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Home My Public Portal About61J25-PlansSHEET NO. OF SHEETS11 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 1WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 S U R V E Y E D P L O T T E D B Y D A T E N O T E B O O K N O . P L A N A L IG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F IL E N A M E P R O F IL E S U R V E Y E D P L O T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C T U R E N O T A T 'N S C H 'K D B Y D A T E N O T E B O O K N O . BENCHMARK DATA JO DAVIESS WINNEBAGO CARROLL OGLE BOONE MC HENRY LAKE DE KALB KANE COOK DU PAGE WHITESIDE LEE WILL KENDALL GRUNDY LA SALLE KANKAKEE HENRY BUREAU PUTNAM ROCK ISLAND MERCER KNOX H E N D E R S O N STARK MARSHALL PEORIA LIVINGSTON IROQUOIS FORD MC LEANFULTONMC DONOUGH WARREN TAZEWELL HANCOCK ADAMS SCHUYLER BROWN CASS MASON LOGAN DE WITT MENARD CHAMPAIGN VERMILION DOUGLAS PIATT MACON SANGAMON MORGAN SCOTT CHRISTIAN PIKE GREENE JERSEY MACOUPIN C A L H O U N SHELBY MOULTRIE MONTGOMERY COLES EDGAR CLARK CUMBERLAND JASPER CRAWFORD EFFINGHAM CLAY RICHLAND LAWRENCE WAYNE E D W A R D S W A B A S H BOND FAYETTE MARION CLINTON WASHINGTON JEFFERSON MADISON ST. CLAIR MONROE RANDOLPH PERRY FRANKLIN HAMILTON WHITE SALINE GALLATINJACKSON WILLIAMSON JOHNSON POPE HARDIN MASSACPULASKI ALEXANDER UNION WOODFORD LOCATION OF SECTION INDICATED THUS: - STEPHENSON AGENCY RESPONSIBLE FOR LETTING APPROVED 20 PASSED 20 20REVEW BASED ON LIMITED RELEASING FOR BID DEPUTY DIRECTOR OF HIGHWAYS, REGION 1 ENGINEER DISTRICT 1 ENGINEER OF LOCAL ROADS & STREETS JOINT UTILITY LOCATING INFORMATION FOR EXCAVATION 1-800-892-0123 0 0 50' 50' 100' 100' 1''= 50' 0 100'200' 1''= 100' 1''= 20' ON REDUCED PLANS, THE ABOVE SCALES MAY BE USED CONFORM TO STANDARD SCALES. IN MAKING MEASUREMENTS ENGINEERING SCALES, REDUCED SIZED PLANS WILL NOT FULL SIZE PLANS HAVE BEEN PREPARED USING STANDARD J.U.L.I.E. DIG NO: HIGHWAY PLANS PROPOSED UTILITY CONTACT INFORMATION Illinois Professional Design Firm # 184-001690 VILLAGE OF PLAINFIELD N A PERVILEE RD 59 127TH ST 119TH ST 111TH ST 135TH ST 143RD ST PLA IN FIELD B O O K RD MAIN ST ESIN GTO N RD HASSERT BLVD BOUGHTON RD103RD ST W EB B ER RD IL RT 126 RODEO DR248TH A VE LOCKPORT RD LOCATION MAP SCALE: 1'' = 1 MILE T O W N S H IP - 3 7 N O R T H 126 1 STA. 90+65.75 PLAINFIELD-NAPERVILLE ROAD BEGIN IMPROVEMENTS STA. 112+50.00 PLAINFIELD-NAPERVILLE ROAD END IMPROVEMENTS ELEVATION= 632.93 OSBM-1 BENCHMARK #2: ELEVATION= 625.28 RM #13 BENCHMARK #1: ELEVATION= 636.56 OSBM-3 BENCHMARK #4: ELEVATION= 638.54 OSBM-2 BENCHMARK #3: RANGE - 9 EAST CHICAGO, IL 60606 225 WEST WASHINGTON STREET 12TH FLOOR CONSULTING ENGINEERS & PLANNERS H.W. LOCHNER, INC. VILLAGE OF PLAINFIELD DEPARTMENT OF PUBLIC WORKS TRAFFIC DATA FOR LIST OF HIGHWAY STANDARDS, SEE SHEET NO. 2 FOR INDEX OF SHEETS, SEE SHEET NO. 2 SCALE: N/A STA. N/A TO STA. N/A INTERSECTION RECONSTRUCTION 30 COVER SHEET STA. 32+52.55 REAGAN BLVD END IMPROVEMENTS STA. 19+88.72 127TH STREET BEGIN IMPROVEMENTS 127TH STREET/REAGAN BOULEVARD = 1262.01 FEET (0.24 MILES) PLAINFIELD-NAPERVILLE ROAD = 2184.25 FEET (0.41 MILES) PROJECT GROSS AND NET LENGTH: WILL COUNTY WHEATLAND TOWNSHIP 127TH STREET/REAGAN BOULEVARD AND PLAINFIELD-NAPERVILLE ROAD 127TH STREET WEST LEG = 40 MPH REAGAN BOULEVARD EAST LEG = 35 MPH PLAINFIELD-NAPERVILLE ROAD = 45 MPH POSTED SPEED: 127TH STREET/REAGAN BOULEVARD = 45 MPH PLAINFIELD-NAPERVILLE ROAD = 45 MPH DESIGN SPEED: PV = 98%; SU = 2%; MU = 0% 127TH STREET/REAGAN BOULEVARD = 11,000 (2040) 127TH STREET (WEST LEG) = 8,850 (2019) REAGAN BOULEVARD (EAST LEG) = 7,400 (2019) PV = 98%; SU = 2%; MU = 0% PLAINFIELD-NAPERVILLE ROAD = 12,000 (2040) PLAINFIELD-NAPERVILLE ROAD (SOUTH LEG) = 7,400 (2019) PLAINFIELD-NAPERVILLE ROAD (NORTH LEG) = 9,950 (2019) ADT: 127TH STREET/REAGAN BOULEVARD = MAJOR COLLECTOR PLAINFIELD-NAPERVILLE ROAD = MAJOR COLLECTOR FUNCTIONAL CLASSIFICATION: (630)739-8819 RAY FOWLER ILLINOIS AMERICAN WATER (219)922-7017 TROY TOWESON ENBRIDGE ENERGY PARTNERS (832)-629-0045 MARK SACCOMONTO COMED (224)229-5850 TED WYMAN COMCAST (630)573-5703 STEVEN M PESOLA AT&T (630)226-8851 TOM PAWLOWICZ VILLAGE OF BOLINGBROOK (630)388-2903 SAKIBUL FORAH NICOR GAS LORI KEMPER METRO FIBERNET FINAL SUBMITTAL SECTION: 08-0004-00-WR VILLAGE OF PLAINFIELD WILL COUNTY CONTRACT: 61J25 LLI ONISI LICENSED PROFESSIONAL ENGINEER OF 062-053651 A N NEKcM .W WER D N A APPLIES TO SHEETS 1-73, 80-112 EXP. DATE 11/30/2023 NO. 062-053651 ANDREW W. MCKENNA, P.E. LLI ONISI LICENSED PROFESSIONAL ENGINEER OF 062-061264 B RAD J. NOACK APPLIES TO SHEETS 74-79 EXP. DATE 11/30/2023 NO. 062-061264 BRAD J. NOACK, P.E., S.E. S.N. 099-3113 D U PA G E RIVER FED ER A L A ID PRO G R A M EN G IN EER: CA RM EN E. RA M O S, P.E. SC H A U M B U RG , IL JOB NO. C-91-096-20 REAGAN BLVD. FROM STA. 25+57.58 TO STA. 32+52.55 127TH ST. FROM STA. 19+88.72 TO 25+57.58 = STA. 25+57.58 127TH STREET/REAGAN BLVD. STA. 99+99.94 PLAINFIELD-NAPERVILLE ROAD STD. NO.DESCRIPTION SCALE: N/A STA. N/A TO STA. N/A STD. NO.DESCRIPTION INDEX OF SHEETS, STANDARDS, AND GENERAL NOTES DISTRICT ONE STANDARDS GENERAL NOTES INDEX OF SHEETS HIGHWAY STANDARDS GENERAL NOTES DESCRIPTION WCDOT STANDARDS TS-05 TS-02 TC-26 TC-16 TC-13 TC-11 TC-10 BD-36 BD-32 BD-01 STANDARD TRAFFIC SIGNAL DESIGN DETAILS (7 SHEETS) MAST ARM MOUNTED STREET NAME SIGNS DRIVEWAY ENTRANCE SIGNING SHORT-TERM PAVEMENT MARKING LETTERS AND SYMBOLS DISTRICT ONE TYPICAL PAVEMENT MARKINGS RAISED REFLECTIVE PAVEMENT MARKERS (SNOW PLOW RESISTANT) TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, INTERSECTIONS AND ROADWAYS FIRE HYDRANT TO BE MOVED BUTT JOINTS AND HMA TAPER EQUAL TO 15' (4.5m) DRIVEWAY DETAILS - DISTANCE BETWEEN R.O.W. AND CURB OR EDGE GREATER THAN OR MINIMUM ACCESS DETAIL ON NONCURBED ROAD MINIMUM ACCESS DETAIL ON CURBED ROAD AGRICULTURAL ACCESS DETAIL (FIELD ENTRANCE) DETAIL FOR OTHER THREE LEGS) BUTT JOINT AND HMA TAPER DETAIL (ONLY USED ON NORTH LEG) (SEE D1 BUTT JOINT MINIMUM TYPICAL CROSS SECTION OFF-ROAD OPERATIONS 2L, 2W, 15' (4.5 m) TO 24" (600 mm) FROM PAVEMENT EDGE THEIR LOCATIONS. HIS AGENT OR AN AUTHORIZED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED SUBSECTION MONUMENTS OR PROPERTY OR REFERENCE MARKERS UNTIL THE OWNERS, THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR 6. PROJECT REPRESENTATIVE AND ASSISTANTS. OF THE ENGINEER SHALL ALSO APPLY TO THE ENGINEER'S CONSULTANTS, RESIDENT THE DATE OF COMPLETION. THE LIMITATIONS ON AUTHORITY AND RESPONSIBILITY CONTRACT DOCUMENTS, AND MONITOR THE CONTRACTOR'S PROGRESS AS RELATED TO OBSERVE IN GENERAL IF THE CONTRACTOR'S WORK IS IN CONFORMITY WITH THE ASSIST THE CONTRACTOR WITH INTERPRETATION OF THE PLANS AND SPECIFICATIONS, WORK. THE RPR WILL PROVIDE BASE LINES, BENCHMARKS AND REFERENCE POINTS, ASSIST THE ENGINEER IN PROVIDING JOB-SITE OBSERVATION OF THE CONTRACTOR'S THE ENGINEER WILL FURNISH A RESIDENT PROJECT REPRESENTATIVE (RPR) TO 5. COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. FORM, SHALL SUBMIT TO WCDOT A CERTIFICATION LETTER THAT CERTIFIES ON A WEEKLY BASIS WEEKLY FIELD REPORTS UTILIZING THE APPROPRIATE IDOT COPY OF ALL MATERIAL TESTING COMPANY RESULTS, SHALL SIGN AND PROVIDE WCDOT IDENTIFY THEIR ASSOCIATED IDOT CERTIFICATION, SHALL PROVIDE WCDOT WITH A THE RESIDENT ENGINEER SHALL PROVIDE WCDOT A LIST OF MATERIALS USED AND 4. WITH THE ENGINEER. VILLAGE UTILITY LOCATIONS AND SHALL COORDINATE ALL CONSTRUCTION OPERATIONS 1-815-436-3577 AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK TO OBTAIN THE CONTRACTOR SHALL NOTIFY THE VILLAGE PUBLIC WORKS DEPARTMENT AT 3. COST OF THE PROPOSED UTILITY CONSTRUCTION. BY THE CONTRACTOR. THE COST OF THIS EXPLORATION SHALL BE INCLUDED IN THE MATERIALS. ANY RELOCATION OR LOWERING OF UTILITIES SHALL BE COORDINATED WITH ANY PROPOSED UTILITIES PRIOR TO CONSTRUCTION AND ORDERING ANY EXISTING UTILITIES IF NECESSARY TO VERIFY GRADE CONFLICTS WILL NOT OCCUR BE SHOWN ON THE PLANS. THE CONTRACTOR SHALL ALSO VERIFY THE DEPTHS OF THE SURFACE UTILITIES, INCLUDING SPRINKLER SYSTEMS, EVEN THOUGH THEY MAY NOT CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR CONVENIENCE OF THE BIDDER AND THE ACCURACY IS NOT GUARANTEED. THE REPRESENTS ONLY THE OPINION OF THE VILLAGE AND IS ONLY INCLUDED FOR THE THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS 2. AND SEWER MAIN CONSTRUCTION IN ILLINOIS". TEST PROCEDURES FOR MATERIALS" AND THE "STANDARD SPECIFICATIONS FOR WATER THE IDOT GEOTECHNICAL MANUAL (ADOPTED DECEMBER 4TH, 2020), THE "MANUAL OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", ADOPTED JANUARY 1, 2023, 1, 2022" (REFERRED TO AS THE "STANDARD SPECIFICATIONS"), THE "SUPPLEMENTAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, ADOPTED JANUARY LATEST EDITION OF THE FOLLOWING STATE OF ILLINOIS SPECIFICATIONS: "THE PLANS, THE SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS, AND THE ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS IN THE 1. 000001-08 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS 001006 DECIMAL OF AN INCH AND OF A FOOT 280001-07 TEMPORARY EROSION CONTROL SYSTEMS 542201-02 542301-03 PRECAST REINFORCED CONCRETE FLARED END SECTION 601001-05 PIPE UNDERDRAINS 601101-02 CONCRETE HEADWALL FOR PIPE UNDERDRAIN 602001-02 CATCH BASIN, TYPE A 602011-02 CATCH BASIN, TYPE C 602301-04 INLET, TYPE A 602306-03 INLET, TYPE B 602401-07 PRECAST MANHOLE, TYPE A 4' (1.22 m) DIAMETER 602402-03 PRECAST MANHOLE, TYPE A 5' (1.52 m) DIAMETER 602406-11 PRECAST MANHOLE, TYPE A, 6' (1.8 m) DIAMETER 602411-09 PRECAST MANHOLE, TYPE A, 7' (2.1 m) DIAMETER 602601-06 PRECAST REINFORCED CONCRETE FLAT SLAB TOP 602701-02 MANHOLE STEPS 604001-05 FRAME AND LIDS, TYPE 1 604036-03 GRATE, TYPE 8 604086-05 FRAME AND GRATE, TYPE 23 604091-05 FRAME AND GRATE, TYPE 24 606001-08 CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER 606006-04 OUTLET FOR CONCRETE CURB AND GUTTER, TYPE B-6.24 (B-15.60) 630001-12 STEEL PLATE BEAM GUARDRAIL 631031-18 TRAFFIC BARRIER TERMINAL, TYPE 6 701001-02 OFF-ROAD OPERATIONS 2L, 2W, MORE THAN 15' (4.5 m) AWAY 701006-05 701011-04 OFF-ROAD MOVING OPERATIONS 2L, 2W, DAY ONLY 701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS 701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY 701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED 701701-10 URBAN LANE CLOSURE, MULTILANE INTERSECTION 701901-08 TRAFFIC CONTROL DEVICES 704001-08 TEMPORARY CONCRETE BARRIER 720001-01 SIGN PANEL MOUNTING DETAILS 720006-04 SIGN PANEL ERECTION DETAILS 720016-04 MAST ARM MOUNTED STREET NAME SIGNS 725001-01 OBJECT AND TERMINAL MARKERS 729001-01 APPLICATIONS OF TYPE A AND B METAL POSTS (FOR SIGNS & MARKERS) 780001-05 TYPICAL PAVEMENT MARKINGS 781001-04 TYPICAL APPLICATIONS RAISED REFLECTIVE PAVEMENT MARKERS 814001-03 HANDHOLES 814006-03 DOUBLE HANDHOLES 862001-01 UNINTERRUPTABLE POWER SUPPLY (UPS) 877001-08 STEEL MAST ARM ASSEMBLY AND POLE 16' THROUGH 55' 877011-10 