UNDIVIDED SKIP STRIPE - USES 3 TRPM s PER 10 SKIP STRIPE ON 5 CENTERS WITH A 40 GAP SOLID LINE - USES TRPM S ON 10 CENTERS ON TANGENTS, LATTER GRADES AND CURVES UNDER 6 DEGREES. OR CURVES OVER 6 DEGREES AND STEEP GRADES, THIS SPACING SHALL BE REDUCED TO 5 CENTERS. 5 SKIP 45 GAP t_typicals_interim PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn GENERAL TES: SEE SPECIAL PROVISIONS OR INTERIM PAVEMENT MARKING GUIDELINES THESE INTERIM PAVEMENT MARKING GUIDELINES APPLY TO ALL TEMPORARY TRAIC CONTROL S O AT LEAST 300 IN LENGTH ON TANGENT AND 50 ON CURVES O 6 DEGREES OR GREATER. OR ALL PROJECTS GREATER THAN 25 MILES IN LENGTH, INTERIM SKIP STRIPE PAVEMENT MARKINGS SHALL USE THE SAME CYCLE LENGTH AS INAL PAVEMENT MARKINGS (50 ) AND SHALL BE A MINIMUM O 5 LENGTH. 2. ON PROJECTS GREATER THAN 300 IN LENGTH, BUT LESS THAN 25 MILES IN LENGTH, THE INTERIM MARKING SHALL MATCH THE CYCLE LENGTH AT EITHER END O THE PROJECT. THE INTERIM STRIPE SHALL BE 5 IN LENGTH. GENERAL TES (CONTINUED): INAL MARKINGS AND ALL OTHER PAVEMENT MARKINGS INCLUDING EDGELINES, CHANNELIZING LINES, LANE REDUCTION TRANSITIONS, GORE MARKINGS AND OTHER LONGITUDINAL MARKINGS AND THE VARIOUS N-LONGITUDINAL MARKINGS (STOP LINES, RAIL ROAD CROSSINGS, CROSSWALKS, WORDS, SYMBOLS, ETC) SHOULD BE PLACED WITHIN 14 CALENDAR DAYS. TE: WHEN INAL MARKINGS ARE TO BE EPOXY AND PAINT IS USED OR INTERIM SOLID LINES, A 10 MIL THICK LAYER APPLICATION O A WATER-BASED TRAIC MARKING PAINT SHALL BE USED. WITH A 10 MIL LAYER O PAINT APPLIED, BEADS SHOULD BE APPLIED AT A RATE O 6 LBS/GAL. REMOVAL O THE 10 MIL LAYER O PAINT IS T REQUIRED PRIOR TO PLACING THE EPOXY. ALL INTERIM MARKINGS SHALL BE PLACED PRIOR TO REMOVING LANE CLOSURE OR OPENING THE ROADWAY TO TRAIC. INTERIM PAVEMENT MARKING REVISED: 02-JAN-2004 CERTIIED BY STATE PROJ (TH 000) SHEET. 13 O!*! SHEETS LICENSED PROESSIONAL ENGINEER

6 TWO LANE, TWO WAY TWO LANE, TWO WAY WITHOUT MARKINGS INTERIM PAVEMENT MARKING SIMULATING A SOLID LINE AND A BROKEN LINE (50 OOT CYCLE) WITH TRPMS SIMULATING SOLID LINE 5 SKIP PASS DO T 1MileMaximum 750 1MileMaximum SIMULATING BROKEN LINE (50 OOT CYCLE) USING TRPM S AS INTERIM PAVEMENT MARKING WHEN TRPM S ARE USED TO SIMULATE A LINE THE OLLOWING GUIDELINE APPLIES: SKIP STRIPE - USES 3 TRPM s PER 10 SKIP STRIPE ON 5 CENTERS WITH A 40 GAP EDGE O DRIVING LANE 45 GAP MARKER POST PASS WITH CARE MARKER POST SOLID LINE - USES TRPM S ON 10 CENTERS ON TANGENTS, LATTER GRADES AND CURVES UNDER 6 DEGREES. OR CURVES OVER 6 DEGREES AND STEEP GRADES, THIS SPACING SHALL BE REDUCED TO 5 CENTERS. GENERAL TES: SEE SPECIAL PROVISIONS OR INTERIM PAVEMENT MARKING GUIDELINES THESE INTERIM PAVEMENT MARKING GUIDELINES APPLY TO ALL TEMPORARY TRAIC CONTROL S O AT LEAST 300 IN LENGTH ON TANGENT AND 50 ON CURVES O 6 