GRADY COUNTY MINCO, OKLAHOMA

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1 OKLAHOMA DEPARTMENT OF TRANSPORTATION FED. ROAD DIST. NO. STATE JOB PIECE NO. FISCAL YEAR SHEET NO. TOTAL SHEETS 6 OKLA. STATE OF OKLAHOMA DEPARTMENT OF TRANSPORTATION DESCRIPTION REVISIONS DATE LOCATION MAP PLAN OF PROPOSED STATE HIGHWAY FEDERAL AID PROJECT NO. HSIP-226N(05)TR SCHOOL ZONE FLASHERS SIGNAL US HIGHWAY 81 GRADY COUNTY CONTROL SECTION NO STATE JOB NO. 2588(04) INDEX OF SHEETS MINCO R-7-W SHT. NO. DESCRIPTION 0001 TITLE SHEET AT01 SUMMARY OF PAY QUANTITIES & NOTES AT02 PAY QUANTITY NOTES (CONTINUED) AT0 TRI HEAD SOLAR BEACON DETAILS T001 SCHOOL ZONE DETAIL I T002 SCHOOL ZONE DETAIL II T00 TRAFFIC CONTROL DETAIL 2 LANE / 2 WAY T004 TRAFFIC CONTROL DETAIL 2 LANE / 2 WAY SHOULDER WORK TRAFFIC D ESIG N PROJECT ENGINEER : T. MAAROUF SQUAD SUPERVISOR : B. ABRAHAM SQUAD MEMBER: : T. SHIELDS CONVENTIONAL SYMBOLS PROPOSED ROAD BEGIN SCHOOL ZONE PROJECT T-10-N STANDARDS SBS PM SBS SA GMS SZSD SSP RSD SSA CCD RWSF TCS TCS TCS TCS TCS-1-01 TCS TCS TCS TCS TCS TCS TCS RAILROADS RANGE & TOWNSHIP SECTION LINES SCHOOL ZONE QUARTER SECTION LINES X FENCES GROUND LINE PROJECT +2% -2% EXISTING ROADS BASE LINE GRADE LINES 2 TELEPHONE & TELEGRAPH PRES. R/W R/W POWER LINES BUILDINGS DRAINAGE STRUCTURES - IN PLACE DRAINAGE STRUCTURES - RIGHT-OF-WAY LINES - EXISTING RIGHT-OF-WAY LINES - RIGHT-OF-WAY MARKERS - IN PLACE US-81 PREPARED BY: OKLAHOMA DEPARTMENT OF TRANSPORTATION BRIDGE DESIGN DIVISION TAREK AHMAD MAAROUF, P.E. OKLA. REG. NO DATE 05/18/2016 REGISTERED PROFE OKLA SSIONAL ENGINEER TAREK AHMAD MAAROUF HOMA P.E. NO : XXXXX(01) RIGHT-OF-WAY MARKERS - REMOVE & REPLACE RIGHT-OF-WAY MARKERS - CONTROLLED ACCESS RIGHT-OF-WAY FENCE 2009 OKLAHOMA STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GOVERN, APPROVED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, JANUARY 4, \\App-mdl01-45\ics4pdf\2768\6412_16\1 TITLE SHEET.dgn MINCO, OKLAHOMA PROJECT LENGTH MI. OKLAHOMA DEPARTMENT OF TRANSPORTATION DATE APPROVED BY CHIEF ENGINEER PROJECT NO. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION DATE APPROVED BY DIVISION ADMINISTRATOR HSIP-226N(05)TR GRADY COUNTY US-81 COUNTY HIGHWAY SHEET NO. 0001

