Schaumburg_Small_Diameter_ACP_Sewer_Rehabilitation_Project_Plan_Set_(reduced).pdf

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VILLAGE OF SCHAUMBURG

SMALL DIAMETER ASBESTOS CEMENT PIPE

SEWER REHABILITATION PROJECT

LOCATION MAP

(NOT TO SCALE)

FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD

ENGINEERING SCALES. REDUCED SIZED PLANS WILL NOT

CONFORM TO STANDARD SCALES.

FOR UNDERGROUND UTILITY LOCATIONS CALL

J.U.L.I.E. 1-800-892-0123

LICENSE #062-071408

EXPIRES 04/30/2027

2655 WARRENVILLE RD

SUITE 225

DOWNERS GROVE, IL

60515

EXPIRESREGISTERED P.E., STATE OF ILLINOIS

FOR CONSTRUCTION

MAY 2025

INDEX OF SHEETS

1 COVER

2 GENERAL NOTES

3 SUMMARY OF QUANTITIES AND POINT REPAIR

SCHEDULE

4 REHABILITATION SCHEDULE

5 POINT REPAIR LOCATIONS

6 POINT REPAIR - TIVERTON 1

7-10 SEWER REHABILITATION

11-20 TRAFFIC CONTROL

21 DETAILS

11/30/25

COUNTY TOTAL

SHEETS

SHEET

NO.

PROJECT NO.

HORIZONTAL:

DESIGNED:

DRAWN:

CHECKED:

DATE:

SCALES

VERTICAL: STA. TO STA.

