PAY QUANTITY NOTES INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS EARTHWORK WHERE NO QUANTITY IS SHOWN ON P & P SHEETS.

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1 PAY QUANTITY NOTES (F-1) (F-2) (F-3) (F-4) (F-5) (F-6) (F-7) (F-8) (F-9) (F-10) (F-11) (F-12) (F-13) (F-14) (F-15) (F-16) (F-17) (F-18) (F-19) INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS EARTHWORK WHERE NO QUANTITY IS SHOWN ON P & P SHEETS. ESTIMATED QUANTITY ONLY. TO BE USED IN A MANNER APPROVED BY THE ENGINEER, FOR MISCELLANEOUS GRADING. INCLUDES 20% COMPACTION. SALVAGE APPROX. WIDE X " DEEP: STATION TO STATION. STATION TO STATION. STATION TO STATION. SEE P & P SHEETS FOR WIDTH AND DEPTH. ESTIMATED AT HOURS PER MILE. ESTIMATED AT 120 LBS. PER CU. FT. NO SUBGRADE METHOD B' WILL BE REQUIRED WITHIN THE AREA OF LIME TREATMENT. ESTIMATED AT TONS PER CU. YD. OF SOIL ASPHALT BASE. ESTIMATED AT GALLONS PER CU. YD. OF SOIL ASPHALT BASE. MEASUREMENT WILL BE BASED ON THE THEORETICAL CROSS-SECTION SHOWN ON THE TYPICAL SECTION, MULTIPLIED BY THE ACTUAL LENGTH. CONTRACTORS ARE TO BID EITHER ALTERNATE 0GBB OR ALTERNATE OGPCB BUT NOT BOTH. ESTIMATED AT LBS. PER SQ. YD. ( THICK) (SOIL EST. AT LBS. PER CU. FT.). AFTER THE OPEN GRADED BASE HAS CURED, A DILUTED SS-1 EMULSION SHALL BE APPLIED TO ITS SURFACE. THE DILUTION SHALL BE FIVE PARTS WATER TO ONE PART SS-1 APPLIED AT A RATE OF 0.1 GALLONS PER SQ. YD. COST TO BE INCLUDED IN PRICE BID FOR OPEN GRADED PC BASE. QUANTITY SHOWN FOR DRIVEWAYS AND RETURNS ON THE P & P SHEETS SHALL BE PLACED BY BOTH THE GRADING AND SURFACING CONTRACTORS, UNLESS OTHERWISE NOTED. ESTIMATED AT TONS PER 100 SQ. YD. OF COVER AREA OF SINGLE BITUMINOUS TREATMENT. ESTIMATED AT TONS PER 100 SQ. YD. OF COVER AREA OF DOUBLE BITUMINOUS TREATMENT.

2 (F-20) (F-21) (F-22) (F-23) (F-24) (F-25) (F-26) (F-27) (F-28) (F-29) (F-30) (F-31) (F-32) (F-33) (F-34) (F-35) (F-36) ESTIMATED AT 1.25 TONS PER 100 SQ. YD., PER APPLICATION (TWO APPLICATIONS REQUIRED FOR DOUBLE BITUMINOUS). ESTIMATED AT 2.00 TONS PER 100 SQ. YD. ESTIMATED AT 1.40 TONS PER 100 SQ. YD. SEE SUMMARY OF DRAINAGE STRUCTURES FOR THE CULVERT SIZE OF THE HEADWALL UNDER CONSIDERATION. ESTIMATED AT 0.05 GAL. PER SQ. YD. PRIOR TO DILUTION. DETOUR PIPE SHALL BE REMOVED BY AND BECOME PROPERTY OF THE CONTRACTOR. THE COLDMILLED SURFACE SHALL IMMEDIATELY BE FOG SEALED AT THE APPROXIMATE RATE OF 0.1 GALLONS PER SQ. YD. THE FOG SEAL SHALL BE A MIXTURE OF FIVE PARTS WATER AND ONE PART SS-1 EMULSIFIED ASPHALT. PAYMENT OF THIS ITEM WILL BE MEASURED