T202506301 Construction Plans - Pave Rehab.pdf

(PM) PAGE 1 OF 26

THE STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

OFFICE OF TRANSPORTATION SOLUTIONS

CONSTRUCTION PLANS AND SPECIFICATIONS FOR

PAVEMENT & REHABILITATION, SUSSEX I, (HARDSCRABBLE & CONCORD), 2025

CONTRACT NUMBER - T202506301 UNIFIER PROJECT ID – 2025-00014

FEDERAL AID NUMBER - ESTP-2025(07) COUNTY: SUSSEX

PLANS PREPARED BY:______________________________________________

DESIGNER

DELDOT – TRANSPORTATION SOLUTIONS DATE

PAVEMENT MANAGEMENT - (PM)

THIS SEAL APPLIES TO ALL SHEETS

BEARING THE “PM” SECTION

DESIGNATION

APPROVED FOR ADVERTISEMENT

7/31/2025

DIRECTOR OF TRANSPORTATION SOLUTIONS DATE

_______________________________________Y����

08/04/2025

CONTRACT NUMBER- T202506301 (PM) PAGE 2 OF 26

Multiple Locations

LOCATION MAP

48320A

483A

479A

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Broad Creek

Concord

Sycamore

Hitchens Crossroads

Jones Crossroads

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SUSSEX CO.

TECHNICAL HS

SUSSEX CO.

TECHNICAL HS

Location 3

Location 2 to SR9, County Seat Hwy.

from US13, Sussex Hwy

SR20, Concord Rd to Bryans Store Rd.

from SR9, County Seat Hwy

SR20, Hardscrabble Rd

Location 1 on SR20, Concord Rd.

Bridge 3-243 over Tubbs Branch

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 3 OF 26

PAVEMENT & REHABILITATION, SUSSEX I, (HARDSCRABBLE & CONCORD), 2025

GENERAL CONTRACT PLAN NOTES

REVISED - JULY 2025

GENERAL

1. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS - JANUARY 2025 FOR ROAD AND BRIDGE CONSTRUCTION AND

THE DELAWARE DEPARTMENT OF TRANSPORTATION STANDARD CONSTRUCTION DETAILS DATED 2025, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT.

2. THE PURPOSE OF THIS CONTRACT IS TO MAKE GENERAL IMPROVEMENTS TO ROADS AND/OR STREETS WITHIN

THE DISTRICT HEREIN SPECIFIED. DEPENDING ON FUND AVAILABILITY, THE DEPARTMENT RESERVES THE

RIGHT TO ADD OR DELETE LOCATIONS AND/OR QUANTITIES FOR THIS CONTRACT. SUCH LOCATION OR

QUANTITY ADDITIONS OR DELETIONS SHALL NOT BE CAUSE FOR AN INCREASE OR DECREASE IN ANY

CONTRACT UNIT BID PRICES. NO ITEM PRICES ARE TO BE RENEGOTIATED DUE TO EITHER AN INCREASE OR

DECREASE IN QUANTITY USAGE RESULTING FROM SAID ADDITIONS OR DELETIONS.

3. THE CONTRACTOR SHALL PROVIDE ALL RESIDENTS AND BUSINESSES WHO LIVE ADJACENT TO THE WORK

ZONE A MINIMUM 48 HR. PRIOR WRITTEN NOTICE FOR THE START OF CONSTRUCTION WORK. THIS

NOTIFICATION SHALL INCLUDE THE SCOPE OF WORK, WORKING HOURS, ANTICIPATED START AND

COMPLETION DATES, CONTRACTOR NAME & ADDRESS, AND DELDOT CONTACT NUMBERS. FAILURE TO GIVE

PROPER NOTICE WILL RESULT IN A SUSPENSION OF WORK REQUIRING NOTICE, UNTIL PROPER NOTICE IS

PROVIDED. ACCESS TO ALL BUSINESSES AND RESIDENCES WITHIN THE PROJECT LIMITS SHALL BE

MAINTAINED THROUGHOUT THE DURATION OF THIS CONTRACT. ANY TEMPORARY CLOSURE OF A DRIVEWAY

FOR TIE-IN PURPOSES SHALL BE COORDINATED WITH THE ENGINEER AND/OR PROPERTY OWNER IN ADVANCE

OF THE CLOSURE.

4. THE CONTRACTOR SHALL SUBMIT THE REQUIRED COPIES OF A DETAILED PROGRESS SCHEDULE (PSC) AS

OUTLINED IN DELDOT STANDARD SPECIFICATION 108.4 PRIOR TO OR AT THE PRECONSTRUCTION MEETING.

DETAILS SHALL INCLUDE A DESCRIPTION OF EACH WORK ACTIVITY, THE PLANNED DAYS OF WORK, MULTIPLE

CREWS OR SHIFTS, AND SCHEDULED WORKING HOURS. DURING THE CONTRACT, THE CONTRACT SHALL

SUBMIT TWO-WEEK (OR AS REQUIRED) "LOOK AHEAD" SCHEDULES TO THE AREA ENGINEER/ MANAGER NO

LATER THAN NOON OF EACH THURSDAY. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL

CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED CLEARANCES AND INSURANCES

FOR EACH RAILWAY COMPANY INVOLVED IF THE RAILROAD PROPERTY AND/OR FACILITES ARE LOCATED

WITHIN OR NEAR THE PROPOSED LIMITS OF WORK AND/OR IF THE PROPOSED WORK ENCROACHES UPON THE

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 4 OF 26

RAILROAD'S RIGHT-OF-WAY, IN ACCORDANCE WITH DELDOT MAINTENANCE OF RAILROAD TRAFFIC ITEM NO.

801501. THE CONTRACTOR MUST CONTACT DELDOT'S RAILROAD SECTION MANAGER AT (302) 659-4098 PRIOR TO

ANY WORK STARTED TO COORDINATE THE EXECUTION OF THE APPROPRIATE AGREEMENTS AND

AUTHORIZATIONS REQUIRED FROM ANY RAILWAY COMPANY INVOLVED, INCLUDING COORDINATION FOR

RAILROAD FLAGGING, IF NECESSARY.