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GENERAL NOTES

UTILITIES NOTES

WATER AND SEWER NOTES

EROSION CONTROL

TRAFFIC CONTROL AND STAGING

PAVING NOTES

AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE UNDERTAKEN IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ALL CONSTRUCTION SHALL BE UNDERTAKEN IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ADOPTED JANUARY 1, 2022 (REFERRED TO HEREINAFTER AS THE STANDARD SPECIFICATIONS) AND THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS, ADOPTED JANUARY 1, 2025. IN ADDITION, THE LATEST EDITION OF THE "ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (IMUTCD) THE "STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL ITEMS," (SSTCI), THE DETAILS IN THESE PLANS AND THE "SPECIAL PROVISIONS" INCLUDED IN THE CONTRACT DOCUMENTS SHALL BE ADHERED TO. THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, LATEST EDITION, SHALL ALSO APPLY. SOIL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE “PROCEDURES FOR PROCEDURES FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL IN ILLINOIS AND AS DIRECTED BY THE VILLAGE/ENGINEER. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL HAVE ONE SET OF APPROVED PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES. CONTRACTOR SHALL HAVE ONE SET OF APPROVED PLANS AND SPECIFICATIONS ON SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES AND STORAGE OF EQUIPMENT OR MATERIALS THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES AND STORAGE OF EQUIPMENT OR MATERIALS TO THE AREAS SHOWN ON PLAN. ANY DAMAGE TO PROPERTY OR FENCES SHALL BE REPLACED IN KIND OR REPAIRED AT THE CONTRACTOR'S EXPENSE. NO STOCKPILES WILL BE ALLOWED OVERNIGHT OR OVER WEEKENDS. 5. THE CONTRACTOR, AT HIS EXPENSE, SHALL BE REQUIRED TEMPORARILY TO REMOVE AND RELOCATE THE CONTRACTOR, AT HIS EXPENSE, SHALL BE REQUIRED TEMPORARILY TO REMOVE AND RELOCATE STREET SIGNS WHICH INTERFERE WITH CONSTRUCTION OPERATIONS AND TO RE-ERECT THEM AT THE PROPER LOCATIONS AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. ANY SUCH SIGNS DAMAGED OR LOST BY THE CONTRACTOR WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WHERE SECTION OR SUB-SECTION MONUMENTS OR BENCHMARKS ARE ENCOUNTERED, THE ENGINEER WHERE SECTION OR SUB-SECTION MONUMENTS OR BENCHMARKS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL PROPERTY IRON PIPES AND MONUMENTS UNTIL AN AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATION. 7. REMOVE DIRT AND DEBRIS FROM THE STREET AT THE END OF THE DAY OR AS DIRECTED BY THE REMOVE DIRT AND DEBRIS FROM THE STREET AT THE END OF THE DAY OR AS DIRECTED BY THE ENGINEER. MECHANICAL STREET SWEEPING OF ALL AREAS DISTURBED SINCE THE LAST STREET SWEEPING MUST BE COMPLETED ONCE PER WEEK OR AS DIRECTED BY THE ENGINEER. 8. DISTURBANCE TO ALL LAWN AREAS SHALL BE MINIMIZED. TRENCHES SHALL BE BACKFILLED TO MATCH DISTURBANCE TO ALL LAWN AREAS SHALL BE MINIMIZED. TRENCHES SHALL BE BACKFILLED TO MATCH EXISTING GRADE. 9. ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION AS SHOWN ON THE PLANS SHALL RECEIVE A ALL LANDSCAPED AREAS DISTURBED BY CONSTRUCTION AS SHOWN ON THE PLANS SHALL RECEIVE A MINIMUM OF 4" TOPSOIL, AND SEED/BLANKET OR SOD. 10. THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND THE CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ADJACENT PROPERTIES AND THROUGH THE PROJECT AS DESCRIBED IN THE SPECIAL PROVISIONS. ALL PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE ADA COMPLIANT WITH ADA COMPLIANT DETECTABLE BARRICADES. 11. CONTRACTOR TO USE RUBBERIZED TRACKS AND TIRES WHEN USING HEAVY MACHINERY TO REDUCE THE CONTRACTOR TO USE RUBBERIZED TRACKS AND TIRES WHEN USING HEAVY MACHINERY TO REDUCE THE IMPACT ON THE SURFACE. DURA-MAT OR APPROVED EQUIVALENT ARE REQUIRED TO PREVENT DAMAGE TO THE SITE. 1. THE CONTRACTOR SHALL ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR THE LOCATION AND ANY THE CONTRACTOR SHALL ARRANGE WITH THE VARIOUS UTILITY COMPANIES FOR THE LOCATION AND ANY NECESSARY ADJUSTING OF THE OVERHEAD OR UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO START OF CONSTRUCTION. 