BY THE GALLON PRIOR TO DILUTION. WATER USED IN THE DILUTION OF THE EM ULSIFIED ASPHALT WILL NOT BE MEASURED FOR PAYMENT. INCLUDES L.F. OF " C.G.S. PIPE FOR PIPE THAT WILL BE SALVAGED OR REMOVED AND RELAID. THIS PIPE SHALL HAVE EITHER WELDED OR RIVETED JOINTS AND SHALL CONFORM TO AASHTO M-36M, SUBSECTIONS 12.1, 12.2, ALL GATES AND GATE END POSTS FOR STRANDED WIRE FENCE (SWF)SHALL BE CONSTRUCTED AT THE SAME WIDTH AS THE EXISTING, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. INCLUDES 2% FOR GROUND MEASUREMENT. EXCAVATION REQUIRED TO COMPLETE THE PROJECT, OR NOTED AS "UNCLASSIFIED EXCAVATION" SHALL BE CONSIDERED AS INCIDENTAL TO THE EMBANKMENT AND WILL NOT BE A PAY ITEM. IF STEEL PIPE IS SELECTED FOR USE IT SHALL BE BITUMINOUS COATED GALV., MILL PRECOATED GALV., OR ALUMINIZED TYPE 2. (F-37) MATERIALS REMOVED SHALL NOT BE MEASURED FOR PAYMENT UNDER SECTION UNCLASSIFIED EXCAVATION. (F-38) (F-39) TRANSVERSE GROOVING WILL NOT BE REQUIRED.

3 (F-40) (F-41) (F-42) (F-43) (F-44) (F-45) (F-46) (F-47) (F-48) (F-49) (F-50) (F-51) (F-52) (F-53) (F-54) WEIGHTS SHOWN ARE THE WEIGHTS OF THE STEEL GRATE AND DO NOT INCLUDE THE WEIGHT OF STEEL ANGLES, ANCHOR BOLTS OR WASHERS. PRICE BID PER POUND OF STEEL GRATE SHALL INCLUDE THE COST OF GRATES, STEEL ANGLES, ANCHOR BOLTS, AND WASHERS COMPLETE AND ACCEPTED IN PLACE. TO BECOME THE PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER APPROVED BY THE ENGINEER. INCLUDES C.Y. TO BE USED FOR CONCRETE MEDIANS OR ISLANDS. TO BE FINISHED IN ACCORDANCE WITH SEC OF THE CURRENT SPECIFICATIONS. TRANSVERSE GROOVING WILL NOT BE REQUIRED. TO BE APPLIED AT A TARGET RATE OF 0.25 GAL. OF RESIDUAL ASPHALT PER SQ. YD. OF FABRIC REINFORCEMENT, OR AS RECOMMENDED BY THE FABRIC MANUFACTURER. INCLUDES L.F. OF ' RADIUS BEND. INCLUDES COST OF TYPE 1, CODE 3 DELINEATORS (AMBER COLOR). SLURRY METHOD MUST BE USED. PRICE BID TO INCLUDE THE COST OF 4" MOUNTABLE CURB INLETS, 6" MOUNTABLE CURB INLETS, 6" BARRIER CURB INLETS, 8" BARRIER CURB INLETS. (F-55) (F-56) (F-57) ESTIMATED AT GAL. OF RESIDUAL ASPHALT PER SQ. YD. OF BASE COURSE. A BOND BREAKER SHALL BE APPLIED TO THE SURFACE OF AC PAVEMENT IMMEDIATELY PRIOR TO THE PLACEMENT OF PCC PAVEMENT AND ALLOWED TO DRY. CARE SHALL BE EXERCISED NOT TO APPLY BOND BREAKER TO REINFORCEMENT STEEL. THE BOND BREAKER SHALL BE WHITE, PCC CURING COMPOUND OR A LIME/WATER WASH (NO SALT ADDED). THE BOND BREAKER SHALL BE APPLIED TO THE AC SURFACE UNTIL IT IS THE COLOR OF CURED PCC. THE COST SHALL BE ADDED TO OTHER WORK. SEE SPECIAL PROVISION(S).

