T202504901-02 Plans.pdf

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THE STATE OF DELAWARE

DEPARTMENT OF TRANSPORTATION

MAINTENANCE AND OPERATIONS

CONSTRUCTION PLANS AND SPECIFICATIONS FOR

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

CONTRACT NUMBER - T202504901.02 UNIFIER PROJECT ID – 2025-00038

FEDERAL AID NUMBER - NONE COUNTY: NEW CASTLE

PLANS PREPARED BY:______________________________________________

DESIGNER

DELDOT – PUBLIC WORKS ENGINEER/PM II DATE

MAINTENANCE AND OPERATIONS - (CAD)

THIS SEAL APPLIES TO ALL SHEETS

BEARING THE “CAD” SECTION

DESIGNATION

APPROVED FOR ADVERTISEMENT

DIRECTOR OF MAINTENANCE AND OPERATIONS DATE

11/13/24

11/14/2024

Nathan Draper PE Stamp

DEPARTMENT OF

TRANSPORTATION CONTRACT NUMBER- T202504901.02 (CAD) PAGE 2 OF 60

Contract is for various locations througout New Castle County.

LOCATION MAP

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DEPARTMENT OF TRANSPORTATION

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

SECTION 100

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

OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

DATED JANUARY 2024 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION STANDARD

CONSTRUCTION DETAILS DATED 2024, 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 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 WRITTEN NOTICE TO RESIDENTS AND BUSINESSES AT

LEAST 48 HOURS, BUT NO MORE THAN 96 HOURS, PRIOR TO ALL PHASES OF CONTRACT WORK

INCLUDING BUT NOT LIMITED TO: SAWCUTTING FOR P.C.C. OPERATIONS, P.C.C. REMOVAL AND

REPLACEMENT, PAVEMENT MILLING, AND PAVING. THIS NOTICE SHALL BE GIVEN TO ALL

RESIDENTS AND BUSINESSES WHOSE PROPERTY IS ADJACENT TO THE STREET ON WHICH WORK

IS TO BE PERFORMED. FAIILURE TO GIVE PROPER NOTICE WILL RESULT IN A SUSPENSION OF

WORK REQUIRING NOTICE, UNTIL PROPER NOTICE IS PROVIDED. UPON COMPLETION OF

DISTRIBUTING WRITTEN NOTICES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

ENGINEER.

4. LOCATION LISTINGS INDICATE GENERAL LIMITS OF CONSTRUCTION, MAJOR TYPES OF

IMPROVEMENTS, AND ESTIMATED QUANTITIES. DURING THE BIDDING PERIOD, ANY QUESTIONS

PERTAINING TO LOCATIONS SHALL BE DIRECTED TO THE CONTRACT ADMINISTRATOR. AFTER

THE AWARD, SUCH QUESTIONS SHALL BE REFERRED TO THE APPROPRIATE DISTRICT ENGINEER

OR HIS REPRESENTATIVE.

5. THIS CONTRACT WILL HAVE CLEAR “START BY” DATE AND TIME ALLOCATED FOR

COMPLETION. FAILURE TO COMPLETE THE CONTRACT IN THE SPECIFIED TIME SHALL

CONSTITUTE “FAILURE TO PURSUE THE WORK” AND SUBJECTS THE CONTRACTOR TO

LIQUIDATED DAMAGES AS OUTLINED IN SUBSECTION 108.8 OF THE STANDARD SPECIFICATIONS.

6. THE CONTRACTOR SHALL SUBMIT THE REQUIRED COPIES OF A DETAILED PROGRESS

SCHEDULE (PSC) AS OUTLINED IN STANDARD SPECIFICATION 108.4 PRIOR TO 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 CONTRACTOR SHALL SUBMIT TWO-WEEK (OR

(CAD) PAGE 10 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

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.

ADDITIONAL WORK:

7. THE DEPARTMENT RESERVES THE RIGHT TO INCREASE OR DECREASE THE QUANTITIES OF

THE ITEMS SPECIFIED IN THIS CONTRACT. SUCH ADDITIONS SHALL NOT BE CAUSE FOR AN

INCREASE OR DECREASE IN ANY CONTRACT UNIT BID PRICES AND/OR LUMP SUM ITEMS IF THE

INCREASE IN QUANTITES DOES NOT REQUIRE REMOBILZATON.

8. THE DEPARTMENT RESERVES THE RIGHT TO ADD LOCATONS TO THIS CONTRACT. SPECIFIC

WORK WILL BE ASSIGNED BY THE DEPARTMENT VIA WORK ORDERS AND THE DEPARTMENT

WILL MAKE EVERY ATTEMPT TO MINIMIZE THE DISTANCE BETWEEN SUCCESSIVE LOCATIONS.

THE CONTRACTOR MAY SUBMIT A REQUEST FOR ADDITIONAL MOT AND MOBILIZATION IN

CONJUNCTION WITH ADDED LOCATIONS. THIS REQUEST WILL BE CONSIDERED ON THE BASIS OF

EACH ADDITIONAL LOCATION. THE REQUEST FOR INITIAL EXPENSE/MOBILIZATION SHALL NOT

EXCEED THE AMOUNT OF THE BID PRICE FOR 763000, DIVIDED BY THE NUMBER OF ORIGINAL

CONTRACT LOCATIONS. THE REQUEST FOR MOT SHALL NOT EXCEED THE AMOUNT OF THE BID

PRICE FOR 801500, DIVIDED BY THE NUMBER OF ORIGINAL CONTRACT LOCATIONS. FOR OPEN

END CONTRACTS WITHOUT ORIGINAL LOCATIONS, BID ITEMS 763544-763552 SHALL BE FULL

COMPENSATION FOR MOBILIZATION AND MOT.

EACH WORK ORDER ISSUED WILL HAVE CLEAR “START BY” DATE AND TIME ALLOCATED TO

COMPLETE SAID WORK ORDER. ONCE TIME (CALENDAR DAYS) HAS BEEN ASSIGNED TO A WORK

ORDER AND ISSUED, THE CONTRACTOR HAS 2 BUSINESS DAYS, NOT INCLUDING THE DAY OF

ISSUANCE, TO DISPUTE THE TIME QUANTITY AND PROVIDE ADDITIONAL BACKUP

DOCUMENTATION FOR WHY THE TIME QUANTITY IS NOT SUFFICIENT. A DETAILED BREAKDOWN

OF LABOR/MATERIALS/EQUIPMENT ALONG WITH THE CONTRACTORS TIME ESTIMATE WILL BE

REQUIRED; THIS INFORMATION MUST BE RECEIVED BY THE DEPARTMENT BY THE END OF THE

2ND BUSINESS DAY OR THE DEPARMENT WILL CONSIDER THE CONTRACTOR IN AGREEMENT WITH

THE TIME ESTIMATE. THE ENGINEER WILL EVALUATE ANY REQUEST FOR MODIFICATION TO THE TIME ESTIMATE AND AT THEIR SOLE DISCRETION DETERMINE IF ADDITIONAL TIME IS GRANTED.