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 16' THROUGH 55' 878001-11 CONCRETE FOUNDATION DETAILS 880001-01 SPAN WIRE MOUNTED SIGNALS AND FLASHING BEACON INSTALLATION 880006-01 TRAFFIC SIGNAL MOUNTING DETAILS 1 COVER 2 INDEX OF SHEETS, STANDARDS, & GENERAL NOTES 3 -15 SUMMARY OF QUANTITIES 16 -18 TYPICAL SECTIONS 19 -21 SCHEDULE OF QUANTITIES 22 ALIGNMENT TIES AND BENHCMARKS 23 REMOVAL PLAN 24 -26 PLAN AND PROFILE 27 -41 SUGGESTED MAINTENANCE OF TRAFFIC 42 -48 EROSION AND SEDIMENT CONTROL 49 -52 DRAINAGE PLAN AND PROFILE 53 -54 UTILITY RELOCATION PLAN 55 INTERSECTION DETAILS 56 -57 PAVEMENT MARKING AND SIGNING 58 -59 LANDSCAPING 60 -69 TRAFFIC SIGNALS 70 -73 BORING DETAILS 74 -79 STRUCTURAL 80 -96 DETAILS 97 -112 CROSS SECTIONS COORDINATED BY THE RESIDENT ENGINEER. PLAINFIELD IS TO PROVIDE STOCKPILING INFORMATION TO THE CONTRACTOR AS CONTRACTOR TO ASSUME 6" OF TOPSOIL EXCAVATION. THE VILLAGE OF 20. FERTILIZER SHALL BE USED (MIDDLE NUMBER SHOULD EQUAL 0). DUE TO THE PROXIMITY TO THE EXISTING WETLANDS. A PHOSPHORUS-FREE PHOSPHORUS FERTILIZER HAS BEEN INTENTIONALLY OMITTED FROM THE CONTRACT 19. GRADE BY THE END OF THE DAY. ADJUSTMENT, SIDEWALK REPAIR, AND CURB REPIAR WORK SHALL BE BACKFILLED TO ALL OPEN HOLE, BROKEN PAVEMENT AND TRENCES RESULTING FROM STRUCTURE 18. NOTES. REFER TO SPECIFICATIONS FOR ADDITIONAL CONDITIONS, STANDARDS, AND 17. REPLACED BY THE CONTRACTOR. ROADWAY NOT SPECIFIED TO BE REMOVED AND REPLACED SHALL BE REPAIRED OR ANY DAMAGE TO PAVEMENT, SIDEWALK, CURB OR ANY OTHER PORTION OF THE 16. PROPER EXECUTIONS OF THIS WORK. COMPLY WITH CODES APPLICABLE TO THIS WORK. SECURE AND PAY FOR PERMITS, FEES AND INSPECTIONS NECESSARY FOR THE 15. DEFICIENCIES. FOR UNAUTHORIZED CHANGES OR EXTRA WORK REQUIRED TO CORRECT UNREPORTED INFORMATION SHWON IN THE CONTRACT DOCUMENTS. THE OWNER IS NOT RESPONSIBLE ANY CONCEALED CONDITIONS, MISTAKES, DISCREPANCIES OR DEVIATIONS FROM THE VERIFY SITE CONDITIONS AND INFORMATION ON DRAWINGS. PROMPTLY REPORT 14. THE ENGINEER. EACH LOCATION WIHIN A REASONABLE DISTANCE FROM THE WORK AS DETERMINED BY OCCURING AT SEVERAL LOCATIONS, ONE PORTABLE BATHROOM SHALL BE PLACED AS RELOCATED WHEN NECESSARY SO IT IS ACCESSIBLE TO WORKERS. IF WORK IS A PORTABLE BATHROOM(S) SHALL BE PLACED ON THE JOB SITE(S) AND 13. SPECIFICATIONS. CERTIFICATION LETTER THAT CERTIFIES COMPLIANCE WITH THE PLANS AND SHALL SUBMIT TO VILLAGE OF PLAINFIELD DEPARTMENT OF PUBLIC WORKS A WEEKLY BASIS WEEKLY FIELD REPORTS UTILIZING THE APPROPRIATE IDOT FORM, SIGN AND PROVIDE VILLAGE OF PLAINFIELD DEPARTMENT OF PUBLIC WORKS ON A PUBLIC WORKS WITH A COPY OF ALL MATERIAL TESTING COMPANY RESULTS, SHALL IDOT CERTIFICATION, SHALL PROVIDE VILLAGE OF PLAINFIELD DEPARTMENT OF OF PUBLIC WORKS A LIST OF MATERIALS USED AND IDENTIFY THEIR ASSOCIATED THE RESIDENT ENGINEER SHALL PROVIDE VILLAGE OF PLAINFIELD DEPARTMENT 12. THE PROOF ROLL. NOTIFY THE VILLAGE OF PLAINFIELD DEPARTMENT OF PUBLIC WORKS PRIOR TO DOING AGGREGATE SUB-BASE AND MUST BE OBSERVED BY A CERTIFIED TESTING COMPANY. A PROOF ROLL OF THE SUBGRADE IS REQUIRED PRIOR TO PLACING THE 11. FACE BETWEEN THE PROPOSED AND EXISTING. REMAIN IN PLACE SHALL BE SAW CUT FULL DEPTH TO PROVIDE A NEAT VERTICAL EXISTING PAVEMENT, PATH PAVEMENT, CURB AND GUTTER AND SIDEWALK TO 10. PUBLIC WORKS. INSTALLED TO THE SATISFACTION OF THE VILLAGE OF PLAINFIELD DEPARTMENT OF SHALL BE RE-SEEDED (CLASS 2A), FERTILIZED, AND EROSION CONTROL BLANKET ALL DISTURBED GROUND WITHIN THE VILLAGE OF PLAINFIELD RIGHT-OF-WAY 9. DELIVERIES. LEAST 48 HOURS PRIOR TO ANY CONCRETE OR HOT-MIX ASPHALT MATERIAL THE CONTRACTOR SHALL CONTACT THE LOCAL AGENCY MATERIAL INSPECTOR AT 8. REFUSE THE USE OF VILLAGE WATER IF DEEMED NECESSARY. TRANSPORT THIS WATER. THE VILLAGE RESERVES THE RIGHT TO RESTRICT OR CONTRACTOR SHALL PROVIDE THE WATER TRUCK AND DRIVER REQUIRED TO OBTAIN AND METERED OR OTHERWISE ACCOUNTED FOR AND A DAILY LOG MAINTAINED. THE FIRE HYDRANTS IS STRICTLY PROHIBITED. WATER FOR CONSTRUCTION SHALL BE LONG AS THERE IS NOT A "WATERING BAN" IN EFFECT. THE INDISRIMATE USE OF THE CONTRACTOR MAY OBTAIN MUNICIPAL WATER IN BULK, AT NO CHARGE, AS 7. THRU 36" (900 mm) DIAMETER SKEWED WITH ROADWAY REINFORCED CONCRETE END SECTIONS FOR PIPE CULVERTS, 15" (375 mm) SHEET NO. OF SHEETS11 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 2WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS113 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 3WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 20100110 TREE REMOVAL (6 TO 15 UNITS DIAMETER)UNIT 29 21 8 20100500 TREE REMOVAL, ACRES ACRE 0.25 0.25 20200100 EARTH EXCAVATION CU YD 17973 3657 3455 20200200 ROCK EXCAVATION CU YD 5 5 20201200 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CU YD 2441 2441 20400800 FURNISHED EXCAVATION CU YD 3040 1042 1998 20700220 POROUS GRANULAR EMBANKMENT CU YD 76 76 20800150 TRENCH BACKFILL CU YD 294 225 50 19 21001000 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 1399 855 215 329 21101505 TOPSOIL EXCAVATION AND PLACEMENT CU YD 4847 2242 1732 873 21101625 TOPSOIL FURNISH AND PLACE, 6"SQ YD 6117 4839 1278 25000210 SEEDING, CLASS 2A ACRE 1.25 1.25 0.75 25000400 NITROGEN FERTILIZER NUTRIENT POUND 265 93 107 65 25000600 POTASSIUM FERTILIZER NUTRIENT POUND 265 93 107 65 25100125 MULCH, METHOD 3 ACRE 3 1.5 1.25 0.25 3.25 10861 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS213 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 4WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 25100630 EROSION CONTROL BLANKET SQ YD 18129 8926 5740 3463 25100635 HEAVY DUTY EROSION CONTROL BLANKET SQ YD 931 931 28000250 TEMPORARY EROSION CONTROL SEEDING POUND 287 147 115 25 28000305 TEMPORARY DITCH CHECKS FOOT 100 100 28000400 PERIMETER EROSION BARRIER FOOT 6578 3003 2569 1006 28000500 INLET AND PIPE PROTECTION EACH 2 2 28000510 INLET FILTERS EACH 27 20 1 6 28001100 TEMPORARY EROSION CONTROL BLANKET SQ YD 400 400 28100105 STONE RIPRAP, CLASS A3 SQ YD 56 50 6 30300001 AGGREGATE SUBGRADE IMPROVEMENT CU YD 482 300 72 110 30300112 AGGREGATE SUBGRADE IMPROVEMENT 12"SQ YD 12167 6743 2143 3281 35101800 AGGREGATE BASE COURSE, TYPE B 6"SQ YD 713 713 35102400 AGGREGATE BASE COURSE, TYPE B 12"SQ YD 1156 977 179 35501308 HOT-MIX ASPHALT BASE COURSE, 6"SQ YD 444 294 150 40600275 BITUMINOUS MATERIALS (PRIME COAT)POUND 6566 3209 1973 1384 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS313 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 5WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 40600290 BITUMINOUS MATERIALS (TACK COAT)POUND 366 152 144 70 40603080 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 75 75 40603085 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 TON 4160 2037 1065 1058 40604060 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 TON 125 94 19 13 40604062 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 TON 1137 510 362 265 44000100 PAVEMENT REMOVAL SQ YD 13210 7808 3764 1638 44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2"SQ YD 2424 2424 44000200 DRIVEWAY PAVEMENT REMOVAL SQ YD 818 391 233 194 44000600 SIDEWALK REMOVAL SQ FT 4016 4016 48101600 AGGREGATE SHOULDERS, TYPE B 8"SQ YD 1416 1416 48101620 AGGREGATE SHOULDERS, TYPE B 10"SQ YD 364 364 50102400 CONCRETE REMOVAL CU YD 1.4 1.4 50104400 CONCRETE HEADWALL REMOVAL EACH 3 3 50105220 PIPE CULVERT REMOVAL FOOT 470 190 255 25 50200100 STRUCTURE EXCAVATION CU YD 28.4 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS413 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 6WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 50300225 CONCRETE STRUCTURES CU YD 50300255 CONCRETE SUPERSTRUCTURE CU YD 50800205 REINFORCEMENT BARS, EPOXY COATED POUND 2960 2960 52000110 PREFORMED JOINT STRIP SEAL FOOT 65 65 54213657 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"EACH 2 2 5421A018 PIPE CULVERTS, CLASS A, TYPE 1 18" (TEMPORARY)FOOT 44 20 24 5421A024 PIPE CULVERTS, CLASS A, TYPE 1 24" (TEMPORARY)FOOT 36 36 54261415 CONCRETE END SECTION, STANDARD 542001, 15", 1:4 EACH 3 1 2 54261418 CONCRETE END SECTION, STANDARD 542001, 18", 1:4 EACH 2 2 54263224 CONCRETE END SECTION, STANDARD 542011, 24", 1:2 EACH 1 1 542A0220 PIPE CULVERTS, CLASS A, TYPE 1 15"FOOT 25 25 542A0223 PIPE CULVERTS, CLASS A, TYPE 1 18"FOOT 70 70 550A0050 STORM SEWERS, CLASS A, TYPE 1 12"FOOT 62 62 550A0340 STORM SEWERS, CLASS A, TYPE 2 12"FOOT 91 62 13 16 550A0360 STORM SEWERS, CLASS A, TYPE 2 15"FOOT 521 521 9.9 9.9 6.6 6.6 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS513 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 7WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 550A0410 STORM SEWERS, CLASS A, TYPE 2 24"FOOT 205 23 182 550A0430 STORM SEWERS, CLASS A, TYPE 2 30"FOOT 196 196 550A0480 STORM SEWERS, CLASS A, TYPE 2 48"FOOT 343 343 550A0640 STORM SEWERS, CLASS A, TYPE 3 12"FOOT 49 49 550A4100 STORM SEWERS, CLASS A, TYPE 1 EQUIVALENT ROUND-SIZE 24"FOOT 56 56 55100500 STORM SEWER REMOVAL 12"FOOT 36 34 2 56400100 FIRE HYDRANTS TO BE MOVED EACH 2 1 1 59000200 EPOXY CRACK INJECTION FOOT 21 21 60100060 CONCRETE HEADWALLS FOR PIPE DRAINS EACH 8 2 4 2 60108206 PIPE UNDERDRAINS, TYPE 2, 6"FOOT 3400 2000 900 500 60108200 PIPE UNDERDRAINS 6" (SPECIAL)FOOT 300 200 50 60200805 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 8 GRATE EACH 1 1 60201330 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 23 FRAME AND GRATE EACH 2 2 60207605 CATCH BASINS, TYPE C, TYPE 8 GRATE EACH 1 1 60218400 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 4 2 2 50 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS613 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 8WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 60219000 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 8 GRATE EACH 4 4 60219530 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 23 FRAME AND GRATE EACH 1 1 60219540 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 24 FRAME AND GRATE EACH 1 1 60221100 MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 1 60222230 MANHOLES, TYPE A, 5'-DIAMETER, TYPE 23 FRAME AND GRATE EACH 1 1 60223800 MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2 1 1 60224005 MANHOLES, TYPE A, 6'-DIAMETER, TYPE 8 GRATE EACH 1 1 60224446 MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 2 2 60237460 INLETS, TYPE A, TYPE 23 FRAME AND GRATE EACH 11 8 3 60237470 INLETS, TYPE A, TYPE 24 FRAME AND GRATE EACH 1 1 60240215 INLETS, TYPE B, TYPE 1 FRAME, CLOSED LID EACH 1 1 60240327 INLETS, TYPE B, TYPE 23 FRAME AND GRATE EACH 3 2 1 60240328 INLETS, TYPE B, TYPE 24 FRAME AND GRATE EACH 1 1 60255800 MANHOLES TO BE ADJUSTED WITH NEW TYPE 1 FRAME, CLOSED LID EACH 5 5 60265700 VALVE VAULTS TO BE ADJUSTED EACH 5 5 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS713 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 9WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 60500040 REMOVING MANHOLES EACH 2 1 1 60600095 CLASS SI CONCRETE (OUTLET)CU YD 13 9 5 60604400 