4 (F-58) (F-59) (F-60) (F-61) (F-62) (F-63) (F-64) (F-65) (F-66) (F-67) (F-68) (F-69) (F-70) WHEN NO PROFILE IS SHOWN, THE GRADE ELEVATION WILL BE SET BY THE ENGINEER, TO OBTAIN MINOR GRADE CORRECTIONS ON EXISTING ROAD. MEDIAN BARRIER TO INCLUDE POST HOLES FITTED WITH GALVANIZED STEEL SLEEVE FOR GLARE DEFLECTOR FENCE, OR THREADED FLANGE. ESTIMATED AT 95 LBS. PER SQ. YD. PER 1" THICK. INCLUDES ASPHALT AND AGGREGATE AND OTHER INGREDIENTS AS SPECIFIED IN THE JOB-MIX FORMULA. ESTIMATED AT 70 LBS. PER SQ. YD. PER 3/4" THICK. ESTIMATED AT 112 LBS. PER SQ. YD. PER 1" THICK. INCLUDES CU. YD. FOR PIPE UNDERDRAIN. PRIME COAT SHALL BE APPLIED TO THE SUBGRADE IMMEDIATELY AFTER FINAL COMPACTION AND SHAPING TO RETAIN MOISTURE FOR PROPER CHEMICAL REACTION OF THE SOIL ADDITIVE. (F-71) ELLIPTICAL PIPE IS DIMENSIONED RISE BY SPAN ( AASHTO M207 ). (H-1) EROSION CONTROL PAY QUANTITY NOTES (H-2) (H-3) (H-4) (H-5) (H-6) (H-7) (H-8) (H-9) ESTIMATED AT GALLONS PER SQ. YDS. OF SODDING AND SPRIGGING. ESTIMATED AT M-GALLONS PER ACRE OF SEEDING. ESTIMATED AT 0.31 GALLONS OF MS-2 PER SQ. YD. ESTIMATED AT POUNDS OF FERTILIZER PER 1,000 SQ. YDS. OF SODDING AND SPRIGGING. ESTIMATED AT POUNDS OF AMMONIUM NITRATE ( ) FERTILIZER PER 1,000 SQ. YDS. OF SODDING AND SPRIGGING. ESTIMATED AT POUNDS OF FERTILIZER PER ACRE OF SEEDING. ESTIMATED AT POUNDS OF FERTILIZER PER OF. ESTIMATED AT POUNDS OF PER OF.

5 (H-10) (H-11) (H-12) (H-13) (H-14) (H-15) (H-16) (H-17) (H-18) (H-19) (H-20) ESTIMATED AT 150 POUNDS OF TRIPLE SUPERPHOSPHATE ( )PER ACRE OF AREA ON WHICH TOPSOIL IS TO BE REPLACED. PRICE BID TO INCLUDE COST OF POUNDS OF FERTILIZER. ESTIMATED AT POUNDS PER. PRICE BID TO INCLUDE COST OF M-GALLONS ESTIMATED AT GALLONS PER. THE QUANTITIES ESTIMATED FOR TEMPORARY EROSION AND SEDIMENT CONTROL IS ACRES. EROSION CONTROL CONSTRUCTION NOTES (H-21) (H-21A) SEED: THE FOLLOWING KINDS OF SEED, AT ACRE-RATES INDICATED BELOW, SHALL BE PLANTED THE AREAS DESIGNATED FOR "SEEDING". WHEN BOTH A WARM AND COOL SEASON SEED MIX IS SPECIFIED, EITHER MIX (IN THE PROPER SEASON) MAY BE USED, BUT BOTH SHALL NOT BE PLANTED ON THE SAME AREA. (H-21B) KINDS OF SEED TO BE FURNISHED QUANTITY PER ACRE