MAINTENANCE OF TRAFFIC

6. PERMANENT ADVANCE WARNING SIGNS WITH THE LEGENDS "ROAD WORK AHEAD" SHALL BE PLACED ON

THE APPROACHES TO THE WORK AREA AND "END ROAD WORK" SIGNS SHALL BE PLACED BEYOND THE WORK

AREA LIMITS IN BOTH DIRECTIONS. ON ALL INTERSECTING ROADS, INSTALL "ROAD WORK AHEAD" SIGNS 500

FEET IN ADVANCE OF THE WORK AREA AND "END ROAD WORK" SIGNS 500 FEET BEYOND THE WORK AREA. THE

USE OF SKID-MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE CONTRACTOR CAN DEMOSTRATE THAT

A UTILITY CONFLICT EXISTS AND/ OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE PERMANENT

SIGNS IN THE APPROPRIATE LOCATION WHICH SHALL BE VERIFIED BY THE ENGINEER.

7. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED IN BOTH DIRECTIONS 10 DAYS IN

ADVANCE OF CONSTRUCTION THROUGH 5 DAYS AFTER THE START OF CONSTRUCTION, AS WELL AS PRIOR TO

ANY MAJOR TRAFFIC PATTERN CHANGES. ALL PCMS MESSAGES AND LOCATIONS SHALL BE APPROVED BY THE

DISTRICT SAFETY OFFICER.

8. THE CONTRACTOR SHALL BE REQUIRED TO SHOW PROOF THAT HE HAS SUFFICIENT APPROVED STRIPING

MATERIALS ON HAND TO ENSURE STRIPING IS COMPLETED PRIOR TO FULL OPENING ROADWAY TO TRAFFIC.

9. AT THE END OF EACH DAY'S OPERATION AND BEFORE TRAFFIC IS RETURNED TO UNRESTRICTED ROADWAY

USE, TEMPORARY STRIPING SHALL BE APPLIED AT LOCATIONS THAT REQUIRE PERMANENT STRIPING AND IN

ACCORDANCE WITH THE TEMPORARY PAVEMENT MARKING POLICY. TEMPORARY PAVEMENT STRIPING MUST

MATCH PERMANENT PAVEMENT STRIPING IN ALL REGARDS. THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING THE TEMPORARY MARKINGS IN GOOD CONDITION SUCH THAT THE PAVEMENT IS PROPERLY

DELINEATED AT ALL TIMES. ANY REFRESHING OF THE TEMPORARY MARKINGS WILL BE AT THE CONTRACTOR'S

EXPENSE.

10. ALL WORK SHALL BE PERFORMED IN A MANNER THAT WILL REASONABLY PROVIDE THE LEAST

PRACTICABLE OBSTRUCTION TO ALL ROAD USERS, INCLUDING VEHICULAR, PEDESTRIAN AND BICYCLE

TRAFFIC, AND SHALL CONFORM TO THE REQUIREMENTS OF THE 2011 DELAWARE MANUAL ON UNIFORM

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 5 OF 26

TRAFFIC CONTROL DEVICES, PART 6, INCLUDING ALL REVISIONS UP TO THE DATE OF ADVERTISEMENT FOR

BIDS.

11. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND ALONG PEDESTRIAN FACILITIES AT ALL TIMES

DURING CONSTRUCTION. EARTH, STONE AND GRAVEL SURFACES ARE NOT ACCEPTABLE FOR PROVIDING

PEDESTRIAN ACCESS. WHERE PEDESTRIAN ROUTES ARE CLOSED OR BLOCKED, ALTERNATE PEDESTRIAN

ACCESS SHALL BE PROVIDED USING TA-28 AND/OR TA-29 OF THE 2011 DELAWARE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES. PEDESTRIAN DETOUR ROUTES OR ALTERNATE PEDESTRIAN FACILITIES SHALL

CONSIST OF ADA COMPLIANT FACILITIES TO THE LEVEL OF WHICH EXISTS ON THE PEDESTRIAN ROUTE. THIS

WORK SHALL BE INCIDENTAL TO ITEM 801500 - MAINTENANCE OF TRAFFIC, ALL INCLUSIVE.

PEDESTRIAN MAINTENANCE OF TRAFFIC: THIS WORK SHALL CONSIST OF PROVIDING AND MAINTAINING AN

ACCESSIBLE PEDESTRIAN ROUTE THROUGHOUT THE PROJECT’S LIMITS IN ACCORDANCE WITH THE AMERICANS

WITH DISABILITIES ACT OF 1990 (ADA) TITLE II, PARAGRAPH 35.130.

THE CONTRACTOR SHALL BE REQUIRED TO REVIEW EACH CURB RAMP LOCATION AND SUBMIT THE

APPROPRIATE MAINTENANCE OF TRAFFIC DETAIL AND LIST OF DEVICES TO THE ENGINEER FOR EACH

LOCATION AT LEAST 2 WEEKS PRIOR TO THE START OF CONSTRUCTION FOR REVIEW, COMMENT, AND

APPROVAL.

THE FOLLOWING CONSIDERATIONS SHALL BE TAKEN INTO ACCOUNT WHEN ADDRESSING ACCESSIBLE

PEDESTRIAN MAINTENANCE OF TRAFFIC:

• ALL PEDESTRIANS, INCLUDING PERSONS WITH DISABILITIES, SHALL BE PROVIDED WITH A REASONABLY

SAFE, CONVENIENT AND ACCESSIBLE PATH THAT REPLICATES AS MUCH AS PRACTICABLE, THE EXISTING

PEDESTRIAN FACILITIES.

• PROVIDE PEDESTRIAN ACCESS THROUGH OR AROUND THE WORK ZONE. IF A DETOUR IS CHOSEN, THE

CONTRACTOR MUST SUBMIT THE DETOUR ROUTE TO THE ENGINEER FOR REVIEW AND APPROVAL. THE

DETOUR ROUTE MUST MEET OR EXCEED THE CURRENT CONDITIONS.

• PHASE WORK SO THAT ALL AREAS OF AN INTERSECTION/SIDEWALK PATH ARE NOT UNDER CONSTRUCTION

AT THE SAME TIME UNLESS A CLEAR PATH IS PROVIDED AND IDENTIFIED.

• TRAFFIC CONTROL DEVICES AND OTHER CONSTRUCTION MATERIALS AND FEATURES SHALL NOT INTRUDE

INTO THE USABLE WIDTH OF THE SIDEWALK, TEMPORARY PATHWAY OR OTHER PEDESTRIAN FACILITY.