2. THE LOCATION, SIZE AND DEPTH OF THE WATER MAINS, STORM SEWERS AND/OR VARIOUS UTILITIES, AS THE LOCATION, SIZE AND DEPTH OF THE WATER MAINS, STORM SEWERS AND/OR VARIOUS UTILITIES, AS SHOWN ON THE PLANS, ARE FROM THE LATEST AND BEST AVAILABLE INFORMATION TO THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE UTILITIES LOCATED. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH ALL UTILITY THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH ALL UTILITY COMPANIES IN ORDER TO MAINTAIN SERVICES DURING CONSTRUCTION AT NO ADDITIONAL EXPENSE TO THE CONTRACT. 4. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "JULIE" AT 811 FOR FIELD BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL "JULIE" AT 811 FOR FIELD LOCATIONS OF BURIED UTILITIES (48-HOURS NOTIFICATION IS REQUIRED). 5. ANY EXISTING OR PROPOSED UTILITY DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION IS THE ANY EXISTING OR PROPOSED UTILITY DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, TO THE SATISFACTION OF THE ENGINEER AND AT NO COST TO THE OWNER. 1. COARSE AGGREGATE TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN THREE COARSE AGGREGATE TRENCH BACKFILL WILL BE REQUIRED FOR THE FULL TRENCH DEPTH WITHIN THREE (3) FEET OF PROPOSED OR EXISTING PAVEMENTS, UTILITIES, DRIVEWAYS, AND SIDEWALKS. THE CONTRACTOR SHALL FURNISH, PLACE, COMPACT AND TRANSPORT COARSE AGGREGATE GRADATION CA-7/11 FOR PIPE BEDDING TO A MINIMUM DEPTH OF 4" BELOW THE BELL OF THE PIPE AND 12" ABOVE THE BELL OF THE PIPE. PIPE BEDDING UNDER THE REPLACEMENT PIPE SECTION SHALL BE COMPACTED TO PREVENT SETTLEMENT AND PROVIDE SUPPORT. THE TRENCH BACKFILL SHALL CONSIST OF GRANULAR MATERIAL MEETING IDOT CA-6 GRADATION FOR SANITARY SEWER PIPES. THE TRENCH BACKFILL SHALL BE COMPACTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. RECYCLED MATERIAL WILL NOT BE ALLOWED. 2. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALL TIMES FLOWS THROUGH THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO MAINTAIN AT ALL TIMES FLOWS THROUGH EXISTING STORM AND SANITARY SEWER SYSTEMS. 3. THE EXISTING STRUCTURES SHALL BE INSPECTED BEFORE CONSTRUCTION STARTS. DEBRIS DEPOSITED IN THE EXISTING STRUCTURES SHALL BE INSPECTED BEFORE CONSTRUCTION STARTS. DEBRIS DEPOSITED IN THE FLOW LINE OF ANY STRUCTURE OR GUTTER SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY. AT THE CLOSE OF CONSTRUCTION OPERATIONS ALL STRUCTURES SHALL BE FREE FROM DIRT AND DEBRIS. ANY ACCUMULATION OF MATERIAL IN THE STRUCTURE DUE TO CONSTRUCTION OPERATIONS SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE. 4. WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN WHEN EXISTING DRAINAGE FACILITIES ARE DISTURBED, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY OUTLETS AND CONNECTIONS FOR ALL PRIVATE OR PUBLIC DRAINS, SEWERS OR STRUCTURES. HE SHALL PROVIDE FACILITIES TO TAKE IN ALL STORM WATER WHICH WILL BE RECEIVED BY THESE DRAINS AND SEWERS, AND DISCHARGE THE SAME. HE SHALL PROVIDE AND MAINTAIN AN EFFICIENT PUMPING PLANT, IF NECESSARY, AND A TEMPORARY OUTLET. HE SHALL BE PREPARED AT ALL TIMES TO DISPOSE OF THE WATER RECEIVED FROM TEMPORARY CONNECTIONS UNTIL SUCH TIME AS THE PERMANENT CONNECTIONS WITH SEWERS ARE BUILT AND IN SERVICE. 5. THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY FOR DEWATERING THE CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT AND MATERIAL NECESSARY FOR DEWATERING TRENCH EXCAVATIONS AS WELL AS SHORING TRENCH WALLS DURING CONSTRUCTION. COMPLIANCE WITH THE ABOVE WILL BE INCLUDED IN THE COST OF CONSTRUCTION. 6. ANY EXISTING OR PROPOSED SEWER OR WATER SERVICES DAMAGED BY THE CONTRACTOR DURING ANY EXISTING OR PROPOSED SEWER OR WATER SERVICES DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE VILLAGE. 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. 2. ALL STREETS ADJACENT TO THE WORK SITE SHALL BE KEPT FREE OF DIRT, MUD AND DEBRIS. ALL STREETS ADJACENT TO THE WORK SITE SHALL BE KEPT FREE OF DIRT, MUD AND DEBRIS. 3. NO SEDIMENT WILL BE ALLOWED TO ENTER ADJACENT DITCHES OR STORM SEWERS. INLET FILTERS SHALL NO SEDIMENT WILL BE ALLOWED TO ENTER ADJACENT DITCHES OR STORM SEWERS. INLET FILTERS SHALL BE INSTALLED AND PROPERLY MAINTAINED DURING THE PROJECT. 