DISPUTING TIME QUANTITY DOES NOT CONSTITUTE A DELAY IN COMMENCEMENT OF A WORK

ORDER. ISSUANCE OF EACH WORK ORDER CONSTITUTES THE NOTICE TO PROCEED WITH THE

WORK DESCRIBED. FAILURE TO COMPLETE A WORK ORDER IN THE SPECIFIED TIME SHALL

CONSTITUTE “FAILURE TO PURSUE THE WORK” AND SUBJECTS THE CONTRACTOR TO

LIQUIDATED DAMAGES AS OUTLINED IN SUBSECTION 108. 9 OF THE STANDARD SPECIFICATIONS

BASED ON THE TOTAL VALUE OF THAT PARTICULAR WORK ORDER.

(CAD) PAGE 11 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

UPON ISSUANCE OF EACH WORK ORDER, THE CONTRACTOR SHALL SUBMIT THE REQUIRED

COPIES OF A DETAILED PROGRESS SCHEDULE AS OUTLINED IN STANDARD SPECIFICATION 108.4

WITHIN 5 CALENDAR DAYS OF THE ISSUANCE OF WORK ORDER. DURING THE CONTRACT, THE

CONTRACTOR SHALL SUBMIT TWO‐WEEK (OR AS REQUIRED) “LOOK AHEAD” SCHEDULES TO THE

AREA ENGINEER NO LATER THAN NOON OF EACH THURSDAY. DETAILS SHALL INCLUDE A

DESCRIPTION OF EACH WORK ACTIVITY, THE PLANNED DAYS OF WORK, MULTIPLE CREWS OR

SHIFTS, AND SCHEDULED WORKING HOURS. FAILURE TO COMPLY WILL RESULT IN A

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

PROGRESS SCHEDULE MUST ALSO BE UPDATED AND SUBMITTED TO THE DEPARTMENT AS

CHANGES OR DELAYS OCCUR IN THE CONTRACT.

SECTION 400

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

10. 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 AN OVERLAY SHALL BE

INCIDENTAL TO SECTION 401XXX. PREPARING UNPAVED DRIVEWAY ENTRANCES BEYOND THE

FIRST 3' SHALL BE PAID UNDER THE APPROPRIATE CONTRACT ITEMS: 202000 AND/OR 30100X.

11. ALL PAVING, INCLUDING TURN LANES AND INTERSECTIONS, IS TO BE COMPLETED CURB TO

CURB WITHIN SEVEN (7) CALENDAR DAYS FROM THE TIME THE AREA WAS MILLED. THIS

RESTRICTION APPLIES TO EACH DAYS PAVEMENT MILLING OPERATION, NOT AN ENTIRE PROJECT

LOCATION. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT

WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

12. IN ADDITION TO ITEM 401506 SPEED HUMP BEING UTILIZED FOR NEW SPEED HUMPS, IT SHALL

ALSO INCLUDE REMOVE AND REPLACE SPEED HUMPS. UNLESS NOTED OTHERWISE, SPEED

HUMPS SHALL BE MEASURED AND REPLACED AT THE SAME HEIGHT PRIOR TO CONSTRUCITON

BUT SHALL NOT EXCEED 4”. ALL SIGNING AND STRIPING SHALL CONFORM TO THE LATEST

EDITION OF THE DE MUTCD.

AT REMOVE AND REPLACE LOCATIONS, 401506 SHALL BE PAID AND THE REMOVAL SHALL BE

INCIDENTAL TO THIS ITEM. SPEED HUMPS REMOVED AS PART OF THE MILLING/PAVING

OPERATION, SCHEDULED TO BE PUT BACK, SHALL BE REPLACED WITHIN SEVEN (7) DAYS OF

COMPLETION OF PAVING. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER

CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED. PAYMENT FOR THIS ITEM

(CAD) PAGE 12 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

SHALL INCLUDE PERMANENT STRIPING AND DELINEATOR POSTS. IF PERMANENT STRIPING

CANNOT BE PLACED THE SAME DAY AS THE SPEED HUMP PLACEMENT, TEMPORARY STRIPING

SHALL BE APPLIED THE SAME DAY.

13. PAVING WILL INCLUDE INTERSECTING STREETS FROM P.C. TO P.C.: MILLING AND PAVING OF

INTERSECTING STREETS WILL NOT BE CONSIDERED FOR ENTRANCE, DRIVEWAY AND

INTERSECTING STREET PAVEMENT SURCHARGE, NOR WILL DRIVEWAYS AND ENTRANCES.

14. FOR BITUMINOUS CONCRETE PATCH:• FOR DRIVEWAY APRONS (BEHIND CURB) PLACE 2 LIFTS OF 2” BITUMINOUS CONCRETE TYPE C.• FOR FINISHED PATCHES IN FRONT OF CURB, PLACE 2 LIFTS OF 2” BITUMINOUS CONCRETE TYPE C.• FOR TEMPORARY PATCHES IN FRONT OF CURB, PLACE 2 LIFTS OF 2” OF BITUMINOUS CONCRETE TYPE C OR AS DIRECTED BY THE AREA ENGINEER.• THE ENGINEER MAY CHANGE TYPE OF BITUMINOUS CONCRETE AND DEPTHS AT THEIR

DISCRETION.

SECTION 500

15. ITEM 501001 PCC PAVEMENT, 8” IS DESIGNATED FOR NOW-DEFUNCT ITEM 701004 PCC VALLEY

GUTTER-8”. WHEN REPLACING VALLEY GUTTERS, PLEASE REFER TO CONTRACT PLAN DETAILS.

DOWEL BARS, WIRE MESH REINFORCEMENT, BITUMINUOUS SEAL, AND EXPANSION, PCC

SAWCUTS, AND GABC UNDER THE PCC ARE INCIDENTAL TO VALLEY GUTTER ITEM (501001).

SECTION 600

16. DRAINAGE INLET GRATES ADJACENT TO THE ROAD, WITHIN THE PROJECT LIMITS, WHICH

ARE NOT TYPE 1 SHALL BE REPLACED WITHIN 7 DAYS OF PAVING. THE NEED FOR ANY GRATE

MODIFICATIONS OR FOR NEW FRAMES SHALL BE DETERMINED BY THE ENGINEER. ALL

REPLACED GRATES/ FRAMES SHALL BE DELIVERED TO THE CANAL DISTRICT MAINTENANCE

YARD, OR AS DIRECTED WITH THE COST OF DELIVERY INCIDENTAL TO 602100/602101, REPLACING

DRAINAGE INLETS GRATES/FRAMES. FINAL PAYMENT FOR REPLACED GRATES/ FRAMES SHALL

NOT BE MADE UNTIL RECEIPT OF DELIVERED MATERIALS IS PRODUCED, SIGNED BY A DELDOT

MAINTENANCE YARD SUPERVISOR.