DEGREES OR GREATER. MARKER POST OR ALL PROJECTS GREATER THAN 25 MILES IN LENGTH, INTERIM SKIP STRIPE PAVEMENT MARKINGS SHALL USE THE SAME CYCLE LENGTH AS INAL PAVEMENT MARKINGS (50 ) AND SHALL BE A MINIMUM O 5 LENGTH. t_typicals_interim2 PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn CARE WITH PASS 1MileMaximum 750 1MileMaximum DO T PASS 2. ON PROJECTS GREATER THAN 300 IN LENGTH, BUT LESS THAN 25 MILES IN LENGTH, THE INTERIM MARKING SHALL MATCH THE CYCLE LENGTH AT EITHER END O THE PROJECT. THE INTERIM STRIPE SHALL BE 5 IN LENGTH. ALL INTERIM MARKINGS SHALL BE INSTALLED PRIOR TO REMOVING LANE CLOSURE OR OPENING THE ROADWAY TO TRAIC. INAL MARKINGS AND ALL OTHER PAVEMENT MARKINGS INCLUDING EDGELINES, CHANNELIZING LINES, LANE REDUCTION TRANSITIONS, GORE MARKINGS AND OTHER LONGITUDINAL MARKINGS AND THE VARIOUS N-LONGITUDINAL MARKINGS (STOP LINES, RAIL ROAD CROSSINGS, CROSSWALKS, WORDS, SYMBOLS, ETC) SHOULD BE INSTALLED WITHIN 14 CALENDAR DAYS. TE: WHEN INAL MARKINGS ARE TO BE EPOXY AND PAINT IS USED OR INTERIM SOLID LINES, A 10 MIL THICK LAYER APPLICATION O A WATER-BASED TRAIC MARKING PAINT SHALL BE USED. WITH A 10 MIL LAYER O PAINT APPLIED, BEADS SHOULD BE APPLIED AT A RATE O 6 LBS/GAL. REMOVAL O THE 10 MIL LAYER O PAINT IS T REQUIRED PRIOR TO PLACING THE EPOXY. USING ING AS INTERIM PAVEMENT MARKING ON LOW VOLUME ROADS WITH AN ADT (AVERAGE DAILY TRAIC) O LESS THAN 400 VEHICLES, THE S MAY BE USED IN LIEU O PAVEMENT MARKINGS OR UP TO 14 CALENDAR DAYS (SEE SECTION 5A.1 O THE MMUTCD) OR AS DIERCTED BY THE PROJECT ENGINEER. I INTERIM MARKINGS ARE USED A " CENTER STRIPE" (W8-12) SHALL BE USED OR DIRECTION O TRAVEL. THIS SHALL BE REPEATED AT MAJOR INTERSECTIONS OR ONE MILE INTERVALS, WHICHEVER IS GREATER. 2. I T ALREADY IN PLACE, A "DO T PASS" (R4-1) SHALL BE INSTALLED ON THE RIGHT SIDE O THE ROAD AT THE BEGINNING O THE OPPOSITE O THE " " (W14-3) INTERIM PAVEMENT MARKING REVISED: 02-JAN-2004 CERTIIED BY STATE PROJ (TH 000) SHEET. 130 O 207 SHEETS LICENSED PROESSIONAL ENGINEER

7 4" BROKEN YELLOW 4" SOLID YELLOW 1000 MIN. 4" SOLID YELLOW 400 MIN STOP BAR OR C L t_typicals_rumble strips PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn " 4" 12" C. TO C TEMPORARY RAISED RUMBLE STRIPS TRAIC CONTROL TYPICALS CERTIIED BY LICENSED PROESSIONAL ENGINEER STATE PROJ (TH 000) SHEET. 12 O 20 SHEETS

8 STRINGER DATA S TO BE INSTALLED ON DRIVEN U-POSTS SHALL BE INSTALLED IN ACCORDANCE WITH TABLE 1 OR TABLE 2 BELOW. PANELS SHALL BE INSTALLED ON STRUCTURES TO MEET THE MINIMUM 5 EET DEPICTED ON THE TYPICAL RURAL DE DETAIL, THE 7 EET DEPICTED ON THE TYPICAL URBAN DE DETAIL, OR MINIMUM 7 AND 9 EET DEPICTED ON THE TYPICAL MOUNTING DETAIL ON THIS SHEET. H H/2 H/2 VERTICAL POST 45" POST SPACING WHEN 3 POSTS OR GREATER KNEE BRACE /2 1 3" MAX. Y 0.5X=Y+6" X 5 MIN. 6 MIN. ROM SHOULDER 4 MIN. 12 MIN. ROM ROADWAY GROUND LINE TYPICAL RURAL DE AMBER RELECTOR ON LET RELECTOR ON RIGHT TYPE III AG 2 TABLE 1 STANDARD CONSTRUCTION S IN MN/DOT STANDARD S MANUAL POSTS PANEL SIZE. SPACING KNEE LENGTH (IN.) & (IN.) BRACES (T.) TYPE QUANT. 