4. UNLESS SOIL EROSION ITEMS ARE SPECIFICALLY REFERRED TO IN THE SPECIFICATIONS AS BID ITEMS UNLESS SOIL EROSION ITEMS ARE SPECIFICALLY REFERRED TO IN THE SPECIFICATIONS AS BID ITEMS (SUCH AS SILT FENCE, SEED/BLANKET, ETC.) THEY SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE CONTRACT. 5. ANY SOIL EROSION CONTROL MEASURES THAT ARE DEEMED NECESSARY BY THE VILLAGE ENGINEER ANY SOIL EROSION CONTROL MEASURES THAT ARE DEEMED NECESSARY BY THE VILLAGE ENGINEER SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. 1. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH IDOT SPECIFICATIONS, THE THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH IDOT SPECIFICATIONS, THE SPECIAL PROVISIONS, AND AS DIRECTED BY THE ENGINEER. 2. CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT WHEN WORK COMMENCES, THE CONTRACTOR CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT WHEN WORK COMMENCES, THE CONTRACTOR SHALL ASSUME THE MAINTENANCE OF ANY PAVEMENT, SHOULDERS, DRAINAGE FACILITIES, TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND OTHER APPURTENANCES ON ROADWAYS WITHIN THE LIMITS OF THE CONTRACT WHICH ARE TO BE USED BY THE PUBLIC DURING CONSTRUCTION AND TO RETAIN THIS MAINTENANCE RESPONSIBILITY UNTIL PROJECT COMPLETION. 3. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. NO WORK SHALL COMMENCE UNTIL TRAFFIC CONTROL REQUIREMENTS ARE MET TO THE SATISFACTION OF THE ENGINEER. 4. THE CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE OPERATIONAL AND THE CONTRACTOR SHALL ENSURE THAT ALL TRAFFIC CONTROL DEVICES ARE OPERATIONAL AND EFFECTIVE 24 HOURS A DAY, INCLUDING SUNDAYS AND HOLIDAYS. 5. ALL TRAFFIC CONTROL AND PROTECTION DEVICES SHALL BE CLEANED AND MAINTAINED AS NECESSARY ALL TRAFFIC CONTROL AND PROTECTION DEVICES SHALL BE CLEANED AND MAINTAINED AS NECESSARY THROUGHOUT THE DURATION OF THE CONTRACT. THIS SHALL BE INCLUDED IN THE COST OF TRAFFIC CONTROL AND PROTECTION PAY ITEM. 6. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS AND EGRESS FOR EMERGENCY VEHICLES THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS AND EGRESS FOR EMERGENCY VEHICLES AND RESIDENTS AT ALL TIMES DURING THE CONSTRUCTION PERIOD DURING CONSTRUCTION. GARBAGE TRUCKS MUST BE PERMITTED ACCESS TO THE WORK ZONE IN ORDER TO PICK UP RESIDENTIAL AND COMMERCIAL GARBAGE FOR THOSE PROPERTIES FRONTING THE WORK ZONE. IF GARBAGE TRUCK ACCESS IS NOT PROVIDED, THE CONTRACTOR WILL BE REQUIRED TO MOVE TRASH CONTAINERS TO AN ACCESSIBLE LOCATION WHICH WILL BE INCLUDED IN THE COST OF TRAFFIC CONTROL AND PROTECTION. 7. DURING CONSTRUCTION STAGING OPERATIONS, AFFECTED RESIDENTS SHALL BE GIVEN 48 HOURS NOTICE DURING CONSTRUCTION STAGING OPERATIONS, AFFECTED RESIDENTS SHALL BE GIVEN 48 HOURS NOTICE OF INTENDED WORK VIA A LETTER DISTRIBUTED TO THE RESIDENTS AND BUSINESSES BY THE CONTRACTOR. THE WRITTEN NOTICE SHALL BE APPROVED BY THE ENGINEER AND COORDINATED WITH THE VILLAGE PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. EXCAVATIONS OUTSIDE OF PAVEMENTS REMAINING OPEN OVERNIGHT SHALL BE PROTECTED EACH NIGHT; EXCAVATIONS OUTSIDE OF PAVEMENTS REMAINING OPEN OVERNIGHT SHALL BE PROTECTED EACH NIGHT; THIS MAY BE ACHIEVED BY BACKFILLING TO GRADE OR LIGHTED BARRICADES AND FENCING ON ALL SIDES. 1. ALL PAVING MATERIALS INCORPORATED INTO THE PROJECT SHALL BE FROM ILLINOIS DEPARTMENT OF ALL PAVING MATERIALS INCORPORATED INTO THE PROJECT SHALL BE FROM ILLINOIS DEPARTMENT OF TRANSPORTATION APPROVED STOCKPILES UNLESS OTHERWISE APPROVED BY THE ENGINEER. 2. THE CONTRACTOR SHALL SAW CUT ASPHALT PAVEMENT AND CONCRETE PAVEMENT AS INDICATED ON THE CONTRACTOR SHALL SAW CUT ASPHALT PAVEMENT AND CONCRETE PAVEMENT AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, TO SEPARATE THE EXISTING PAVEMENT TO BE REMOVED BY MEANS OF AN APPROVED CONCRETE SAW TO A DEPTH AS DIRECTED BY THE ENGINEER. SUITABLE GUIDELINES OR DEVICES SHALL BE USED TO ASSURE CUTTING A NEAT, STRAIGHT LINE AS SHOWN ON THE PLANS. CARE SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO DAMAGE THE REMAINING PAVEMENT DIRECTLY ADJACENT TO THE PAVEMENT TO BE REMOVED. ANY DAMAGE TO THE EXISTING PAVEMENT RESULTING FROM PAVEMENT REMOVAL OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THE PRICE OF SAW CUTTING, AS NOTED ABOVE, SHALL BE INCLUDED IN THE PARTICULAR PAY ITEMS. 