T202606301 Plans.pdf

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(PM) PAGE 1 OF 21

THE STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

OFFICE OF TRANSPORTATION SOLUTIONS

CONSTRUCTION PLANS AND SPECIFICATIONS FOR

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

CONTRACT NUMBER - T202606301 UNIFIER PROJECT ID – 2025-00167

FEDERAL AID NUMBER - NH-2026(01) 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

DIRECTOR OF TRANSPORTATION SOLUTIONS DATE

6/01/2026

06/03/2026

DEPARTMENT OF TRANSPORTATION

CONTRACT NUMBER- T202606301 (PM) PAGE 2 OF 21

US 13 NB & SB, LINE RD (DELMAR) TO RECORDS POND BRIDGE

LOCATION MAP

Location 1: US 13 NB & SB - from Line Road to Bridge 365S over Records Pond

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 3 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

REVISED 7/2025

THE FOLLOWING GENERAL PLAN NOTES ARE TO BE USED WHEN APPLICABLE. ALL NOTES MAY NOT APPLY TO THE REFERENCED

CONTRACT.

GENERAL

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

"STANDARD SPECIFICATIONS", JAUNARY 2026 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTION

DETAILS", 2026.

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.

IT IS ANTICIPATED THAT ALL WORK WILL OCCUR WITHIN DELDOT'S EXISTING RIGHT OF WAY OR EASMENT AREAS. SHOULD THE NEED

OCCUR TO TRESPASS ONTO PRIVATE PROPERTY; IT WILL BE THE RESPONSIBILITY OF THE PROJECT MANAGER TO SECURE SUCH

TRESPASS NEEDS.

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

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.

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 4 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

MAINTENANCE OF TRAFFIC

5. THE CONTRACTOR SHALL BE REQUIRED TO SHOW PROOF THAT SUFFICIENT APPROVED STRIPING MATERIALS ARE ON HAND

TO ENSURE STRIPING IS COMPLETED PRIOR TO FULL OPENING ROADWAY TO TRAFFIC.

6. WITHIN THE MAINLINE WORK AREA, PERMANENT ADVANCE WARNING SIGNS WITH THE LEGENDS "ROAD WORK AHEAD"

"ROAD WORK NEXT XX MILES" FOR MAINLINES SHALL BE INSTALLED IN ADVANCE OF THE WORK AREA IN BOTH DIRECTIONS. AN "END

ROAD WORK" SIGN SHALL BE LOCATED 500 FEET DOWNSTREAM FROM THE WORK AREA INCLUDING SIDE STREETS. ON INTERSECTING

ROADWAYS WITHIN THE PROJECT LIMITS, A "ROAD WORK AHEAD" SIGN SHALL BE PLACED AT A DISTANCE NOT LESS THAN 500 FEET

DOWNSTREAM OF THE WORK AREA. ALL PERMANENT ADVANCE WARNING SIGNS SHALL BE GROUND-MOUNTED ON TWO MASH

APPROVED BREAKAWAY POSTS AND SHALL BE MOUNTED IN COMPLIANCE WITH THE DE-MUTCD. PERMANENT ADVANCE WARNING

SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7 FEET, MEASURED FROM THE ROADWAY TO THE BOTTOM OF THE SIGN. THE USE OF

SKID-MOUNTED SIGN SUPPORTS IS NOT ALLOWED UNLESS THE CONTRACTOR CAN DEMONSTRATE THAT A UTILITY CONFLICT EXISTS, WHICH SHALL BE VERIFIED BY THE ENGINEER; OR CONCRETE MEDIANS PREVENT THE INSTALLATION OF THE PERMANENT SIGNS IN

THE APPROPRIATE LOCATION.

7. AT THE END OF EACH DAY'S OPERATION AND BEFORE TRAFFIC IS RETURNED TO UNRESTRICTED ROADWAY USE, TEMPORARY

STRIPING SHALL BE UTILIZED AT LOCATIONS THAT REQUIRE PERMANENT STRIPING. TEMPORARY PAVEMENT STRIPING MUST MATCH

PERMANENT PAVEMENT STRIPING IN ALL REGARDS. TEMPORARY PAVEMENT MARKINGS SHALL BE PAID AT THE APPLICABLE

CONTRACT UNIT PRICE. 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.

8. 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 TRAFFIC CONTROL DEVICES, PART 6, INCLUDING ALL REVISIONS UP TO THE DATE OF

ADVERTISEMENT FOR BIDS.

