T202503107 Plans.pdf

January 29, 2025

2/4/2025

(CAD) PAGE 1 OF 53

Tim Hackett Sticky Note Accepted set by Tim Hackett

DEPARTMENT OF TRANSPORTATION

CONTRACT NUMBER- T202503107 (CAD) PAGE 2 OF 53

CONTRACT IS FOR VARIOUS LOCATIONS THROUGHOUT NEW CASTLE COUNTY.

LOCATION MAP

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CONTRACT IS FOR VARIOUS LOCATIONS THROUGHOUT NEW CASTLE COUNTY.

Hammond Pl

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CONTRACT IS FOR VARIOUS LOCATIONS THROUGHOUT NEW CASTLE COUNTY.

Regent Circle

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CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 10 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 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 AS

REQUIRED) "LOOK AHEAD" SCHEDULES TO THE AREA ENGINEER/ MANAGER NO LATER THAN

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 11 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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.

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

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 12 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

SHALL INCLUDE PERMANENT STRIPING AND DELINEATOR POSTS. IF PERMANENT STRIPING

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COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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 MINIMUM

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

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COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

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

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COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

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

WITH TIME CHARGES CONTINUING TO BE ASSESSED.

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COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

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 NUMBER- T202503107 CANAL (CAD) PAGE 17 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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.

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.

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COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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.

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.

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 19 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

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

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 20 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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, FOR ALL DEVICES THAT WILL BE UTILIZED BEFORE THE START OF THE PRE-

CONSTRUCTION MEETING. ALL TRAFFIC CONTROL DEVICES SHALL BE IN NEW OR REFURBISHED

CONDITION, SHALL BE IN COMPLIANCE WITH THE MANUAL FOR ASSESSING SAFETY HARDWARE

(MASH) CERTIFICATIONS, AND ON 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.

48. 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.

49. 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 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

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 21 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

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

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

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

DIRECTED OTHERWISE BY THE ENGINEER.

ADDITIONAL PROJECT NOTES

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 22 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

51. 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.

52. 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.

53. 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.

54. 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.

55. 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.

CONTRACT NUMBER- T202503107 CANAL (CAD) PAGE 23 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

GENERAL CONTRACT PLAN NOTES

56. 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.

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

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

Jan 2025

DELAWARE DEPARTMENT OF TRANSPORTATION

CONTRACT NUMBER- T202503107 (CAD) PAGE 24 OF 53

CANAL Contract is for various locations throughout 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.

CONTRACT NUMBER- T202503107 (CAD) PAGE 25 OF 53

CANAL Contract is for various locations throughout New Castle County.

DETAILS SHEET

SPEED HUMP

CONTRACT NUMBER- T202503107 (CAD) PAGE 26 OF 53

CANAL Contract is for various locations throughout 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.

t

I I l I

24'-0"

6'-0"

EXI

srI

N G l I

PAVElfENT

__f

LINEAR

=-.i "'

SECTION A-A

TYPICAL SPEEO TABLE

FLAT

SECTION A- A

UNEAR SPEED TABLE

SECTIONB-B

TYPICAL PAVEMENT NATCH

LINEAR

'jl----------------,=,,.., =,-,---------------�-------�------------�--�--�-Nl-�--�-------�---1

I �==========================::::t::::==========================: SPEED TABLE DETAILS SIGNING AND

!ht----------------<---------------< AND SECTIONS MARKING PIAN

I b ..

WSTINGt PAVE#EMr p

T~ ..,., 1'-6• GRIND EXISITNG PAVE#ENT 18"

IIJDE BY r DEEP AROUND THE fflk=1:'¥Lt'J.3F TABLE

DELAWARE DEPARTMENT OF TRANSPORTATION

(CAD) PAGE 27 OF 53CONTRACT NUMBER-

CANAL Contract is for various locations throughout New Castle County.

DETAILS SHEET

SPEED TABLE

T202503107

CONTRACT T202503107

CANAL

(CAD) PAGE 28 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 1 ALBERTSON PARK - ELDER DR FROM 2224 ELDER DR TO 2224 ELDER DR

LENGTH 3.6576 m 12.0000 L.F.

GENERAL IMPROVEMENTS

REPLACE SPEED HUMP

COMMENTS:

MAT ERIAL ESTIMATE FOR LOCATION 1

401506 SPEED HUMP 32.00 L.F.

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 64.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 19.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 2.00 HOUR

CANAL

(CAD) PAGE 29 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 2 BEECH HILL - BEECH HILL DRIVE FROM BRIDGE TO BROOKRIDGE LANE

(INCLUDE INT)

LENGTH 338.3280 m 1110.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MAT ERIAL ESTIMATE FOR LOCATION 2

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 244.00 S.Y.