3. A 2"X6" BOARD WILL BE USED AS A FORM FOR ALL SIDEWALKS TO BE INSTALLED FIVE INCHES (5") IN A 2"X6" BOARD WILL BE USED AS A FORM FOR ALL SIDEWALKS TO BE INSTALLED FIVE INCHES (5") IN THICKNESS. A 2"X8" BOARD WILL BE USED AS A FORM FOR ALL DRIVEWAYS TO BE INSTALLED SIX INCHES (6") IN THICKNESS. A 2"X10" BOARD WILL BE USED AS THE FORM FOR ALL PAVEMENTS TO BE INSTALLED EIGHT INCHES (8") IN THICKNESS. A 2"X12" BOARD WILL BE USED AS THE FORM FOR THE FACE OF THE GUTTER FLAGS TO BE INSTALLED TEN INCHES (10") IN THICKNESS. ALL FORMS MUST BE OF A MINIMUM HEIGHT OF THE PROPOSED THICKNESS OF THE RESPECTIVE CONCRETE ITEMS TO BE INSTALLED. 4. NO CONCRETE SHALL BE PLACED UNTIL ALL THE FORMS HAVE BEEN INSPECTED FOR LINE, GRADE AND NO CONCRETE SHALL BE PLACED UNTIL ALL THE FORMS HAVE BEEN INSPECTED FOR LINE, GRADE AND SUBGRADE CONDITIONS BY THE RESIDENT ENGINEER. INSPECTIONS SHALL BE ARRANGED AT LEAST TWENTY- FOUR HOURS IN ADVANCE OF ANY CONCRETE PLACEMENT. 5. PROTECTIVE COAT SHALL BE APPLIED TO ALL NEW GUTTER FLAGS, FACES AND TOPS OF CURBS; NEW PROTECTIVE COAT SHALL BE APPLIED TO ALL NEW GUTTER FLAGS, FACES AND TOPS OF CURBS; NEW P.C.C. SIDEWALKS, CONCRETE EDGING AND P.C.C. DRIVEWAY PAVEMENT, IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS" AND AS DIRECTED BY THE ENGINEER. 6. THE HOT-MIX BINDER COURSE WILL BE PLACED IN TWO (2) PASSES WITH A COLD JOINT LOCATED A THE HOT-MIX BINDER COURSE WILL BE PLACED IN TWO (2) PASSES WITH A COLD JOINT LOCATED A MINIMUM OF SIX INCHES (6") FROM THE CROWN LINE OF THE PAVEMENT. THE HOT-MIX ASPHALT SURFACE COURSE WILL BE PLACED IN TWO (2) PASSES WITH A COLD JOINT LOCATED AT THE CROWN LINE OF THE PAVEMENT. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE HIS OPERATIONS SO THAT NO SECTIONS OF PAVEMENT ALONG THE CROWN LINE WILL HAVE A COLD JOINT OVERNIGHT. 7. QA/QC OF PCC AND HMA MIXTURES WILL BE REQUIRED ON THIS CONTRACT. THE CONTRACTOR WILL BE QA/QC OF PCC AND HMA MIXTURES WILL BE REQUIRED ON THIS CONTRACT. THE CONTRACTOR WILL BE RESPONSIBLE FOR SCHEDULING AND ALL COSTS ASSOCIATED WITH ALL QC TESTING. 8. PAVING: THE HOT-MIX ASPHALT BINDER COURSE SHALL BE INSTALLED WITHIN THIRTY (30) CALENDAR PAVING: THE HOT-MIX ASPHALT BINDER COURSE SHALL BE INSTALLED WITHIN THIRTY (30) CALENDAR DAYS OF COMMENCEMENT OF PAVEMENT REMOVAL. 9. THE TOP OF CURBS SHALL BE DEPRESSED WHERE THE CURB AND GUTTER IS CONSTRUCTED AT THE TOP OF CURBS SHALL BE DEPRESSED WHERE THE CURB AND GUTTER IS CONSTRUCTED AT HANDICAP ACCESSIBLE SIDEWALK RAMPS AT ALLEY RETURNS AND STREET INTERSECTIONS, AND FOR PRIVATE AND COMMERCIAL DRIVES AND AS DIRECTED BY THE ENGINEER. 10. DETECTABLE WARNINGS SHALL BE INSTALLED AT HANDICAP ACCESSIBLE SIDEWALK RAMPS, AT ALLEY DETECTABLE WARNINGS SHALL BE INSTALLED AT HANDICAP ACCESSIBLE SIDEWALK RAMPS, AT ALLEY RETURNS, AND STREET INTERSECTIONS. THESE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE IDOT STANDARDS. 11. THREE QUARTER INCH (3/4") BITUMINOUS PREMOLDED INORGANIC FIBER EXPANSION JOINTS SHALL BE THREE QUARTER INCH (3/4") BITUMINOUS PREMOLDED INORGANIC FIBER EXPANSION JOINTS SHALL BE INSTALLED WHERE NEW SIDEWALK OR CURB AND GUTTER OR DRIVEWAY PAVEMENT ABUTS AN EXISTING CONCRETE WALK, DRIVE, OR CURB WHICH IS TO REMAIN IN PLACE, AND AT NOT LESS THAN SIXTY FOOT (60') INTERVALS AT LOCATIONS WHERE CURB REPLACEMENT IS IN EXCESS OF SIXTY FEET (60'); AT RADIUS POINTS, AT BOTH SIDES OF FRAMES AND GRATES WHICH FALL IN THE CURB; AND AS DIRECTED BY THE ENGINEER. 12. THE COSTS FOR REMOVAL OF ANY ASPHALT OVERLAY THAT EXTENDS INTO THE GUTTER PORTION OF THE COSTS FOR REMOVAL OF ANY ASPHALT OVERLAY THAT EXTENDS INTO THE GUTTER PORTION OF THE CURB AND GUTTER WILL BE INCLUDED IN THE PRICE FOR COMBINATION CURB AND GUTTER REMOVAL. 13. PAVEMENT GRADES: THE PAVEMENT ELEVATIONS SHOULD MATCH THE EXISTING PAVEMENT GRADES PAVEMENT GRADES: THE PAVEMENT ELEVATIONS SHOULD MATCH THE EXISTING PAVEMENT GRADES UNLESS OTHERWISE INDICATED IN THE PLANS.