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 FOOT 3312 1206 60605000 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 FOOT 358 358 63000003 STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS FOOT 125 125 63100085 TRAFFIC BARRIER TERMINAL, TYPE 6 EACH 2 2 63100167 TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT EACH 2 2 63200310 GUARDRAIL REMOVAL FOOT 201 201 67000400 ENGINEER'S FIELD OFFICE, TYPE A CAL MO 10 10 67100100 MOBILIZATION L SUM 1 1 70106800 CHANGEABLE MESSAGE SIGN CAL MO 20 10 10 70300150 SHORT TERM PAVEMENT MARKING REMOVAL SQ FT 10869 5525 5335 9 70307120 TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE FOOT 30991 15113 15852 26 70307210 TEMPORARY PAVEMENT MARKING - LINE 24"- TYPE IV TAPE FOOT 228 202 26 70400100 TEMPORARY CONCRETE BARRIER FOOT 2792 1500 1292 2106 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS813 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 10WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 70400200 RELOCATE TEMPORARY CONCRETE BARRIER FOOT 4714 1779 2935 70600235 IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE), TEST LEVEL 2 EACH 2 1 1 70600255 IMPACT ATTENUATORS, TEMPORARY (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 EACH 10 5 5 70600320 IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE), TEST LEVEL 2 EACH 2 1 1 70600322 IMPACT ATTENUATORS, RELOCATE (FULLY REDIRECTIVE, NARROW), TEST LEVEL 2 EACH 13 6 7 72000100 SIGN PANEL - TYPE 1 SQ FT 76 53 9 14 72400100 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 17 15 1 1 72400310 REMOVE SIGN PANEL - TYPE 1 SQ FT 6 6 72500100 OBJECT MARKER - TYPE 1 EACH 2 2 73000100 WOOD SIGN SUPPORT FOOT 126 91 14 21 78000100 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 313 239 37 37 78000200 THERMOPLASTIC PAVEMENT MARKING - LINE 4"FOOT 6435 2594 2341 1500 78000400 THERMOPLASTIC PAVEMENT MARKING - LINE 6"FOOT 773 386 187 200 78000600 THERMOPLASTIC PAVEMENT MARKING - LINE 12"FOOT 690 89 601 78000650 THERMOPLASTIC PAVEMENT MARKING - LINE 24"FOOT 96 96 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS913 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 11WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 81028200 UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA.FOOT 103 103 81028220 UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" DIA.FOOT 114 114 81028240 UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA.FOOT 309 309 81400100 HANDHOLE EACH 3 3 81400300 DOUBLE HANDHOLE EACH 1 1 81702460 ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 3/0 FOOT 817 817 85100500 PAINT NEW TRAFFIC SIGNAL POST EACH 4 4 85100800 PAINT NEW COMBINATION MAST ARM AND POLE, UNDER 40 FOOT EACH 2 2 85100901 PAINT NEW COMBINATION MAST ARM AND POLE, 40 FOOT AND OVER EACH 2 2 87301225 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C FOOT 858 858 87301245 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C FOOT 790 790 87301255 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 7C FOOT 1559 1559 87301805 ELECTRIC CABLE IN CONDUIT, SERVICE, NO. 6 2 C FOOT 124 124 87301900 ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR, NO. 6 1C FOOT 1354 1354 87501200 TRAFFIC SIGNAL POST, 16 FT.EACH 4 4 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1013 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 12WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY 87702870 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 28 FT.EACH 1 1 87702880 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 30 FT.EACH 1 1 87702930 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 40 FT.EACH 1 1 87702960 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 46 FT.EACH 1 1 87800100 CONCRETE FOUNDATION, TYPE A FOOT 16 16 87800200 CONCRETE FOUNDATION, TYPE D FOOT 4 4 87800400 CONCRETE FOUNDATION, TYPE E 30-INCH DIAMETER FOOT 10 10 87800415 CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER FOOT 37 37 88030020 SIGNAL HEAD, LED, 1-FACE, 3-SECTION, MAST-ARM MOUNTED EACH 4 4 88030100 SIGNAL HEAD, LED, 1-FACE, 5-SECTION, BRACKET MOUNTED EACH 4 4 88030110 SIGNAL HEAD, LED, 1-FACE, 5-SECTION, MAST-ARM MOUNTED EACH 4 4 88200410 TRAFFIC SIGNAL BACKPLATE, LOUVERED, FORMED PLASTIC EACH 8 8 88700200 LIGHT DETECTOR EACH 4 4 88700300 LIGHT DETECTOR AMPLIFIER EACH 4 4 89502375 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 1 1 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1113 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 13WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY Z0012102 CONCRETE BRIDGE DECK SCARIFICATION 3/8 INCH SQ YD 695 695 Z0012193 BRIDGE DECK THIN POLYMER OVERLAY 3/8"SQ YD 695 695 Z0012754 STRUCTURAL REPAIR OF CONCRETE (DEPTH EQUAL TO OR LESS THAN 5 INCHES)SQ FT 73 73 Z0013798 CONSTRUCTION LAYOUT L SUM 1 1 Z0015802 PLUG EXISTING DECK DRAINS EACH 32 32 Z0016001 DECK SLAB REPAIR (FULL DEPTH, TYPE I)SQ YD 5 5 Z0016002 DECK SLAB REPAIR (FULL DEPTH, TYPE II)SQ YD 5 5 Z0016200 DECK SLAB REPAIR (PARTIAL)SQ YD 105 105 Z0030850 TEMPORARY INFORMATION SIGNING SQ FT 34 20 14 Z0033020 LUMINAIRE SAFETY CABLE ASSEMBLY EACH 4 4 Z0056608 STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH FOOT 71 71 Z0056610 STORM SEWER (WATER MAIN REQUIREMENTS) 15 INCH FOOT 110 110 Z0056612 STORM SEWER (WATER MAIN REQUIREMENTS) 18 INCH FOOT 129 129 Z0062002 SAW CUTTING, (FULL DEPTH)FOOT 1501 1501 Z0062456 TEMPORARY PAVEMENT SQ YD 6051 3459 2592 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1213 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 14WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY Z0073510 TEMPORARY TRAFFIC SIGNAL TIMING EACH 2 2 Z0076600 TRAINEES HOUR 500 500 Z0076604 TRAINEES TRAINING PROGRAM GRADUATE HOUR 500 500 X0324085 EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C FOOT 858 858 X0325682 PUMPABLE CONCRETE MIX CU FT X0327698 LED INTERNALLY ILLUMINATED STREET NAME SIGN EACH 4 4 X1200050 BOX CULVERT REMOVAL FOOT 36 36 X1200206 HOT-MIX ASPHALT SURFACE REMOVAL COMPLETE SQ YD 695 695 X1400081 FULL-ACTUATED CONTROLLER AND TYPE SUPER P CABINET (SPECIAL)EACH 1 1 X1400150 SERVICE INSTALLATION, GROUND MOUNTED, METERED EACH 1 1 X1400201 RADAR VEHICLE DETECTION SYSTEM, SINGLE APPROACH, STOP BAR EACH 4 4 X1400238 LUMINAIRE, LED, SPECIAL EACH 4 4 X1400424 ELECTRIC CABLE IN CONDUIT, STREET NAME SIGN, NO. 14 3C, TYPE SOOW FOOT 817 817 X2501800 SEEDING, CLASS 4 (MODIFIED)ACRE 1.25 0.5 0.75 X4021000 TEMPORARY ACCESS (PRIVATE ENTRANCE)EACH 8 2 6 2.8 2.8 SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1313 NO. CODE IDOT UNITITEM TOTAL LEGS) SOUTH AND (WEST - PLAINFIELD LEG) (NORTH WCDOT LEG) (EAST BROOK BOLING- SUMMARY OF QUANTITES SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =2.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 15WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20% STATE 80% FED 0003 ROADWAY X4022000 TEMPORARY ACCESS (COMMERCIAL ENTRANCE)EACH 2 2 X4024000 TEMPORARY ACCESS (FIELD ENTRANCE)EACH 2 2 X5030530 FLOOR DRAIN EXTENSION EACH 24 24 X6026050 SANITARY MANHOLES TO BE ADJUSTED EACH 5 2 1 2 X7010216 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)L SUM 1 1 X7810300 RECESSED REFLECTIVE PAVEMENT MARKER EACH 167 74 65 28 X8620200 UNINTERRUPTABLE POWER SUPPLY, SPECIAL EACH 1 1 EXISTING TYPICAL SECTIONS STA. N/A TO STA. N/A SCALE: N/A EXISTING LEGEND VARIES 0 TO 20'VARIES 40' TO 60'VARIES 40' TO 60' E X R O W 2' & VAR.12' & VAR.12' & VAR.2' & VAR. E X R O W E X E A S E M E N T ~ 127TH STREET B A B EXISTING TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD VAR. 0 TO 15'VARIES 33' TO 60'VARIES 33' TO 60' E X R O W E X R O W E X E A S E M E N T 2' & VAR.12' & VAR.12' & VAR.2' & VAR. 10' & VAR. EXISTING TYPICAL SECTION STA. 90+65.75 TO STA. 112+50.00 PLAINFIELD-NAPERVILLE ROAD B A B C SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION *NOTE: BRIDGE LIMITS ARE FROM STA. 20+38.27 TO STA. 22+49.87. STA. 19+88.72 TO STA. 32+52.55 127TH STREET/ REAGAN BOULEVARD EXISTING HMA SIDEWALKC EXISTING AGGREGATE SHOULDERB EXISTING HMA PAVEMENT (6"-12" APPROX.)A SHEET NO. OF SHEETS13 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 16WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 STA. N/A TO STA. N/A SCALE: N/A PROPOSED TYPICAL SECTIONS - PLAINFIELD-NAPERVILLE ROAD ~ PLAINFIELD-NAPERVILLE ROAD 12 16 14 7 4 2 8 12 11 12 1:4 4%2%2%2% VAR. 14.5'-24.5'VAR. 12.0'-18.5'8.0' E X R O W P R R O W E X R O W 0'-10.0' VAR. VAR. 0'-12.0'VAR. 33.0'-40.0'33.0'10.0' 45.0'43.0' PROPOSED TYPICAL SECTION NOTE 1 SEE NOTE 2 SEE ~ PLAINFIELD-NAPERVILLE ROAD 12 8 14 7 4 2 8 12 1:4 2%2%2%1:4E X R O W P R R O W E X R O W PROPOSED TYPICAL SECTION NOTE 2 SEE 24.5'VAR. 18.5'-20.5' PGL PGL 3.0' 45.0'VAR. 43.0'-53.0' 10.0'8.0' 7.0'2.0'12.0'33.0'33.0'10.0'-20.0' VAR. E X U T IL E A S E ~ PLAINFIELD-NAPERVILLE ROAD 12 9 7 5 1 E X R O W P R R O W E X R O W PROPOSED TYPICAL SECTION PGL NOTE 1: 1.5' PAVED SHOULDER INCLUDED IN WIDTH OF ROADWAY STA. 100+80.00 TO STA. 105+00.00 PLAINFIELD-NAPERVILLE ROAD 1.0' TYP.1.0' TYP. 1.5% MIN.1:2.75 1.5%4% 17 MIN. 2.0' 1:4 12 1:3 6.5'VAR. 21.5'-23.5'VAR. 20.5'-22.2' 1.0' TYP. VAR. 0'-25.0'VAR. 35.0'-60.0'VAR. 35.0'-60.0' 60.0' ~ PLAINFIELD-NAPERVILLE ROAD 17 1 E X R O W E X R O W PROPOSED TYPICAL SECTION PGL 1.5%1.5%4% 17 MIN. 2.0' 1:4 12 1:3 1.0' TYP. 4% 12 1:4 6.5'21.5'21.5'6.5' NOTE 2: CONTINUE DITCH GRADING TO STA. 115+40 NOTE 1: 1.5' PAVED SHOULDER INCLUDED IN WIDTH OF ROADWAY STA. 105+00.00 TO STA. 112+50.00 PLAINFIELD-NAPERVILLE ROAD 7 5 19 20 19 60.0'60.0' STA. 95+11 TO STA. 98+61. 18" STA. 91+61 TO STA. 95+11, 6" NOTE 2: LOCATION OF POROUS GRANULAR EMBANKMENT NOTE 1: SHARED-USE PATH BEGINS AT STA. 90+65.75 STA. 95+10.00 TO STA. 100+80.00 PLAINFIELD-NAPERVILLE ROAD 22 3 11 22 3 NOTE 1 SEE T E M P E A S E T E M P E A S E T E M P E A S E T E M P E A S E 13 2% VAR. 3.0'-10.0' 5% 10.0' VAR.1:4 & MAX1:3 MAX 1:3 2.0' MAX 1:3 MAX1:3 12 PGL 2% 3.0'PGL 7 5192013 STA. 95+11 TO STA. 98+61. 18" HAS BEEN PROVIDED). IN THE FIELD AT THE TIME OF CONSTRUCTION TO DETERMINE IF IT IS NEEDED. QUANTITY STA. 91+61 TO STA. 95+11, 6" (THIS UNDERCUT SHOULD BE EVALUATED BY THE CONTRACTOR NOTE 2: LOCATION OF POROUS GRANULAR EMBANKMENT NOTE 1: SHARED-USE PATH BEGINS AT STA. 90+65.75 STA. 90+65.75 TO STA. 95+10.00 PLAINFIELD-NAPERVILLE ROAD RESIDENT ENGINEER (TYP.) TO BE PLACED AT DIRECTION OF PIPE UNDERDRAIN 6" SPECIAL (60108200) PIPE UNDERDRAIN TYPE 2 6" (60108206) & SHEET NO. OF SHEETS23 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 17WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 PROPOSED LEGEND HOT-MIX ASPHALT MIXTURE REQUIREMENTS MIXTURE TYPE PAVEMENT DRIVEWAY (PRIVATE ENTRANCE) N70; 6" HOT-MIX ASPHALT BINDER COURSE,IL-19.0, IL-9.5, N70; 2" HOT-MIX ASPHALT SURFACE COURSE, MIX "D", DRIVEWAY (FIELD ENTRANCE) TEMPORARY PAVEMENT 4% @ 70 Gyr. 4% @ 70 Gyr. 4% @ 50 Gyr. 4% @ 50 Gyr. 4% @ 50 Gyr. 4% @ 70 Gyr. 4% @ 70 Gyr. QMP QC/QA QC/QA QC/QA QC/QA QC/QA QC/QA QC/QA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Ndes AIR VOIDS @ 22 N70 8"-12.25" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, IL-9.5, N70, 1.5"-2" HOT-MIX ASPHALT SURFACE COURSE, MIX "D, 4% @ 70 Gyr. 4% @ 70 Gyr. LR1030-2 QMP DESIGNATION: QUALITY CONTROL/QUALITY ASSURANCE (QC/QA) PER UNLESS MODIFIED BY RECLAIMED MATERIALS SPECIFICATIONS. 