A SMOOTH, CONTINUOUS HARD SURFACE SHALL BE PROVIDED THROUGHOUT THE ENTIRE LENGTH AND WIDTH

OF THE PEDESTRIAN ROUTE THROUGHOUT CONSTRUCTION. THERE SHALL BE NO CURBS OR VERTICAL

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 6 OF 26

ELEVATION CHANGES GREATER THAN ¼ IN. IN GRADE OR TERRAIN THAT COULD CAUSE TRIPPING OR BE A

BARRIER TO WHEELCHAIR USE.

12. THE USE OF MILLINGS AND GRADED AGGREGATE BASE COURSE (GABC) IN THE TRAVEL WAY, TEMPORARY TRAVEL WAY, HIGH VOLUME ENTRANCES AND ACCESS RAMP FOR THE PURPOSE OF

PROVIDING A TEMPORARY ROADWAY SURFACE, POTHOLE REPAIR, TAPERED EDGE FOR UTILITIES, BUTT

JOINTS, AND LONGITUDINAL DROP-OFFS (MILLING AND PAVING OPERATIONS) IS PROHIBITED UNLESS IT IS

OTHERWISE DESIGNATED TO BE USED IN THE CONTRACT PLANS. USE COLD PATCH, BITUMINOUS

CONCRETE, BITUMINOUS CONCRETE WEDGE, OR TAPER MILL, AS NOTED IN THE CONTRACT DOCUMENTS OR

APPROVED BY THE ENGINEER. PAYMENT FOR COLD PATCH, BITUMINOUS CONCRETE OR BITUMINOUS

CONCRETE WEDGE SHALL BE PAID AS NOTED IN THE CONTRACT DOCUMENTS. TAPER MILL BITUMINOUS

CONCRETE SHALL BE PAID UNDER THE BITUMINOUS CONCRETE MILLING ITEM.

MILLINGS OR GABC SHALL BE USED AT THE FOLLOWING LOCATIONS WHERE ACCESS TO A BUSINESS, RESIDENCE, OR EDGE DROP OFF NEEDS TO BE MAINTAINED UNLESS OTHERWISE NOTED IN THE PLANS OR

DIRECTED BY THE ENGINEER TO USE BITUMINOUS CONCRETE OR COLD PATCH. ALL MILLINGS AND GABC

WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE MATERIAL FROM UNRAVELLING:

a. DRIVEWAYS

b. ENTRANCES

c. LOW VOLUME ACCESS RAMPS (IDENTIFIED IN THE CONTRACT DOCUMENTS)

d. EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY(LANES AND SHOULDER) AND THE PROPOSED ROAD

CONSTRUCTION

e. EDGE OF ROADWAY DROP-OFF

GRADING AND MAINTAINING BASE COURSE THAT IS BEING USED FOR ROADWAY WEDGE/FILLET BETWEEN

TRAVEL LANES AND PAVEMENT BOX, EDGE OF TRAVELWAY, DRIVEWAY OR ENTRANCE ACCESS SHALL BE

INCIDENTAL TO ITEM NO. 801500 - MAINTENANCE OF TRAFFIC. THE BASE COURSE MATERIAL SHALL BE

PLACED AT NO GREATER THAN THE SLOPE SPECIFIED IN TABLE 6G-1 AND SHALL BE COMPACTED. EXCESS

BASE COURSE MATERIAL SHALL BE PUSHED AHEAD AND USED IN THE NEXT SEGMENT AND SHALL BE

INCIDENTAL TO THE PARTICULAR BASE COURSE PAY ITEM. NO SEPARATE PAYMENT SHALL BE MADE FOR

MILLINGS OR GABC TEMPORARY ROADWAY MATERIAL (TRM) USED TO PROTECT EDGE DROP-OFFS, UNLESS

THE MATERIAL IS EVENTUALLY UTILIZED AS PART OF A PERMANENT ROADWAY AT WHICH TIME THE

MATERIAL WOULD BE PAID FOR UNDER THE RESPECTIVE CONTRACT MATERIAL ITEM.

VERTICAL DIFFERENCES SHALL BE CORRECTED IN ACCORDANCE WITH TABLE 6G-1 OF THE DELAWARE

MUTCD.

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 7 OF 26

13. THE CONTRACTOR SHALL HAVE AN ATSSA SUPERVISOR ASSIGNED TO THIS PROJECT AND THAT

PERSON’S SOLE RESPONSIBILITY SHALL BE THE MANAGEMENT AND SUPERVISION OF THE PROJECT’S TEMPORARY TRAFFIC CONTROL ACTIVITIES. THIS PERSON SHALL NOT HAVE ANY OTHER ROLE ON THE

PROJECT. RESPONSIBILITIES AND REQUIREMENTS OF THE ATSSA SUPERVISOR ARE DEFINED IN SECTION

812 OF THE STANDARD SPECIFICATIONS. PAYMENT FOR ATSSA SUPERVISOR IS INCIDENTAL TO ITEM

801500.

PAVEMENT MARKINGS

14. APPROVED SIGNING AND STRIPING PLANS WILL BE PROVIDED BY THE DEPARTMENT THROUGH THE TRAFFIC

DESIGN SECTION. IF ANY CHANGES TO THE FINAL PAVEMENT MARKINGS ARE REQUIRED THEY WILL NEED TO

BE SUBMITTED AND REVIEWED BY THE DEPARTMENT'S TRAFFIC SECTION FOR APPROVAL. FINAL PAVEMENT

MARKINGS SHALL CONFORM TO THE APPROVED SIGNING AND STRIPING PLANS UNLESS OTHERWISE DIRECTED

BY THE ENGINEER.

UNLESS OTHERWISE DIRECTED BY THE ENGINEER, WHITE EDGE LINES SHALL WRAP AROUND THE RADIUS OF

ALL SIDE STREETS AND MAJOR COMMERCIAL ENTRANCES TO A TANGENT POINT. YELLOW CENTERLINES

SHALL BE CONTINUOUS AROUND MEDIAN ISLANDS. ALL DOUBLE YELLOW CENTERLINES SHALL BE PLACED IN

A 6-6-6 CONFIGURATION (2 EACH, 6" YELLOW STRIPES WITH A 6" GAP BETWEEN).