SHEET

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PROJECT NO.

HORIZONTAL:

DESIGNED:

DRAWN:

CHECKED:

DATE:

SCALES

VERTICAL: STA. TO STA.

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Note: Pay item quantities contain buffer and may not match rehabilitation schedule quantities exactly.

SUMMARY OF QUANTITIES

ITEM NO. BID DESCRIPTION UNIT OF

MEASURE

TOTAL

QUANTITY

1 PRE-CONSTRUCTION SURFACE TELEVISING L SUM 1

2 PRE-CONSTRUCTION SEWER CLEANING AND TELEVISING LF 1,160

3 POINT REPAIR TIVERTON 1, PVC, ASTM D3034 SDR 26, 8", 6’ LENGTH, 15-17’ DEPTH L SUM 1

4 ADDITIONAL SANITARY SEWER, PVC, ASTM D3034 SDR 26, 8" LF 5

5 FENCE REMOVAL AND REPLACEMENT LF 110

6 TREE REMOVAL (6" TO 15" DIA.) EACH 1

7 TREE REMOVAL (OVER 15" DIA.) EACH 1

8 CUT PROTRUDING TAPS USING SCHWALM ROBOT EACH 2

9 CURED-IN-PLACE SEWER LINER, 8" DIAMETER LF 870

10 CURED-IN-PLACE SEWER LINER, 12" DIAMETER LF 290

11 INTERNAL SERVICE LATERAL REINSTATEMENT EACH 14

12 GROUT AND AIR TEST SERVICE CONNECTION, 5-FOOT EACH 14

13 TRAFFIC CONTROL AND PROTECTION L SUM 1

14 PROJECT MANAGEMENT HR 6

15 CONTINGENT CASH ALLOWANCE L SUM 1

Point Repair Name

Upstream Manhole

(USMH)

Downstream Manhole

(DSMH)

USMH Invert Depth

DSMH Invert Depth

Approximate Address

Pipe Diameter

(in.)

Pipe

Material Segment

Length (ft.)

PR from

USMH

Stationing of PR from

USMH

Length of PR (ft.)

Estimated Depth of PR

(ft.)

Number of Live Services w/in or near PR Defect Type Surface

Type Property Owner

Tiverton 1 J279 J280 14.4 27.9 1146 Tiverton Ct 8 ACP 286.2 278 2+74 -

2+80 6 15 - 17 1 Offset near

Downstream Drop

Connection

Backyard Private

POINT REPAIR SCHEDULE

AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

SUMMARY OF QUANTITIES AND POINT REPAIR SCHEDULE

SHEET

NO.

PROJECT NO.

HORIZONTAL:

DESIGNED:

DRAWN:

CHECKED:

DATE:

SCALES

VERTICAL: STA. TO STA.

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SANITARY SEWER REHABILITATION SCHEDULE

X013:X016 X013 X016 12 AC Golf Rd 286 285.5 8.6 14.8 X 5 2 0

17.8 9 X X

170 9 X X

A006:A007 A006 A007 8 AC Bladon Rd. 404.2 393.4 7.0 8.1 4 10 0

36 9 X X

37.5 3 X X

107.6 9 X X

109.7 3 X X X Roots

192.7 9 X X

194.4 3 X X

269 9 X X

269.3 3 X X X

356.4 9 X X

358.6 3 X X

J279:J280 J279 J280 8 AC/T Tiverton Ct. 286.2 555.1 14.4 27.9 X 4 0 4 1 278.0

67.7 2 Capped

122.7 2 Capped

149.2 3 Capped

259.9 3 Capped

J161:J164 J161 J164 8 AC S Salem Dr. 176 171.3 2.7 3.9 3 2 0

9.9 3 X X

106.2 3 X X

CIPP Lining Point Repairs Lateral Preparation, Reinstatement and Rehabilitation

Asset ID USMH DSMH Diameter

(in) Material Location Length (ft) TV Length

(ft)

USMH

Depth (ft)

DSMH

Depth (ft) Drop

DSMH

Lining

Priority Exhibit

Grid Number

Number of Active

Services

Number of Capped Services

Quantity PR from USMH (ft)

Lateral Location from USMH (ft)

DS Clock Position

Protruding Tap

Removal

Reinstate Lateral

Grouting Comments

AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

REHABILITATION SCHEDULE

SHEET

NO.

PROJECT NO.

HORIZONTAL:

DESIGNED:

DRAWN:

CHECKED:

DATE:

SCALES

VERTICAL: STA. TO STA.

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

POINT REPAIR LOCATIONS

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

POINT REPAIR - TIVERTON 1

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

SEWER REHABILITATION - GRID A

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

SEWER REHABILITATION - GRID B

SHEET

NO.

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

9 SEWER REHABILITATION - GRID C

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

SEWER REHABILITATION - GRID D

W GOLF RD

VA

LL

EY

LA

K E

D R

B U

SI

N

ES

S

LO

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BACK OF CURB

PAN OF CURB

BUSINESS

LOT

COUNTY TOTAL

SHEETS

SHEET

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1" = 15'

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AutoCAD SHX Text

286 LF CIPP LINING

AutoCAD SHX Text 4.14'

AutoCAD SHX Text 4.72'

AutoCAD SHX Text 5.31'

AutoCAD SHX Text 6.20'

AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

AutoCAD SHX Text

TRAFFIC CONTROL (1)

NOTES: 1. TRAFFIC CONTROL WILL BE IN ACCORDANCE WITH THE TRAFFIC CONTROL WILL BE IN ACCORDANCE WITH THE IDOT STANDARD DETAILS PROVIDED IN PLAN SHEETS 13 THROUGH 21. CONTRACTOR IS TO ADHERE TO IDOT PERMIT REGULATIONS WHILE PERFORMING CLEANING, LINING, AND TRAFFIC CONTROL OPERATIONS 2. REHABILITATION OF X013:X016 WILL BE TRENCHLESS, REHABILITATION OF X013:X016 WILL BE TRENCHLESS, AND NO EXCAVATION WILL BE REQUIRED WITHIN THE IDOT ROW.