76-22" AND FOR NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" THE AC TYPE FOR POLYMERIZED HMA MIXTURES SHALL BE "SBS/SBR PG 2. QUANTITIES IS 112 LBS/SQ YD/IN. THE UNIT WEIGHT USED TO CALCULATE ALL HMA SURFACE MIXTURE 1. NOTES: HOT-MIX ASPHALT SHOULDER 8" 6" HOT-MIX ASPHALT BASE COURSE, COURSE, MIX "D", IL-9.5, N50, 2" HOT-MIX ASPHALT SURFACE MIX "D", N50, IL-9.5, 2.5" HOT-MIX ASPHALT SURFACE COURSE, HMA BINDER IL-19 mm, 8" COURSE, MIX "D", IL-9.5, N70, 2" HOT-MIX ASPHALT SURFACE QC/QA QC/QA 4% @ 50 Gyr. 4% @ 50 Gyr. COURSE,IL-19.0, N50; 2.5" HOT-MIX ASPHALT BINDER COURSE, MIX "D", IL-9.5, N50, 2" HOT-MIX ASPHALT SURFACE QC/QA QC/QA SHARED-USE PATH/WEST END OF PROJECT LIMITS HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 2.5" (40603080) CORRUGATED MEDIAN (60624600) HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH (X4401198) STRIP REFLECTIVE CRACK CONTROL TREATMENT (44300200) BITUMINOUS MATERIALS (PRIME COAT) (40600275) AGGREGATE SHOULDERS, TYPE B, 8" (48101600) AGGREGATE SHOULDERS, TYPE B, 10" (48101620) STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS (63000003) AGGREGATE SUBGRADE IMPROVEMENT (30300001) SAW CUTTING, (FULL DEPTH) (Z0062002) TOPSOIL PLACEMENT, 6" (21101625) POTASSIUM FERTILIZER NUTRIENT (25000600) NITROGEN FERTILIZER NUTRIENT (25000400) EROSION CONTROL BLANKET (25100630) SEEDING CLASS 2A OR 4 (SEE LANDSCAPING PLANS) (40604060) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 - 2" CONCRETE MEDIAN, TYPE SB-6.12 (60619600) (60605000) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (60604400) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 AGGREGATE SUBGRADE IMPROVEMENT, 12" (30300112) SUBBASE GRANULAR MATERIAL, TYPE B, 12" (31101810) (40603085) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 12.25" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 8" (40603085) AGGREGATE BASE COURSE, TYPE B 6" (35101800) (40604062) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 2" (40604062) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 1.5" STA. N/A TO STA. N/A SCALE: N/A PROPOSED TYPICAL SECTIONS - 127TH STREET 7 4 2 8 2%2%E X R O W P R T E M P G R A D IN G E A S E P R R O W E X R O W PROPOSED TYPICAL SECTION PGL 1.0' TYP. STA. 19+88.72 TO STA. 25+57.78 127TH STREET 12 121515 VAR. 13.8'-18.0'VAR. 13.9'-21.3' P R R O W P R T E M P G R A D IN G E A S E 0'-10.0' VAR. VAR. 0'-20.0'VAR. 40.0'-60.0'VAR. 40.0'-60.0'VAR. 0'-20.0'VAR. 0'-22.0' 60.0'60.0' 7 4 2 2%2% E X R O W P R T E M P G R A D IN G E A S E E X R O W PROPOSED TYPICAL SECTION 8 P R R O W 70.0'60.0' 8 0'-10.0' VAR. VAR. 40.0'-50.0'40.0'VAR. 0'-20.0' PGL 6 42 8 1.0' TYP. ~ 127TH STREET SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION NOTE: BRIDGE LIMITS ARE FROM STA. 20+38.27 TO STA. 22+49.87. ~ REAGAN BOULEVARD 18 24.0'23.0'9.0' VAR. 1:4-1:3 2%VAR. 1:4-1:3 2% 9.0' 12 12 VAR. 0'-9.8' VAR. 1:2-1:3 VAR. 1:2-1:3 2% VAR. 0'-9.8' 2% STA. 25+57.58 TO STA. 32+52.55 REAGAN BOULEVARD RESIDENT ENGINEER (TYP.) TO BE PLACED AT DIRECTION OF PIPE UNDERDRAIN 6" SPECIAL (60108200) PIPE UNDERDRAIN TYPE 2 6" (60108206) & SHEET NO. OF SHEETS33 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 18WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 PROPOSED LEGEND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 UNLESS MODIFIED BY RECLAIMED MATERIALS SPECIFICATIONS. 76-22" AND FOR NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" THE AC TYPE FOR POLYMERIZED HMA MIXTURES SHALL BE "SBS/SBR PG 2. QUANTITIES IS 112 LBS/SQ YD/IN. THE UNIT WEIGHT USED TO CALCULATE ALL HMA SURFACE MIXTURE 1. NOTES: HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 2.5" (40603080) CORRUGATED MEDIAN (60624600) HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH (X4401198) STRIP REFLECTIVE CRACK CONTROL TREATMENT (44300200) BITUMINOUS MATERIALS (PRIME COAT) (40600275) AGGREGATE SHOULDERS, TYPE B, 8" (48101600) AGGREGATE SHOULDERS, TYPE B, 10" (48101620) STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS (63000003) AGGREGATE SUBGRADE IMPROVEMENT (30300001) SAW CUTTING, (FULL DEPTH) (Z0062002) TOPSOIL PLACEMENT, 6" (21101625) POTASSIUM FERTILIZER NUTRIENT (25000600) NITROGEN FERTILIZER NUTRIENT (25000400) EROSION CONTROL BLANKET (25100630) SEEDING CLASS 2A OR 4 (SEE LANDSCAPING PLANS) (40604060) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 - 2" CONCRETE MEDIAN, TYPE SB-6.12 (60619600) (60605000) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (60604400) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 AGGREGATE SUBGRADE IMPROVEMENT, 12" (30300112) SUBBASE GRANULAR MATERIAL, TYPE B, 12" (31101810) (40603085) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 12.25" HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 8" (40603085) AGGREGATE BASE COURSE, TYPE B 6" (35101800) (40604062) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 2" (40604062) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 1.5" SHEET NO. OF SHEETS13 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 19WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCHEDULE OF QUANTITIES STA. N/A TO STA. N/A SCALE: N/A PLAINFIELD-NAPERVILLE ROAD EARTHWORK SCHEDULE EARTHWORK SCHEDULE LOCATION EXCAVATION EARTH SHRINKAGE (15%) ADJUSTED FOR EARTH EXCAVATION EMBANKMENT FURNISHED PLACEMENT AND EXCAVATION TOPSOIL PLACE (6") FURNISH AND TOPSOIL MATERIAL UNSUITABLE DISPOSAL OF REMOVAL AND SHORTAGE (-) WASTE (+) OR EARTHWORK BALANCE STATION STATION CU YD CU YD CU YD CU YD CU YD CU YDCU YD 90+50.00 90+65.75 0.00 0.00 0.00 0.00 0.00 0.000.00 90+65.75 91+00.00 36.43 30.97 0.00 30.97 12.53 0.000.00 91+00.00 91+50.00 112.78 95.86 0.00 95.86 40.41 0.000.00 91+50.00 92+00.00 157.49 106.56 0.00 106.56 40.52 0.0032.12 92+00.00 92+50.00 199.42 113.67 0.01 113.66 37.41 0.0065.69 92+50.00 93+00.00 210.77 120.89 8.45 112.44 40.28 0.0068.55 93+00.00 93+50.00 210.81 118.95 36.15 82.80 39.87 0.0070.88 93+50.00 94+00.00 239.17 140.57 41.34 99.23 39.47 0.0073.79 94+00.00 94+50.00 261.33 157.36 30.88 126.48 35.62 0.0076.21 94+50.00 95+00.00 286.01 173.54 28.09 145.45 57.80 0.0081.84 95+00.00 95+50.00 416.06 202.13 23.81 178.32 88.15 0.00178.26 95+50.00 96+00.00 506.78 201.01 30.03 170.97 88.62 0.00270.30 96+00.00 96+50.00 452.86 152.57 40.30 112.27 82.21 0.00273.37 96+50.00 97+00.00 418.13 121.69 58.48 63.21 77.58 0.00274.96 97+00.00 97+50.00 455.05 153.92 55.18 98.74 81.32 0.00273.96 97+50.00 98+00.00 492.62 182.42 30.31 152.11 86.41 0.00278.01 98+00.00 98+50.00 543.80 222.61 27.52 195.10 91.14 0.00281.90 98+50.00 99+00.00 453.02 265.48 27.92 237.56 96.95 0.00140.69 99+00.00 99+50.00 394.77 335.55 10.77 324.78 102.13 0.000.00 99+50.00 100+00.00 357.85 304.17 2.19 301.98 79.86 0.000.00 100+00.00 100+50.00 311.39 264.68 4.81 259.87 83.34 0.000.00 100+50.00 101+00.00 358.44 304.68 2.62 302.06 103.35 0.000.00 101+00.00 101+50.00 339.98 288.98 5.40 283.58 92.23 0.000.00 101+50.00 102+00.00 286.23 243.30 13.86 229.44 88.72 0.000.00 102+00.00 102+50.00 229.32 194.92 27.18 167.74 85.93 0.000.00 102+50.00 103+00.00 203.83 173.26 25.21 148.04 76.54 0.000.00 103+00.00 103+50.00 188.02 159.81 38.64 121.18 71.67 0.000.00 103+50.00 104+00.00 230.58 196.00 84.67 111.33 80.71 5.880.00 104+00.00 104+50.00 331.33 281.63 95.98 185.65 100.64 0.000.00 104+50.00 105+00.00 321.79 273.52 75.26 198.26 114.92 0.000.00 105+00.00 105+50.00 306.27 260.33 77.10 183.23 117.40 0.000.00 105+50.00 106+00.00 291.25 247.56 107.04 140.52 99.72 6.620.00 106+00.00 106+50.00 226.14 192.22 154.66 37.57 80.26 19.130.00 106+50.00 107+00.00 211.66 179.91 159.85 20.07 82.07 18.030.00 107+00.00 107+50.00 204.83 174.11 151.21 22.90 82.15 20.440.00 107+50.00 108+00.00 174.82 148.59 141.21 7.38 75.56 20.840.00 108+00.00 108+50.00 117.88 100.20 105.83 -5.63 67.66 11.890.00 108+50.00 109+00.00 92.65 78.75 88.26 -9.51 56.95 7.200.00 109+00.00 109+50.00 87.62 74.48 62.58 11.90 48.31 7.490.00 109+50.00 110+00.00 82.68 70.28 40.54 29.74 47.83 5.320.00 110+00.00 110+50.00 76.80 65.28 22.38 42.89 50.31 1.300.00 110+50.00 111+00.00 75.27 63.98 15.21 48.77 51.51 0.000.00 111+00.00 111+50.00 71.73 60.97 28.34 32.62 48.77 5.020.00 111+50.00 112+00.00 64.94 55.20 26.32 28.88 45.11 10.630.00 112+00.00 112+50.00 58.77 49.95 8.12 41.83 44.19 2.220.00 112+50.00 113+00.00 27.81 23.64 0.00 23.64 22.33 0.000.00 127TH STREET/REAGAN BOULEVARD EARTHWORK SCHEDULE EARTHWORK SCHEDULE LOCATION EXCAVATION EARTH SHRINKAGE (15%) ADJUSTED FOR EARTH EXCAVATION EMBANKMENT FURNISHED PLACEMENT AND EXCAVATION TOPSOIL PLACE (6") FURNISH AND TOPSOIL MATERIAL UNSUITABLE DISPOSAL OF REMOVAL AND SHORTAGE (-) WASTE (+) OR EARTHWORK BALANCE STATION STATION CU YD CU YD CU YD CU YD CU YD CU YDCU YD 22+00.00 22+50.00 64.67 54.97 24.33 30.63 16.28 34.350.00 22+50.00 23+00.00 113.60 96.56 357.02 -260.45 31.81 98.390.00 23+00.00 23+50.00 116.69 99.19 739.82 -640.63 32.43 125.110.00 23+50.00 24+00.00 118.76 100.94 793.72 -692.77 35.53 119.820.00 24+00.00 24+50.00 109.33 92.93 660.52 -567.59 37.88 105.030.00 24+50.00 25+00.00 123.58 105.04 314.13 -209.08 44.01 54.960.00 25+00.00 25+50.00 186.41 158.45 42.39 116.06 52.30 0.000.00 25+50.00 26+00.00 645.60 548.76 2.19 546.56 113.49 0.000.00 26+00.00 26+50.00 1174.62 998.42 0.00 998.42 162.89 0.000.00 26+50.00 27+00.00 1426.92 1212.88 0.00 1212.88 156.08 0.000.00 27+00.00 27+50.00 1390.35 1181.80 0.00 1181.80 154.00 0.000.00 27+50.00 28+00.00 1146.08 974.16 0.00 974.16 143.90 0.000.00 28+00.00 28+50.00 791.62 672.87 0.00 672.87 119.28 0.000.00 28+50.00 29+00.00 503.67 428.12 0.00 428.12 95.49 0.000.00 29+00.00 29+50.00 365.59 310.75 0.00 310.75 92.63 0.000.00 29+50.00 30+00.00 282.21 239.88 0.00 239.88 81.58 0.000.00 30+00.00 30+50.00 259.88 220.90 2.40 218.49 67.72 0.000.00 30+50.00 31+00.00 228.08 193.87 14.02 179.85 65.16 0.000.00 31+00.00 31+50.00 184.57 156.88 27.01 129.87 61.99 0.000.00 31+50.00 32+00.00 142.91 121.47 36.69 84.79 58.49 0.000.00 32+00.00 32+50.00 118.50 100.73 45.89 54.84 57.33 0.000.00 32+50.00 33+00.00 41.21 35.02 24.61 10.42 29.22 0.000.00 33+00.00 33+50.00 0.00 0.00 0.00 0.00 0.00 0.000.00 TOTAL 2441 2014 12788737742654123136 TOTAL 9535 8105 3085 5020 1709 12780 *NOTE: TOTAL VALUE OF TOPSOIL FURNISH AND PLACE, 6" IS SHOWN IN SQ YD, TO MATCH PAY ITEM AND VALUES ON SOQ SHEETS. *NOTE: TOTAL VALUE OF TOPSOIL FURNISH AND PLACE, 6" IS SHOWN IN SQ YD, TO MATCH PAY ITEM AND VALUES ON SOQ SHEETS. SHEET NO. OF SHEETS23 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 20WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCHEDULE OF QUANTITIES STA. N/A TO STA. N/A SCALE: N/A 29 8 11 10 1 UNIT 20100110 INCHES DIAMETER) TREE REMOVAL (6 TO 15 