15. ANY ERRONEOUS MARKING WILL NOT BE PAID FOR AND SHALL BE CORRECTED IMMEDIATELY AT THE

CONTRACTORS EXPENSE. ERRONEOUS MARKINGS OR SHADOWS THAT EXCEED ONE (1) INCH IN WIDTH SHALL

BE REMOVED BY EITHER SAND OR WATER BLASTING AS DIRECTED BY THE ENGINEER. NO OTHER REMOVAL

METHODS WILL BE ALLOWED. A FLAT BLACK PAINT OR DRIVEWAY SEALER SHALL BE APPLIED IN THE AREA

OF THE REMOVED MARKING TO MASK THE REPAIR. ANY DAMAGE TO THE PAVEMENT CAUSED BY REMOVAL

OF ERRONEOUS MARKINGS SHALL BE REPAIRED / REPLACED TO THE SATISFACTION OF THE ENGINEER AT THE

CONTRACTORS EXPENSE.

16. STOP LINES "BARS" SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 3B.16 OF THE 2011 DELAWARE

17. ALL CROSSWALKS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 3B.18 OF THE 2011 DELAWARE

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 8 OF 26

TRAFFIC SIGNAL NOTES

18. TRAFFIC DETECTION LOOPS SHALL BE PLACED IN THE FINAL WEARING SURFACE UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

19. TRAFFIC DETECTION LOOPS THAT ARE CURRENTLY 5'x7' SHALL BE REPLACED WITH LOOPS THAT ARE 6'x6' AT

THE SAME LOCATION. STOP BAR DETECTION LOOPS SHALL BE THE SAME SIZE AS CURRENTLY EXISTING, AND

SHOULD BE PLACED STARTING TWO FEET BEHIND THE STOP BAR, UNLESS OTHERWISE DIRECTED BY THE

ENGINEER. IF SEPARATE SIGNAL PLANS HAVE BEEN DEVELOPED, THE PLANS SUPERSEDE THIS NOTE.

PROJECT

20. UNLESS SPECIFIED, OVERLAY WIDTHS SHALL MATCH EXISTING WIDTHS.

21. THE COST OF CLIPPING BACK THE EDGES OF THE ROADWAY, SHOULDERS, AND THE FIRST 3' OF UNPAVED

DRIVEWAY ENTRANCES, PICKING UP AND DISPOSING OF WASTE AND EXCESS MATERIAL, AND CLEANING THE

EXISTING PAVEMENT PRIOR TO OVERLAY SHALL BE INCIDENTAL TO THE PAVING ITEMS. PREPARING UNPAVED

DRIVEWAY ENTRANCES BEYOND THE FIRST 3' SHALL BE PAID UNDER THE APPROPRIATE CONTRACT ITEMS:

202000 AND/OR 301003.

22. BUTT JOINTS SHALL BE PLACED AT ALL INTERSECTING HOT MIX ROADS AND ANY OTHER LOCATIONS AS

DIRECTED BY THE ENGINEER. BUTT JOINTS AT DRAINAGE STRUCTURES NOT TO BE RESURFACED SHALL BE AS

PER THE INCLUDED PLAN DETAIL OR LOCATION NOTES. BUTT JOINTS CUT PRIOR TO THE DAY OF THE

PAVEMENT OVERLAY SHALL BE RAMPED WITH HOT MIX TRM. IN MILLING AREAS, THERE WILL BE NO

SEPARATE PAYMENT FOR BUTT JOINTS. AFTER PAVEMENT MILLING, ALL TRANSVERSE VERTICAL

DIFFERENCES, RAISED EDGES OF MANHOLES, CATCH BASINS, WATER VALVE BOXES, ETC...SHALL BE RAMPED

WITH HOT-MIX TRM AT A 20:1 OR FLATTER SLOPE PRIOR TO OPENING THE ROADWAY TO TRAFFIC. PAVEMENT

MILLINGS WILL NOT BE ALLOWED FOR USE AS RAMPING MATERIAL.

23. TAPER MILLING IS INTENDED FOR MILLING IN THE AREA OF FIXED STRUCTURES (I.E. CURBS GUARDRAIL, ETC.) THE MILLED DEPTH AT THE STRUCTURE SHALL BE THE DEPTH OF THE PROPOSED OVERLAY AND 0" AT A

DISTANCE OF 6½' +/- FROM THE STRUCTURE. THE COMPUTED DEPTH FOR PAYMENT PURPOSES IS THE AVERAGE

OF THE TWO DEPTHS.

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 9 OF 26

24. MILLING OF THE BITUMINOUS ASPHALT PAVEMENT IN PREPARATION FOR THE OVERLAY SHALL

INCLUDE MILLING OF EXISTING CONCRETE PATCHES AND/OR COMPOSITE PAVEMENT AND IS INCIDENTAL

TO ITEM 76001X, PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT.

25. ALL MILLED MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE STATED.

26. EXCAVATION FOR P.C.C. CURBS, SIDEWALK OR VALLEY GUTTER SHALL BE INCIDENTAL TO THE RESPECTIVE

ITEMS. EXCAVATED MATERIAL, NOT NEEDED ON THE PROJECT, SHALL BE REMOVED FROM THE PROJECT SITE

AT THE CONTRACTORS EXPENSE. ITEM 908001 - TOPSOIL, SHALL BE USED AS BACKFILL MATERIAL FOR CURB

AND SIDEWALK AS DIRECTED BY THE ENGINEER. TOPSOIL SHALL BE SCREENED/SIFTED SO AS NO MATERIAL

GREATER THAN .5" IS PRESENT IN MATERIAL USED FOR BACKFILL. AT EACH LOCATION, BACKFILLING SHALL

BE PERFORMED IMMEDIATELY UPON REMOVAL OF FORMS FOR CURB OR SIDEWALK WORK. COMPLETE

RESTORATION, TOPSOIL, SEEDING, AND REMOVAL OF ALL MATERIALS FOR CURB & GUTTER OR SIDEWALK;

SEALING OF VALLEY GUTTERS AND PARGING OF CATCH BASINS, SHALL BE COMPLETED WITHIN SEVEN (7)

CALENDAR DAYS OF COMPLETION OF THE ITEM OF WORK. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION

OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

27. ALL ADJUSTMENTS SHALL BE MADE NO MORE THAN SEVEN (7) CALENDAR DAYS PRIOR TO THE PLACEMENT

OF THE FINAL COURSE OF HOT MIX UNLESS OTHERWISE APPROVED BY THE ENGINEER. FAILURE TO COMPLY

WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE

ASSESSED.