SHEET

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (2)

SHEET

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (3)

SHEET

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (4)

SHEET

NO.

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (5)

SHEET

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (6)

SHEET

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (7)

SHEET

NO.

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (8)

SHEET

NO.

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AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (9)

SHEET

NO.

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SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

TRAFFIC CONTROL (10)

SHEET

NO.

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UTILITY TRENCH IN NON-PAVED AREAS DETAIL

NTS

UTILITY TRENCH IN PAVEMENT AREAS DETAIL

NTS

AutoCAD SHX Text

SMALL DIAMETER ACP SEWER REHABILITATION PROJECT

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

MIN.12" PLUS O.D. OF PIPE

AutoCAD SHX Text 12"

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

MAX 18" PLUS PIPE O.D. FOR TRENCHES <5'

AutoCAD SHX Text

MAX 36" PLUS PIPE O.D. FOR TRENCHES >5'

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

AutoCAD SHX Text

4" MIN. TOPSOIL & SOD

AutoCAD SHX Text

BACKFILL TO 12" ABOVE TOP OF PIPE SHALL CONSIST OF AGGREGATE CA 7

AutoCAD SHX Text

UNDERCUT UNSUITABLE AREAS WHERE DIRECTED AND REPLACE WITH AGGREGATE CA 7

AutoCAD SHX Text

1. ALL BACKFILL MATERIALS SHALL BE PROPERLY COMPACTED (INUNDATION OR WATER JETTING NOT ALLOWED) 2. ALL TRENCH EXCAVATIONS SHALL MEET OSHA REQUIREMENTS. 3. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321.

AutoCAD SHX Text USE INORGANIC SELECTED EXCAVATED MATERIAL WITHIN PARKWAY AREAS 3' PAST EDGE OF PAVEMENT

AutoCAD SHX Text

UTILITY PIPE

AutoCAD SHX Text

AutoCAD SHX Text

9" LIFT

AutoCAD SHX Text

9" LIFT

AutoCAD SHX Text PLACE BACKFILL MATERIAL IN 9" LIFTS (MAX) AND COMPACT EACH LIFT TO 90% OF MODIFIED PROCTOR DENSITY (ASTM D-1557)

AutoCAD SHX Text O.D.

AutoCAD SHX Text

CA 7 CRUSHED AGGREGATE (CA 11 0R CA13 FOR SANITARY)

AutoCAD SHX Text

4" MIN. AGGREGATE CA 7 (CA11 OR 13 FOR SANITARY) BEDDING (SEE NOTE #3)

AutoCAD SHX Text

TYPICAL FLAT/RECTANGULAR/ROLLED CURB INLET FILTER

AutoCAD SHX Text

TYPICAL CURB BOX INLET FILTER

AutoCAD SHX Text

TYPICAL ROUND INLET FILTER

AutoCAD SHX Text

STANDARD 2" OVERFLOW AREA

AutoCAD SHX Text MATERIALS: 1. FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT 2. SEDIMENT BAG - WOVEN GEOTEXTILE (TYPE FF OR APPROVED ALTERNATE); 2 CUBIC FT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME

AutoCAD SHX Text Note: Can slide 2 x 4 through flap if iron curb back not available for magnets.

AutoCAD SHX Text

REPLACEABLE WOVEN GEOTEXTILE SEDIMENT BAG

AutoCAD SHX Text INSTALLATION: : 1. REMOVE GRATE 2. DROP INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE

AutoCAD SHX Text

11 GAUGE STEEL SUSPENSION SYSTEM

AutoCAD SHX Text

STAINLESS STEEL CLAMPING BAND

AutoCAD SHX Text

2-PLY CURB GUARD FLAP WITH MAGNETIC TIE-DOWNS

AutoCAD SHX Text

STORM DRAIN INLET PROTECTION

AutoCAD SHX Text

LIFT HANDLES

AutoCAD SHX Text

LIFT HANDLES

AutoCAD SHX Text %%uTREE PROTECTION FENCING %%u

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text

8'-0" MAX

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

ANCHOR PLATES

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

BRIGHTLY COLORED

AutoCAD SHX Text

CONSTRUCTION FENCING

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

WIRE FENCING TO POSTS

AutoCAD SHX Text

MIN. OF THREE LOCATIONS

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

TREE PRESERVATION NOTES:

AutoCAD SHX Text PRIOR TO ANY CONSTRUCTION OR ANY TREE REMOVALS, THE CONTRACTOR SHALL ERECT A TREE PROTECTION FENCE AROUND ALL TREES TO BE PRESERVED. THE LOCATION AND DESIGN OF THE FENCE SHALL BE AS SHOWN ON THE DRAWING AND DETAILS. ALL TREE PROTECTION FENCING SHALL BE INSTALLED AND APPROVED BY THE VILLAGE PRIOR TO CONSTRUCTION.