REMOVAL SCHEDULE 0.25 0 0.25 0 0 ACRE 20100500 TREE REMOVAL, ACRES 7158 1638 839 1172 3510 SQ YD 44000100 PAVEMENT REMOVAL TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION 817 233 61 194 330 SQ YD 44000200 REMOVAL DRIVEWAY PAVEMENT 4016 0 0 0 4016 SQ FT 44000600 SIDEWALK REMOVAL 201 0 201 0 0 FOOT 63200310 GUARDRAIL REMOVAL 17 1 3 1 12 EACH 72400100 ASSEMBLY - TYPE A REMOVE SIGN PANEL 6 0 0 0 6 SQ FT 72400310 PANEL - TYPE 1 REMOVE SIGN 2424 0 0 2424 0 SQ YD X4401198 VARIABLE DEPTH SURFACE REMOVAL, HOT-MIX ASPHALT TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION SCHEDULE PAVEMENT MARKING AND SIGNING 74 14 24 9 29 SQ FT 72000100 SIGN PANEL - TYPE 1 2 0 2 0 0 EACH 72500100 OBJECT MARKER - TYPE 1 126 21 42 14 49 SQ YD 73000100 WOOD SIGN SUPPORT 96 0 0 0 96 FOOT 78000650 MARKING - LINE 24" THERMOPLASTIC PAVEMENT 817 37 120 37 119 SQ FT 78000100 SYMBOLS MARKING - LETTERS AND THERMOPLASTIC PAVEMENT 6434 1500 677 2340 1917 FOOT 78000200 MARKING - LINE 4" THERMOPLASTIC PAVEMENT 773 200 146 187 240 FOOT 78000400 MARKING - LINE 6" THERMOPLASTIC PAVEMENT 689 0 0 601 88 FOOT 78000600 MARKING - LINE 12" THERMOPLASTIC PAVEMENT 167 28 36 65 38 EACH X7810300 PAVEMENT MARKER REFLECTIVE RECESSED TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION PAVEMENT SCHEDULE 4836 1058 781 1741 1256 TON 40603085 8" COURSE, IL-19.0, N70 - HOT-MIX ASPHALT BINDER 10024 3281 2372 0 4371 SQ YD 31101810 MATERIAL, TYPE B, 12" SUBBASE GRANULAR 1137 265 196 362 314 TON 40604062 N70 COURSE, IL-9.5, MIX "D", HOT-MIX ASPHALT SURFACE 2143 0 0 2143 0 SQ YD 30300112 IMPROVEMENT, 12" AGGREGATE SUBGRADE 96 0 0 0 96 TON 20700220 EMBANKMENT POROUR GRANULAR TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION CURB AND GUTTER SCHEDULE 3312 1206 575 0 1530 FOOT 60604400 B-6.18 CURB AND GUTTER, TYPE COMBINATION CONCRETE 358 0 0 358 0 FOOT 60605000 B-6.24 CURB AND GUTTER, TYPE COMBINATION CONCRETE TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION SHOULDER SCHEDULE 1416 0 0 1416 0 SQ FT 48101600 TYPE B, 8" AGGREGATE SHOULDERS, 364 0 0 0 364 SQ FT 48101620 TYPE B, 10" AGGREGATE SHOULDERS, TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION MULTI-USE PATH SCHEDULE 977 0 0 0 977 SQ YD 35102400 TYPE B 12" AGGREGATE BASE COURSE, 60 0 0 0 60 TON 40604060 N50 COURSE, IL-9.5, MIX "D", HOT-MIX ASPHALT SURFACE 75 0 0 0 75 TON 40603080 COURSE, IL-19.0, N50 HOT-MIX ASPHALT BINDER SHEET NO. OF SHEETS33 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 21WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCHEDULE OF QUANTITIES STA. N/A TO STA. N/A SCALE: N/A TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION 57 13 5 19 20 TON 40604060 N50 COURSE, IL-9.5, MIX "D", HOT-MIX ASPHALT SURFACE DRIVEWAY SCHEDULE 75 150 68 0 144 SQ YD 35501308 COURSE, 6" HOT-MIX ASPHALT BASE 179 0 0 179 0 SQ YD 35102400 TYPE B 12" AGGREGATE BASE COURSE, TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION SCHEDULE MAINTENANCE OF TRAFFIC 6050 0 0 2592 3459 SQ YD 44000100 PAVEMENT REMOVAL 10868 9 0 5335 5525 SQ FT 70300150 MARKING REMOVAL SHORT TERM PAVEMENT 30990 26 0 15852 15113 FOOT 70307120 IV TAPE MARKING - LINE 4" - TYPE TEMPORARY PAVEMENT 227 0 0 26 202 FOOT 70307210 TYPE IV TAPE MARKING - LINE 24" - TEMPORARY PAVEMENT 2792 0 0 1292 1500 FOOT 7400100 BARRIER TEMPORARY CONCRETE 4714 0 0 2935 1779 FOOT 70400200 CONCRETE BARRIER RELOCATE TEMPORARY 2 0 0 1 1 EACH 70600235 2 REDIRECTIVE), TEST LEVEL TEMPORARY (FULLY IMPACT ATTENUATORS, 10 0 0 5 5 EACH 70600235 TEST LEVEL 2 REDIRECTIVE, NARROW), TEMPORARY (FULLY IMPACT ATTENUATORS, 2 0 0 1 1 EACH 70600320 2 REDIRECTIVE), TEST LEVEL RELOCATE (FULLY IMPACT ATTENUATORS, 13 0 0 7 6 EACH 70600235 TEST LEVEL 2 REDIRECTIVE, NARROW), RELOCATE (FULLY IMPACT ATTENUATORS, TOTALS STA 25+57.58 TO STA 32+52.55 STA 19+88.72 TO STA 25+57.58 127TH STREET/REAGAN BLVD. STA 100+00 TO STA 112+50 STA 90+65.75 TO STA 100+00 PLAINFIELD-NAPERVILLE ROAD LOCATION SCHEDULE (CONTINUED) MAINTENANCE OF TRAFFIC 6050 0 0 2592 3459 SQ YD Z0062456 TEMPORARY PAVEMENT 8 0 0 6 2 EACH X4021000 (PRIVATE ENTRANCE) TEMPORARY ACCESS 2 0 0 0 2 EACH X4022000 (COMMERCIAL ENTRANCE) TEMPORARY ACCESS 2 0 0 2 0 EACH X4024000 (FIELD ENTRANCE) TEMPORARY ACCESS SHEET NO. OF SHEETS11 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =200.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 22WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 10 9 110 + 0 0 111 112 113 114 POT Sta 83+32.54 8 4 8 5 + 0 0 8 6 8 7 8 8 POT Sta 88+79.67 8 9 9 0 + 0 0 9 1 12 13 14 15+00 P I S t a 15 + 4 2 .12 16 17 18 19 20+00 P O T S t a 2 0 + 0 3 .2 5 21 22 23 24 25+00 P O T S t a 2 5 + 5 7 .5 8 26 27 28 29 30+00 31 P I S t a 3 1+ 11.9 1 32 33 34 P I S t a 3 4 + 5 1.12 35+00 36 37 38 39 40+00 9 1 9 2 9 3 9 4 9 5 + 0 0 9 6 9 7 9 8 9 9 10 0 + 0 0 10 1 10 2 10 3 10 4 10 5 + 0 0 10 6 10 7 10 8 10 9 PI Sta 99+99.94 ALIGNMENT, TIES, & BENCHMARKS SCALE: 1"-100'STA. N/A TO STA. N/A WEST OF BRENTWOOD TRAIL SIDE OF 127TH STREET JUST TO THE CHAMBER BOX LOCATED ON THE SOUTH CONCRETE PAD FOR AMERITECH SPLICE 636.56X-CUT ON NORTHEAST CORNER OFOSBM-3 STREET CORNER OF PINTAIL ROAD AND 127TH CURB AND GUTTER AT THE SOUTHWEST 638.54SQUARE CUT ON WEST STUB OF CONCRETEOSBM-2 SOUTHEAST CORNER OF 127TH STREET 632.93MINI SPIKEIN POWER POLE AT THEOSBM-1 THE DUPAGE RIVER 127TH STREET BRIDGE LOCATED OVER NORTHEAST CONCRETE WINGWALL OF 625.28A CHISELED SQUARE ON TOP OF THERM#13 ELEV.DESCRIPTIONNO. DATUM: FEMA/NGVD 1929 ELEVATION BENCHMARKS ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ 127TH STREET POT STA. 25+57.58 127TH ST POT STA. 99+99.94 PLAINFIELD-NAPERVILLE RD = ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D MATCH LINE STA. 91+00 MATCH LINE STA. 109+00 MATCH LINE STA. 109+00 MATCH LINE STA. 91+00 0 100 200 300 SCALE IN FEET STA. 19+88.72 END IMPROVEMENT STA. 32+52.55 END IMPROVEMENT STA. 112+50.00 END IMPROVEMENTSTA. 90+65.75 END IMPROVEMENT PLAINFIELD-NAPERVILLE ROAD ALIGNMENT COORDINATES 1,026,702.831,818,487.01127+05.64POT 1,026,520.351,817,413.51116+16.75POT 1,026,249.381,815,819.5799+99.94POT 1,026,056.461,814,716.0488+79.67POT 1,025,962.241,814,177.0883+32.54POT EASTINGNORTHINGSTATIONPOINT ADJUSTMENT) "GRID". ZONE, NORTH AMERICAN DATUM OF 1983 (2011 ILLINOIS STATE PLANE COORDINATE SYSTEM, EAST BEARINGS AND DISTANCES SHOWN HEREON ARE ON THE PROJECT CONTROL: 77°55'56" 101°47'58" 78°12'2" 102°4'4" ~ REAGAN BOULEVARD 127TH STREET/REAGAN BOULEVARD ALIGNMENT COORDINATES 1,028,216.551,815,893.4845+26.14POT 1,027,142.291,815,853.1234+51.12POT 1,026,803.321,815,840.3931+11.91POT 1,026,249.381,815,819.5725+57.58POT 1,025,695.441,815,798.7620+03.25POT 1,025,234.641,815,781.4515+42.12POT 1,024,734.821,815,767.9110+42.12POT 1,023,692.891,815,748.250+00.00POT EASTINGNORTHINGSTATIONPOINT SHEET NO. OF SHEETS11 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =200.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 23WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 10 9 110 + 0 0 111 112 113 114 48" RCP 8 4 8 5 + 0 0 8 6 8 7 8 8 8 9 9 0 + 0 0 9 1 12 13 14 15+00 16 17 18 19 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 35+00 36 37 38 39 40+00 9 1 9 2 9 3 9 4 9 5 + 0 0 9 6 9 7 9 8 9 9 10 0 + 0 0 10 1 10 2 10 3 10 4 10 5 + 0 0 10 6 10 7 10 8 10 9 20 " W M 20" WM 20" WM 12 " W M 12 " W M 12 " S A N 12 " S A N 12 " S A N 36" SAN 36" SAN 36" SAN 20" WM 12 " R C P 12" RCP 15 " E Q U A L IZ E R R C P RCP12" BOX CULVERT 2' X 2' 12 " C M P 10" HDPE 6 " H D P E 8" HDPE 12 " R C P 12" R CP 12 " R C P 12" CMP21" CMP 24" CMP 15 " C M P 15 " C M P 12 " C M P 18" CMP 12 " C M P 4 8" R C P 10 " C M P 12" CMP 18 " R C P 12 " C M P 18 " R C P 12 " W M 20" WM 24" SS SCALE: 1"-100'STA. N/A TO STA. N/A ~ 127TH STREET ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D MATCH LINE STA. 91+00 MATCH LINE STA. 109+00 MATCH LINE STA. 109+00 MATCH LINE STA. 91+00 0 100 200 300 SCALE IN FEET STA. 19+88.72 END IMPROVEMENT STA. 32+52.55 END IMPROVEMENT STA. 112+50.00 END IMPROVEMENTSTA. 90+65.75 END IMPROVEMENT REMOVAL PLAN REMOVAL LEGEND (63200310) (126 FEET) GUARDRAIL REMOVAL (44000200) (45 SQ YD) DRIVEWAY PAVEMENT REMOVAL (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (44000200) (36 SQ YD) DRIVEWAY PAVEMENT REMOVAL (44000200) (103 SQ YD) DRIVEWAY PAVEMENT REMOVAL (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (44000200) (67 SQ YD) DRIVEWAY PAVEMENT REMOVAL (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (44000200) (30 SQ YD) DRIVEWAY PAVEMENT REMOVAL (44000200) (148 SQ YD) DRIVEWAY PAVEMENT REMOVAL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (44000200) (190 SQ YD) DRIVEWAY PAVEMENT REMOVAL (44000600) (1638 SQ FT) SIDEWALK REMOVAL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A (44000200) (76 SQ YD) DRIVEWAY PAVEMENT REMOVAL (7021 SQ YD) (WHOLE PROJECT) PAVEMENT REMOVAL (44000100) (X4401198) (2424 SQ YD) REMOVAL, VARIABLE DEPTH HOT-MIX ASPHALT SURFACE R O A D P L A IN F IE L D - N A P E R V IL L E ~ (63200310) (76 FEET) GUARDRAIL REMOVAL (55100500) (34 FT) STORM SEWER REMOVAL 12" REMOVING MANHOLES (60500040) (50105220) (54 FT) PIPE CULVERT REMOVAL (50105220) (36 FT) PIPE CULVERT REMOVAL (50105220) (30 FT) PIPE CULVERT REMOVAL (50105220) (48 FT) PIPE CULVERT REMOVAL(50105220) (24 FT) PIPE CULVERT REMOVAL (50105220) (81 FT) PIPE CULVERT REMOVAL (50105220) (24 FT) PIPE CULVERT REMOVAL (50104400) CONCRETE HEADWALL REMOVAL (50104400) CONCRETE HEADWALL REMOVAL (X1200050) (36FT) BOX CULVERT REMOVAL (50104400) CONCRETE HEADWALL REMOVAL (50105220) (30 FT) PIPE CULVERT REMOVAL (55100500) (9 FT) STORM SEWER REMOVAL 12" REMOVING MANHOLES (60500040) (0.25 ACRE) REMOVAL TREE TREE REMOVAL (4 10" TREES) (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL (72400100) (1 EACH) REMOVE SIGN PANEL ASSEMBLY - TYPE A ~ REAGAN BOULEVARD (50105220) (35 FT) PIPE CULVERT REMOVAL REMOVE SIGN PANEL - TYPE 1 (6 SQ FT) (1 EACH) ASSEMBLY - TYPE A REMOVE SIGN PANEL DECK. REMOVAL OF BRIDGE SHEETS FOR SEE STRUCTURAL TREE REMOVAL TREE REMOVAL (50105220) (25 FT) REMOVAL PIPE CULVERT - STA. 112+50) (40600982) REMOVAL, BUTT JOINT (STA. 111+50 BEGIN HOT-MIX ASPHALT SURFACE (50105220) (25 FT) PIPE CULVERT REMOVAL REMOVAL, 2" (44000157) BEGIN HOT-MIX ASPHALT SURFACE TREE REMOVAL (SIZE AS NOTED) TREE REMOVAL, ACRES (20100500) ITEM REMOVAL, AS NOTED LINEAR ITEM REMOVAL, AS NOTED SIDEWALK REMOVAL (44000600) DRIVEWAY PAVEMENT REMOVAL (44000200) HOT-MIX ASPHALT SURFACE REMOVAL, 2" (44000157) PAVEMENT REMOVAL (44000100) 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 6 10 6 6 3 6 4 0 2 4 4 8 3 6 3 6 S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\05_R oadw ay\D 1-S H T -H W L-R D Y -P LA N _ P R O F ILE _ 01.