17. CATCH BASINS WITH A MANHOLE SHALL BE CONVERTED TO A STANDARD CATCH BASIN AT

THE DISCRETION OF THE ENGINEER. A 6” COVERSLAB WITH REBAR 6-8” ON CENTER AND

(CAD) PAGE 13 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

MINIMUM OF 6” OF TOPSOIL ON TOP SHALL REPLACE MANHOLE. PAYMENT FOR ADDITIONAL

WORK SHALL BE PAID AN ADDITIONAL QUANTITY OF 0.5 THE BID AMOUNT FOR ITEM 602130 OR 602131.

18. WHEN ENCOUNTERING DELDOT STORMWATER MANHOLES WITHIN LIMITS OF PAVING,

THOSE MANHOLES WILL BE ADJUSTED AND UPDATED AT THE DISCRETION OF THE ENGINEER.

ITEMS 602102/602103 SHALL BE FULL COMPENSATION (FURNISH AND INSTALLING) THE NEW LIDS

AND FRAMES.

19. WHEN ENCOUNTERING NEW CASTLE COUNTY SANITARY MANHOLES WITHIN THE LIMITS OF

PAVING, THOSE MANHOLES WILL BE ADJUSTED AND UPDATED AT THE DISCRETION OF THE

ENGINEER. THE LIDS AND FRAMES ARE PROVIDED BY NEW CASTLE COUNTY AT NO COST TO THE CONTRACTOR. OBTAINING, STORING, DELIVERING, AND PLACING THESE NEW LIDS AND FRAMES

SHALL BE INCIDENTAL TO THE ADJUSTMENT ITEM 602132.

ANY ADJUSTMENTS TO THE AFOREMENTIONED MUNICIPALLY OWNED FACILITIES SHALL BE

DONE IN ACCORDANCE WITH THE RESPECTIVE AGENCIES STANDARD SPECIFICATIONS, AS

CONSTRUCTION WARRANTS.

• THE COUNTY REQUIRES A FULL BEARING OF BRICK BENEATH ALL ADJUSTED SANITARY

MANHOLE CASTINGS.• THE COUNTY ACCEPTS THE USE OF 1-1/2” TO 3” PRECAST P.C.C. RINGS FOR THEIR MANHOLE

ADJUSTMENTS, UPON APPROVAL OF THE CONTRACTOR’S SOURCE OF MATERIALS

SUBMISSION.

SECTION 700

20. BUTT JOINTS SHALL BE CONSTRUCTED AT ALL INTERSECTING BITUMINOUS CONCRETE

ROADS AND ANY OTHER LOCATIONS AS DIRECTED BY THE ENGINEER. BUTT JOINTS AT

RAILROAD CROSSINGS AND AT BRIDGE OR DRAINAGE STRUCTURES NOT TO BE RESURFACED

SHALL BE AS PER THE INCLUDED PLAN DETAIL. BUTT JOINTS CUT PRIOR TO THE DAY OF

PAVEMENT OVERLAY SHALL BE RAMPED WITH BITUMINOUS CONCRETE TRM, IN MILLING AREAS,

INCIDENTAL TO THE ITEM 762004 BUTT JOINT. ONLY BITUMINOUS CONCRETE WILL BE ALLOWED FOR THIS PURPOSE. BUTT JOINTS IN FULL MILL AREAS SHALL BE INCIDENTAL TO THE PAVEMENT MILLING ITEM (760010). SAWCUTS FOR BUTT JOINTS SHALL BE INCIDENTAL TO THE BUTT JOINT ITEM. ALL BITUMINOUS CONCRETE TRM SHALL BE REMOVED PRIOR TO THE PAVING OPERATION.

21. THE USE OF MILLINGS AND 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

(CAD) PAGE 14 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

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

CONCRETE, OR BITUMINOUS CONCRETE WEDGE SHALL BE INCIDENTAL TO 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 MILLING AND GABC WILL BE ROLLED AND COMPACTED TO HELP PREVENT THE

MATERIAL FROM UNRAVELING.

A. DRIVEWAYS

B. ENTRANCES

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

D. EDGE DROP-OFFS ADJACENT TO LIVE ROADWAY (LANE, SHOULDER, OR TURN LANE)

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 TRAVEL WAY, DRIVEWAY OR

ENTRANCE ACCESS SHALL BE INCIDENTAL TO ITEM NO. 801XXX - 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.

22. AFTER PAVEMENT MILLING, ALL TRANSVERSED VERTICAL DIFFERENCES, RAISED EDGES OF

MANHOLES, DRAINAGE INLETS, WATER VALVE BOXES, ETC. SHALL BE RAMPED WITH

BITUMINOUS CONCRETE TRM AT A 20:1 OR FLATTER SLOPE PRIOR TO OPENING THE ROADWAY

TO TRAFFIC AND SHALL BE INCIDENTAL TO PAVEMENT MILLING. PAVEMENT MILLINGS OR COLD

PATCH MATERIAL WILL NOT BE ALLOWED FOR THIS PURPOSE.

ALL ADJUSTMENTS SHALL BE MADE NOT MORE THAN SEVEN (7) CALENDAR DAYS PRIOR TO THE

PLACEMENT OF THE FINAL COURSE OF BITUMINOUS CONCRETE, UNLESS DIRECTED BY THE

(CAD) PAGE 15 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

ENGINEER. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT

WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

ALL BITUMINOUS CONCRETE TRM SHALL BE REMOVED PRIOR TO THE PAVING OPERATIONS. IF

THE CONTRACTOR ELECTS TO ADJUST MANHOLES, DRAINAGE INLETS AND WATER VALVES

AFTER THE FINAL COURSE OF PAVING, THIS WORK MUST BE COMPLETED WITHIN SEVEN (7)

CALENDAR DAYS OF THE FINAL COURSE OF BITUMINOUS CONCRETE. FAILURE TO COMPLY WILL

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

TO BE ASSESSED.

23. 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.

24. TAPER MILLING IS INTENDED FOR MILLING IN THE AREA OF FIXED STRUCTURES (I.E. CURBS, MANHOLES, ETC.) THE MILLED DEPTH AT THE STRUCTURE SHALL BE THE DEPTH OF THE

PROPOSED OVERLAY AND 0” AT A DISTANCE OF +/- 6 ½ FEET FROM THE STRUCTURE. THE

COMPUTED DEPTH FOR PAYMENT PURPOSES IS THE AVERAGE OF THE TWO DEPTHS.

25. ON THIS CONTRACT FULL MILL AREAS WILL UTILIZE ITEM 760010 PAVEMENT MILLING,

BITUMINUOUS CONCRETE PAVEMENT (SY-IN). UNLESS OTHERWISE NOTED, ALL MILLING

LOCATIONS ARE EXPECTED TO BE MILLED AT A 2” DEPTH. FOR AVERAGE MILLING DEPTHS OF

0.5”TO AN AVERAGE MILLING DEPTH OF 2.25”, THE FULL MILL AREAS WILL BE PAID AT AN

AVERAGE 2”.

26. MILLING OF BITUMINOUS PAVEMENT IN PREPARTION FOR OVERLAY IS TO INCLUDE MILLING

EXISTING CONCRETE PATCHES AND/OR COMPOSITE PAVING AND SHOULD BE CONSIDERED

INCIDENTAL TO ITEM 760010, PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT.