2 REVISIONS REV. NO. DESCRIPTION DATE TRAFFIC CONSTRUCTION PAY QUANTITY NOTES TRAFFIC OPERATION GENERAL CONSTRUCTION NOTES ALL REGULATORY SIGNS SHALL HAVE HIGH INTENSITY SHEETING. THE HIGH INTENSITY (TC-1) SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956-(LATEST REVISION) FOR A PART, OR ALL, OF THIS ITEM IS INTED FOR REPLACEMENT OF REMOVED EXISTING CONFLICTING STRIPING. TYPE III SHEETING. (TC-14) FINAL PAVEMENT MARKING. FLUORESCENT YELLOW/GREEN SHEETING SHALL MEET THE REQUIREMENTS OF ASTM D4956(LATEST REVISION) REQUIREMENTS FOR TYPE VIII SHEETING. SEE STANDARD DRAWING PM1-1, PM2-1, PM-1, PM4-1, PM5-1, PM6-1, PM7-1, PM8-1 (LATEST REVISION). A PART, OR ALL, OF THE QUANTITY SHOWN IS TO BE USED AS ALL WARNING SIGNS SHALL HAVE FLUORESCENT YELLOW/GREEN SHEETING. THE (TC-22) AMOUNT SHOWN IS AN APPROXIMATION AND THE ACTUAL AMOUNT OF REMOVAL, IF NECESSARY, SHALL BE DETERMINED BY THE ENGINEER. PRICE FOR PAVEMENT THE MANUFACTURER SHALL FURNISH A TYPE 'A' CERTIFICATION IN ACCORDANCE WITH MARKINGS REMOVAL SHALL INCLUDE THE COST OF REMOVING STRIPE, ARROWS, WORDS ODOT STANDARD SPECIFICATIONS, LATEST EDITION, SUBSECTION THE AND SYMBOLS, AS SHOWN IN THE PLANS. THESE ITEMS MAY CONSIST OF PLASTIC, CERTIFICATION SHALL INCLUDE TEST RESULTS ON THE MATERIAL SUBMITTED FOR PAINT OR NON-REMOVABLE MARKING TAPE. APPROVAL. (TC-25) ALL CONSTRUCTION TRAFFIC CONTROL WILL BE IMPLEMENTED ACCORDING TO CONSTRUCTION PLANS, AND INSTALLED IN A MANNER APPROVED BY THE ENGINEER, IN THE STATIONS AND LOCATIONS OF THE SIGN PLACEMENT, AS SHOWN ON THE PLAN SHEETS, ARE APPROXIMATE. EXACT STATIONS AND LOCATIONS SHALL BE ACCORDANCE WITH CHAPTER VI OF HE MANUAL ON UNIFORM TRAFFIC CONTROL DETERMINED BY THE CONTRACTOR SO THAT THE SIGN IS INSTALLED IN ACCORDANCE DEVICES, (CURRENT EDITION), AND COMPLIANT WITH APPLICABLE O.D.O.T. STANDARD WITH DEPARTMENT STANDARDS AND THE MUTCD IN ORDER TO PROVIDE OPTIMUM DRAWINGS. PRICE BID FOR THIS ITEM SHALL BE PAYMENT IN FULL FOR THE VISIBILITY TO THE ONCOMING / APPROACHING MOTORIST. IF A PROPOSED LOCATION INSTALLATION, MAYNTENCE AND SUBSEQUENT REMOVAL OF ALL NECESSARY CONFLICTS WITH OTHER SIGNS, UTILITIES OR OTHER ROADWAY FEATURES, THE CONSTRUCTION TRAFFIC CONTROL DEVICES AND PAVEMENT MARKINGS REQUIRED FOR ENGINEER SHALL BE NOTIFIED. COMPLETION OF THE PROJECT. ALL SIGNS AND BARRICADES, WHICH ARE SHOWN WITH TYPE 'A' LIGHTS IN THE POST LENGTHS SHOWN ON SIGN SUMMARY ARE APPROXIMATE, EXACT LENGTH SHALL STANDARD DRAWINGS SHALL HAVE THE CORRESPONDING LIGHT ATTACHED DURING BE DETERMINDED BY FIELD SURVEY BY THE CONTRACTOR. NON-DAYLIGHT HOURS. THE CONTRACTOR SHALL PROVIDE A PERSON TO BE ON 24 HOUR CALL AS NEEDED AS (TC-70) FROMTHE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA) OR THE OKLAHOMA