9. CURB RAMP AND/OR SIDEWALK CONSTRUCTION (NOT INCLUDING MEDIAN ISLANDS) SHALL BE COMPLETED DURING A

SINGLE OPERATION. THE RAMP/SIDEWALK SHALL BE REMOVED AND PLACED BACK THE SAME NIGHT/DAY AND OPEN TO PEDESTRIAN

TRAFFIC THE FOLLOWING DAY. THE USE OF A MONOLITHIC POUR SHALL BE PERMITTED WITH A BOND BREAKER TO BE PLACED AT

THE BACK OF THE CURB AND EDGE OF SIDEWALK. IF THE CURB RAMP/SIDEWALK CANNOT BE COMPLETED IN A SINGLE OPERATION

THE EXCAVATED AREA MUST BE TEMPORARILY BACKFILLED TO GRADE WITH COMPACTED MILLING MATERIAL ONLY. THIS TEMPORARY

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 5 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

MATERIAL WILL BE INCIDENTAL TO THE CURB RAMP ITEM. THE DRESSING UP OF THE AREA BEING PAID AS A CURB RAMP WITH

TOPSOIL AND SEED WILL BE PAID AT CONTRACT UNIT PRICES. 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. IF CURB RAMP CANNOT BE COMPLETED IN A SINGLE OPERATION AND 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 OR TO THE SATISFACTION OF THE ENGINEER. PEDESTRIAN DETOUR ROUTES OR

ALTERNATE PEDESTRIAN FACILITIES SHALL CONSIST OF ADA COMPLIANT FACILITIES TO THE LEVEL OF WHICH EXISTS ON THE

PEDESTRIAN ROUTE. THE COST FOR ANY PROVISIONS 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 ϭ99Ϭ ;ADAͿ 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 DEVICES TO THE ENGINEER FOR EACH LOCATION AT LEAST 2 WEEKS BEFORE CONSTRUCTION FOR REVIEW, COMMENT, AND APPROVAL BY THE DISTRICT TRAFFIC SAFETY OFFICER

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.

MAINTAIN ACCESS TO ALL BUSINESSES AND RESIDENCES AT ALL TIMES.

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.

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 6 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

WORK SHOULD BE PHASED 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.

SIGNS AND OTHER DEVICES MOUNTED LOWER THAN 7 FT ABOVE THE TEMPORARY PEDESTRIAN PATHWAY SHALL NOT PROJECT MORE

THAN 4 IN. INTO ACCESSIBLE PEDESTRIAN ROUTE.

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 ELEVATION CHANGES GREATER THAN ¼ IN. IN

GRADE OR TERRAIN THAT COULD CAUSE TRIPPING OR BE A BARRIER TO WHEELCHAIR USE.

10. AN AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED TRAFFIC CONTROL SUPERVISOR IF REQUIRED WILL

BE NOTED IN THE PLANS ON THE LOCATIONS COMMENT PAGE. 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 THE ATSSA SUPERVISOR WILL BE INCINDENTAL TO ITEM 801500 MAINTENANCE OF TRAFFIC ALL

INCLUSIVE.

11. MESSAGE BOARDS SHALL BE PLACED 10 DAYS IN ADVANCE OF THE WORK AND SHALL REMAIN IN PLACE FOR 5 DAYS AFTER

THE START OF WORK. LOCATIONS OF MESSAGE BOARDS AND MESSAGES DISPLAYED SHALL BE REVIEWED AND APPROVED BY THE

DISTRICT SAFETY OFFICER.

12. FOR ITEM 806500 TRAFFIC OFFICERS, REQUIRED INVOICES WILL BE REVIEWED FOR ACCURACY. ANY MAJOR INACCURACIES

WILL BE ADJUSTED ACCORDINGLY. FOR EXAMPLE, IF INVOICE SHOWS CHARGED HOURS ON A CERTAIN DATE AND WE HAVE

DOCUMENTATION THAT NO WORK OCCURED THAT DATE OR NO OFFICERS WERE PRESENT THE INVOICE WILL BE ADJUSTED

ACCORDINGLY. TRAFFIC OFFICERS ARE NOT REQUIRED FOR STANDARD LANE CLOSURES. ONLY NEEDED IN SIGNALIZED

INTERSECTIONS OR AS DIRECTED BY THE ENGINEER.

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 7 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

IF TRAFFIC OFFICERS ARE USED FOR NON-SIGNAL RELATED ACTIVITIES, THEY ARE TO ENFORCE ALL TRAFFIC VIOLATIONS. THE OFFICER

MUST SUBMIT STATS AT THE END OF EACH SHIFT, FAILURE TO DO SO MAY RESULT IN NO PAYMENT.