27. ALL MILLED MATERIAL SHALL REMAIN THE PROPERTY OF THE CONTRACTOR UNLESS

OTHERWISE STATED.

28. AT LOCATIONS THAT HAVE PCC REPLACEMENT, PAVING MUST BE COMPLETED WITHIN 90

(CAD) PAGE 16 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

CALENDAR DAYS FROM THE START OF THE PCC REPLACEMENT. BETWEEN OCTOBER 15TH AND

NOVEMBER 30TH, PAVING MUST BE COMPLETED WITHIN 30 CALENDAR DAYS FROM THE START OF

THE PCC REPLACEMENT. FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER

CONTRACT WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

29. UPRIGHT PCC CURB UTILIZED FOR GRADE RETENTION 8” OR HIGHER WILL BE PAID AS 701013, TYPE 1-8 CURB.

30. EXCAVATION UP TO 2' IN FRONT OF CURB, ADA FACILITIES, AND DRAINAGE INLETS WILL BE INCIDENTAL TO THE CORRESPONDING ITEMS (701XXX, 705XXX, AND 602XXX). 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 908001, 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" SHOULD BE 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 THE CHARGES

CONTINUING TO BE ASSESSED.

31. AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PARTIALLY SAW AND FILL

EXISTING CRACKED CURB AND/OR SIDEWALK WITH AN APPROVED SEALER. THIS WORK WILL BE

INCIDENTAL TO ITEM 762001 SAWCUT - CONCRETE FULL DEPTH.

32. PERTAINING TO PCC CURB REMOVAL & PATCHING, SAWCUTTING IS TO BE PERFORMED

PRIOR TO THE REMOVAL OF BITUMINOUS CONCRETE UNLESS APPROVAL IS GIVEN BY THE

ENGINEERS REPRESENTATIVE.

33. BEFORE THE START OF A DAY’S PAVEMENT MILLING OR PAVING OPERATIONS AND WHERE

THERE IS EXISTING STRIPING, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PROOF THAT SUFFICIENT APPROVED STRIPING MATERIALS ARE ON HAND TO ENSURE STRIPING IS COMPLETE

BEFORE TRAFFIC IS RETURNED TO THE ROADWAY.

34. LANE CLOSURES ON 3-DIGIT MAINTENANCE ROADS ARE PERMITTED ONLY BETWEEN THE

HOURS OF 9:00 AM AND 3:00 PM, MONDAY - FRIDAY. ANY VARIANCE SHALL REQUIRE DISTRICT

SAFETY OFFICERS APPROVAL.

(CAD) PAGE 17 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

35. ITEM 710370 STEEL CASING PIPE-4” IS DESIGNATED FOR NOW-DEFUNCT ITEM 718000 ROOF DRAIN. WHEN REPLACING OR EXTENDING ROOF DRAINS, SUMP PUMP DRAINS, ETC. FROM RIGHT- OF-WAY TO CURBLINE, ITEM 710370 WILL BE UTILIZED REGARDLESS OF PIPE MATERIAL OR SIZE.

36. GAS VALVE, MONUMENT BOX, AND LAMPHOLE ADJUSTMENTS WILL BE PAID AS 710002,

WATER VALVE ADJUSTMENTS.

37. REMOVAL OF ANY UNSUITABLE MATERIALS INCLUDING ROOTS AND VEGETATIVE MATTER

DISCOVERED WITHIN OR DIRECTLY BELOW THE TEMPLATE OF PCC / GRANITE CURB, PEDESTRIAN FACILITIES, AND/OR PCC / BRICK SIDEWALKS SHALL BE INCIDENTAL TO THE CORRESPONDING

ITEM.

38. TRASH, RUBBISH, DEBRIS, OR BRUSH THAT HAMPERS REPAIR/MAINTENANCE WORK IN THIS

CONTRACT (AS DETERMINED BY THE ENGINEER), SHALL BE REMOVED WITHIN THE PROJECT

LIMITS AND SHALL BE INCIDENTAL TO PAY ITEM 763000 (INITIAL EXPENSE/DEMOBILATION).

39. CLEARING AND GRUBBING INCLUDES OBTAINING WIDTH AND HEIGHT REQUIREMENTS FOR

PAR AND CLEARING OF SIGHT DISTANCE (INCLUDING EXISTING FACILITIES AND SIGNS).

CLEARING AND GRUBBING OF TREES, SHRUBS AND OTHER VEGETATION LESS THAN 6” IN

DIAMETER SHALL BE INCIDENTAL TO ITEM 763000 (INITIAL EXPENSE/DEMOBILIZATION).

40. GRASS AND SOIL AREAS WITHIN THE STATE RIGHT-OF-WAY AND ADJACENT PRIVATE

PROPERTY THAT HAS BEEN DAMAGED DURING CONTRACT OPERATIONS SHALL BE RESTORED

WTH TOPSOIL, SEED AND MULCH AT THE CONTRATOR’S EXPENSE. WORK SHALL BE EXECUTED

IN ACCORDANCE WITH THE REQUIREMENTS FOR ITEM 908001 (TOPSOIL), ITEM 908016

(PERMANENT GRASS SEEDING SUBDIVSION), AND ITEM 908020 (EROSION CONTROL BLANKET

MULCH). REPAIRS MUST BE COMPLETED WITHIN SEVEN (7) CALENDAR DAYS OF NOTIFICAITON.

FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT WORK WITH

TIME CHARGES CONTINUING TO BE ASSESSED.

SECTION 800

41. 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.

42. AT EACH LOCATION, THE CONTRACTOR SHALL NOTE ALL EXISTING PAVEMENT MARKINGS

AND SUBMIT A DRAWING WHICH DEPICTS THE STRIPING PATTERN TO THE DEPARTMENT PRIOR

TO THE START OF ANY WORK AT THE LOCATION.

(CAD) PAGE 18 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

AT THE END OF EACH DAY’S OPERATION AND BEFORE TRAFFIC IS RETURNED TO UNRESTRICTED

ROADWAY USE, TEMPORARY MARKINGS SHALL BE UTILIZED AT LOCATIONS THAT REQUIRE

PERMANENT MARKING. 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.

FINAL PAVEMENT MARKINGS SHALL CONFORM TO ALL EXISTING PATTERNS AND SHALL BE

PLACED WITHIN FIVE (5) CALENDER DAYS (MAXIMUM) AFTER PLACEMENT OF THE FINAL

COURSE OF BITUMINOUS CONCRETE. IF THE CONTRACTOR FAILS TO DOCUMENT THE EXISTING

PAVEMENT MARKINGS IN AN ACCEPTABLE MANNER, HE SHALL BE REQUIRED TO PROVIDE AT

HIS OWN EXPENSE, A NEW PAVEMENT MARKING PLAN SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF DELAWARE.