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 24WILL SHEET NO. OF SHEETS13 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 605 610 615 620 625 630 635 640 645 6 18 .7 0 P R E L E V 6 18 .9 6 6 2 4 .2 5 6 2 5 .0 9 6 2 5 .9 4 6 2 6 .7 8 6 2 7 .6 3 6 2 8 .4 7 6 2 9 .3 2 6 3 0 .16 6 3 1.0 1 6 3 1.7 2 6 3 2 .3 6 6 3 2 .8 4 6 3 3 .16 6 3 3 .3 3 6 3 3 .3 5 6 18 .18 6 18 .4 4 6 18 .7 0 6 18 .9 8 6 19 .4 0 6 19 .8 1 6 2 0 .2 2 6 2 0 .8 1 6 2 1.3 7 6 2 1.9 9 6 2 2 .6 4 6 2 3 .3 7 6 2 4 .14 6 2 5 .0 3 6 2 5 .7 9 6 2 6 .6 7 6 2 7 .5 9 6 2 8 .4 9 6 2 9 .3 7 6 3 0 .18 6 3 0 .9 2 6 3 1.5 0 6 3 2 .2 3 6 3 2 .8 4 6 3 3 .0 9 6 3 3 .2 6 6 3 3 .14 6 3 2 .9 5 E X E L E V 6 18 .5 2 V P I S T A . 9 3 + 4 8 .0 0 E L E V A T IO N 6 19 .9 9+0.52%+1.69% 425.00' V.C. K = 363 ex = 0.62' V P I S T A . 10 0 + 0 0 .0 0 E L E V A T IO N 6 3 1.0 1 +1.69% +1.42% V P I S T A . 10 2 + 2 5 .0 0 E L E V A T IO N 6 3 4 .2 1 +1.42%-0.74% 350.00' V.C. K = 162 ex = -0.94' + 3 5 .5 0 E L . 6 18 .8 8 + 6 0 .5 0 E L . 6 2 3 .5 8 + 5 0 .0 0 E L . 6 3 1.7 2 6 19 .2 8 6 19 .6 6 6 2 0 .11 6 2 0 .6 3 6 2 1.2 2 6 2 1.8 8 6 2 2 .6 1 6 2 3 .4 1 90+00 (+0.51%) M A TC H LIN E STA . 103+ 50 1 2 3 4 5 TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASE PR ROW EX ROW EX ROW PR ROW P R R O W E X R O W E X R O W ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P E E X R O W P R R O W E X R O W P R R O W ~ 12 7 T H S T R E E T PR ROW EX ROW EX ROW TEMP EASE TEMP EASE PR ROW EX ROW 14 .5 ' 8 ' 2 4 ' 18 ' 2 0 .5 ' 2 4 .5 ' 6 .5 ' 2 0 .5 ' 2 3 .5 ' 33.00' L 90+65.25 43.00' L 90+65.25 43.00' L 95+99.25 53.00' L 95+99.25 53.00' L 96+50.25 43.00' L 96+50.25 43.00' L 99+07.25 57.65' L 99+26.26 33.00' L 99+31.53 1 1 2 2 3 (OUTLET) (60600095) CLASS SI CONCRETE STANDARD 606006-04) TYPE B-6.24 (IDOT HIGHWAY CONCRETE CURB AND GUTTER TO MEET THE OUTLET FOR 10-FOOT C&G TRANSITION 2 45'R 35'R 50 'R 40'R PE PE PE 4 4 PE PE2 L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E N D T A P E R + 15 .7 5 ROW PR EASE TEMP + 4 0 .2 0 + 0 0 .0 0 + 2 1.5 1 450' TAPER @ 45:1 55.00 R 94+90.20 45.00 R 94+88.06 40.00 R 94+86.97 45.00 R 99+19.06 55.00 R 98+99.38 112.43 R 99+72.85 81.95 R 99+66.33 60.00 R 101+50.39 75.33 R 100+76.97 + 7 7 .5 7 + 4 5 .8 4 60.00 R 102+74.45 43.00' L 97+45.25 43.00' L 97+87.25 5 5 5 5 5 41.00' L 97+45.25 41.00 L 97+87.25410' TAPER @ 111.67:1 6 6 0 50 100 150 SCALE IN FEET 12 ' PLAN AND PROFILE - PLAINFIELD-NAPERVILLE ROAD SCALE: 1"-50'STA. 89+00 TO STA. 103+50 645 640 635 630 625 620 615 610 605 + 0 0 .0 0 20:1 TAPER 8 ' 5 ' 10 ' 10 ' 20:1 TAPER + 8 6 .8 6 + 6 0 .5 4 EASE TEMP 6 ' + 3 5 .7 5 2 0 .5 ' 260' TAPER @ 111.67:1 E X R O W EXISTING PROFILE GRADE PROPOSED PROFILE GRADE ~ R E A G A N B L V D . + 2 7 .7 0 + 3 6 .3 1 + 19 .9 1 + 7 1.8 9 + 0 7 .4 9 PROPOSED ROADWAY LEGEND (STA. 90+65.75-STA. 100+80.00) CONSTRUCTION LIMITS OF 24' 24'24' 24'24' TO STA. 112+50.00 CALLOUTS FROM STA. 100+80.00 SHEET FOR PAVEMENT PAY ITEM SEE NEXT PLAN AND PROFILE * AGGREGATE SHOULDERS, TYPE B, 8" (48101600) HOT-MIX ASPHALT BASE COURSE - 6" (35501308) HOT-MIX ASPHALT SURFACE COURSE, MIX "D", IL-9.5, N50 - 2" (40604060) AGGREGATE BASE COURSE, TYPE B 12" (35102400) HOT-MIX ASPHALY BINDER COURSE, IL-19.0, N50 2.5" (40603080) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5 MIX "D", N50 2" (40604060) AGGREGATE SHOULDERS, TYPE B, 10" (48101620) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 (60604400) SUBBASE GRANULAR MATERIAL, TYPE B, 12" (31101810) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 8" (40603085) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 2" (40604062) CONSTRUCTION LIMITS OF GUTTER BEGIN B-6.18 CURB AND +13.52 GUTTER CURB AND BEGIN B-6.24 ALONG CURB RADIUS B-6.24 CURB AND GUTTER TRANSITION B-6.18 TO (OUTLET) (60600095) CLASS SI CONCRETE PROFILE PROPOSED SHARED USE PATH P A T H P R O F IL E B E G IN S H A R E D U S E P A T H P R O F IL E E N D S H A R E D U S E P R P A T H 6 18 .5 3 6 18 .8 8 6 19 .4 4 6 2 0 .12 6 2 0 .3 7 6 2 0 .7 9 6 2 1.2 8 6 2 2 .3 0 6 2 2 .5 5 6 2 3 .19 6 2 4 .17 6 2 5 .0 1 6 2 5 .8 6 6 2 6 .7 0 6 2 7 .5 5 6 2 8 .3 9 6 2 9 .9 0 SLOPE SLOPING TO ROADWAY) ON INSIDE OF PATH (2% CROSS PGL FOR SHARED USED PATH APPROPRIATE PAVEMENT DESIGN. NEXT PLAN AND PROFILE SHEET FOR 100+80. PLEASE SEE CALLOUTS ON PAVEMENT DESIGN CHANGES AT STA. S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\05_R oadw ay\D 1-S H T -H W L-R D Y -P LA N _ P R O F ILE _ 02.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 25WILL SHEET NO. OF SHEETS23 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 33 333 3 333333 3 3 3 3 3 3 3 3 3 3 3 30 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 6 3 3 .2 1 6 3 2 .9 2 6 3 2 .5 5 6 3 2 .19 6 3 1.8 2 6 3 1.4 5 6 3 1.0 8 6 3 0 .7 2 6 3 0 .3 5 6 2 9 .9 8 6 2 9 .6 1 6 2 9 .2 4 6 2 8 .8 8 6 2 8 .5 1 6 2 8 .14 6 2 7 .7 7 6 2 7 .4 1 6 2 7 .0 4 6 2 6 .6 7 6 3 2 .7 9 6 3 2 .5 1 6 3 2 .0 8 6 3 1.6 9 6 3 1.2 7 6 3 0 .8 4 6 3 0 .5 3 6 3 0 .2 0 6 2 9 .8 1 6 2 9 .3 4 6 2 9 .15 6 2 8 .8 5 6 2 8 .4 3 6 2 8 .0 1 6 2 7 .6 6 6 2 7 .2 7 6 2 6 .8 6 6 2 6 .6 7 6 2 6 .3 4 6 2 5 .9 8 6 2 5 .6 8 6 2 5 .4 8 6 2 5 .3 1 6 2 5 .19 6 2 5 .2 5 6 2 5 .3 2 6 2 6 .6 7 + 0 0 .0 0 E L . 6 3 2 .9 2 113+00 114+00 115+00 -0.74% 116+00 (-0.69%) M A TCH LIN E STA . 103+ 50 PLAN & PROFILE - PLAINFIELD-NAPERVILLE ROAD SCALE: 1"-50' STA. 103+50 TO STA. ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW PR ROW EX ROW EX ROW EX ROW EX ROW E X R O W E X R O W EX ROW TEMP EASE TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD (OUTLET) (60600095) CLASS SI CONCRETE 1 2 3 4 5 6 FE FE 16' 16' 2 1.5 ' 2 1.5 ' 6 6 66 5 5 1 2 S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T S T A 112 + 5 0 .0 0 E N D W ID E N IN G A N D O V E R L A Y 233.38' TAPER 233.38' TAPER + 2 7 .0 0 60.00 R 104+83.32 62.00 R 105+47.23 70.00 R 106+19.12 60.00 R 106+17.03 70.00 R 106+08.90 60.00 R 105+46.82 + 0 0 .0 0 B E G IN W ID E N IN G A N D O V E R L A Y E N D T A P E R 6 .5 ' 7 7 7 2 1.5 ' 2 1.5 ' 0 50 100 150 SCALE IN FEET W IN D IN G W A Y 6 .5 ' 6 0 .0 ' 6 0 .0 ' HIGHWAY STANDARD 606006-04) AND GUTTER TYPE B-6.24 (IDOT THE OUTLET FOR CONCRETE CURB 10-FOOT C&G TRANSITION TO MEET LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION S T A . 115 + 2 0 E N D D IT C H G R A D IN G 645 640 635 630 625 620 615 610 605 PROPOSED PROFILE GRADE EXISTING PROFILE GRADE + 7 7 .7 6 PROPOSED ROADWAY LEGEND (STA. 100+80.00 TO STA 112+50.00) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 1.5" (40604062) AGGREGATE SHOULDERS, TYPE B, 8" (48101600) AGGREGATE BASE COURSE, TYPE B, 12" (35102400) HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 - 2.5" (40604060) AGGREGATE BASE COURSE, TYPE B 6" (35101800) HOT-MIX ASPHALY BINDER COURSE, IL-19.0, N50 2.5" (40603080) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5 MIX "D", N50 2" (40604060) AGGREGATE SHOULDERS, TYPE B, 10" (48101620) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.24 (60605000) AGGREGATE SUBGRADE IMPROVEMENT, 12" (30300112) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 12.25" (40603085) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 1.5" (40604062) S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\05_R oadw ay\D 1-S H T -H W L-R D Y -P LA N _ P R O F ILE _ 03.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 26WILL SHEET NO. OF SHEETS33 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 1066 13 12 48 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 6 2 0 .4 8 6 2 1.4 3 6 2 2 .4 1 6 2 3 .3 8 6 2 4 .3 6 6 2 5 .3 4 6 2 6 .3 2 6 2 7 .3 0 6 2 8 .2 7 6 2 9 .2 2 6 3 0 .0 5 6 3 0 .8 8 6 3 0 .7 0 6 3 0 .8 5 6 3 1.5 6 6 3 2 .8 3 6 3 4 .3 7 6 3 5 .7 0 6 3 6 .6 3 6 3 7 .16 6 3 7 .4 2 6 3 7 .6 7 6 3 7 .9 2 6 3 8 .17 6 3 8 .4 2 6 19 .6 6 6 2 0 .6 6 6 2 5 .5 0 6 2 6 .5 8 6 2 7 .5 5 6 2 8 .6 4 6 2 9 .3 7 6 3 0 .16 6 3 0 .7 5 6 3 1.9 8 6 3 4 .3 4 6 3 5 .7 1 6 3 6 .6 1 6 3 7 .2 1 6 3 7 .6 0 6 3 8 .0 4 6 3 8 .13 6 3 8 .17 6 3 8 .2 5 6 3 8 .3 3 6 3 8 .3 8 6 3 8 .4 4 6 3 8 .6 7 6 3 8 .7 6 6 3 8 .9 5 6 3 9 .2 1 6 3 9 .3 2 6 2 1.5 9 6 2 2 .5 7 6 2 3 .5 5 6 2 4 .5 2 V P I S T A . 2 0 + 4 0 .8 7 E L E V A T IO N 6 2 1.2 5+1.49% +1.96% 6 2 0 .6 1 V P I S T A . 2 4 + 4 0 .6 7 E L E V A T IO N 6 2 9 .0 7 +1.96% +1.66% V P I S T A . 2 5 + 5 7 .5 8 E L E V A T IO N 6 3 1.0 1 +1.66%-1.00% V P I S T A . 2 5 + 6 8 .0 0 E L E V A T IO N 6 3 0 .9 1 -1.00% V P I S T A . 2 6 + 5 8 .0 0 E L E V A T IO N 6 3 0 .0 1 -1.00%+3.07% 180.00' V.C. V P I S T A . 2 8 + 8 0 .0 0 E L E V A T IO N 6 3 6 .8 2 +3.07% +0.50% 160.00' V.C. 6 3 8 .6 8 + 4 8 .0 0 E L . 6 3 2 .7 7 + 0 0 .0 0 E L . 6 3 4 .3 7 + 6 0 .0 0 E L . 6 3 7 .2 2 33+00 34+00 35+00 (+2.04%) (+0.17%) +1.49% +1.96% 6 2 0 .6 1 +1.96% +1.66% +1.66%-1.00% -1.00%-1.00% -1.00%+3.07% 180.00' V.C. K = 44 ex = 0.91' +3.07% +0.50% 160.00' V.C. K = 62 ex = -0.51' 6 3 8 .6 8 60.09' L 22+45.23 60.09' L 22+54.06 18 ' 18 ' 7 ' 18 ' 24' 40'R 35'R 45'R 50'R 1 2 3 A B C LIMITS OF CONSTRUCTION CONSTRUCTION LIMITS OF LIMITS OF CONSTRUCTION TEMP EASE PR ROW EX ROW EX ROW EX ROW PR ROW TEMP EASEEX ROW EX ROW E X R O W E X R O W E X R O W P R R O W PR ROW EX ROW EX ROW TEMP EASE EX ROW PR ROW T E M P E A S E P R R O W E X R O W T E M P E A S E E X R O W EX ROW E X R O W E X R O W ~ 127TH STREET ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D P IN T A IL R O A D L IM IT S B R ID G E O F R E S U R F A C IN G + 3 8 .2 7 150' TAPER @ 36:1 B E G IN T A P E R + 13 .6 1 265' TAPER @ 36:1 PE PE GUARDRAIL LEGEND A C A D C 2 1 2 1 1 2 12 60.09' L 25+34.36 60.00' L 23+65.44 82.00' L 22+55.24 82.00' L 22+44.44 60.00' R 22+53.26 L IM IT S O F R E C O N S T R U C T IO N + 4 9 .8 7 60.00' R 22+44.76 70.001' R 22+44.76 70.00' R 22+53.76 60.00' R 22+53.76 B E G IN T A P E R + 9 5 .7 5 60.00' R 24+85.80 81.65' R 24+96.15 50.00' R 26+61.86 50.00' R 27+90.08 80.00' R 27+90.08 50.00' R 28+50.08 80.00' R 28+50.08 40.00' L 28+49.99 60.00' L 28+50.07 60.00' L 26+47.07 L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 0 50 100 150 SCALE IN FEET PLAN & PROFILE - 127TH STREET SCALE: 1"-50'STA. N/A TO STA. N/A + 7 7 .13 + 3 5 .6 1 605 610 615 620 625 630 635 640 645 605 610 615 620 625 630 635 640 645 L IM IT S O F R E S U R F A C IN G + 8 8 .7 2 EXISTING PROFILE GRADE PROPOSED PROFILE GRADE 3 SEE NOTE 1 SHOWN ON THE PLANS. RESURFACING WILL BEGIN AND END AT THE TIE -IN POINT BEYOND THE 6' WEST OF THE BRIDGE, ROADWAY ACCOMMODATE BRIDGE WORK. ADDITIONAL 6' OF PAVEMENT RECONSTRUCTION TO BEYOND THE WEST BRIDGE LIMIT, THERE WILL BE AN NOTE 1 ~ REAGAN BOULEVARD 2 4 ' 2 3 ' LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION D U P A G E R IV E R 50.00' R 26+30.69EASETEMP TRAFFIC BARRIER TERMINAL, TYPE 1 (SPECIAL) TANGENT (63100167) STEEL PLATE BEAM GUARDRAIL, TYPE A, 9 FOOT POSTS (63000003) TRAFFIC BARRIER TERMINAL, TYPE 6 (63100085) PROPOSED ROADWAY LEGEND 24' 2 3 ' 2 4 ' HOT-MIX ASPHALT BASE COURSE - 6" (35501308) HOT-MIX ASPHALT SURFACE COURSE, MIX "D", IL-9.5, N50 - 2" (40604060) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 2.5" (40603080) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5 MIX "D", N50 2" (40604060) COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.18 (60604400) SUBBASE GRANULAR MATERIAL, TYPE B, 