13. HOLIDAY AND SPECIAL EVENTS

TRAVEL LANE AND RAMP CLOSINGS ON MULTILANE HIGHWAYS AND INTERSTATES SHALL NOT BE PERMITTED DURING THE

FOLLOWING HOLIDAY/EVENT PERIODS:

• REFER TO SECTION 801 OF STANDARD SPECIFICATIONS

ADDITIONAL TIME RESTRICTIONS MAY APPLY AS NOTED IN THE PROJECT PLANS OR AS DIRECTED BY THE ENGINEER. ANY REQUESTS

TO WAIVE ANY RESTRICTIONS MUST BE MADE IN WRITING TO THE ENGINEER FOR REVIEW AND APPROVAL. A COPY OF THE REQUEST

SHALL BE PROVIDED TO THE DISTRICT SAFETY OFFICER FOR REVIEW.

PAVEMENT MARKINGS

14. THE CONTRACTOR WILL ONLY BE REQUIRED TO SUBMIT DETAILED DRAWINGS AND/OR VIDEO FOOTAGE OF THE EXISTING

PAVEMENT MARKINGS IF DIRECTED BY THE ENGINEER. SIGNING AND STRIPING PLANS IN MOST CASES WILL BE PROVIDED AT THE

TIME OF ADVERTISEMENT.

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 MUTCD.

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 8 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

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

MARKING QUANTITIES WILL BE INCLULDED ON THE SIGNING AND STRIPING PLANS AT ADVERTISEMENT.

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, OR AS DIRECTED BY THE ENGINEER. STOP BAR DETECTION LOOPS SHALL BE THE SAME SIZE AS CURRENTLY EXISTING, AND

SHOULD BE PLACED STARTING TWO FEET BEHIND THE STOP BAR, BUT PLACEMENT MAY BE ADJUSTED TO ADDRESS FIELD

REQUIREMENTS. IF SEPARATE SIGNAL PLANS HAVE BEEN DEVELOPED, THE PLANS SUPERSEDE THIS NOTE. PRIOR TO DISCONNECTING

ANY LOOPS; NON-INTRUSIVE DETECTION DEVICE(S) MUST BE INSTALLED AND WORK.

IF A LOCATION (INTERSECTION) WILL BE UTILIZING TEMPORARY DETECTION EQUIPMENT IT WILL BE NOTED ON THE LOCATION

COMMENTS PAGE. DELDOT TRAFFIC SECTION WILL PROVIDE AND INSTALL THE EQUIPMENT.

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 ITEM 401XXX. PREPARING UNPAVED DRIVEWAY ENTRANCES BEYOND THE FIRST 3' SHALL BE PAID

UNDER THE APPROPRIATE CONTRACT ITEMS: 202000 AND/OR 301XXX.

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

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 9 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

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.

24. MILLIING OF BITUMINOUS PAVEMENT IN PREPERATION FOR OVERLAY IS TO INCLUDE MILLING EXISTING CONCRETE PATCHES

AND/OR COMPOSITE PAVING AND SHALL BE CONSIDERED INCIDENTAL TO ITEM 760010. ALL MILLED MATERIAL SHALL REMAIN THE

PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE STATED.

25. EXCAVATION UP TO 2' IN FRONT OF CURB WILL BE INCIDENTAL TO ITEM 701XXX AND ITEMS 702000, 705008, 705009, AND

705010. HOT MIX PLACED IN FRONT OF CURB WILL BE PAID UNDER ITEM 401XXX. USE OF CONCRETE AS FILL IN FRONT OF CURB WILL

NOT BE ACCEPTED UNLESS DIRECTED BY THE ENGINEER. AT EACH LOCATION, BACKFILLING SHALL BE PERFORMED IMMEDIATELY

UPON REMOVAL OF FORMS FOR CURB OR SIDEWALK. TOPSOIL, SEEDING, SEALING OF VALLEY GUTTERS, REMOVING OF FORMS, AND

PARGING OF CATCH BASINS, SHALL BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS OF COMPLETION OF THE ITEM OF WORK.

ITEM 908XXX, TOPSOIL, SHALL BE USED AS BACKFILL MATERIAL BEHIND CURB AND AROUND SIDEWALK OR/AS DIRECTED BY THE

ENGINEER. TOPSOIL SHALL BE SCREENED/SIFTED SO AS NO MATERIAL GREATER THAN .5" IS PRESENT IN MATERIAL USED FOR

BACKFILL. EXCAVATED MATERIAL, NOT NEEDED ON THE PROJECT, SHALL BE REMOVED FROM THE CONTRACT AT THE CONTRACTORS

EXPENSE. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH TIME CHARGES CONTINUING

TO BE ASSESSED.

26. 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.

27. 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.