301001 GABC 21.00 C.Y.

301002 GABC, PATCHING 46.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 550.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 36.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 75.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 130.00 L.F.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 3.00 EACH

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 3.00 EACH

701019 I.PCC CURB AND GUTTER, TYPE 2 80.00 L.F.

701023 I.PCC CURB AND GUTTER, TYPE 3-8 500.00 L.F.

705001 PCC SIDEWALK, 4" 232.00 S.F.

705002 PCC SIDEWALK, 6" 464.00 S.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 8,400.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 870.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 102.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 317.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 32.00 HOUR

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 3.00 EACH

908001 TOPSOIL 23.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 139.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 139.00 S.Y.

CANAL

(CAD) PAGE 30 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 3 BREIDABLIK - BEETHOVEN DRIVE FROM 32 BEETHOVEN DR. TO CUL -DE-

SAC

LENGTH 207.2640 m 680.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

LIMIT IS LARGE ROCK IN YARD @ #32.

MAT ERIAL ESTIMATE FOR LOCATION 3

202000 EXCAVATION AND EMBANKMENT 18.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 90.00 S.Y.

301001 GABC 6.00 C.Y.

301002 GABC, PATCHING 15.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 350.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 51.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 50.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 75.00 L.F.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 2.00 EACH

602131 ADJUSTING AND REPAIRING EXISTING DOUBLE DRAINAGE INLET 1.00 EACH

701019 I.PCC CURB AND GUTTER, TYPE 2 250.00 L.F.

705001 PCC SIDEWALK, 4" 100.00 S.F.

705002 PCC SIDEWALK, 6" 200.00 S.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 5,200.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 375.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 38.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 182.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 20.00 HOUR

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 5.00 EACH

908001 TOPSOIL 10.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 60.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 60.00 S.Y.

CANAL

(CAD) PAGE 31 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 4 BROOKLAND TERRACE - BEECH AVENUE FROM CENTRE ROAD ROU TE

SR141 (JOINT NEAR INLETS) TO DEAD END

LENGTH 106.6800 m 350.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MAT ERIAL ESTIMATE FOR LOCATION 4

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 100.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 1.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 13.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 24.00 L.F.

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 1.00 EACH

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 1,400.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 275.00 L.F.

802003 ARROW PANELS TYPE C 2.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 2.00 EA-DY

811001 FLAGGER, NEW CASTLE COUNTY 39.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 6.00 HOUR

CANAL

(CAD) PAGE 32 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 5 CHAPEL HILL - DECKER DRIVE FROM BALANGER ROAD (INCLUDE INT TO

SPEED HUMP) TO ARONIMINK DRIVE (INCLUDE INT)

LENGTH 131.0640 m 430.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

INCLUDE BOTH INT. 4 RAMPS @ BALANGER. 6-8 RAMPS @ ARONIMINK.

MAT ERIAL ESTIMATE FOR LOCATION 5

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 181.00 S.Y.

301001 GABC 19.00 C.Y.

301002 GABC, PATCHING 41.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 170.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 32.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 20.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 74.00 L.F.

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 1.00 EACH

701013 PCC CURB, TYPE 1-8 20.00 L.F.

701019 I.PCC CURB AND GUTTER, TYPE 2 500.00 L.F.

705001 PCC SIDEWALK, 4" 200.00 S.F.

705002 PCC SIDEWALK, 6" 400.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 300.00 S.F.

705009 PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4 2,000.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 100.00 S.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 2,700.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 750.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 75.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 241.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 26.00 HOUR

817002 PERMANENT PAVEMENT STRIPING, SYMBOL/LEGEND, ALKYD-THERMOPLASTI C 632.00 S.F.

817004 TEMPORARY MARKINGS, PAINT, SYMBOL/LEGEND 632.00 S.F.

908001 TOPSOIL 60.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 360.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 360.00 S.Y.

CANAL

(CAD) PAGE 33 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 6 KIRKWOOD GARDENS - HAMMOND PL FROM 2404 HAMMOND PL TO 2416

HAMMOND PL

LENGTH 7.3152 m 24.0000 L.F.