THIS ITEM IS AN ESTIMATED QUANTITY TO BE USED AS DEEMED NECESSARY BY THE ENGINEER. DETERMINED BY THE ENGINEER. THIS PERSON SHALL HOLD A CURRENT CERTIFICATION (TC-75) TEMPORARY PAVEMENT MARKINGS SHALL BE IN PLACE THE SAME DAY THAT EXISTING ASSOCIATION (OTEA) AS A TRAFFIC CONTROL TECHNICIAN OR PAVEMENT MARKINGS AE REMOVED FROM ANY ROADWAY OPEN TO TRAFFIC. ALSO, TRAFFIC CONTROL SUPERVISOR. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE REMOVED PRIOR TO THE INSTALLATION OF FINAL STRIPING. ALL SIGNS SHALL BE REMOVED FROM THE POSTS IN A SALVAGEABLE MANNER FOR REUSE. CARE SHALL BE TAKEN DURING REMOVAL AND TRANSPORTING TO ALLEVIATE TRAFFIC SIGNING PAY QUANTITY NOTES DAMAGE OF MATERIALS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE (TS-28) CAUSED DURING REMOVAL OF SIGNS, LIGHTS AND SIGN POSTS. QUANTITY SHOWN INCLUDES 100 L.F. TRAFFIC STRIPE (MUTLI-POLYMER)(WHITE) AND WILL BE MEASURED BY THE LINEAR FOOT OF TWENTY-FOUR INCH (24") WIDE TRAFFIC AFTER REMOVAL OF ANY SIGN FOOTINGS, THE HOLES SHALL BE FILLED WITH SOIL AND STRIPE. TAMPED AND SHAPED IN A MANNER APPROVED BY THE RESIDENT ENGINEER. (TS-) FOR OR EXISTING GROUND MOUNTED SIGNS. MAXIMUM STUB POST PROJECTION INCLUDED IN THIS PAY ITEM IS ALL THE HARDWARE ASSOCIATED WITH PROPERLY ANCHORING AND MOUNTING THE HIGHWAY SIGN IN ACCORDANCE WITH O.D.O.T ABOVE FOOTING / GROUND LINE SHALL BE 1 /4" + OR - 1/4". MAXIMUM FOOTING PLANS AND STANDARD DRAWINGS SSA1-1 AND SSP1-1-(LATEST REVISION). PROJECTION ABOVE GROUND LINE SHALL BE NO MORE THAN 2". SHOULD ADDITIONAL SOIL BE REQUIRED, THE RESIDENT ENGINEER WILL DESIGNATE AN AREA FROM WHICH (TS-4) INCLUDED IN THIS PAY ITEM IS THE REMOVAL OF ANY EXISTING SIGNS TO BE REPLACED BY ASSEMBLIES AND THE REMOVAL OF ANY EXISTING SIGNS THAT TO OBTAIN ADDITONAL SOIL. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER WILL BE IN CONFLICT WITH THE ROADWAY OR SIGNAGE. ITEMS OF WORK. (TS-41) "REMOVAL OF EXISTING SIGNS" SHALL INCLUDE THE REMOVAL OF A COMPLETE SIGN THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO ASSEMBLY WHICH MAY INCLUDE MULTIPLE SIGNS, POSTS, FOOTINGS, AND ANY LOCAL AND THROUGH TRAFFIC. SEE O.D.O.T. STANDARDS AND DETAIL DRAWINGS FOR FOOTINGS ADJACENT TO THE SIGN ASSEMBLY. WHEN APPROVED BY THE ENGINEER, MAINTENANCE OF LOCAL AND THROUGH TRAFFIC. FOOTINGS MAY BE OBLITERATED TO A POINT BELOW GROUND LEVEL IN LIEU OF BEING COMPLETELY REMOVED. SEE GENERAL CONSTRUCTION NOTES FOR DISPOSAL OF OLD CONCRETE FOOTING MATERIAL. ALL BROKEN