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 10 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

28. THE CONTRACTOR SHALL TAKE CARE IN REMOVING PAVEMENT AROUND UTILITIES, BUTT JOINTS, CURBS, 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.

29. 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.

30. DRAINAGE INLETS, WHICH ARE 4' GREATER IN DEPTH AND ARE SLATED FOR REPAIR WILL HAVE STEPS INSTALLED IN

ACCORDANCE WITH SECTION 602.3 OF THE STANDARD SPECIFICATIONS. PAYMENT SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR

ITEM 602XXX.

31. THE PORTLAND CEMENT CONCRETE USED FOR ITEM 602130 - ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET, ITEM

602132 - ADJUST AND REPAIR EXISTING MAN HOLES AND ITEM 710002 - ADJUST WATER VALVE BOX SHALL CONFORM TO THE

REQUIREMENTS OF CLASS A CONCRETE (6 HOUR ROADWAY MIX) AS STATED WITHIN SECTION 503.3.7 OF THE DEPARTMENT'S

STANDARD SPECIFICATIONS. ALSO, THE PERIMETER OF THE UTILITY ADJUSTMENT WILL BE SEALED AND WILL BE CONSIDERED

INCIDENTAL TO THE APPLICABLE ADJUSTMENT ITEM.

32. WHEN JACKHAMMERING OR THE USE OF A BREAKER IS NECESSARY ON CONTRACTS THAT OCCUR DURING THE NIGHTTIME

HOURS THE JACKHAMMERING AND BREAKING MUST CEASE AT 12:00AM REGARDLESS OF ANY NOISE WAIVER THAT MAY EXIST. IF A

NOISE WAIVER EXISTS IT WILL BE NOTED ON THE LOCATIONS COMMENT PAGE.

33. WHEN CONTRACT INCLUDES ITEMS 503001 AND 503002 PATCHES WILL BE PRESUMED TO BE STANDARD PATCH SIZES AND

LOCATIONS WILL BE DETERMINED AT THE CONSTRUCTION PRE-WALK. THE USE OF STEEL PLATES WILL BE PROHIBITED. ROADWAY

MUST BE RETURNED TO UNRESTRICTED USE AT THE END OF EACH WORK DAY. ALL PCC PAVEMENT WILL BE PRESUMED TO BE 9".

34. PCC PATCHING: WHEN THE PATCH SURFACE WILL BE PART OF THE FINAL SURFACE OF THE ROADWAY, THE PATCH SURFACE

SHALL BE FINISHED TO MATCH THE TEXTURE OF THE ADJACENT PAVEMENT. THE PATCH SURFACE CROSS SECTION SHALL MATCH THE

PRECEDING AND FOLLOWING PAVEMENT SURFACES. THE ENGINEER MAY TEST FOR EXCESSIVE DEVIATIONS WITH A 10 FOOT

STRAIGHTEDGE. WHEN TESTED WITH A STRAIGHTEDGE, EXCESSIVE DEVIATIONS ARE SURFACE DEVIATIONS GREATER THAN 1/4 INCH

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 11 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

FROM A REFERENCE LINE BETWEEN POINTS 10 FEET APART ALONG THE DIRECTION OF TRAFFIC. THE CONTRACTOR SHALL CORRECT

UNACCEPTABLE DEVIATIONS IN THE PATCH AREAS.

35. ITEM 763621 CONSTRUCTION ENGINEERING, REHABILITATION WILL COMPENSATE THE CONTRACTOR FOR THE FOLLOWING

SURVEY ACTIVITIES. ANY LAYOUT ASSOCIATED WITH ADA IMPROVEMENTS, PROVIDING GRADES FOR UTILITY ADJUSTMENTS IF

NECESSARY, THE LAYOUT OF LANE LINES FOR PAVING, GRADES FOR THE INSTALLATION OF DRAINAGE STRUCTURES OR OTHER ITEMS

OF WORK AS DETERMINED BY THE ENGINEER OR PROGRAM MANAGER. THIS ITEM WILL NOT COMPENSATE THE CONTRACTOR FOR

THE LAYOUT OF STRIPING AS THIS IS THE RESPONSIBILITY OF THE STRIPING SUBCONTRACTOR. THE HOURLY PAYMENT WILL BE BASED

UPON ACTUAL HOURS OF SURVEYING PERFORMED IN THE FIELD. IT WILL NOT INCLUDE TIME SPENT IN VEHICLE OR OFFICE. THE

SURVEY CREW WILL BE RESPONSIBLE UPON ARRIVAL AND DEPARTURE ON THE JOBSITE TO CONTACT A MEMBER OF THE INSPECTION

STAFF SO THAT HOURS CAN BE TRACKED FOR PAYMENT. THE CONSEQUENCE FOR NOT DOING THIS WILL BE NON-PAYMENT FOR THE

SURVEYING SERVICES.