ANY ERRONEOUS MARKING WILL NOT BE PAID FOR AND SHALL BE CORRECTED IMMEDIATELY

AT THE CONTRACTOR’S EXPENSE. ERRONEOUS MARKINGS OR SHADOWS THAT EXCEED ONE (1)

INCH IN WIDTH SHALL BE REMOVED BY EITHER SAND OR WATER BLASTING. 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. FAILURE TO COMPLY WILL RESULT IN SUSPENSION OF

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

43. THE CONTRACTOR, WITH THE ENGINEER, SHALL INVENTORY ALL SIGNS ON ALL ROADS

SUBJECT TO IMPROVEMENTS. NECESSARY SIGNS SHALL BE MAINTAINED IN OPERATION DURING

CONSTRUCTION AND ANY OTHER SIGNS SHALL BE PROPERLY STORED WITH THE CONTRACTOR,

WHO SHALL BE RESPONSIBLE FOR LOSS OR DAMAGE. IMMEDIATELY PRIOR TO FINAL

INSPECTION, THE CONTRACTOR AND ENGINEER SHALL AGAIN INVENTORY THE TRAFFIC SIGNS

AND ACCOUNT FOR ANY LOST OR DAMAGED SIGNS. LOST OR DAMAGED SIGNS, AT THE

DISCRETION OF THE ENGINEER SHALL BE REPLACED IN KIND AT THE CONTRACTOR’S EXPENSE.

44. REGULATORY SIGNS REMOVED MUST BE REINSTALLED THE SAME DAY. IN ABSENCE OF A

(CAD) PAGE 19 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

SIGN SCHEDULE, INSTALLATION OR REMOVAL OF TRAFFIC SIGN(S) AND SIGN POST(S) WILL BE PAID AS 819018. THIS ITEM WILL BE PAID ONE TIME PER POST AFTER FINAL INSTALLATION.

45. A FORMAL DETOUR WILL NOT BE NECESSARY ON THIS CONTRACT. THE CONTRACTOR MUST

MAINTAIN LOCAL TRAFFIC WITHIN THE PROJECT LIMITS UTILIZING FLAGGERS. MAINTENANCE

OF TRAFFIC DURING LANE CLOSURES AND/OR LANE SHIFTS SHALL CONFORM TO TYPICAL

APPLICATIONS OF THE DELAWARE MUTCD. ANY VARIANCE SHALL REQUIRE DISTRICT SAFETY

OFFICERS APPROVAL.

46. BEFORE WORK IS DONE AT ANY LOCATION, THE APPROPRIATE DISTRICT SAFETY OFFICER

MUST APPROVE THE MOT FOR THAT LOCATION TWO WEEKS IN ADVANCE. ANY ANTICIPATED

IMPACT TO TRAFFIC SIGNALS MUST BE REVIEWED BY THE DELDOT TRAFFIC SECTION PRIOR TO

CONSTRUCTION. THEY CAN BE CONTACTED AT 302-659-4061.

47. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN, INCLUDING PEDESTRIAN AND

BICYCLE FACILITIES, AS WELL AS THE NECESSARY NCHRP 350, THE MANUAL FOR ASSESSING

SAFETY HARDWARE (MASH) CERTIFICATIONS, OR DELDOTS APPROVED PRODUCTS LIST (APL) FOR ALL DEVICES THAT WILL BE UTILIZED, FOR EACH LOCATION BEFORE THE START OF THE PRE-

CONSTRUCTION MEETING. WRITTEN APPROVAL MUST BE RECEIVED BEFORE THE START OF

WORK AT EACH AND EVERY LOCATION.

48. ALL TRAFFIC CONTROL DEVICES SHALL BE IN NEW OR REFURBISHED CONDITION AND SHALL

BE IN COMPLIANCE WITH THE NCHRP 350, THE MANUAL FOR ASSESSING SAFETY HARDWARE

(MASH) CERTIFICATIONS, OR DELDOTS APPROVED PRODUCTS LIST (APL). THE DEVICES SHALL BE

APROVED BY THE SAFETY SECTION PRIOR TO USE AND SHALL BE MAINTAINED IN GOOD

CONDITION FOR THE DURATION OF THE CONTRACT.

49. 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.

50. 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

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

(CAD) PAGE 20 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

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 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 DEVICES TO THE ENGINEER FOR

EACH LOCATION AT LEAST 2-WEEKS BEFORE CONSTRUCTION FOR REVIEW, COMMENT, AND

APPROVAL BY THE DISTRICT 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 BUSINESS AND RESIDENTS AT ALL TIMES.• PROVIDE PEDESTRIAN ACCESS THRU 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.• 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

(CAD) PAGE 21 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

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.

SECTION 900

51. EROSION CONTROL MULCH BLANKET SHALL BE USED IN ALL DISTURBED AREAS UNLESS

DIRECTED OTHERWISE BY THE ENGINEER.

ADDITIONAL PROJECT NOTES

52. UNDERGROUND UTILITIES MAY BE PRESENT AT ALL LOCATIONS. THEREFORE, ALL

STANDARD PRACTICES AND PROCEDURES REGARDING UTILITIES SHALL BE FOLLOWED. THE

CONTRACTOR SHALL CONTACT MISS UTILITY OF DELAWARE PRIOR TO STARTING WORK. THE

CONTRACTOR IS RESPONSIBLE FOR THE SUPPORT AND PROTECTION OF ALL UTILITIES WHEN

EXCAVATING WHICH SHALL BE INCIDENTAL TO THE RESPECTIVE EXCAVATION ITEM(S). THE

CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER CLEARANCES, INCLUDING SAFETY

CLEARANCES, FROM OVERHEAD UTILITIES FOR CONSTRUCTION EQUIPMENT. THE CONTRACTOR

IS ADVISED TO CHECK THE SITE FOR ACCESS PURPOSES FOR THEIR EQUIPMENT AND MAKE

ARRANGEMENTS DIRECTLY WITH THE UTILITY COMPANIES FOR FIELD ADJUSTMENTS FOR

ADEQUATE CLEARANCES, IF NECESSARY.

53. NO UTILITY RELOCATION INVOLVEMENT IS ANTICIPATED. SHOULD ANY CONFLICTS BE

ENCOUNTERED DURING CONSTRUCTION REQUIRING ADJUSTMENT AND/OR RELOCATION OF THE

AGENCIES’ EXISTING FACILITIES, THE NECESSARY RELOCATION WORK SHALL BE

ACCOMPLISHED BY THE RESPECTIVE AGENCIES’ FORCES, AS DIRECTED BY THE DISTRICT

ENGINEER. ANY ADJUSTMENTS AND/OR RELOCATIONS OF MUNICIPALLY OWNED FACILITIES

SHALL BE DONE BY THE STATE’S CONTRACTOR IN ACCORDANCE WITH THE RESPECTIVE

AGENCIES’ STANDARD SPECIFICATIONS AS DIRECTED BY THE DISTRICT ENGINEER.

54. NO ENVIRONMENTAL PERMITS ARE REQUIRED FOR THIS WORK PROVIDED NO

JURISDICTIONAL WETLANDS OR WATERS ARE IMPACTED. IF THERE IS ANY QUESTION AS TO

WHETHER OR NOT A WATER OR WETLAND IS JURISDICTIONAL, CONTACT THE DEL DOT

ENVIRONMENTAL SECTION AT 302-760-2264.