CONCRETE INCLUDING OLD SIGN FOOTINGS WITH STUBS, WASTE MATERIAL AND DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SPECIAL NOTES SHALL BE REMOVED FROM THE LIMITS OF THE PROJECT AND DISPOSED OF IN AN AREA APPROVED BY THE ENIGINEER. NO PAYMENT SHALL BE MADE FOR THE DISPOSAL OF (SP-1) THIS MATERIAL. THE CONTRACTOR SHALL SET THE ON-OFF TIME AS FOLLOWS UNLESS SPECIFIED BY THE SCHOOL SUPERINTENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE MAY INFLICT TO THE ON EXISTING UDERGROUND UTILITIES WITHIN THE PROJECT AREA AS A RESULT OF HIS TIME: 7:0AM DIGGING, TRENCHING, BORING, ETC... PRIOR TO DIGGING NEAR THE UTILITIES, THE 2:0PM CONTRACTOR SHALL CALL FOR A LIST OF ALL UNDERGROUND FACILITES REGISTERED OFF 9:00AM 4:0PM IN THE AREA OF CONSTRUCTION LISTED WITH THE FOLLOWING AGENCIES: THE "OKIE" NOTIFICATION CENTER 811 OR OR (SP-2) PRICE BID FOR THIS ITEM SHALL INCLUDE ALL COST FOR THE SOLID STATE FLASHER CONTROLLERS (TYPE II) AND ALL OR THE LOCAL COUNTY CLERKS OFFICE. HARDWARE ASSOCIATED WITH PROPERLY INSTALLING THE CONTROLLERS IN ACCORDANCE WITH STANDARD RWSF1-1-(LATEST REVISION). (SP-) THIS PROJECT SHALL INCLUDE SIX (6) YELLOW 1 WAY 1 SECTION ADJUSTABLE L E D S, TYPE S-22.THE L E D TRAFFIC MODULES, LENSES AND ALL ASSOCIATED MATERIAL AND EQUIPMENT SHALL CONFORM TO I.T.E. + VEHICLE TRAFFIC CONTROL (V T C S H) - STANDARDS IN EFFECT AT THE TIME THAT THE ORDER IS PLACED. L E D HEADS SHALL BE CAPABLE OF OPERATING TOP POLE MOUNTED FLASHER CONTROLLER TYPE II SIGNAL SCHOOL ZONE WITHOUT A REFLECTOR. POLE BASE BLACK + - (SP-4) PRICE BID FOR THIS ITEM SHALL INCLUDE ALL COST FOR THE SQUARE PEDESTALCAST ALUMINUM BASE AND COLLAR AND RED ALL HARDWARE ASSOCIATED WITH PROPERLY INSTALLING WHITE THIS SIGN IN ACCORDANCE WITH STANDARD BOTTOM SIGNAL RWFS1-1-(LATEST REVISION). POLE MOUNTED CIRCUIT BREAKER 20 AMP (SP-5) INCLUDED WITH THIS PAY ITEM SHALL BE THE STRUCTURAL CONCRETE AND REINFORCING STEEL FOR THE ASSEMBLY BLACK POWER FOOTING AS WELL AS THE 4" GALVANIZED STEEL PIPE. SOURCE (SOLAR WHITE PANEL) (SP-6) ALL SIGNS REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NEATLY STACK SUCH REMOVED MATERIAL AT A LOCATION ON THE JOB SITE SUMMARY OF PAY AS DIRECTED BY THE ENGINEER. THE PRICE BID SHALL KCD INCLUDE THE REMOVAL OF ALL FOOTINGS BELOW GROUND LEVEL OR AS DIRECTED BY THE ENGINEER. FOOTINGS TO BECOME THE PROPERTY OF THE CONTRACTOR. QUANTITIES & NOTES JOB PIECE NO. 2588(04) SHEET NO. AT01 GRADY COUNTY/US 81

3 (SP-7) PAY QUANTITIES & NOTES KCD (CONTINUED) SHEET NO. AT02