6 (H-21C) TEMPORARY SEEDING KINDS OF SEED TO BE FURNISHED QUANTITY PER ACRE (H-21D) PERMANENT SEEDING KINDS OF SEED TO BE FURNISHED QUANTITY PER ACRE (H-22) (H-23) (H-24) (H-25) (H-26) (H-27) (H-28) (H-28A) (H-29) (H-30) VEGETATIVE MULCHING: THE VEGETATIVE MULCH SHALL BE ANCHORED IN ACCORDANCE WITH THE "ADHESIVE SPRAY METHOD", AS SPECIFIED IN (b)1 OF THE STANDARD SPECIFICATIONS. VEGETATIVE MULCHING: THE VEGETATIVE MULCH SHALL BE ANCHORED IN ACCORDANCE WITH THE "MULCHING-TILLER METHOD", AS SPECIFIED IN (b) OF THE STANDARD SPECIFICATIONS. SEASONAL PLANTING RESTRICTIONS: THE PLANTING OF MULCH SOD SHALL BE RESTRICTED TO THE PERIOD FROM TO. THE PLANTING OF BROADCAST SPRIGS SHALL BE RESTRICTED TO THE PERIOD FROM TO. THE PLANTING OF ROW SPRIGS SHALL BE RESTRICTED TO THE PERIOD FROM TO. THE PLANTING OF SEEDS SHALL BE RESTRICTED TO THE PERIOD FROM TO. THE PLANTING OF SEEDS SHALL BE RESTRICTED TO THE PERIOD FROM TO.

7 (H-31) (H-32) AREAS ON WHICH SALVAGED TOPSOIL IS TO BE REPLACED SHALL HAVE FERTILIZER APPLIED, AT THE RATE OF 150 POUNDS PER ACRE, JUST PRIOR TO THE REPLACEMENT OF SALVAGED TOPSOIL. TYPE B, SALVAGED TOPSOIL WILL BE CONSIDERED COMPLETE WHEN THE TOPSOIL HAS BEEN REMOVED AND STOCKPILED FROM THE AREAS OF ROADWAY EXCAVATION AND EMBANKMENT. INCORPORATION OF SPRIGS INTO THE SOIL AND REPLACEMENT OF THIS MIXTURE ONTO DESIGNATED AREAS WILL BE HANDLED UNDER THE PAY ITEM FOR BROADCAST SPRIGGING, METHOD B. (H-33) AT THE BEGINNING OF TURFING OPERATIONS, ANY AREAS INCLUDED IN PLANNED QUANTITIES THAT HAVE GROWN A SATISFACTORY VOLUNTEER TURF OF PERENNIAL GRASS, AS DETERMINED BY THE ENGINEER, SHALL BE FERTILIZED AND WATERED AS CALLED FOR ON THE PLANS, BUT SHALL NOT BE SEEDED, SODDED, OR SPRIGGED. GENERAL CONSTRUCTION NOTES (E-1) (E-2) (E-3) (E-4) (E-5) (E-6) (E-7) (E-8) (E-9) (E-10) THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING ROAD TO LOCAL AND THROUGH TRAFFIC. SEE STANDARD SPECIFICATIONS FOR MAINTENANCE OF LOCAL AND THROUGH TRAFFIC. ALL TREES, BRUSH, AND OTHER DEBRIS THAT MIGHT INTERFERE WITH THE FLOW OF WATER IS TO BE CLEANED OUT TO THE RIGHT-OF-WAY LINE AT EACH STRUCTURE AND BRIDGE, IN A MANNER APPROVED BY THE ENGINEER. ALL COST TO BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS OF WORK. ALL FLOWLINES THAT ARE TO BE FILLED SHALL BE THOROUGHLY TAMPED BEFORE CONSTRUCTION OR EXTENSION OF DRAINAGE STRUCTURES. ALL COST TO BE INCLUDED IN OTHER ITEMS OF WORK. PIPE UNDERDRAIN QUANTITIES ESTIMATED ONLY. LOCATION, IF AND WHERE REQUIRED, TO BE DETERMINED BY THE ENGINEER. MAINTENANCE OF THROUGH TRAFFIC INCLUDES THE MAINTENANCE OF THE EXISTING ROAD IN CLOSE PROXIMITY