28. ALL PAVING, INCLUDING TURN LANES, SHOULDERS AND INTERSECTIONS, IS TO BE COMPLETED WITHIN

SEVEN (7) CALENDAR DAYS FROM THE TIME THE AREA WAS MILLED. FAILURE TO COMPLY WILL RESULT IN A

SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

29. THE CONTRACTOR SHALL TAKE CARE IN REMOVING PAVEMENT AROUND UTILITIES, BUTT JOINTS, CURBING, ETC. SO THAT EXISTING PAVEMENT BEYOND THE SPECIFIED DEPTHS IS NOT DAMAGED. ANY DAMAGE CAUSED

BY THE CONTRACTOR'S OPERATIONS MAY RESULT IN PLACING LEVELING COURSES AT THE CONTRACTOR'S

EXPENSE. THE REMOVAL AND CLEAN UP OF THE HOT MIX RESIDUE WEDGE REMAINING AFTER MILLING

OPERATIONS SHALL BE INCIDENTAL TO THE MILLING ITEM. THE REMOVAL OF EXISTING RAISED PAVEMENT

MARKERS (RPM'S) SHALL BE INCIDENTAL TO THE APPLICABLE MILLING AND/OR RECLAMATION ITEMS.

CONTRACT NUMBER- T202506301 SOUTH MAINTENANCE (PM) PAGE 10 OF 26

30. ALL PORTLAND CEMENT CONCRETE MUST BE RECEIVED FROM AN APPROVED PRODUCTION PLANT. ONLY

CALIBRATED VOLUMETRIC CONCRETE TRUCKS WILL BE PERMITTED TO PROVIDE ON-SITE MIXTURES. THIS

PERTAINS TO BOTH WORK OCCURRING DURING NORMAL WORKING HOURS AND NIGHTTIME RESTRICTED

WORK.

31. ALL DRAINAGE INLETS WHICH ARE SLATED FOR REPAIR WILL HAVE THE FLOW CHANNEL INSTALLED AND

DRAINAGE INLETS 4' OR GREATER IN DEPTH WILL ALSO HAVE THE STEPS INSTALLED IN ACCORDANCE WITH

SECTION 602.3.B.8 OF THE STANDARD SPECIFICATIONS. PAYMENT SHALL BE INCIDENTAL TO THE UNIT PRICE

BID FOR ITEM 602130 AND/OR 602504.

32. THE PORTLAND CEMENT CONCRETE USED WITHIN ITEM 602132 - ADJUST AND REPAIR EXISTING MANHOLES

AND ITEM 710002 - ADJUST WATER VALVE BOX SHALL CONFORM TO THE REQUIREMENTS OF CLASS A

CONCRETE AS STATED WITHIN SECTION 1022 OF THE DEPARTMENT'S STANDARD SPECIFICATIONS.

33. In order to maintain effective communication with the traveling public, only place signs, banners, flags, or other displays within the projects limits that meet the requirements of the latest version of the Delaware Manual on Uniform Traffic Control Devices. Any signs or other materials which deviate from the MUTCD, must be preapproved by the Engineer. The only signage and materials which may be displayed upon vehicles and equipment within the Project area are signs denoting the name of the Contractor and any subcontractors and other signs and/or materials required and approved pursuant to the MUTCD and the Engineer. Contractor shall immediately remove any signs or materials within the Project that does not meet these requirements immediately upon notification by the Engineer. Failure to remove signs or other materials following notification from the

Engineer will result in Liquidated Damages being assessed in the manner and amount specified in the Standard

Specifications section 108.9A.

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT NUMBER- T202506301 (PM) PAGE 11 OF 26

SOUTH

MAINTENANCE

DETAILS SHEET

NOTE:

N.T.S.

BITUMINOUS CONCRETE MIX PATCH DETAIL

IS 6 INCHES.

MAXIMUM SINGLE LIFT FOR TYPE B

TYPE B PATCHING.

6" BIT. CONCRETE ASPHALT MIX

OTHERWISE SHOWN ON THE PLANS.

IS TO BE OVERLAID UNDER THE SAME CONTRACT. THIS DETAIL SHALL BE USED FOR ALL HOT-MIX PATCHES UNLESS

ALL EDGES TO BE SAWCUT. CUTTING BY USE OF AIR HAMMERS MAY BE SUBSTITUTED FOR SAWCUTTING IF THE AREA

PAVEMENT OR MILLED SURFACE

LEVEL OF EXISTING

SAWCUT

CONTRACT NUMBER- T202506301 (PM) PAGE 12 OF 26

SOUTH

MAINTENANCE

DETAILS SHEET

CONTRACT T202506301 (PM) PAGE 13 OF 26

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (HARDSCRABBLE & CONCORD),

LOCATION 1 BRIDGE 3-243 ON SR20, CONCORD RD (S20)

LENGTH AADT 6918

GENERAL IMPROVEMENTS

BRIDGE REHABILITATION OVER TUBBS BRANCH, BRIDGE 3-243.

COMMENTS:

Please see attached sheets for comments

MATERIAL ESTIMATE FOR LOCATION 1

201000 CLEARING AND GRUBBING 1.00 L.S.

202000 EXCAVATION AND EMBANKMENT 13.00 C.Y.

203000 CHANNEL EXCAVATION 51.00 C.Y.

208000 FLOWABLE FILL 5.00 C.Y.

209002 BORROW, TYPE B 160.00 C.Y.

302002 DELAWARE NO. 3 STONE 60.00 TON

401046 SUPERPAVE TYPE C, 9.5 mm, PG 76-22 (NON-CARBONATE STONE) 188.00 TON

504001 CRACK AND JOINT SEALING LESS THAN 3/4 INCH WIDE 418.00 L.F.

505000 PCC PATCHING, PARTIAL DEPTH 375.00 SY-IN

610511 SOIL AND PAVEMENT STRUCTURE STABILIZATION AND LIFTING 4,000.00 LB

621500 TEMPORARY TIMBER MAT 1.00 L.S.

628041 DEEP SPALL REPAIR 1.00 C.F.

628508 DEEP OVERHEAD CONCRETE SPALL REPAIR 7.00 S.F.

707016 RIPRAP, R-5 187.00 TON

707021 CHANNEL BED FILL 45.00 C.Y.

708003 GEOTEXTILES, RIPRAP 300.00 S.Y.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 2,002.00 SY-IN

760013 PAVEMENT MILLING, PCC PAVEMENT 750.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 87.00 L.F.

763501 CONSTRUCTION ENGINEERING 1.00 L.S.

763623 NETTING MIGRATORY BIRD EXCLUSION 1.00 L.S.

860004 TEMPORARY MARKINGS, LATEX, 4" 1,256.00 L.F.

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 1,256.00 L.F.