12" (31101810) HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N70 - 8" (40603085) HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N70 - 2" (40604062) 4 4 4 MAINTENANCE OF TRAFFIC GENERAL NOTES SUGGESTED STAGING MOT GENERAL NOTES AND SEQUENCE OF CONSTRUCTION SCALE: N/A STA. N/A TO STA. N/A MAINTENANCE OF TRAFFIC LEGEND TEMPORARY PAVEMENT MARKING LEGEND SYMBOLS - TYPE IV TAPE - WHITE (70307100) TEMPORARY PAVEMENT MARKING LETTERS AND IV TAPE - WHITE STOP LINE (70307210) TEMPORARY PAVEMENT MARKING - LINE 24" - TYPE TAPE - WHITE SOLID LINE (70307130) TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV (70307130) TAPE - WHITE DOTTED LINE, 2' LINE, 6' SPACE TEMPORARY PAVEMENT MARKING - LINE 6" - TYPE IV TAPE - YELLOW EDGE LINE (70307120) TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV TAPE - WHITE EDGE LINE (70307120) TEMPORARY PAVEMENT MARKING - LINE 4" - TYPE IV 1 2 3 4 5 6 PRESTAGE CONSTRUCT TEMPORARY PAVEMENT ALONG THE WEST SIDE OF PLAINFIELD-NAPERVILLE ROAD PRIOR TO STAGE 1 TO ACCOMMODATE THE TWO-WAY TRAFFIC NEEDED DURING STAGES 1 AND 2 USING IDOT STANDARD 701006-05. SHIFT TRAFFIC TO THE WEST SIDE OF PLAINFIELD-NAPERVILLE ROAD AND UTILIZE TEMPORARY PAVEMENT CONSTRUCTED IN PRESTAGE. DETOUR TRAFFIC ALONG 127TH STREET EAST OF PLAINFIELD-NAPERVILLE ROAD USING CONSTRUCT EAST SIDE OF PLAINFIELD-NAPERVILLE ROAD FOR LENGTH OF PROJECT ALONG THE CENTERLINE OF THE ROADWAY, EXCEPT AS NOTED IN MAINTENANCE OF TRAFFIC PLANS. SHIFT TRAFFIC TO THE EAST SIDE OF PLAINFIELD-NAPERVILLE ROAD, UTILIZING THE PERMANENT ROADWAY AS WELL AS TEMPORARY PAVEMENT/SHOULDER AS NOTED. CONSTRUCT THE WEST SIDE OF PLAINFIELD-NAPERVILLE ROAD AT THE CENTERLINE FOR THE DURATION OF THE PROJECT. REMOVE TEMPORARY PAVEMENT AND CONSTRUCT CURB AND GUTTER ALONG THE EAST SIDE OF PLAINFIELD NAPERVILLE ROAD, AS NOTED ON THE MAINTENANCE OF TRAFFIC PLANS. OF TRAFFIC PLANS. AGGREGATE FOR TEMPORARY ACCESS TEMPORARY ACCESS (FIELD ENTRANCE) (X4024000) TEMPORARY ACCESS (ROAD) (X40203000) (X4022000) TEMPORARY ACCESS (COMMERCIAL ENTRANCE) (X4021000) TEMPORARY ACCESS (PRIVATE ENTRANCE) (70600255) (FULLY-REDIRECTIVE, NARROW), TEST LEVEL 2 IMPACT ATTENUATORS, TEMPORARY TEMPORARY INFORMATION SIGNING (Z0030850) STAGING SIGN (NON-REDIRECTIVE), TEST LEVEL 2 (70600240) IMPACT ATTENUATORS, TEMPORARY TEMPORARY CONCRETE BARRIER (70400100) CHANGEABLE MESSAGE SIGN (70107025) DIRECTION OF TRAFFIC (FOR VEHICULAR TRAFFIC) FLASHING ARROW BOARD MONODIRECTIONAL LIGHTS TYPE III BARRICADE WITH FLASHING TUBULAR MARKER, SPACED @ 50' C-C FLASHING LIGHT, SPACED @ 50' C-C VERTICAL BARRICADE WITH MONODIRECTIONAL MONODIRECTIONAL LIGHT, SPACED @ 50' C-C TYPE II BARRICADE WITH STEADY BURN BURN MONODIRECTIONAL LIGHT, SPACED @ 50' C-C DIRECTION INDICATOR BARRICADE WITH STEADY DRUM, SPACED @ 50' C-C LIGHT, SPACED @ 50' C-C DRUM WITH STEADY BURN MONODIRECTIONAL TEMPORARY PAVEMENT (Z0062456) WORK ZONE TA (PE) TA (CE) TA (FE) TA (ROAD) STAGE 1B SHIFT TRAFFIC TO OUTER EXTENTS OF PLAINFIELD-NAPERVILLE ROAD AND UTILIZE TEMPORARY PAVEMENT CONSTRUCTED IN PRESTAGE AND STAGE 1. SHIFT TRAFFIC ALONG PLAINFIELD-NAPERVILLE ROAD AS NOTED ON THE MAINTENANCE THE MAINTENANCE OF TRAFFIC PLANS. CONSTRUCT CENTER PORTION OF PLAINFIELD-NAPERVILLE ROAD AS NOTED ON STAGE 1A STAGE 2A STAGE 2B CONSTRUCT REAGAN BLVD. EAST OF PLAINFIELD-NAPERVILLE ROAD. LOCATIONS. LANE USING 2L,2W CLOSURES. SEE EROSION AND SEDIMENT CONTROL PLANS FOR TEMPORARY PAVEMENT AND UNDER A PORTION OF THE SB PLAINFIELD-NAPERVILLE CONSTRUCT PORTIONS OF STORM SEWER AND CULVERT CROSSINGS UNDER DETOUR ROUTE STAGE 1A PLAN. DETOUR TRAFFIC ALONG REAGAN BOULEVARD WEST OF PLAINFIELD-NAPERVILLE ROAD USING DETOUR ROUTE STAGE 2A PLAN. ALL TIMES. SECTIONS, IN ORDER TO ALLOW TRAFFIC TO BE MOVING IN TWO DIRECTIONS AT CONTRACTOR TO CONSTRUCT THE INTERSECTION PORTION OF THE WORK IN THAN ONE HOUR. W21-1(0)-48 SIGNS TO BE REMOVED WHEN WORKERS ARE NOT PRESENT FOR MORE 11. CONSTRUCTION STAGES. CONTRACTOR TO KEEP OVERHEAD FLASHING RED IN USE DURING ALL 10. ALL SIGNS SHALL BE IN ACCORDNACE WITH MUTCD.9. THE IDOT SPECIFICATIONS. ONE LOCATION AT THE SAME TIME WILL NOT BE PERMITTED PER ARTICLE 701.18 OF EXCAVATION AND PAVEMENT WIDENING ON BOTH SIDES OF THE PAVEMENT AT ANY 8. THE VILLAGE RIGHT-OF-WAY. A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF ANY CONSTRUCTION WITHIN THE VILLAGE OF PLAINFIELD DEPARTMENT OF PUBLIC WORKS SHALL BE NOTIFIED 7. CONSTRUCTION WORK AT ALL APPROACHES OPEN TO TRAFFIC. OF 72 HOURS PRIOR TO COMMENCING THE WORK AND REMAIN THROUGHOUT THE ROADWAY OF THE PROJECT ACCORDING TO IDOT STANDARDS AND SHALL BE IN PLACE A MINIMUM PORTABLE/CHANGEABLE ELECTRONIC MESSAGE BOARDS SHALL BE USED IN ADVANCE 6. DEPARTMENT OF TRANSPORTATION SHALL BE USED. HOURS OF DARKNESS. ONLY LIGHTS THAT HAVE BEEN APPROVED BY THE ILLINOIS 1084.01 OF THE STANDARD SPECIFICATIONS. ALL LIGHTS MUST OPERATE DURING THE REQUIREMENTS FOR TYPE A-LOW INTENSITY FLASHING LIGHTS IN ARTICLE AS A MINIMUM, ALL AMBER FLASHING LIGHTS THAT ARE REQUIRED SHALL MEET 5. CONSTRUCTION. CONTRACTOR ARE IN PLACE AND OPERATING 24 HOURS EACH DAY DURING SIGNS, LIGHTS AND OTHER TRAFFIC CONTROL DEVICES INSTALLED BY THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BARRICADES, 4. EDITION OF THE ILLINOIS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ADOPTED JANUARY 1, 2022. THE DETAILS IN THESE PLANS, AND THE LATEST THE IDOT'S "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" ALL SIGNING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 3. TYPICAL PAVEMENT MARKINGS78001-05 TEMPORARY CONCRETE BARRIER704001-08 TRAFFIC CONTROL DEVICES701901-08 URBAN LANE CLOSURE, MULTILANE INTERSECTION701701-10 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED701501-06 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY701311-03 LANE CLOSURE 2L, 2W, SHORT TIME OPERATIONS701301-03 OFF-RD MOVING OPERATIONS 2L,2W, DAY ONLY701011-04 PAVEMENT EDGE OFF-RD OPERATIONS, 2L, 2W, 15' (4.5 M) TO 24" (600 MM) FROM 701006-05 OFF-RD OPERATIONS, 2L, 2W, MORE THAN 15' (4.5 m) AWAY 701001-02 TRAFFIC: THE FOLLLOWING IDOT STANDARDS WILL BE USED FOR THE MAINTENANCE OF 2. DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE AND FIELD ENTRANCES 1. SHEET NO. OF SHEETS115 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 27WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 1 N A P E R V IL L E R D . P L A IN F IE L D - N A P E R V IL L E R D . P L A IN F IE L D - IL RT. 126 SCALE: NTS STA. N/A TO STA. N/A 111TH ST. 119TH ST. E S S IN G T O N R D . IL R T . 5 9 135TH ST. 127TH ST. 119TH ST. IL R T . 5 9 111TH ST. B O O K R D . 10,2,8 9,2,8 2,8,4 2,8,6 2,8,5 2,8,7 2,8,5 2,8,4 2,8,6 1,8,4 1,8,6 10,2,8 1,8,4 1,8,5 1,8,1110,1,8 1,8,7 1,8,5 13,14 1,8,4 10,1,8 1,8,4 1,8,6 1,8,5 1,8,7 2,8,3 2,8,3 2,8,7 2,8,11 13 12 12,15 1,8,6 1,8,6 1,8,7 1,8,5 10,1,8 1,8,7 10 0 ' DETOUR - STAGE 1A REAGAN BOULEVARD SHEET NO. OF SHEETS215 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =4000.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 28WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETOUR 24" x 12" M3-3(0) WEST DETOUR 30" x 24" M4-9 DETOUR 30" x 24" M4-9R DETOUR 30" x 24" M4-9L DETOUR 30" x 24" M4-9Ra DETOUR 30" x 24" M4-9La 127th Street VAR x 6" W17-I100(0) AHEAD CLOSED ROAD 36" x 36" W20-3 1 2 3 4 5 6 7 8 9 SIGN 24" x 12" M3-1(0) EAST NO. KEY 10 DETOUR END 24" x 18" M4-8a 11 AHEAD DETOUR 36" x 36" W20-2 12 CLOSED ROAD 48" x 30" R11-2 THRU TRAFFIC TO ROAD CLOSED 60" x 30" R11-4 13 14 DETOUR 48" x 18" M4-1OR 15 48" x 18" M4-1OL NO. KEY SIGN DETOUR LEGEND DIRECTION OF TRAFFIC TYPE III BARRICADES WITH FLASHING LIGHTS CONSTRUCTION SIGNS KEY NUMBER WORK AREA 10 SCALE: NTS STA. N/A TO STA. N/A 1 N A P E R V IL L E R D . P L A IN F IE L D - N A P E R V IL L E R D . P L A IN F IE L D - IL RT. 126 2,8,3 10,2,8 9,2,8 2,8,4 2,8,6 2,8,5 2,8,7 2,8,5 2,8,7 2,8,4 2,8,6 1,8,4 1,8,6 10,2,8 2,8,11 1,8,5 10,1,8 1,8,7 1,8,3 1,8,4 1,8,5 1,8,5 1,8,7 1,8,11 10,1,8 1,8,7 1,8,5 12,14 12 1,8,4 1,8,6 10,1,8 1,8,4 1,8,6 1,8,5 1,8,7 2,8,3 2,8,3 10 0 ' 13,15 13 111TH ST. 119TH ST. 127TH ST. 135TH ST. IL R T . 5 9 E S S IN G T O N R D . 111TH ST. 119TH ST. B O O K R D . 135TH ST. IL R T . 5 9 DETOUR - STAGE 2A REAGAN BOULEVARD SHEET NO. OF SHEETS315 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =4000.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 29WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETOUR 24" x 12" M3-3(0) WEST DETOUR 30" x 24" M4-9 DETOUR 30" x 24" M4-9R DETOUR 30" x 24" M4-9L DETOUR 30" x 24" M4-9Ra DETOUR 30" x 24" M4-9La 127th Street VAR x 6" W17-I100(0) AHEAD CLOSED ROAD 36" x 36" W20-3 1 2 3 4 5 6 7 8 9 SIGN 24" x 12" M3-1(0) EAST NO. KEY 10 DETOUR END 24" x 18" M4-8a 11 AHEAD DETOUR 36" x 36" W20-2 12 CLOSED ROAD 48" x 30" R11-2 THRU TRAFFIC TO ROAD CLOSED 60" x 30" R11-4 13 14 DETOUR 48" x 18" M4-1OR 15 48" x 18" M4-1OL NO. KEY SIGN DETOUR LEGEND DIRECTION OF TRAFFIC TYPE III BARRICADES WITH FLASHING LIGHTS CONSTRUCTION SIGNS KEY NUMBER WORK AREA 10 SHEET NO. OF SHEETS415 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 30WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 3. 2. 1. TEMPORARY CONCRETE BARRIER FROM WORK ZONE. FROM WORK ZONE AND 2' BUFFER NEEDED FOR UNPINNED NEEDED FOR PINNED TEMPORARY CONCRETE BARRIER IDOT SAFETY AND POLICY MEMORANDUM, 5' BUFFER AND UNPINNED IN STAGE 2 FOR ALL ROADWAYS. PER TEMPORARY CONCRETE BARRIER IS PINNED IN STAGE 1 STANDARD 701006-05. TEMPORARY PAVEMENT EDGE PER IDOT HIGHWAY 2' MIN. FROM DRUM WITH STEADY BURNING LIGHT TO EXISTING PAVEMENT CROSS SLOPE. 1.5% MIN. FOR TEMPORARY PAVEMENT CROSS SLOPE, MATCH MAINTENANCE OF TRAFFIC LEGEND 1 2 3 4 5 6 A B C EXISTING HMA SIDEWALK EXISTING AGGREGATE SHOULDER EXISTING HMA PAVEMENT TEMPORARY EROSION CONTROL SEEDING TOPSOIL EXCAVATION AND PLACEMENT BURNING LIGHT CONE, DRUM, OR BARRICADE WITH STEADY TEMPORARY CONCRETE BARRIER YELLOW) PAVEMENT MARKING TAPE, TYPE IV 4" (SOLID WHITE) PAVEMENT MARKING TAPE, TYPE IV 4" (SOLID DIRECTION OF TRAFFIC TEMPORARY PAVEMENT WORK ZONE PRESTAGE TYPICAL SECTION STA. 104+19.98 TO STA. 112+50.00 STA. 90+65.75 TO STA. 96+72.45 PLAINFIELD-NAPERVILLE ROAD ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O W 1 A BA LANE THRU 2 2 2.0'20.8' 2.0' MIN. 11.0' 0.9'10' MIN. 2.0' 4 LANE THRU WORK ZONE 3:1 C PRESTAGE TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O W 1 A BA LANE THRU 2 2 2.0'10.8' 2.0' MIN. 11.0' 0.9'10' MIN. 2.0' 4 LANE THRU WORK ZONE 3:1 C STA. 96+72.45 TO STA. 104+19.98 PLAINFIELD-NAPERVILLE ROAD STAGE 1A TYPICAL SECTION STA. 104+19.98 TO STA. 112+50.00 STA. 90+65.75 TO STA. 96+72.45 PLAINFIELD-NAPERVILLE ROAD ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O WLANE THRU 2 2 LANE THRU 3:1 1 1 2.0' 3 2.0' 1.0' 11.0' 0.9' 11.0' 1.0' 1.875' 5.0' MIN. 49.5' WORK ZONE STAGE 1A TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O W STA. 96+72.45 TO STA. 104+19.98 PLAINFIELD-NAPERVILLE ROAD 3:1 2 21 LANE THRU LANE THRU 1 3 2.0' 1.0' 11.0' 0.9' 11.0' 1.0' 1.875' 5.0' MIN. 39.5' WORK ZONE 56 56 5656 MAINTENANCE OF TRAFFIC - TYPICAL SECTIONS STA. N/A TO STA. N/A SCALE: N/A SHEET NO. OF SHEETS515 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 31WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 3. 