36. UPON RECEIPT OF THE MONTHLY PAY ESTIMATE ANY ISSUES OR DESCREPENCIES SHOULD BE BROUGHT TO THE ATTENTION

OF THE ENGINEER/PROGRAM MANAGER IF POSSIBLE BEFORE THE ISSUANCE OF THE NEXT PAY ESTIMATE. TO ALLOW FOR INVOICES

FROM SUBCONTRACTORS ETC., A 60 DAY TIME PERIOD TO REPORT DESCREPENCIES WILL BE PERMITTED. ANY DESCREPENCIES

BEYOND THE 60 DAY TIME PERIOD WILL NOT BE ENTERTAINED.

37. BITUMINOUS CONCRETE PATCHING: PATCH DEPTH SHOULD BE PRESUMED TO BE 6" UNLESS ADJUSTED BY THE ENGINEER

OR AN INDIVIDUAL REPRESENTING THE DELAWARE DEPARTMENT OF TRANSPORTATION. ALL BITUMINOUS PATCHING WILL

PERFORMED UTILIZING A MILLING MACHINE AND PAVER UNLESS DIRECTED OTHERWISE.

38. CLEARING AND GRUBBING INCLUDES OBTAINING WIDTH AND HEIGHT REQUIREMENTS FOR PAR AND CLEARING OF SIGHT

DISTANCE IN FRONT OF SIGNS (INCLUDING EXISTING SIGNS).

39. 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

CONTRACT NUMBER- T202606301 SOUTH MAINTENANCE (PM) PAGE 12 OF 21

PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO LAUREL), 2026

GENERAL CONTRACT PLAN NOTES

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

40. WHEN CONTRACT HAS MULTIPLE LOCATIONS THE FOLLOWING PAYMENT GUIDELINES WILL APPLY FOR ITEMS 201000

CLEARING AND GRUBBING AND 763518 CONNECTED MACHINERY (UNLESS STATED OTHERWISE). THESE LUMP SUM ITEMS WILL BE

INCLUDED AS PART OF MATERIAL ESTIMATE 1 AND WILL APPLY TO ALL ORIGINAL LOCATIONS INCLUDED AS PART OF THIS CONTRACT.

LUMP SUM PAYMENTS AS PART OF MATERIAL ESTIMATE 1 WILL COMPENSATE THE CONTRACTOR ONE TIME FOR ALL WORK

ASSOCIATED WITH THESE ITEMS FOR ALL ORIGINAL CONTRACT LOCATIONS.

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT T202606301 (PM) PAGE 13 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

LENGTH

GENERAL IMPROVEMENTS

2" MILLING, P.C.C. AND BITUMINOUS CONCRETE PATCHING, 2" TYPE C (NON-CARBONATE)

76-22 OVERLAY; TURN LANE EXTENSION US 13 SOUTHBOUND TO SR 24; PAVEMENT

MARKINGS; GUARDRAIL

COMMENTS:

Please see attached sheets for comments

MATERIAL ESTIMATE FOR LOCATION 1

201000 CLEARING AND GRUBBING 1.00 L.S.

202000 EXCAVATION AND EMBANKMENT 317.00 C.Y.

209006 BORROW, TYPE F 16.00 C.Y.

211002 REMOVAL OF GUARDRAIL AND FENCE 1,166.00 L.F.

301003 GABC 170.00 TON

401014 SUPERPAVE TYPE B, PG 64-22 94.00 TON

401029 SUPERPAVE TYPE C, 9.5 mm, PG 64-22, PATCHING 37.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 271.00 TON

401047 SUPERPAVE TYPE C, 12.5 mm, PG 76-22 (NON-CARBONATE STONE) 43,310.00 TON

401586 VOID REDUCING ASPHALT MEMBRANE 115,000.00 L.F.

401690 ENTRANCE, DRIVEWAY, AND INTERSECTING STREET PAVING AND MILLING SURCHARGE 1,000.00 TON

403000 BITUMINOUS CONCRETE AND/OR COLD-LAID BITUMINOUS (TRM) CONCRETE 60.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 5,000.00 L.F.