CONTRACT T202506301 (PM) PAGE 14 OF 26

LENGTH AADT 6918

GENERAL IMPROVEMENTS

BRIDGE REHABILITATION OVER TUBBS BRANCH, BRIDGE 3-243.

MATERIAL ESTIMATE FOR LOCATION 1

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 6.00 EACH

867002 SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL, HOUSING 6.00 EACH

905001 SILT FENCE 455.00 L.F.

906002 DEWATERING BAG 1.00 EACH

906003 SUMP PIT 2.00 EACH

907017 COMPOST FILTER LOGS 20.00 L.F.

908001 TOPSOIL 5.00 TON

908004 TOPSOIL, 6" DEPTH 1,053.00 S.Y.

908014 PERMANENT GRASS SEEDING, DRY GROUND 1,023.00 S.Y.

908017 TEMPORARY GRASS SEEDING 1,408.00 S.Y.

908019 PERMANENT GRASS SEEDING, STREAMBANK 385.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 1,408.00 S.Y.

909005 STREAM DIVERSION 1.00 L.S.

CONTRACT T202506301 (PM) PAGE 15 OF 26

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (HARDSCRABBLE &

CONCORD), 2025

***REFERENCE ATTACHED PROJECT BRIDGE DESIGN PLANS FOR LOCATION SPECIFIC NOTES.***

1. RECOMMENDED M.O.T. TYPICAL APPLICATION, TA-20 (TRAVEL LANES-DETOUR).

CONTRACT T202506301 (PM) PAGE 16 OF 26

LOCATION 2 CONCORD RD, DE20 (S20) FROM US13, SUSSEX HWY (S3) TO SR9, COUNTY

SEAT HWY (S28)

LENGTH 10332.7200 m 33900.0000 L.F. AADT 6918

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

MATERIAL ESTIMATE FOR LOCATION 2

202000 EXCAVATION AND EMBANKMENT 45.00 C.Y.

211002 REMOVAL OF GUARDRAIL AND FENCE 932.00 L.F.

301001 GABC 80.00 C.Y.

301003 GABC 74.00 TON

401005 SUPERPAVE TYPE C, 9.5 mm, PG 64-22 (CARBONATE STONE) 41.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 92.00 TON

401046 SUPERPAVE TYPE C, 9.5 mm, PG 76-22 (NON-CARBONATE STONE) 17,170.00 TON

401600 HMA/WMA ENVIRONMENTAL PRODUCT DECLARATION (EPD) 1.00 L.S.

401690 ENTRANCE, DRIVEWAY, AND INTERSECTING STREET PAVING AND MILLING SURCHARGE 143.00 TON

403000 BITUMINOUS CONCRETE AND/OR COLD-LAID BITUMINOUS (TRM) CONCRETE 146.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 3,530.00 L.F.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 4.00 EACH

720011 GALVANIZED TRANSITION SECTION, THRIE BEAM 4.00 EACH

720021 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 632.00 L.F.

721001 GUARDRAIL END TREATMENT, TYPE 1-31, TEST LEVEL 3 6.00 EACH

760008 RUMBLE STRIPS, CENTER LINE, BITUMINOUS PAVEMENT 18,595.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 292,444.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 3,530.00 L.F.

802003 ARROW PANELS TYPE C 80.00 EA-DY

803001 PROVIDE AND MAINTAIN PORTABLE CHANGEABLE MESSAGE SIGN 98.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 80.00 EA-DY

CONTRACT T202506301 (PM) PAGE 17 OF 26

LENGTH 10332.7200 m 33900.0000 L.F. AADT 6918

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

811003 FLAGGER, SUSSEX COUNTY 1,600.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 240.00 HOUR

818001 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE IV, RETROREFLECTIVE

SHEETING

659.00 S.F.

818003 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE XI, RETROREFLECTIVE

SHEETING

205.00 S.F.

819001 PROVIDE GALVANIZED TELESCOPING SIGN POST 88.00 EACH

819002 INSTALL OR REMOVE GALVANIZED TELESCOPING SIGN POST 143.00 EACH

819003 INSTALL OR REMOVE TRAFFIC SIGNS 428.00 EACH

846001 PROVIDE AND INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN 1/4" FLEXIBLE TUBING IN

A LOOP SAWCUT

450.00 L.F.

860004 TEMPORARY MARKINGS, LATEX, 4" 233,864.00 L.F.

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 1,062.00 S.F.

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 116,392.00 L.F.

861003 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, BLACK 3" 252.00 L.F.

862002 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, 6" 18.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 813.00 S.F.

863002 PREFORMED RETROREFLECTIVE MARKINGS, ALKYD-THERMOPLASTIC, BIKE SYMBOL 56.00 EACH

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 531.00 EACH

868001 PAVEMENT MARKING, REMOVAL 6.00 S.F.

908001 TOPSOIL 1,028.00 TON

908004 TOPSOIL, 6" DEPTH 723.00 S.Y.

CONTRACT T202506301 (PM) PAGE 18 OF 26

LENGTH 10332.7200 m 33900.0000 L.F. AADT 6918

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

908014 PERMANENT GRASS SEEDING, DRY GROUND 10,967.00 S.Y.

908016 PERMANENT GRASS SEEDING, SUBDIVISION 723.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 723.00 S.Y.

908026 EROSION CONTROL MULCH 10,967.00 S.Y.

CONTRACT T202506301 (PM) PAGE 19 OF 26

1. RECOMMENDED M.O.T. TYPICAL APPLICATION, TA-10 (TRAVEL LANES).

TYPICAL APPLICATION, TA-17A OR 17B (STRIPING).

2. DAYTIME WORK HOURS: 8:00A - 4:00P, (MONDAY AM - FRIDAY PM).

3. EXISTING R.O.W FOR THIS LOCATION IS 60' AS PER ARCHIVE PLANS;

A. 64-01-024

B. 64-01-036

4. THE GABC ITEM 301003 AND QUANTITY IS FOR UNIMPROVED DRIVEWAYS. CRUSHED CONCRETE

AND MILLINGS SHALL NOT BE PERMITTED AS A SUBSTITUTE.

5. PLACE BITUMINOUS ASPHALT CONCRETE SAFETY EDGE AS PER THE STANDARD CONSTRUCTION DETAILS.

6. THE REMOVAL OF EXISTING RAISED PAVEMENT MARKERS SHALL BE INCIDENTAL TO THE MILLING

OPERATION.