TO THE NEW CONSTRUCTION AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL REMOVE AND RESET MAILBOXES AS NECESSARY. MAILBOXES ARE TO BE MAINTAINED IN AN UPRIGHT POSITION AND ACCESSIBLE TO MAIL CARRIER'S CAR DURING CONSTRUCTION. ANY DAMAGE TO BOXES OR SUPPORTS SHALL BE REPAIRED BY THE CONTRACTOR. COST TO BE INCLUDED IN OTHER ITEMS OF WORK. GUIDE POSTS NOW IN PLACE TO BE REMOVED BY STATE FORCES. IN ORDER TO ALLEVIATE DUST CONDITIONS DURING GRADING OPERATIONS AND BEFORE PAVEMENT WORK IS COMPLETED, THE CONTRACTOR SHALL SPRINKLE GRADING AT INTERVALS APPROVED BY THE ENGINEER. COST OF SPRINKLING TO BE INCLUDED IN PRICE BID FOR OTHER ITEMS OF WORK.

8 (E-11) FOR WIDENING AND RESURFACING PROJECTS, THE CONTRACTOR SHALL SCHEDULE OPERATIONS TO MINIMIZE POTENTIAL DROP-OFF HAZARDS AND SHALL SUBMIT A SEQUENCE OF CONSTRUCTION OPERATIONS TO THE RESIDENT ENGINEER FOR APPROVAL, BEFORE OPERATIONS BEGIN. EXCAVATION FOR PAVEMENT WIDENING, EXTENSION OF ROADWAY STRUCTURES AND ASPHALT LAYING OPERATIONS THAT PRESENT AN EDGE DROP OFF OF GREATER THAN 2 (TWO) INCHES SHALL BE LIMITED TO ONE SIDE AT A TIME. ONLY THAT AMOUNT OF OPEN TRENCH WILL BE ALLOWED THAT CAN BE SURFACED IN 2 (TWO) DAYS TIME, WITHOUT APPROVAL OF THE ENGINEER. LIGHTS, SIGNS, AND BARRICADES SHALL BE MOVED AS THE WORK PROGRESSES. (E-12) ON PROJECTS WHERE BRIDGES ARE A SEPARATE CONTRACT, ANY EXCAVATION WASTED BY THE BRIDGE CONTRACTOR SHALL BE RE-HANDLED BY THE ROADWAY CONTRACTOR IN ACCORDANCE WITH EMBANKMENT REQUIREMENTS, AND RE-HANDLING PAID FOR AS "UNCLASSIFIED EXCAVATION" IN THE ROADWAY CONTRACT. (E-13) (E-14) (E-15) (E-16) (E-17) (E-18) (E-19) (E-20) (E-21) (E-22) THE ENGINEER SHALL CHECK GRADES AT RAMP TERMINALS AND MAKE ANY ADJUSTMENTS OF THE GRADES AND SUPERELEVATIONS WHICH ARE REQUIRED TO OBTAIN SMOOTH PROFILES FOR BOTH EDGES OF THE RAMP PAVEMENT CROSS SLOPE BREAKOVER SHALL NOT EXCEED 5%(FIVE PERCENT). COST OF CONSTRUCTING DRIVEWAYS AND RETURNS TO FINISHED SHOULDER ELEVATION TO BE INCLUDED IN PRICE BID FOR OTHER ITEMS OF WORK. (SURFACING CONTRACTOR ONLY) PRIOR TO FINAL ACCEPTANCE, ALL EXPOSED CURB SURFACES SHALL BE CLEANED OF ALL DISCOLORATION SUCH AS ASPHALT STAIN, TIRE MARKS, OR OTHER DISFIGUREMENT. THE USE OF AN APPROVED MOTOR PATROL GRADER WILL BE PERMITTED FOR LAYING ASPHALT CONCRETE LEVELING OR FINISH COURSE. AGGREGATE BASE ON DETOUR ROADS, REMOVED AND RELAID FOR SHOULDERS, DRIVEWAYS AND/OR