4 ACORN OR DOMED CAST ALUM. POLE CAP MOUNTING ASSY. (SEE NOTE G) MOUNTING ASSY. 6'' (SEE NOTE G) 6'' MAX. SCHOOL REGULATORY SIGNS TRI HEAD SOLAR BEACON DETAILS SIGN CLAMP ASSEMBLY, SEE STD'S SBS1-1-,SBS2-1-, & SBS-1-(LATEST REVISION) SIGN PANEL HEIGHT VARIES (SEE NOTE J) SPEED LIMIT 25 WHEN SIGN SIZE HEIGHT 2'-6' x 2'-6' - '-6' '-0' x '-0' - 4'-' 4'-0' x 4'-0' - 5'-7' 2'-0' x 4'-0' - 4'-0' '-0' x 6'-0' - 6'-0' 4'-0' x 8'-0' - 8'-0' 4'' PIPE POST (SEE NOTE J) FLASHING 6'' (SEE NOTE G) WARNING SIGNS MOUNTING ASSY. NOTE D CAST ALUMINUM BREAKAWAY BASE (SEE NOTE K) 2'' MAX. CONDUIT PROJECTION 7'-0' MIN. 25 MPH IS THE SCHOOL ZONE SPEED LIMIT. 5 8'' x 8'-0'' COPPER WELD GROUND ROD CONNECTED TO 1'' CHAMFER POLEBASE WITH A 10 AWG SOLID BARE COPPER WIRE. '' (SEE NOTE 6) 7'-0" MIN. F-1 FOUNDATION 6 V-BARS A A 2'-6' '-0' 10'-0" MIN. W12 SPRIAL 40'-0'' LONG (LENGTH INCLUDES FLAT 12'' OVERLAP CAST ALUMINUM COLLAR 15' TURN AT TOP AND BOTTOM) 1'' PVC ELECT. CONDUIT (TRENCHED) 5 W6 16'' PITCH 1 TYP. 2 2'' 2'-0'' DIA. '' TYPICAL FLASHING REGULATORY / WARNING SIGN STRUCTURAL CONCRETE = 0.5 CY REINFORCING STEEL = 27 LBS 2'-0' 6 - # 4 V BARS 2'-6'' GROUND ROD LONG EQUALLY SPACED SECTION ''A-A'' W-12 SPRIAL 1'-7'' O.D. BOLT CIRCLE DIA '' MAX 12'' MIN 4' 1 1 4'' MATERIAL SPECIFICATIONS A. ELECTRICAL CONDUIT AND FITTINGS SHALL BE IN ACCORDANCE WITH SECTION 802 OF THE 2009 STANDARD SPECIFICATIONS AND MAY BE EITHER RIGID GALV. STEEL OR SCH. 40 PVC PLASTIC. B. ELECTRICAL CONDUCTORS FROM THE POWER SERVICE INSULATOR TO THE CONTROLLER, AND TO THE FLASHING S SHALL BE A NO. 10 AWG. TYPE THHN. ELECTRICAL WIRING FROM THE FOOTING TO THE S SHALL BE INSTALLED WITHIN THE SUPPORTING SIGN POLE. H. THE FUSE HOLDER LOCATED IN THE POLE BASE SHALL BE WATERPROOF, IN-LINE, BREAK-A-WAY TYPE INCLUDING A 10 AMP KTK FUSE. I. THE PIPE POST SHALL BE SCH. 40 GALV. STEEL. PIPE LENGTH WILL VARY DUE TO SIGN SIZES AND FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY AND ADJUST THE PIPE POST LENGTH AS REQUIRED. MINIMUM LENGTH OF 12', UNLESS OTHERWISE SPECIFIED IN THE SIGNING SCHEDULE. SPUN ALUMINUM (SEE NOTE K) C. ALL CONDUITS OR STRAPS SHALL BE GALVANIZED MALLEABLE IRON. SCH.40 OR 80 PIPE, AS REQUIRED, MAY BE USED AS AN ALTERNATE POST MATERIAL. 