7. ALL PAVEMENT VERTICAL DIFFERENCES MUST BE ADDRESSED AT THE END OF EACH DAY IN

ACCORDANCE WITH THE DELAWARE MANUAL ON TRAFFIC CONTROL DEVICES (DE-MUTCD-2011),

CHAPTER 6, PAGE 6G-14, SECTION 6G.20 - VERTICAL DIFFERENCES.

THIS LOCATION SHALL MEET THE TOLERANCES OF SUBSECTION 401580 - RIDE QUALITY OF

HOT-MIX PAVEMENT REQUIREMENTS, AS SPECIFIED IN THE SPECIAL PROVISIONS.

CONTRACT T202506301 (PM) PAGE 20 OF 26

LOCATION 3 HARDSCRABBLE RD, DE20 (S20) FROM SR9, COUNTY SEAT HWY (S28) TO

BRYANS STORE RD (S435)

LENGTH 7370.0640 m 24180.0000 L.F. AADT 6458

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

MATERIAL ESTIMATE FOR LOCATION 3

202000 EXCAVATION AND EMBANKMENT 45.00 C.Y.

211002 REMOVAL OF GUARDRAIL AND FENCE 1,204.00 L.F.

301001 GABC 202.00 C.Y.

301003 GABC 21.00 TON

401005 SUPERPAVE TYPE C, 9.5 mm, PG 64-22 (CARBONATE STONE) 104.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 92.00 TON

401046 SUPERPAVE TYPE C, 9.5 mm, PG 76-22 (NON-CARBONATE STONE) 13,069.00 TON

401600 HMA/WMA ENVIRONMENTAL PRODUCT DECLARATION (EPD) 1.00 L.S.

401690 ENTRANCE, DRIVEWAY, AND INTERSECTING STREET PAVING AND MILLING SURCHARGE 138.00 TON

403000 BITUMINOUS CONCRETE AND/OR COLD-LAID BITUMINOUS (TRM) CONCRETE 112.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 2,090.00 L.F.

720021 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 1,063.00 L.F.

721001 GUARDRAIL END TREATMENT, TYPE 1-31, TEST LEVEL 3 2.00 EACH

760008 RUMBLE STRIPS, CENTER LINE, BITUMINOUS PAVEMENT 20,880.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 223,253.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 2,090.00 L.F.

802003 ARROW PANELS TYPE C 60.00 EA-DY

803001 PROVIDE AND MAINTAIN PORTABLE CHANGEABLE MESSAGE SIGN 224.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 60.00 EA-DY

811003 FLAGGER, SUSSEX COUNTY 1,200.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 180.00 HOUR

CONTRACT T202506301 (PM) PAGE 21 OF 26

LENGTH 7370.0640 m 24180.0000 L.F. AADT 6458

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

818001 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE IV, RETROREFLECTIVE

SHEETING

405.00 S.F.

818003 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE XI, RETROREFLECTIVE

SHEETING

32.00 S.F.

819001 PROVIDE GALVANIZED TELESCOPING SIGN POST 23.00 EACH

819002 INSTALL OR REMOVE GALVANIZED TELESCOPING SIGN POST 51.00 EACH

819003 INSTALL OR REMOVE TRAFFIC SIGNS 222.00 EACH

819010 INSTALLATION OF 4" DIAMETER HOLE, LESS THAN OR EQUAL TO 6" DEPTH 1.00 EACH

846001 PROVIDE AND INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN 1/4" FLEXIBLE TUBING IN

A LOOP SAWCUT

1,560.00 L.F.

846002 PROVIDE AND INSTALL A 1-1/2 INCH GALVANIZED RIGID METAL CONDUIT DETECTOR SLEEVE WITH

LOOP WIRE

3.00 L.F.

860004 TEMPORARY MARKINGS, LATEX, 4" 160,296.00 L.F.

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 2,374.00 S.F.

860010 TEMPORARY MARKINGS, LATEX, BIKE SYMBOL 35.00 EACH

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 80,148.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 1,187.00 S.F.

863002 PREFORMED RETROREFLECTIVE MARKINGS, ALKYD-THERMOPLASTIC, BIKE SYMBOL 35.00 EACH

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 293.00 EACH

908001 TOPSOIL 748.00 TON

908004 TOPSOIL, 6" DEPTH 722.00 S.Y.

908014 PERMANENT GRASS SEEDING, DRY GROUND 7,973.00 S.Y.

CONTRACT T202506301 (PM) PAGE 22 OF 26

LENGTH 7370.0640 m 24180.0000 L.F. AADT 6458

GENERAL IMPROVEMENTS

2" MILL, PAVEMENT PATCHING, AND 2" TYPE C (NON-CARB) FULL WIDTH OVERLAY.

908016 PERMANENT GRASS SEEDING, SUBDIVISION 722.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 722.00 S.Y.

908026 EROSION CONTROL MULCH 7,973.00 S.Y.

CONTRACT T202506301 (PM) PAGE 23 OF 26

1. RECOMMENDED M.O.T. TYPICAL APPLICATION, TA-10 (TRAVEL LANES).

TYPICAL APPLICATION, TA-17A OR 17B (STRIPING).

2. DAYTIME WORK HOURS: 8:00A - 4:00P, (MONDAY AM - FRIDAY PM).

3. EXISTING R.O.W FOR THIS LOCATION IS 60' AS PER ARCHIVE PLANS;

A. 64-01-043

4. THE GABC ITEM 301003 AND QUANTITY IS FOR UNIMPROVED DRIVEWAYS. CRUSHED CONCRETE

AND MILLINGS SHALL NOT BE PERMITTED AS A SUBSTITUTE.

5. PLACE BITUMINOUS ASPHALT CONCRETE SAFETY EDGE AS PER THE STANDARD CONSTRUCTION DETAILS.

6. THE REMOVAL OF EXISTING RAISED PAVEMENT MARKERS SHALL BE INCIDENTAL TO THE MILLING

OPERATION.

7. ALL PAVEMENT VERTICAL DIFFERENCES MUST BE ADDRESSED AT THE END OF EACH DAY IN

ACCORDANCE WITH THE DELAWARE MANUAL ON TRAFFIC CONTROL DEVICES (DE-MUTCD-2011),

CHAPTER 6, PAGE 6G-14, SECTION 6G.20 - VERTICAL DIFFERENCES.