RETURNS ON MAIN ROADWAY, SHALL MEET THE SPECIFICATIONS FOR "AGGREGATE BASE" WHEN RELAID, NO PLANT MIXING WILL BE REQUIRED FOR THIS MATERIAL. BITUMINOUS SURFACING ON AGGREGATE BASE WHICH IS TO BE RELAID SHALL BE SCARIFIED AND INCORPORATED INTO THE AGGREGATE BASE MATERIAL. IN ALL OTHER RESPECTS, THE MATERIAL TO BE RELAID SHALL MEET THE SPECIFICATIONS FOR "AGGREGATE BASE". ALL GUARDRAIL, SIGNS AND MAILBOXES TO BE REMOVED AND RESET BY STATE FORCES. TRAFFIC STRIPE TO BE PLACED BY STATE FORCES. (MAINLINE) ASPHALT REPAIRS IN PLACE SHALL BE REMOVED WHEN DESIGNATED AND IN A MANNER APPROVED BY THE ENGINEER. IN AREAS WHERE PATCHING IS REQUIRED, UNDERCUTTING AND BACK FILLING OF SUBGRADE SHALL BE DONE IN A MANNER APPROVED BY THE ENGINEER. BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95% OF STANDARD DENSITY. COST OF UNDERCUTTING AND BACKFILLING TO BE INCLUDED IN OTHER ITEMS OF WORK.

9 (E-23) (E-24) (E-25) (E-26) (E-27) (E-28) (E-29) (E-30) (E-31) SEASONAL LIMITATIONS FOR PENETRATION TYPE SURFACES WILL NOT APPLY ON THIS PROJECT. NOTE: THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY RIGHT-OF-WAY FENCE AS REQUIRED. WHEN THE PORTION OF THE PROJECT THAT REQUIRED THIS FENCE IS COMPLETED, THE TEMPORARY FENCE SHALL BE REMOVED, AND PERMANENT RIGHT-OF-WAY FENCING SHALL BE RESTORED OR INSTALLED IN A MANNER APPROVED BY THE ENGINEER. COSTS SHALL BE INCLUDED IN OTHER ITEMS OF WORK. THE CONTRACTOR SHALL KEEP THE OPEN TRENCH DRAINED. COST TO BE INCLUDED IN OTHER ITEMS OF WORK. TEST ROLLING (SECTION 203) WILL BE REQUIRED ON THIS PROJECT. THIS PROJECT SHALL BE CONSTRUCTED WITHOUT CLOSING THE EXISTING SECTION LINE ROADS TO LOCAL AND THROUGH TRAFFIC. SEE STANDARD SPECIFICATIONS FOR MAINTENANCE OF LOCAL AND THROUGH TRAFFIC. EXCESS ASPHALT AT JOINTS AND CRACKS IN EXISTING PAVEMENT SHALL BE REMOVED FLUSH TO TOP OF PAVING IN A MANNER APPROVED BY THE ENGINEER. THE THICKNESS AS SHOWN FOR SELECT BORROW IS APPROXIMATE. SELECT BORROW SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION METHOD "B" OF THE STANDARD SPECIFICATIONS. SURFACING OF RETURNS, UNLESS OTHERWISE SHOWN ON THE PLANS, SHALL BE OF THE SAME MATERIAL (BASE AND SURFACE) AS THAT OF THE ABUTTING SHOULDER OF THE MAINLINE. BASE AND SURFACE THICKNESS SHALL BE THE THICKNESS SHOWN ON PLANS. T.B.S.C. SURFACES SHALL BE SPRINKLED WITH WATER AND ROLLED WITH A PNEUMATIC ROLLER IN A MANNER APPROVED BY THE ENGINEER.