(CAD) PAGE 22 OF 60

CONTRACT NUMBER- T202504901.02 CANAL

SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

GENERAL CONTRACT PLAN NOTES

55. IT IS ANTICIPATED THAT ALL WORK WILL OCCUR WITHIN DELDOT’S EXISTING RIGHT OF

WAY OR EASEMENT AREAS. SHOULD THE NEED OCCUR TO TRESPASS ONTO PRIVATE PROPERTY;

IT WILL BE THE RESPONSIBILITY OF THE PROJECT MANAGER TO SECURE SUCH TRESPASS NEEDS.

56. NO WORK NEAR OR WITHIN RAILROAD RIGHT-OF-WAY IS ANTICIPATED. IF ANY RAILROAD

PROPERTY OR FACILITIES ARE NEAR OR WITHIN THE PROPOSED LIMITS OF WORK OR IF THE

PROPOSED WORK ENCROACHES UPON THE RAILROAD’S RIGHT-OF-WAY, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED CLEARANCES AND INSURANCES FOR

EACH INVOLVED RAILROAD IN ACCORDANCE WITH THE APPROPRIATE DELDOT MAINTENANCE

OF RAILROAD TRAFFIC ITEM. DELDOT’ S RAILROAD SECTION MANAGER MUST BE CONTACTED

AT (302) 760-2183 TO COORDINATE THE EXECUTION OF THE APPROPRIATE AGREEMENTS AND

AUTHORIZATIONS REQUIRED FROM ANY RAILROAD COMPANY INVOLVED, INCLUDING

COORDINATION FOR RAILROAD FLAGGING, IF NECESSARY.

57. THE PROJECT MANAGER SHALL BE RESPONSIBLE FOR COORDINATING WITH THE TRAFFIC

SECTION RELATING TO ANY IMPACTS TO TRAFFIC SECTION FACILITIES (INCLUDING BUT NOT

LIMITED TO TRAFFIC LOOPS, JUNCTION WELLS ETC.) AT LEAST 4 WEEKS IN ADVANCE OF THE START OF THE ACTIVITY. PRIOR TO INITIATING ANY WORK ON THIS CONTRACT (OR SITES), THE

PROJECT MANAGER SHALL BE RESPONSIBLE FOR PREPARING AND SUBMITTING FOR APPROVAL

OF THE SAFETY SECTION, A MAINTENANCE OF TRAFFIC PLAN. SUFFICIENT TIME SHALL BE

PROVIDED FOR THE REVIEW AND APPROVAL OF THE PLAN. THE MAINTENANCE OF TRAFFIC PLAN

SHALL INCLUDE PROPOSED TIME RESTRICTIONS ON THE CLOSURE OF TRAVEL LANES SUBJECT

TO THE APPROVAL OF THE SAFETY SECTION. TRAFFIC LOOPS MUST BE PUT BACK WITHIN 7 DAYS

OF PAVING, FAILURE TO COMPLY WILL RESULT IN A SUSPENSION OF ALL OTHER CONTRACT

WORK WITH TIME CHARGES CONTINUING TO BE ASSESSED.

58. THE DEPARTMENT RESERVES THE RIGHT TO REQUEST AN EXTENSION OF THIS CONTRACT,

WITH THE AGREEMENT OF THE CONTRACTOR, AT THE CURRENT CONTRACT PRICES.

October 2024

DELAWARE DEPARTMENT OF

TRANSPORTATION CONTRACT NUMBER- T202504901.02 (CAD) PAGE 23 OF 60

CANAL Contract is for various locations througout New Castle County.

DETAILS SHEET

A

5 - 3/4 " (19mm) Diam. x 16" (400mm) DOWELS; FOR 8' (2.4m) WIDE VALLEY GUTTER. 2 - 3/4

" (19mm) Diam. x 16" (400mm) DOWELS; FOR 4' (1.2m) WIDE VALLEY GUTTER. PLAN

A

W

DUMMY

JOINT

S

JOINT

CONSTRUCTION

SECTION A-A

W

D

W/2

CONSTRUCTION JOINT

DUMMY JOINT

BUTT JOINT

BITUM. SEAL

BITUM. SEAL

C L

4" (100mm)

8" (20

0m m)

3" (75 mm

1/8 R

(3m m

1/)8 " (3mm R

THIS HALF OF DOWEL

PAINTED AND GREASED.

3" (75mm) 3/8 "

(10mm)

8" (20

0m m)

2 5 /8

(67 mm

3/8 " (9mm)

1)/ R 8 "

(3m m

5/8 " (15mm) CORK

EXPANSION

MATERIAL

DUMMY

JOINT

36"(900mm) R

36"

(900mm) R

5/8 " (15mm) CORK

EXPANSION

MATERIAL

WIDTH

W

DEPTH

D

OFFSET

S

8' (2.4m)

4' (1.2m)

3" (75mm)

1 1/2 " (38mm)

16" (405mm)

23 1/2 " (585mm)

6" (150mm) x 12" (300mm) W6 x W6

WIRE MESH REINFORCEMENT.

3" (75mm) 3"

(75 mm

) 3" (75mm)

8" (200mm) P.C.C.

6" (150mm) G.A.B.C.TYPE B

P.C.C. VALLEY GUTTER

STREET

3/4 " (19mm) Diam. x 16" (400mm) DOWEL 20" (500mm) O.C.

TRANSPORTATION CONTRACT NUMBER- T202504901.02 (CAD) PAGE 24 OF 60

CANAL Contract is for various locations througout New Castle County.

DETAILS SHEET

SPEED HUMP

TRANSPORTATION CONTRACT NUMBER- T202504901.02 (CAD) PAGE 25 OF 60

CANAL Contract is for various locations througout New Castle County.

DETAILS SHEET

ADJUSTING AND REPAIRING MANHOLE

N.T.S.

REMOVE AND DISPOSE OF EXISTING FRAME AND COVER AS DIRECTED BY

OWNER IF NOT UTILIZED IN THE ADJUSTMENT.

PLACE NEW OR EXISTING FRAME AND COVER (AS REQUIRED).

TO CORRECT ELEVATION, RECOLLAR AND PLACE BITUMINOUS CONCRETE

PATCH. NEW FRAME AND COVER (IF REQUIRED) TO BE PROVIDED BY

OWNER.

REMOVE BITUMINOUS CONCRETE AND

CONCRETE COLLAR FROM AROUND

MANHOLE. 12"

(300 mm)

(40 0 m m)IF REQUIRED, PLACE CONTINUOUS

SPLIT BRICK TO ADJUST FRAME TO

EXISTING GRADE.

ALL JOINTS IN ADJUSTED BRICKWORK

SHALL BE COMPLETELY FILLED WITH

CEMENT MORTAR.

NOTE: MANHOLES IN CONCRETE ROADWAYS SHALL BE SAWCUT FULL DEPTH TO THE SPECIFIED DIMENSION PRIOR

TO ANY ADJUSTMENT BEING MADE. THE SAWCUTTING SHALL BE INCIDENTAL TO ITEM 602132.