THIS LOCATION SHALL MEET THE TOLERANCES OF SUBSECTION 401580 - RIDE QUALITY OF

HOT-MIX PAVEMENT REQUIREMENTS, AS SPECIFIED IN THE SPECIAL PROVISIONS.

CONTRACT T202506301 (PM) PAGE 24 OF 26

CONTRACT QUANTITIES SUMMARY SHEET

202000 EXCAVATION AND EMBANKMENT 103.00 C.Y.

203000 CHANNEL EXCAVATION 51.00 C.Y.

208000 FLOWABLE FILL 5.00 C.Y.

209002 BORROW, TYPE B 160.00 C.Y.

211002 REMOVAL OF GUARDRAIL AND FENCE 2,136.00 L.F.

301001 GABC 282.00 C.Y.

301003 GABC 95.00 TON

302002 DELAWARE NO. 3 STONE 60.00 TON

401005 SUPERPAVE TYPE C, 9.5 mm, PG 64-22 (CARBONATE STONE) 145.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 184.00 TON

401046 SUPERPAVE TYPE C, 9.5 mm, PG 76-22 (NON-CARBONATE STONE) 30,427.00 TON

401600 HMA/WMA ENVIRONMENTAL PRODUCT DECLARATION (EPD) 1.00 L.S.

401690 ENTRANCE, DRIVEWAY, AND INTERSECTING STREET PAVING AND MILLING SURCHARGE 281.00 TON

403000 BITUMINOUS CONCRETE AND/OR COLD-LAID BITUMINOUS (TRM) CONCRETE 258.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 5,620.00 L.F.

504001 CRACK AND JOINT SEALING LESS THAN 3/4 INCH WIDE 418.00 L.F.

505000 PCC PATCHING, PARTIAL DEPTH 375.00 SY-IN

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 4.00 EACH

610511 SOIL AND PAVEMENT STRUCTURE STABILIZATION AND LIFTING 4,000.00 LB

621500 TEMPORARY TIMBER MAT 1.00 L.S.

628041 DEEP SPALL REPAIR 1.00 C.F.

628508 DEEP OVERHEAD CONCRETE SPALL REPAIR 7.00 S.F.

707016 RIPRAP, R-5 187.00 TON

707021 CHANNEL BED FILL 45.00 C.Y.

708003 GEOTEXTILES, RIPRAP 300.00 S.Y.

720011 GALVANIZED TRANSITION SECTION, THRIE BEAM 4.00 EACH

CONTRACT T202506301 (PM) PAGE 25 OF 26

720021 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 1,695.00 L.F.

721001 GUARDRAIL END TREATMENT, TYPE 1-31, TEST LEVEL 3 8.00 EACH

760008 RUMBLE STRIPS, CENTER LINE, BITUMINOUS PAVEMENT 39,475.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 517,699.00 SY-IN

760013 PAVEMENT MILLING, PCC PAVEMENT 750.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 5,707.00 L.F.

763000 INITIAL EXPENSE/DE-MOBILIZATION LUMP SUM

763501 CONSTRUCTION ENGINEERING 1.00 L.S.

763623 NETTING MIGRATORY BIRD EXCLUSION 1.00 L.S.

801500 MAINTENANCE OF TRAFFIC, REHABILITATION LUMP SUM

802003 ARROW PANELS TYPE C 140.00 EA-DY

803001 PROVIDE AND MAINTAIN PORTABLE CHANGEABLE MESSAGE SIGN 322.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 140.00 EA-DY

811003 FLAGGER, SUSSEX COUNTY 2,800.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 420.00 HOUR

818001 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE IV, RETROREFLECTIVE

SHEETING

1,064.00 S.F.

818003 SUPPLY OF ROADSIDE FLAT SHEET ALUMINUM SIGN PANEL, TYPE XI, RETROREFLECTIVE

SHEETING

237.00 S.F.

819001 PROVIDE GALVANIZED TELESCOPING SIGN POST 111.00 EACH

819002 INSTALL OR REMOVE GALVANIZED TELESCOPING SIGN POST 194.00 EACH

819003 INSTALL OR REMOVE TRAFFIC SIGNS 650.00 EACH

819010 INSTALLATION OF 4" DIAMETER HOLE, LESS THAN OR EQUAL TO 6" DEPTH 1.00 EACH

846001 PROVIDE AND INSTALL LOOP WIRE 1-CONDUCTOR #14 AWG ENCASED IN 1/4" FLEXIBLE TUBING IN

A LOOP SAWCUT

2,010.00 L.F.

846002 PROVIDE AND INSTALL A 1-1/2 INCH GALVANIZED RIGID METAL CONDUIT DETECTOR SLEEVE WITH

LOOP WIRE

3.00 L.F.

CONTRACT T202506301 (PM) PAGE 26 OF 26

860004 TEMPORARY MARKINGS, LATEX, 4" 395,416.00 L.F.

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 3,436.00 S.F.

860010 TEMPORARY MARKINGS, LATEX, BIKE SYMBOL 35.00 EACH

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 197,796.00 L.F.

861003 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, BLACK 3" 252.00 L.F.

862002 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, 6" 18.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 2,000.00 S.F.

863002 PREFORMED RETROREFLECTIVE MARKINGS, ALKYD-THERMOPLASTIC, BIKE SYMBOL 91.00 EACH

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 830.00 EACH

867002 SNOWPLOWABLE RAISED PAVEMENT MARKER, REMOVAL, HOUSING 6.00 EACH

868001 PAVEMENT MARKING, REMOVAL 6.00 S.F.

905001 SILT FENCE 455.00 L.F.

906002 DEWATERING BAG 1.00 EACH

906003 SUMP PIT 2.00 EACH

907017 COMPOST FILTER LOGS 20.00 L.F.

908001 TOPSOIL 1,781.00 TON

908004 TOPSOIL, 6" DEPTH 2,498.00 S.Y.

908014 PERMANENT GRASS SEEDING, DRY GROUND 19,963.00 S.Y.

908016 PERMANENT GRASS SEEDING, SUBDIVISION 1,445.00 S.Y.

908017 TEMPORARY GRASS SEEDING 1,408.00 S.Y.

908019 PERMANENT GRASS SEEDING, STREAMBANK 385.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 2,853.00 S.Y.

908026 EROSION CONTROL MULCH 18,940.00 S.Y.

909005 STREAM DIVERSION 1.00 L.S.