4'' HEX NUT 4'' FLAT WASHER 1 (2 2'' O.D. MIN) 4'' LOCK WASHER D. THE FLASHER CONTROLLER SHALL BE A TYPE I FLASHER FOR 24 HOUR OPERATION OR A TYPE II FLASHER FOR TIMED OPERATION, IN A CAST ALUMINUM, NEMA R RAINTIGHT, LOCKABLE ENCLOSURE. CONTROLLER SHALL CONFORM TO SECTION 827 OF THE 2009 STANDARD SPECIFICATIONS. J. ALL COST OF THE FHWA APPROVED SQUARE CAST ALUMINUM BASE WITH A PLASTIC DOOR, GROUNDING LUG AND A CAST ALUMINUM BASE COLLAR SHALL BE INCLUDED IN THE PRICE BID FOR REGULATORY OR WARNING SIGN ASSEMBLY. K. COST OF CONCRETE AND STEEL IN THE FOOTING SHALL BE INCLUDED 6' 8' GALV. E. THE ENCLOSURE FOR THE CIRCUIT BREAKER SHALL BE A N.E.M.A. R RAINTIGHT ENCLOSURE, AND SHALL BE LOCKED IN ACCORDANCE WITH THE POWER COMPANY REQUIREMENTS. CIRCIUIT BREAKERS SHALL BE I-POLE, 120 VOLT, RATED AT 20 AMP. IN THE PRICE BID OF REGULATORTY OR WARNING SIGN ASSEMBLY PAY ITEM. FOR CONCRETE AND STEEL QUANTITIES SEE STANDARD FGS2-1 (LATEST REVISION). 18' 4'' F. S USED SHALL BE ONE-WAY, ONE SECTION ( WITH YELLOW LENS AND TUNNEL VISOR (V-1), CONFORMING TO SECTION 81 OF THE 2009 STANDARD SPECIFICATIONS. SIZE SHALL BE EITHER A S-8 (8'') OR S-22 (12'') AS SPECIFIED ON THE PLANS. TRI-HEAD SOLAR '' ANCHOR BOLT DETAIL (SEE NOTE H) SIGN CLAMP G. ANCHOR BOLTS SHALL BE ASTM A-572 OR A-6, MODIFIED TO 50,000 PSI YIELD STRENGTH WITH A HEAVY DUTY FLAT WASHER, HEAVY DUTY LOCK WASHER AND HEAVY DUTY HEX NUT, ALL GALVANIZED AS PER ASTM A-15. BEACON DETAILS KCD SHEET NO. AT0

5 SPEED LIMIT 45 SCHOOL ZONE MATCH LINE "A" 1 AHEAD 2 25 SCHOOL ZONE DETAIL I MINCO, OK KCD SHEET NO. T001

6 6 SCHOOL SPEED 20 LIMIT W HEN FLASHING 7 AHEAD 4 MATCH LINE "A" 5 ZONE SCHOOL LIMIT 45 SPEED 8 REMOVE EXISTING AND ADD SIGN SCHOOL ZONE DETAIL II KCD MINCO, OK SHEET NO. T002

7 S S S S REVISIONS XXX FEET (OPTIONAL) NOTE 1 MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES (FEET) SHALL BE EQUAL TO TWICE THE POSTED SPEED LIMIT (M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE CHANNELIZERS. SPACING SHALL NOT EXCEED 75 FEET FOR CHANNELIZER CONES, SPACING SHALL NOT EXCEED 100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS, OR DRUMS. ROAD W ORK ONE LANE ROAD XXXX A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL BE PLACED THRU THIS AREA. NOTE A LONGITUDINAL BUFFER AREA, TO ALLOW WORKERS TIME TO EVACUATE THE WORK AREA, SHOULD BE PROVIDED. FOR GUIDELINES ON SETTING THE LENGTH OF THIS BUFFER, SEE STANDARD DRAWING TCS2-1-(LATEST REVISION). ACTUAL LENGTH SHALL BE DETERMINED BY FIELD CONDITIONS AND THE JUDGEMENT OF THE ENGINEER. ROAD WORK SIGNS MAY BE OMITTED IF WORK ZONE IS LESS THAN 2,000 FEET. THE FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT CONTACT AT ALL TIMES AND SHALL BE POSITIONED TO PROTECT THE WORKERS. WHEN NO WORK IS BEING PERFORMED AND TWO LANE TRAFFIC IS OPERATING, FLAGGERS WILL NOT BE REQUIRED. WHENEVER FLAGGERS ARE NOT PRESENT, THE "FLAGGER" 50' MIN. SIGNS SHALL BE REMOVED OR COVERED. 