GENERAL IMPROVEMENTS

REPLACE AND RAISE 2 SPEED HUMPS TO 4"

COMMENTS:

REPLACE AND RAISE 2 SPEED HUMPS TO 4"

MAT ERIAL ESTIMATE FOR LOCATION 6

401506 SPEED HUMP 50.00 L.F.

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 100.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 30.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 3.00 HOUR

CANAL

(CAD) PAGE 34 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 7 LANCASTER VILLAGE - ATKINS AVENUE FROM HOUSE #200 TO TAFT

AVENUE

LENGTH 170.6880 m 560.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MAT ERIAL ESTIMATE FOR LOCATION 7

202000 EXCAVATION AND EMBANKMENT 11.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 66.00 S.Y.

301001 GABC 7.00 C.Y.

301002 GABC, PATCHING 7.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 200.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 21.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 25.00 TON

401506 SPEED HUMP 22.00 L.F.

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 195.00 L.F.

501001 PCC PAVEMENT, 8" 48.00 S.Y.

701019 I.PCC CURB AND GUTTER, TYPE 2 50.00 L.F.

705001 PCC SIDEWALK, 4" 20.00 S.F.

705002 PCC SIDEWALK, 6" 40.00 S.F.

710002 ADJUST WATER VALVE BOXES 3.00 EACH

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 2,800.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 219.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 22.00 L.F.

811001 FLAGGER, NEW CASTLE COUNTY 110.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 13.00 HOUR

908001 TOPSOIL 6.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 35.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 35.00 S.Y.

CANAL

(CAD) PAGE 35 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 8 LIMESTONE ACRES - BAILEY DRIVE FROM LIMESTONE ROAD (CIHM) TO

DARNAY LANE (INCLUDE INT)

LENGTH 156.9720 m 515.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ IVANHOE. 2 RAMPS @ DARNAY.

MAT ERIAL ESTIMATE FOR LOCATION 8

202000 EXCAVATION AND EMBANKMENT 25.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 163.00 S.Y.

301001 GABC 15.00 C.Y.

301002 GABC, PATCHING 23.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 220.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 71.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 50.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 239.00 L.F.

501001 PCC PAVEMENT, 8" 55.00 S.Y.

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 1.00 EACH

701013 PCC CURB, TYPE 1-8 8.00 L.F.

701018 I.PCC CURB AND GUTTER, TYPE 1-8 40.00 L.F.

701019 I.PCC CURB AND GUTTER, TYPE 2 250.00 L.F.

705001 PCC SIDEWALK, 4" 116.00 S.F.

705002 PCC SIDEWALK, 6" 232.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 120.00 S.F.

705009 PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4 800.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 40.00 S.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 3,200.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 600.00 L.F.

762001 SAW CUTTING, CONCRETE, FULL DEPTH 60.00 L.F.

802003 ARROW PANELS TYPE C 5.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 5.00 EA-DY

811001 FLAGGER, NEW CASTLE COUNTY 187.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 20.00 HOUR

CANAL

(CAD) PAGE 36 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 8 LIMESTONE ACRES - BAILEY DRIVE FROM LIMESTONE ROAD (CIHM) TO

DARNAY LANE (INCLUDE INT)

LENGTH 156.9720 m 515.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ IVANHOE. 2 RAMPS @ DARNAY.

MAT ERIAL ESTIMATE FOR LOCATION 8

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 1.00 EACH

908001 TOPSOIL 32.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 192.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 192.00 S.Y.

CANAL

(CAD) PAGE 37 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 9 LIMESTONE ACRES - GRIFFIN DRIVE FROM MUGGLETON ROAD (NORTH

END) TO KIRKWOOD HWY (CIHM)

LENGTH 487.6800 m 1600.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ MUGGLETON(NORTH). 2 RAMPS @ MUGGLETON(SOUTH). 4 RAMPS @

PICKWICK.

MAT ERIAL ESTIMATE FOR LOCATION 9

202000 EXCAVATION AND EMBANKMENT 35.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 289.00 S.Y.

301001 GABC 24.00 C.Y.

301002 GABC, PATCHING 45.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 650.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 146.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 50.00 TON

401506 SPEED HUMP 115.00 L.F.

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 763.00 L.F.

501001 PCC PAVEMENT, 8" 50.00 S.Y.

602100 DRAINAGE INLET GRATE(S) 1.00 EACH

602101 DRAINAGE INLET FRAME(S) 1.00 EACH

602130 ADJUSTING AND REPAIRING EXISTING DRAINAGE INLET 7.00 EACH

602132 ADJUSTING AND REPAIRING EXISTING MANHOLE 9.00 EACH

701013 PCC CURB, TYPE 1-8 36.00 L.F.

701019 I.PCC CURB AND GUTTER, TYPE 2 650.00 L.F.

705001 PCC SIDEWALK, 4" 260.00 S.F.

705002 PCC SIDEWALK, 6" 520.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 240.00 S.F.

705009 PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4 1,600.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 80.00 S.F.