24 x 24 2-U x 24 2-U x 30 2-U x 36 2-U x 36 2-U x 48 2-U STUB POST 4" MAX. 3" MAX. 60 x x 72 2-U U (1) MIN. 96 x x U U GENERAL TES: GROUND LINE POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT, BUT DO T INCLUDE ADDITIONAL LENGTH REQUIRED OR SPLICE. TYPICAL "A-RAME" INSTALLATION 2. SEE STANDARD S MANUAL OR PUNCHING HOLES. TYPE "D" S DELINEATION MOUNTING TYPICAL URBAN DE TABLE 2 SPECIAL DE CONSTRUCTION S DIRECTION O TRAVEL PANEL SIZE POSTS t_typicals_temp sign detail PATH & ILENAME: IP_PWP:d \t_typicals_tc_tsh.dgn 12" MIN. 18" MIN. RISER POST 2-5/16 STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. USE 3 LB/T STUB POSTS, RISER POSTS AND STRINGERS. ALL SHALL CORM TO MN/DOT STANDARD 340 ALL RISER (VERTICAL) "U" POSTS SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE 7 EET LONG. STUB POST 3.5 MIN. EMBEDMENT 6" 2" 2" 6" NYLON SPACER 5/16" ALUM. BOLTS INPLACE COVER MTG. HT. E.P. 9 MIN. 7 MIN. TYPICAL MOUNTING 1/2" 6" 2" COVER. KNEE LENGTH HEIGHT SPACING LENGTH & BRACES (IN.) (IN.) (IN.) (T.) TYPE QUANT U U U DEER TE: INCLUDE SPECIAL DETAILS IN THE TES: TRAIC CONTROL PLAN IN TABLE TWO. OR TEMPORARY CONSTRUCTION RAMING, THE CONTRACTOR MAY USE GRADE 5 ZINC PLATED BOLTS OR ALL BOLTED CONNECTIONS, EXCEPT OR THE KNEE BRACE CONNECTION TO THE REAR STUB POST, WHICH SHALL UTILIZE A 5/16 INCH STAINLESS STEEL BOLT AND NYLON INSERT LOCK NUT. ADDITIONAL RAMING DETAILS CAN BE OUND IN THE TRAIC ENGINEERING MANUAL PART 6. I THE CONTRACTOR ELECTS TO USE SOME OTHER TYPE O SUPPORT (OTHER THAN U-CHANNEL POSTS) OR MOUNTING CONSTRUCTION S, DETAILS O THE PROPOSED STRUCTURE SHALL BE SUBMITTED TO THE ENGINEER OR APPROVAL PRIOR TO ORDERING THE STRUCTURE COMPONENTS. ANY STRUCTURE TO BE SUBMITTED TO THE ENGINEER SHALL BE AN HWA ACCEPTED BREAKAWAY SUPPORT. STRUCTURE SHALL ALSO BE APPROVED OR 90 MPH WIND LOAD. S SHOWN TO BE COVERED SHALL BE COVERED WITH THE SAME COLOR AS THE BACKGROUND. THE CONTRACTOR SHALL INSTALL COVERS OR ADDITIONAL S USING A MINIMUM 1/2" NYLON SPACER BETWEEN THE INPLACE AND THE COVERING MATERIAL. "U" POST SPLICE HOLES WILL BE DRILLED IN THE COVER AND THE INPLACE AND SHALL BE INSTALLED IN (1) OSET STUB POST 1 TOWARD ROADWAY ACCORDANCE TO THE PANEL DETAIL. SPACERS ARE REQUIRED. MID-PANEL SPACING RELATIVE TO VERTICAL POST. SHALL BE GREATER THAN 24". TYPICAL TEMPORARY RAMING AND INSTALLATION DETAILS 4/28/06 LAYOUT 20.DGN TRAIC CONTROL DRAWN BY: CHECKED BY: CERTIIED BY STATE PROJ (TH 000) SHEET. O!*! SHEETS LICENSED PROESSIONAL ENGINEER