AutoCAD SHX Text WITHIN THE TREE PROTECTION FENCING, THERE SHALL BE NO EQUIPMENT OR MATERIAL STORAGE, VEHICLE ACCESS OR CONSTRUCTION EQUIPMENT ACCESS.

AutoCAD SHX Text WITHIN THE TREE PROTECTION FENCING, THERE SHALL ALSO BE NO EXCAVATION, TRENCHING, CHEMICAL OR WATER DUMPING. ALL UTILITY LINES OR IRRIGATION LINES SHALL BE ROUTED AROUND THE TREE PROTECTION FENCING.

AutoCAD SHX Text OUTDOOR TOILET FACILITIES SHALL NOT BE LOCATED WITHIN TWENTY FEET (20') OF ANY TREE PROTECTION FENCING.

AutoCAD SHX Text THE TREE PROTECTION FENCING IS TO REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE FINISH GRADED AND READY FOR SOD, SEED OR PLANTING.

AutoCAD SHX Text

SPECIFIED ON PLAN

AutoCAD SHX Text

OF TREE CANOPY OR AS

AutoCAD SHX Text

POST LINE AT EDGE

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

AutoCAD SHX Text

MAX 18" PLUS PIPE O.D. FOR TRENCHES <5'

AutoCAD SHX Text

MAX 36" PLUS PIPE O.D. FOR TRENCHES >5'

AutoCAD SHX Text

BACKFILL TO 12" ABOVE TOP OF PIPE SHALL CONSIST OF AGGREGATE CA 7

AutoCAD SHX Text

UNDERCUT UNSUITABLE AREAS WHERE DIRECTED AND REPLACE WITH AGGREGATE CA 7

AutoCAD SHX Text

SEE PAVEMENT PATCH DETAIL

AutoCAD SHX Text

4" MIN. AGGREGATE CA 7 (CA11 OR 13 FOR SANITARY) BEDDING (SEE NOTE #4)

AutoCAD SHX Text

AutoCAD SHX Text

1. TRENCH BACKFILL UNDER A PAVED SURFACE OR WITHIN THE ZONE OF INFLUENCE (3' FROM EDGE OF PAVEMENT) SHALL CONSIST OF: CONSIST OF: a) UNDER NEW PAVEMENT: 12" THICK PAVEMENT SUBGRADE (AGGREGATE CA 6 CAP) OVER AGGREGATE CA-7 TRENCH BACKFILL OR CONTROLLED LOW STRENGTH MATERIAL (CLSM) MIX 1 (ONLY IF REQUIRED BY CITY ENGINEERING) b) UNDER EXISTING PAVEMENT: SAME AS 'a' ABOVE c) UNDER PRIVATELY OWNED PAVEMENT: SAME AS 'a' ABOVE. 2. ALL MATERIALS SHALL BE PROPERLY COMPACTED PER SPECIFICATIONS (INUNDATION OR WATER JETTING NOT ALLOWED). 3. ALL TRENCH EXCAVATIONS SHALL MEET OSHA REQUIREMENTS. 4. BEDDING MATERIAL FOR PVC PIPE INSTALLATION SHALL COMPLY WITH ASTM D-2321. 5. IF APPROVED BY VILLAGE ENGINEERING, A ONE (1) INCH THICK STEEL PLATE SHALL BE PROVIDED AND MAINTAINED BY CONTRACTOR UNTIL THE SURFACE RESTORATION IS COMPLETE. THE PLATE SHALL BE PROTECTED FROM SLIDING AND PROVIDED WITH BITUMINOUS RAMPS IF REQUIRED BY CITY ENGINEERING. 6. PRIOR TO PLACEMENT OF PAVEMENT MATERIALS, THE EXISTING EXPOSED EDGES SHALL BE SAWCUT TO PROVIDE A SMOOTH CLEAN EDGE, FREE OF LOOSE MATERIAL. 7. THE PLACEMENT OF PAVEMENTS SHALL NOT BE ALLOWED WITHOUT PRIOR INSPECTION BY CITY ENGINEERING.

AutoCAD SHX Text

UTILITY PIPE

AutoCAD SHX Text

SEE NOTE #1

AutoCAD SHX Text O.D.

AutoCAD SHX Text

CA 7 CRUSHED AGGREGATE (CA 11 0R CA13 FOR SANITARY)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 12"

CA-7