503001 PATCHING PCC PAVEMENT, 6' TO 15', TYPE A 9,880.00 S.Y.

503002 PATCHING PCC PAVEMENT, 15' TO 100', TYPE B 950.00 S.Y.

503006 DOWEL BARS 17,008.00 EACH

503503 ** PATCHING CONCRETE 21,660.00 SY-IN

504001 CRACK AND JOINT SEALING LESS THAN 3/4 INCH WIDE 3,000.00 L.F.

602100 DRAINAGE INLET GRATE(S) 25.00 EACH

602101 DRAINAGE INLET FRAME(S) 25.00 EACH

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 13.00 EACH

602131 ADJUSTING AND REPAIRING EXISTING DOUBLE DRAINAGE INLET 6.00 EACH

CONTRACT T202606301 (PM) PAGE 14 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

LENGTH

GENERAL IMPROVEMENTS

2" MILLING, P.C.C. AND BITUMINOUS CONCRETE PATCHING, 2" TYPE C (NON-CARBONATE)

76-22 OVERLAY; TURN LANE EXTENSION US 13 SOUTHBOUND TO SR 24; PAVEMENT

MARKINGS; GUARDRAIL

COMMENTS:

Please see attached sheets for comments

MATERIAL ESTIMATE FOR LOCATION 1

701021 I.PCC CURB AND GUTTER, TYPE 3-4 13.00 L.F.

705001 PCC SIDEWALK, 4" 25.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 26.00 S.F.

705010 PEDESTRIAN CONNECTION, TYPE 5 358.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 97.00 S.F.

720021 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 168.00 L.F.

720028 CURVED GUARDRAIL SECTION 61.00 L.F.

720037 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31, STEEP SLOPE 965.00 L.F.

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

721006 END ANCHORAGE 31 3.00 EACH

760002 BIKE-FRIENDLY RUMBLE STRIPS, BITUMINOUS PAVEMENT 44,442.00 L.F.

760006 RUMBLE STRIPS, BITUMINOUS PAVEMENT 42,985.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 745,000.00 SY-IN

760503 PAVEMENT MILLING, PATCHING 4,500.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 600.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 40,100.00 L.F.

763518 CONNECTED MACHINERY 1.00 L.S.

763621 CONSTRUCTION ENGINEERING, REHABILITATION 40.00 HOUR

804001 PROVIDE AND MAINTAIN PORTABLE LIGHT ASSEMBLY (FLOOD LIGHTS) 856.00 EA-DY

806500 ** TRAFFIC OFFICERS 1,926.00 HOUR

811003 FLAGGER, SUSSEX COUNTY 6,848.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 856.00 HOUR

CONTRACT T202606301 (PM) PAGE 15 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

LENGTH

GENERAL IMPROVEMENTS

2" MILLING, P.C.C. AND BITUMINOUS CONCRETE PATCHING, 2" TYPE C (NON-CARBONATE)

76-22 OVERLAY; TURN LANE EXTENSION US 13 SOUTHBOUND TO SR 24; PAVEMENT

MARKINGS; GUARDRAIL

COMMENTS:

Please see attached sheets for comments

MATERIAL ESTIMATE FOR LOCATION 1

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

SHEETING

547.00 S.F.

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

SHEETING

1,372.00 S.F.

819001 PROVIDE GALVANIZED TELESCOPING SIGN POST 180.00 EACH

819002 INSTALL OR REMOVE GALVANIZED TELESCOPING SIGN POST 298.00 EACH

819003 INSTALL OR REMOVE TRAFFIC SIGNS 508.00 EACH

819010 INSTALLATION OF 4" DIAMETER HOLE, LESS THAN OR EQUAL TO 6" DEPTH 7.00 EACH

830010 REMOVAL OF EXISTING JUNCTION WELL 3.00 EACH

832035 REMOVAL OF CABLE FROM CONDUIT OR TRAFFIC/LIGHTING POLE 324.00 L.F.

834501 PARTIAL REMOVAL OF CONCRETE POLE BASES AND CABINET FOUNDATIONS 2.00 C.Y.

836006 REMOVE PEDESTAL POLE 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

312.00 L.F.

847002 INSTALL OR REMOVAL OF BASE OR PAD MOUNTED CABINET 1.00 EACH

860004 TEMPORARY MARKINGS, LATEX, 4" 537,462.00 L.F.

860005 TEMPORARY MARKINGS, LATEX, 10" 3,800.00 L.F.

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 11,318.00 S.F.

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 266,957.00 L.F.

861002 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 12" 1,774.00 L.F.

CONTRACT T202606301 (PM) PAGE 16 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

LENGTH

GENERAL IMPROVEMENTS

2" MILLING, P.C.C. AND BITUMINOUS CONCRETE PATCHING, 2" TYPE C (NON-CARBONATE)

76-22 OVERLAY; TURN LANE EXTENSION US 13 SOUTHBOUND TO SR 24; PAVEMENT

MARKINGS; GUARDRAIL

COMMENTS:

Please see attached sheets for comments

MATERIAL ESTIMATE FOR LOCATION 1

862004 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, 12" 1,900.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 5,659.00 S.F.