DELAWARE DEPARTMENT OF TRANSPORTATION

(CAD) PAGE 26 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 1 AFTON - EXETER ROAD FROM DELPENN ROAD TO FAIRHOPE ROAD

LENGTH 243.8400 m 800.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ FAIRHOPE

202000 40.00 C.Y.

211001 249.00 S.Y.

301001 18.00 C.Y.

301002 42.00 C.Y.

401005 250.00 TON

401029 140.00 TON

401030 50.00 TON

404001 210.00 L.F.

602102 1.00 EACH

602103 1.00 EACH

602130 5.00 EACH

602132 4.00 EACH

701013 4.00 L.F.

701019 690.00 L.F.

705001 276.00 S.F.

705002 552.00 S.F.

705013 20.00 S.F.

705008 60.00 S.F.

705009 400.00 S.F.

710002 1.00 EACH

710370 20.00 L.F.

760010 3,920.00 SY-IN

762000 1,035.00 L.F.

762001 104.00 L.F.

811001 273.00 HOUR

811013

MATERIAL ESTIMATE FOR LOCATION 1

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

MANHOLE COVER(S)

MANHOLE FRAME(S)

ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC SIDEWALK, 4"

PCC SIDEWALK, 6"

TRUNCATED DOME DETECTABLE WARNING SURFACE

PEDESTRIAN CONNECTION, TYPE 1

PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4

ADJUST WATER VALVE BOXES

STEEL CASING PIPE, 4"

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

SAW CUTTING, BITUMINOUS CONCRETE

SAW CUTTING, CONCRETE, FULL DEPTH

FLAGGER, NEW CASTLE COUNTY

FLAGGER, NEW CASTLE COUNTY, OVERTIME 30.00 HOUR

(CAD) PAGE 27 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 1 AFTON - EXETER ROAD FROM DELPENN ROAD TO FAIRHOPE ROAD

LENGTH 243.8400 m 800.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ FAIRHOPE

MATERIAL ESTIMATE FOR LOCATION 1

819018 INSTALLATION OR REMOVAL OF TRAFFIC SIGN(S) ON SINGLE SIGN POST 1.00 EACH

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 6.00 EACH

908001 TOPSOIL 36.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 214.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 214.00 S.Y.

(CAD) PAGE 28 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 2 ASHBOURNE HILLS - ASHBOURNE ROAD FROM KEATS DRIVE TO

HONEYWELL DRIVE (NEAR HOUSE #196)

LENGTH 268.2240 m 880.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ KEATS; 4 RAMPS @ S AVON

202000 30.00 C.Y.

211001 185.00 S.Y.

301001 14.00 C.Y.

301002 32.00 C.Y.

401005 280.00 TON

401029 104.00 TON

401030 35.00 TON

404001 240.00 L.F.

602102 1.00 EACH

602103 1.00 EACH

602130 2.00 EACH

602131 2.00 EACH

602132 5.00 EACH

701013 12.00 L.F.

701019 510.00 L.F.

705001 204.00 S.F.

705002 408.00 S.F.

705013 60.00 S.F.

705008 180.00 S.F.

705009 1,200.00 S.F.

710002 3.00 EACH

710370 10.00 L.F.

760010 4,460.00 SY-IN

762000 765.00 L.F.

762001

MATERIAL ESTIMATE FOR LOCATION 2

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

MANHOLE COVER(S)

MANHOLE FRAME(S)

ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING DOUBLE DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC SIDEWALK, 4"

PCC SIDEWALK, 6"

TRUNCATED DOME DETECTABLE WARNING SURFACE

PEDESTRIAN CONNECTION, TYPE 1

PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4

ADJUST WATER VALVE BOXES

STEEL CASING PIPE, 4"

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

SAW CUTTING, BITUMINOUS CONCRETE

SAW CUTTING, CONCRETE, FULL DEPTH 77.00 L.F.

(CAD) PAGE 29 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 2 ASHBOURNE HILLS - ASHBOURNE ROAD FROM KEATS DRIVE TO

HONEYWELL DRIVE (NEAR HOUSE #196)

LENGTH 268.2240 m 880.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ KEATS; 4 RAMPS @ S AVON

MATERIAL ESTIMATE FOR LOCATION 2

811001 FLAGGER, NEW CASTLE COUNTY 283.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 30.00 HOUR

819018 INSTALLATION OR REMOVAL OF TRAFFIC SIGN(S) ON SINGLE SIGN POST 1.00 EACH

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 7.00 EACH

908001 TOPSOIL 44.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 266.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 266.00 S.Y.

(CAD) PAGE 30 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 3 DARLEY WOODS - DOLTON COURT SOUTH FROM NORTH DOLTON COURT

(NEAR HOUSE #1120) TO DARLEY WOODS ROAD

LENGTH 233.1720 m 765.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

INCLUDES INTERSECTION W/ DARLEY WOODS - 6 RAMPS @ DARLEY WOODS

202000 25.00 C.Y.

211001 152.00 S.Y.

301001 12.00 C.Y.

301002 26.00 C.Y.

401005 250.00 TON

401029 86.00 TON

401030 30.00 TON

404001 184.00 L.F.

602102 1.00 EACH

602103 1.00 EACH

602130 2.00 EACH

602132 4.00 EACH

701013 12.00 L.F.

701019 420.00 L.F.

705001 168.00 S.F.

705002 336.00 S.F.

705013 60.00 S.F.

705008 180.00 S.F.

705009 1,200.00 S.F.

760010 4,000.00 SY-IN

762000 630.00 L.F.

762001 63.00 L.F.

811001 231.00 HOUR

811013 24.00 HOUR

819018

MATERIAL ESTIMATE FOR LOCATION 3

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

MANHOLE COVER(S)

MANHOLE FRAME(S)

ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC SIDEWALK, 4"

PCC SIDEWALK, 6"

TRUNCATED DOME DETECTABLE WARNING SURFACE

PEDESTRIAN CONNECTION, TYPE 1

PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

SAW CUTTING, BITUMINOUS CONCRETE

SAW CUTTING, CONCRETE, FULL DEPTH

FLAGGER, NEW CASTLE COUNTY

FLAGGER, NEW CASTLE COUNTY, OVERTIME

INSTALLATION OR REMOVAL OF TRAFFIC SIGN(S) ON SINGLE SIGN POST 1.00 EACH

(CAD) PAGE 31 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 3 DARLEY WOODS - DOLTON COURT SOUTH FROM NORTH DOLTON COURT

(NEAR HOUSE #1120) TO DARLEY WOODS ROAD

LENGTH 233.1720 m 765.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

INCLUDES INTERSECTION W/ DARLEY WOODS - 6 RAMPS @ DARLEY WOODS

MATERIAL ESTIMATE FOR LOCATION 3

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 2.00 EACH

908001 TOPSOIL 41.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 245.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 245.00 S.Y.

(CAD) PAGE 32 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 4 DARLEY WOODS - WHEELER COURT FROM TWEEDBROOK ROAD TO END

LENGTH 50.2920 m 165.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY (CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ TWEEDBROOK

202000 10.00 C.Y.