710002 ADJUST WATER VALVE BOXES 1.00 EACH

710370 STEEL CASING PIPE, 4" 20.00 L.F.

760010 PAVEMENT MILLING, BITUMINOUS CONCRETE PAVEMENT 10,200.00 SY-IN

762000 SAW CUTTING, BITUMINOUS CONCRETE 1,255.00 L.F.

CANAL

(CAD) PAGE 38 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 9 LIMESTONE ACRES - GRIFFIN DRIVE FROM MUGGLETON ROAD (NORTH

END) TO KIRKWOOD HWY (CIHM)

LENGTH 487.6800 m 1600.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

2 RAMPS @ MUGGLETON(NORTH). 2 RAMPS @ MUGGLETON(SOUTH). 4 RAMPS @

PICKWICK.

MAT ERIAL ESTIMATE FOR LOCATION 9

762001 SAW CUTTING, CONCRETE, FULL DEPTH 117.00 L.F.

802003 ARROW PANELS TYPE C 2.00 EA-DY

808002 PROVIDE AND MAINTAIN TRUCK MOUNTED ATTENUATOR, TYPE II 2.00 EA-DY

811001 FLAGGER, NEW CASTLE COUNTY 590.00 HOUR

811013 FLAGGER, NEW CASTLE COUNTY, OVERTIME 65.00 HOUR

817002 PERMANENT PAVEMENT STRIPING, SYMBOL/LEGEND, ALKYD-THERMOPLASTI C 50.00 S.F.

817003 TEMPORARY MARKINGS, PAINT, 4" 600.00 L.F.

817004 TEMPORARY MARKINGS, PAINT, SYMBOL/LEGEND 50.00 S.F.

817042 PERMANENT PAVEMENT STRIPING, EPOXY RESIN PAINT, WHITE/YE LLOW, 6" 600.00 L.F.

905004 INLET SEDIMENT CONTROL, DRAINAGE INLET 8.00 EACH

908001 TOPSOIL 63.00 TON

908016 PERMANENT GRASS SEEDING, SUBDIVISION 377.00 S.Y.

908020 EROSION CONTROL BLANKET MULCH 377.00 S.Y.

CANAL

(CAD) PAGE 39 OF 53

COMMUNITY TRANSPORTATION FUND, NEW CASTLE VII, 2025

LOCATION 10 LIMESTONE ACRES - REGENT CIRCLE FROM TAPLEY LANE TO CUL- DE-SAC

LENGTH 54.8640 m 180.0000 L.F.

GENERAL IMPROVEMENTS

2" MILL AND OVERLAY(CURB WHERE NECESSARY)

COMMENTS:

MAT ERIAL ESTIMATE FOR LOCATION 10

202000 EXCAVATION AND EMBANKMENT 14.00 C.Y.

211001 REMOVAL OF PORTLAND CEMENT CONCRETE PAVEMENT, CURB AND SIDE WALK 95.00 S.Y.

301001 GABC 10.00 C.Y.

301002 GABC, PATCHING 13.00 C.Y.

401005 SUPERPAVE TYPE C, PG 64-22 (CARBONATE STONE) 120.00 TON

401029 SUPERPAVE TYPE C, PG 64-22, PATCHING 40.00 TON

401030 SUPERPAVE TYPE B, PG 64-22, PATCHING 25.00 TON

404001 BITUMINOUS CRACK AND JOINT SEALING LESS THAN 3/4-INCH WI DE 145.00 L.F.

501001 PCC PAVEMENT, 8" 40.00 S.Y.

701013 PCC CURB, TYPE 1-8 4.00 L.F.

701019 I.PCC CURB AND GUTTER, TYPE 2 150.00 L.F.

705001 PCC SIDEWALK, 4" 60.00 S.F.

705002 PCC SIDEWALK, 6" 120.00 S.F.

705008 PEDESTRIAN CONNECTION, TYPE 1 60.00 S.F.

705009 PEDESTRIAN CONNECTION, TYPE 2, 3, AND/OR 4 400.00 S.F.

705013 TRUNCATED DOME DETECTABLE WARNING SURFACE 20.00 S.F.

710370 STEEL CASING PIPE,…