863002 PREFORMED RETROREFLECTIVE MARKINGS, ALKYD-THERMOPLASTIC, BIKE SYMBOL 73.00 EACH

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 906.00 EACH

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 28.00 EACH

908001 TOPSOIL 3,335.00 TON

908014 PERMANENT GRASS SEEDING, DRY GROUND 18,850.00 S.Y.

908026 EROSION CONTROL MULCH 18,850.00 S.Y.

** DENOTES FIXED PRICE ITEM

CONTRACT T202606301 (PM) PAGE 17 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

COMMENTS:

Recommended Traffic Control:

See Construction Plans - Sheet No. 5 General MOT Note 1

Restricted Work Hours:

See Construction Plans - Sheet No. 5 Allowable Lane Closure Chart

Curb Ramp/Triangular Channelizing Island Locations:

See Construction Plans

Intersection, Entrance and Driveway Locations - Cut Back Distances:

US 13 South Bound:

Salt Barn Rd - 61’ Truck Scale/Pull off - 244’ Dorothy Rd (SR 30) - 154’ W Snake Rd - 78’ Allens Mill - 70’ Title Max/ Starbucks - 54’ Line Rd (WB) - 175’ US 13 North Bound:

Cpl. K. Hecock Way (Wawa/McDonalds - 40’ Auto Zone – 7’ Iron Hill - 60’ Herz rentals - 35’ Cars Made EZ - 25’ E. Snake Rd - 64’ General Refrigeration - 97’ Whitesville Rd - 46’ Truck Scale/Pull off - 244’ Salt Barn Rd - 52’ Rt 13 @ Line Rd (middle) - 60’ Rt 13 @ Trussum Pond Rd - 60’ Laurel Farmers Market - 62’ RT 24 4th/Market St - 460’ Laurel Rd - 875’ Line Rd (EB) – 1,417’ Line Rd:

Old Stage Rd (SB) - 11’ Old Stage Rd (NB)30’ (feet) = length of tie-in to joint

CONTRACT T202606301 (PM) PAGE 18 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

LOCATION 1 1(US 13 NORTHBOUND AND SOUTHBOUND) FROM LINE RD TO SR 24, LAUREL

RD

Utility Adjustments:

Sanitary Manholes (2)

Other (1)

Notes:

A TACK COAT IS REQUIRED REGARDLESS OF THE TIME LAPSE BETWEEN COMPLETION OF MILLING AND

PAVING AND THE OPTION TO USE TRACKLESS TACK COAT IS ALLOWED PER SPECIFICATIONS.

FINAL PAVEMENT SHALL MEET THE SURFACE REQUIREMENTS, AS SPECIFIED IN ITEM 401580 - RIDE

QUALITY OF BITUMINOUS CONCRETE PAVEMENT

CONTRACT T202606301 (PM) PAGE 19 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

CONTRACT QUANTITIES SUMMARY SHEET

201000 CLEARING AND GRUBBING 1.00 L.S.

202000 EXCAVATION AND EMBANKMENT 317.00 C.Y.

209006 BORROW, TYPE F 16.00 C.Y.

211002 REMOVAL OF GUARDRAIL AND FENCE 1,166.00 L.F.

301003 GABC 170.00 TON

401014 SUPERPAVE TYPE B, PG 64-22 94.00 TON

401029 SUPERPAVE TYPE C, 9.5 mm, PG 64-22, PATCHING 37.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 271.00 TON

401047 SUPERPAVE TYPE C, 12.5 mm, PG 76-22 (NON-CARBONATE STONE) 43,310.00 TON

401586 VOID REDUCING ASPHALT MEMBRANE 115,000.00 L.F.

401690 ENTRANCE, DRIVEWAY, AND INTERSECTING STREET PAVING AND MILLING SURCHARGE 1,000.00 TON

403000 BITUMINOUS CONCRETE AND/OR COLD-LAID BITUMINOUS (TRM) CONCRETE 60.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 5,000.00 L.F.