100' NOTE 100' FLOODLIGHTS SHOULD BE PROVIDED TO MARK FLAGGER STATIONS AT NIGHT AS NEEDED. XXXX ROAD ONE LANE NOTE 1 ROAD W ORK IN INSTANCES WHERE SIGHT DISTANCE MAY BE RESTRICTED DUE TO A CREST VERTICAL CURVE, HORIZONTAL CURVE OR OTHER FACTORS, THE CHANNELIZING DEVICES ARE TO BE EXTED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. XXX FEET (OPTIONAL) ALL TRAFFIC CONTROL FOR THE ALTERNATE LANE WILL BE OPPOSITE OF THAT SHOWN. KEY: SIGN CHANNELIZING CONE DRUM WORK AREA FLAGGER DRAWING NOT TO SCALE TRAFFIC CONTROL DETAIL KCD 2 LANE / 2 WAY SHEET NO. T00

8 NOTE 1 MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES (FEET) SHALL BE EQUAL TO TWICE THE POSTED SPEED LIMIT (M.P.H.) WITH THE FOLLOWING EXCEPTIONS. SPACING SHALL NOT EXCEED 50 FEET FOR CONES OR TUBE CHANNELIZERS. SPACING SHALL NOT EXCEED 75 FEET FOR CHANNELIZER CONES, SPACING SHALL NOT EXCEED 100 FEET FOR TYPE II BARRICADES, VERTICAL PANELS, OR DRUMS. A MINIMUM OF FIVE (5) CHANNELIZING DEVICES SHALL BE PLACED THRU THIS AREA. ROAD W ORK ROAD W ORK AHEAD THE "ROAD WORK AHEAD" SIGN MAY BE REPLACED WITH OTHER APPROPRIATE SIGNS SUCH AS "SHOULDER WORK" IF CONDITIONS DICTATE. IF THE WORKSPACE IS LOCATED IN THE MEDIAN OF A DIVIDED ROADWAY AN ADVANCE WARNING SIGN SHOULD ALSO BE PLACED ON THE LEFT SIDE OF THE ROADWAY. FOR WORK REQUIRING (60 MINUTES OR LESS), OR MOBILE OPERATION, ALL SIGNS AND CHANNELIZING DEVICES MAY BE ELIMINATED IF A VEHICLE WITH AN ACTIVATED FLASHING OR REVOLVING YELLOW LIGHT IS USED. ALL VEHICLES, EQUIPMENT, WORKERS (EXCEPT FLAGGERS) AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE OF THE ROADWAY. "ROAD WORK NEXT XX MILES" SIGN SHALL BE REQUIRED IF WORK AREA IS 2 MILES OR MORE. 2' MIN 15' MAX IN INSTANCES WHERE SIGHT DISTANCE MAY BE RESTRICTED DUE TO A CREST VERTICAL CURVE, HORIZONTAL CURVE OR OTHER FACTORS, THE CHANNELIZING DEVICES ARE TO BE EXTED TO A POINT WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. L / 50' SEE STANDARD TCS2-1 (EST REVISION) NOTE 1 ROAD W ORK ROAD W ORK AHEAD SHOULDER W ORK KEY: ALL TRAFFIC CONTROL FOR THE ALTERNATE LANE WILL BE OPPOSITE OF THAT SHOWN. SIGN DRUM CHANNELIZER CONE WORK AREA DRAWING NOT TO SCALE TRAFFIC CONTROL DETAIL 2 LANE / 2 WAY SHOULDER WORK KCD SHEET NO. T004