211001 26.00 S.Y.

301001 3.00 C.Y.

301002 5.00 C.Y.

401005 95.00 TON

401029 16.00 TON

401030 5.00 TON

404001 53.00 L.F.

602132 1.00 EACH

701013 4.00 L.F.

701019 70.00 L.F.

705001 28.00 S.F.

705002 56.00 S.F.

705013 20.00 S.F.

705008 60.00 S.F.

705009 400.00 S.F.

760010 440.00 SY-IN

760011 495.00 SY-IN

762000 105.00 L.F.

762001 11.00 L.F.

811001 55.00 HOUR

811013 9.00 HOUR

908001 11.00 TON

908016 65.00 S.Y.

908020

MATERIAL ESTIMATE FOR LOCATION 4

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC SIDEWALK, 4"

PCC SIDEWALK, 6"

TRUNCATED DOME DETECTABLE WARNING SURFACE

PEDESTRIAN CONNECTION, TYPE 1

PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT, TAPER CUT

SAW CUTTING, BITUMINOUS CONCRETE

SAW CUTTING, CONCRETE, FULL DEPTH

FLAGGER, NEW CASTLE COUNTY

FLAGGER, NEW CASTLE COUNTY, OVERTIME

TOPSOIL

PERMANENT GRASS SEEDING, SUBDIVISION

EROSION CONTROL BLANKET MULCH 65.00 S.Y.

(CAD) PAGE 33 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 5 DELAVIEW AVENUE - DELAVIEW AVENUE FROM MARSH ROAD @ CHANGE

IN HOTMIX TO VEALE ROAD @ CHANGE IN HOTMIX

LENGTH 614.1720 m 2015.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MATERIAL ESTIMATE FOR LOCATION 5

202000 EXCAVATION AND EMBANKMENT 80.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK 630.00 S.Y.

301001 GABC 44.00 C.Y.

301002 GABC, PATCHING 105.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 620.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 351.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 125.00 TON

401506 SPEED HUMP 110.00 L.F.

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE 680.00 L.F.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 4.00 EACH

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 9.00 EACH

701019 I.PCC CURB AND GUTTER, TYPE 2 1,750.00 L.F.

705001 PCC SIDEWALK, 4" 700.00 S.F.

705002 PCC SIDEWALK, 6" 1,400.00 S.F.

710002 ADJUST WATER VALVE BOXES 2.00 EACH

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 9,860.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 2,625.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 263.00 L.F.

802003 ARROW PANELS TYPE C 6.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 6.00 EA-DY

811001 FLAGGER, NEW CASTLE COUNTY 640.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 67.00 HOUR

817002 PERMANENT PAVEMENT STRIPING, SYMBOL/LEGEND, ALKYD-THERMOPLASTIC 33.00 S.F.

817004 TEMPORARY MARKINGS, PAINT, SYMBOL/LEGEND 33.00 S.F.

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 6.00 EACH

(CAD) PAGE 34 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 5 DELAVIEW AVENUE - DELAVIEW AVENUE FROM MARSH ROAD @ CHANGE

IN HOTMIX TO VEALE ROAD @ CHANGE IN HOTMIX

LENGTH 614.1720 m 2015.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MATERIAL ESTIMATE FOR LOCATION 5

908001 TOPSOIL 70.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 420.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 420.00 S.Y.

(CAD) PAGE 35 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 6 GREEN ACRES - BUCKNELL ROAD FROM QUINCY DRIVE TO TULANE ROAD

LENGTH 353.5680 m 1160.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ BUCKNELL; 2 RAMPS @ TULANE

202000 40.00 C.Y.

211001 278.00 S.Y.

301001 20.00 C.Y.

301002 47.00 C.Y.

401005 355.00 TON

401029 156.00 TON

401030 50.00 TON

404001 220.00 L.F.

602100 7.00 EACH

602101 4.00 EACH

602130 1.00 EACH

602131 3.00 EACH

602132 3.00 EACH

701013 8.00 L.F.

701019 770.00 L.F.

705001 308.00 S.F.

705002 616.00 S.F.

705013 40.00 S.F.

705008 120.00 S.F.

705009 800.00 S.F.

710002 2.00 EACH

710370 20.00 L.F.

760010 5,680.00 SY-IN

762000 1,155.00 L.F.

762001 116.00 L.F.

811001

MATERIAL ESTIMATE FOR LOCATION 6

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

DRAINAGE INLET GRATE(S)

DRAINAGE INLET FRAME(S)

ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING DOUBLE DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC SIDEWALK, 4"

PCC SIDEWALK, 6"

TRUNCATED DOME DETECTABLE WARNING SURFACE

PEDESTRIAN CONNECTION, TYPE 1

PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4

ADJUST WATER VALVE BOXES

STEEL CASING PIPE, 4"

PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT

SAW CUTTING, BITUMINOUS CONCRETE

SAW CUTTING, CONCRETE, FULL DEPTH

FLAGGER, NEW CASTLE COUNTY 335.00 HOUR

(CAD) PAGE 36 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 6 GREEN ACRES - BUCKNELL ROAD FROM QUINCY DRIVE TO TULANE ROAD

LENGTH 353.5680 m 1160.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ BUCKNELL; 2 RAMPS @ TULANE

MATERIAL ESTIMATE FOR LOCATION 6

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 36.00 HOUR

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 3.00 EACH

908001 TOPSOIL 47.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 281.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 281.00 S.Y.

(CAD) PAGE 37 OF 60CONTRACT T202504901.02

CANAL SUBDIVISION PAVING, NEW CASTLE COUNTY I, 2025

LOCATION 7 GREENMOUNT - TOWNSEND AVENUE FROM LINCOLN AVENUE @ CHANGE

IN HOTMIX TO END

LENGTH 271.2720 m 890.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ HARRISON (HOLD PAVEMENT JOINT)

202000 30.00 C.Y.

211001 174.00 S.Y.

301001 13.00 C.Y.

301002 30.00 C.Y.

401005 275.00 TON

401029 98.00 TON

401030 35.00 TON

404001 140.00 L.F.

602130 1.00 EACH

602132 2.00 EACH

701013 4.00 L.F.

701019 480.00 L.F.

705001 192.00 S.F.

705002 384.00 S.F.

705013 20.00 S.F.

705008 60.00 S.F.

705009 400.00 S.F.

710370 30.00 L.F.

760010 4,360.00 SY-IN

762000 720.00 L.F.

762001 72.00 L.F.

811001 204.00 HOUR

811013 22.00 HOUR

905004 4.00 EACH

908001

MATERIAL ESTIMATE FOR LOCATION 7

EXCAVATION AND EMBANKMENT

REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDEWALK

GABC

GABC, PATCHING

SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE)

SUPERPAVE TYPE C, PG 64-22, PATCHING

SUPERPAVE TYPE B, PG 64-22, PATCHING

BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WIDE

ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET

ADJUSTING AND REPAIRING EXISTING MANHOLE

PCC CURB, TYPE 1-8

I.PCC CURB AND GUTTER, TYPE 2

PCC…