503001 PATCHING PCC PAVEMENT, 6' TO 15', TYPE A 9,880.00 S.Y.

503002 PATCHING PCC PAVEMENT, 15' TO 100', TYPE B 950.00 S.Y.

503006 DOWEL BARS 17,008.00 EACH

503503 ** PATCHING CONCRETE 21,660.00 SY-IN

504001 CRACK AND JOINT SEALING LESS THAN 3/4 INCH WIDE 3,000.00 L.F.

602100 DRAINAGE INLET GRATE(S) 25.00 EACH

602101 DRAINAGE INLET FRAME(S) 25.00 EACH

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 13.00 EACH

602131 ADJUSTING AND REPAIRING EXISTING DOUBLE DRAINAGE INLET 6.00 EACH

701021 I.PCC CURB AND GUTTER, TYPE 3-4 13.00 L.F.

705001 PCC SIDEWALK, 4" 25.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 26.00 S.F.

705010 PEDESTRIAN CONNECTION, TYPE 5 358.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 97.00 S.F.

CONTRACT T202606301 (PM) PAGE 20 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

CONTRACT QUANTITIES SUMMARY SHEET

720021 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31 168.00 L.F.

720028 CURVED GUARDRAIL SECTION 61.00 L.F.

720037 GALVANIZED STEEL BEAM GUARDRAIL, TYPE 1-31, STEEP SLOPE 965.00 L.F.

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

721006 END ANCHORAGE 31 3.00 EACH

760002 BIKE-FRIENDLY RUMBLE STRIPS, BITUMINOUS PAVEMENT 44,442.00 L.F.

760006 RUMBLE STRIPS, BITUMINOUS PAVEMENT 42,985.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 745,000.00 SY-IN

760503 PAVEMENT MILLING, PATCHING 4,500.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 600.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 40,100.00 L.F.

763000 INITIAL EXPENSE/DE-MOBILIZATION LUMP SUM

763518 CONNECTED MACHINERY 1.00 L.S.

763621 CONSTRUCTION ENGINEERING, REHABILITATION 40.00 HOUR

801500 MAINTENANCE OF TRAFFIC, REHABILITATION LUMP SUM

804001 PROVIDE AND MAINTAIN PORTABLE LIGHT ASSEMBLY (FLOOD LIGHTS) 856.00 EA-DY

806500 ** TRAFFIC OFFICERS 1,926.00 HOUR

811003 FLAGGER, SUSSEX COUNTY 6,848.00 HOUR

811015 FLAGGER, SUSSEX COUNTY, OVERTIME 856.00 HOUR

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

SHEETING

547.00 S.F.

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

SHEETING

1,372.00 S.F.

819001 PROVIDE GALVANIZED TELESCOPING SIGN POST 180.00 EACH

819002 INSTALL OR REMOVE GALVANIZED TELESCOPING SIGN POST 298.00 EACH

819003 INSTALL OR REMOVE TRAFFIC SIGNS 508.00 EACH

819010 INSTALLATION OF 4" DIAMETER HOLE, LESS THAN OR EQUAL TO 6" DEPTH 7.00 EACH

CONTRACT T202606301 (PM) PAGE 21 OF 21

SOUTH MAINTENANCE PAVEMENT & REHABILITATION, SUSSEX I, (US 13 NB & SB, DELMAR TO

LAUREL), 2026

CONTRACT QUANTITIES SUMMARY SHEET

830010 REMOVAL OF EXISTING JUNCTION WELL 3.00 EACH

832035 REMOVAL OF CABLE FROM CONDUIT OR TRAFFIC/LIGHTING POLE 324.00 L.F.

834501 PARTIAL REMOVAL OF CONCRETE POLE BASES AND CABINET FOUNDATIONS 2.00 C.Y.

836006 REMOVE PEDESTAL POLE 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

312.00 L.F.

847002 INSTALL OR REMOVAL OF BASE OR PAD MOUNTED CABINET 1.00 EACH

860004 TEMPORARY MARKINGS, LATEX, 4" 537,462.00 L.F.

860005 TEMPORARY MARKINGS, LATEX, 10" 3,800.00 L.F.

860007 TEMPORARY PAVEMENT STRIPING, LATEX, SYMBOL/LEGEND 11,318.00 S.F.

861001 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 6" 266,957.00 L.F.

861002 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, 12" 1,774.00 L.F.

862004 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, 12" 1,900.00 L.F.

862006 PERMANENT PAVEMENT STRIPING, ALKYD-THERMOPLASTIC, SYMBOL/LEGEND 5,659.00 S.F.

863002 PREFORMED RETROREFLECTIVE MARKINGS, ALKYD-THERMOPLASTIC, BIKE SYMBOL 73.00 EACH

867001 SNOWPLOWABLE RAISED PAVEMENT MARKER 906.00 EACH

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 28.00 EACH

908001 TOPSOIL 3,335.00 TON

908014 PERMANENT GRASS SEEDING, DRY GROUND 18,850.00 S.Y.

908026 EROSION CONTROL MULCH 18,850.00 S.Y.

** DENOTES FIXED PRICE ITEM