2. 1. TEMPORARY CONCRETE BARRIER FROM WORK ZONE. FROM WORK ZONE AND 2' BUFFER NEEDED FOR UNPINNED NEEDED FOR PINNED TEMPORARY CONCRETE BARRIER IDOT SAFETY AND POLICY MEMORANDUM, 5' BUFFER AND UNPINNED IN STAGE 2 FOR ALL ROADWAYS. PER TEMPORARY CONCRETE BARRIER IS PINNED IN STAGE 1 STANDARD 701006-05. TEMPORARY PAVEMENT EDGE PER IDOT HIGHWAY 2' MIN. FROM DRUM WITH STEADY BURNING LIGHT TO EXISTING PAVEMENT CROSS SLOPE. 1.5% MIN. FOR TEMPORARY PAVEMENT CROSS SLOPE, MATCH MAINTENANCE OF TRAFFIC LEGEND 1 2 3 4 5 6 A B C EXISTING HMA SIDEWALK EXISTING AGGREGATE SHOULDER EXISTING HMA PAVEMENT TEMPORARY EROSION CONTROL SEEDING TOPSOIL EXCAVATION AND PLACEMENT BURNING LIGHT CONE, DRUM, OR BARRICADE WITH STEADY TEMPORARY CONCRETE BARRIER YELLOW) PAVEMENT MARKING TAPE, TYPE IV 4" (SOLID WHITE) PAVEMENT MARKING TAPE, TYPE IV 4" (SOLID DIRECTION OF TRAFFIC TEMPORARY PAVEMENT WORK ZONE STAGE 2B TYPICAL SECTION STAGE 1B TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O W STA. 96+72.45 TO STA. 104+19.98 PLAINFIELD-NAPERVILLE ROAD 3:1 21 LANE THRU LANE THRU 56 ZONE WORK 2.0' 1.0' 11.0' 1.0' 1.875' 6.9' 10.0' 3.9' 1.875' 1.0' 11.0' 1.0' 2.0' STAGE 2A TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD E X R O W P R T E M P G R A D IN G E A S E E X R O W P R R O W STA. 90+65.75 TO STA. 112+50.00 PLAINFIELD-NAPERVILLE ROAD 3:1 LANE THRU ZONE WORK 1 13 29.5' 2.0' 1.875' 1.0' 11.0' 0.9' 11.0' 1.0' 2.0' LANE THRU MAINTENANCE OF TRAFFIC - TYPICAL SECTIONS STA. N/A TO STA. N/A SCALE: N/A STA. 96+72.45 TO STA. 99.3833+19.98 PLAINFIELD-NAPERVILLE ROAD ~ PLAINFIELD-NAPERVILLE ROAD 1:4 1:10 2%1:4 E X R O W P R R O W E X R O W LANE THRU LANE THRU P R T E M P G R A D IN G E A S E STAGE 2B TYPICAL SECTION ~ PLAINFIELD-NAPERVILLE ROAD 1:4 1:10 2%1:4 E X R O W P R R O W E X R O W LANE THRU LANE THRU P R T E M P G R A D IN G E A S E STA. 99+50.36 TO STA. 100+52.62 PLAINFIELD-NAPERVILLE ROAD 2.5'12.0'16.0'12.0'2.5' 1.0'10.5' .625' 1.875' 0.5' 10.0' 0.5' 1.875' 3.6' 12.0'2.5' 1 1 1 12222 ZONE WORK ZONE WORK ZONE WORK 33 56 56 SHEET NO. OF SHEETS615 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 32WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 85+00 86 87 88 89 M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 STA. TO STA. MAINTENANCE OF TRAFFIC - PRESTAGE SCALE: 1"-50' M A TCH LIN E STA . 103+ 50 M A TC H LIN E STA . 89+ 00 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE 0 50 100 150 SCALE IN FEET ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W 0 50 100 150 SCALE IN FEET EX ROW EX ROW EX ROW 1 2 1 2 12' MIN. TA (PE) 31.79' L 90+65.75 31.79' L 96+72.45 21.79' L 98+51.56 12' MIN.12' MIN. + 6 9 .8 3 + 7 8 .4 3 13.00' L 87+33.46 2 1 21.79' L 99+27.74 5 5 2 7 R 27 R + 5 0 .7 5 + 5 6 .4 5 + 2 8 .18 + 5 2 .6 2 21.79' L 100+35.95 24.67' L 100+51.61 21.82' L 102+46.76 31.79' L 104+19.98 31.79' L 112+50.00 22.32' L 114+34.24 + 3 3 .5 4 + 8 4 .5 9 + 5 3 .8 6 2 1 D R IV E W E IN H O L D 11' 10 ' M IN . 2 ' S T U B 11' 10 ' M IN . 11' 9 ' M IN . 11' 9 ' M IN . 11' SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. ADVANCE SIGNING DETAIL 1 HIGHWAY STANDARD 701611-01 200' MIN. SIGN SPACING PER IDOT W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48 W20-I103(0)-48 MARKING PAVEMENT WORK ZONE BEGINNING OF DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SEE ADVANCE SIGNING SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SEE ADVANCE SIGNING STOPR1-1-36 STOP R1-1-36 D1 STANDARD TC-26 ~ R E A G A N B L V D . 12' MIN. 12' MIN. W1-4L(0)-48 R1-3P ALL WAY ALL WAY STOP R1-1-36 R1-3PALL WAY STOPR1-1-36 R1-3P ALL WAY SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48W20-I103(0)-48 ADVANCE SIGNING DETAIL 1 MARKING PAVEMENT WORK ZONE BEGINNING OF SHEET NO. OF SHEETS715 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 33WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 MAINTENANCE OF TRAFFIC - PRESTAGE SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R + 2 7 .5 7 12.86' R 24+57.47 1 1 + 9 5 .11 + 13 .2 8 + 3 2 .15 + 2 8 .1112.70' L 25+07.35 12.85' R 24+78.14 5 2 ' S T U B 2 ' S T U B 200' MIN. PER TC-10 W20-I103(0)-48 AHEAD CONSTRUCTION ROAD M6-4(0)-2115 200' MIN. PER TC-10 AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 ~ REAGAN BLVD. ~ 127TH STREET STOPR1-1-36 R1-3P ALL WAY SHEET NO. OF SHEETS815 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 34WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 85+00 86 87 88 89 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 M A TCH LIN E STA . 103+ 50 SCALE: 1"-50'STA. N/A TO STA. N/A M A TCH LIN E STA . 89+ 00 M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EX ROW EX ROW 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET 2 47.59' R 88+61.88 TEMP EASE 11' 11' 11' 11' 11'11' 11' 11' 11' 11'11' 11' 1 1 2 1 2 1 2 1 + 7 9 .6 8 + 7 9 .6 8 + 5 9 .9 1 + 3 1.4 9 + 8 8 .2 5 46.70' R 88+92.09 11.02' R 89+14.15 19.50' R 89+01.05 + 2 4 .6 2 28.79' R 90+65.38 14.50' R 90+65.75 24.50' R 95+15.75 28.79' R 99+40.90 24.50' R 99+40.20 28.80' R 100+77.57 23.50' R 100+77.57 + 7 2 .4 2 + 5 1.4 0 + 5 0 .9 5 + 2 7 .7 4 + 3 5 .9 5 + 5 3 .3 3 + 2 0 .0 1 + 2 7 .7 5 + 3 4 .2 4 + 8 1.4 7 + 5 3 .5 0 + 9 8 .9 9 69.12' R 115+96.20 70.96' R 116+35.35 5 5 5 5 D R IV E W E IN H O L D + 9 7 .9 8 SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 SPEED LIMIT WORK ZONE END ADVANCE SIGNING DETAIL 2 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. ADVANCE SIGNING DETAIL 1 HIGHWAY STANDARD 701611-01 200' MIN. SIGN SPACING PER IDOT W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48 W20-I103(0)-48 MARKING PAVEMENT WORK ZONE BEGINNING OF DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SIGNING SEE ADVANCE DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SEE ADVANCE SIGNING 45' R 35' R 35' R 35'R 180' TAPER 330' TAPER 330' TAPER 175' TAPER 175' TAPER 185' TAPER 45' R 45' R + 2 3 .5 1 7 4 .8 7 145' TAPER 140' TAPER 305' TAPER 115' TAPER MAINTENANCE OF TRAFFIC - STAGE 1A W1-7(0)-4824 G20-I103-6036 200' MIN. MARKING PAVEMENT ZONE END OF WORK R E A G A N B L V D . 12'12' SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48W20-I103(0)-48 ADVANCE SIGNING DETAIL 1 MARKING PAVEMENT WORK ZONE BEGINNING OF STOPR1-1-36 R1-3P ALL WAY STOP R1-1-36 R1-3PALL WAY W1-4L(0)-48 W1-4R(0)-48 W1-4R(0)-48 W1-4R(0)-48 12:1 TAPER SHEET NO. OF SHEETS915 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 35WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW ~ 127TH STREET EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R 1 1 2 27.08' L 26+35.61 + 5 7 .4 7 + 7 8 .14 + 0 7 .3 3 + 11.0 0 23.00' L 26+35.61 24.00' R 26+48.23 28.08' R 26+48.23 5 200' MIN. PER TC-10 MAINTENANCE OF TRAFFIC - STAGE 1A ~ REAGAN BLVD. STOPR1-1-36 R1-3P ALL WAY SIGNAGE ON 127TH STREET. *NOTE: SEE DETOUR PLAN FOR SHEET NO. OF SHEETS1015 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 36WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 85+00 86 87 88 89 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 SCALE: 1"-50' M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EX ROW EX ROW 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET 2 TEMP EASE 11' 11' 11' 11' 11' 11' 11' 11' 11' 11' 11' 1 2 1 2 1 2 1 + 8 2 .9 4 + 8 2 .3 4 + 5 1.4 0 + 2 7 .7 4 + 3 5 .9 5 + 5 3 .3 3 + 4 6 .2 4 + 2 0 .0 1 + 4 9 .9 7 + 3 4 .2 4 + 8 1.4 7 + 7 9 .6 8 + 7 2 .4 2 21 2 1 10.00' R 96+72.56 00.00' R 96+72.51 10.00' R 99+50.95 00.00' R 99+50.36 10.00' R 100+52.62 00.00' R 100+52.62 00.00' R 104+20.76 8.68' R 104+20.83 + 0 1.5 7 + 2 0 .3 8 + 4 0 .9 0 + 7 8 .4 6 5 5 5 D R IV E W E IN H O L D + 9 4 .5 4 + 15 .8 3 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. ADVANCE SIGNING DETAIL 1 HIGHWAY STANDARD 701611-01 200' MIN. SIGN SPACING PER IDOT W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48 W20-I103(0)-48 MARKING PAVEMENT WORK ZONE BEGINNING OF SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 DETAIL 2 SEE ADVANCE SIGNING DETAIL 1 SIGNING SEE ADVANCE DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SIGNING SEE ADVANCE 330' TAPER 165' TAPER 45' R 35 ' R 180' TAPER330' TAPER 175' TAPER 185' TAPER 70' TAPER 7 4 .8 7 MAINTENANCE OF TRAFFIC - STAGE 1B 50' R 40' R ~ R E A G A N B L V D . 12'12' SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48W20-I103(0)-48 ADVANCE SIGNING DETAIL 1 MARKING PAVEMENT WORK ZONE BEGINNING OF STOPR1-1-36 R1-3P ALL WAY STOP R1-1-36 R1-3PALL WAY 12:1 TAPER W1-4R(0)-48 R4-7A KEEP RIGHT R4-7A KEEP RIGHT W1-4R(0)-48 W6-1(0)-48 W6-2(0)-48 SHEET NO. OF SHEETS1115 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 37WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R 1 1 + 5 7 .4 7 + 7 8 .14 + 0 7 .3 3 + 11.0 0 + 17 .9 4 + 2 1.3 1 + 3 9 .9 9 5 5 AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 200' MIN. PER TC-10 T E M P E A S E T E M P E A S E AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 200' MIN. PER TC-10 MAINTENANCE OF TRAFFIC - STAGE 1B ~ 127TH STREET ~ REAGAN BLVD. STOPR1-1-36 R1-3P ALL WAY STOPR1-1-36 R1-3P ALL WAY SHEET NO. OF SHEETS1215 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 38WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 85+00 86 87 88 89 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 SCALE: 1"-50' M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 STA. N/A TO STA. N/A SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASETEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EX ROW EX ROW 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET TEMP EASE 11' 11' 11' 11' 1 2 2 1 + 8 2 .9 4 + 8 1.3 3 + 4 6 .16 + 9 8 .9 9 + 3 3 .16 2 1 2 1 + 0 1.5 7 + 2 0 .3 8 11' 11' 11'11' 11' + 4 0 .9 0 + 7 8 .4 6 + 5 1.3 5 + 5 2 .6 2 11'11' + 5 1.5 5 + 6 9 .5 7 + 2 8 .2 7 2 1 1 55 5 + 9 4 .5 4 D R IV E W E IN H O L D + 3 8 .2 0 + 8 0 .13 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. ADVANCE SIGNING DETAIL 1 HIGHWAY STANDARD 701611-01 200' MIN. SIGN SPACING PER IDOT W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48 W20-I103(0)-48 MARKING PAVEMENT WORK ZONE BEGINNING OF SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 DETAIL 1 SIGNING SEE ADVANCE DETAIL 2 SEE ADVANCE SIGNING DETAIL 2 SIGNING SEE ADVANCE 50' R 40' R MAINTENANCE OF TRAFFIC - STAGE 2A 335' TAPER 165' TAPER 70' TAPER 500' TAPER W1-7(0)-6030 ~ R E A G A N B L V D . 12' 12'12' 12' SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48W20-I103(0)-48 ADVANCE SIGNING DETAIL 1 MARKING PAVEMENT WORK ZONE BEGINNING OF STOPR1-1-36 R1-3P ALL WAY STOPR1-1-36 R1-3P ALL WAY 12:1 TAPER W1-6R(0)-6030 W1-4L(0)-48 DETAIL 1 SIGNING SEE ADVANCE SHEET NO. OF SHEETS1315 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 39WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R 1 1 + 17 .9 4 + 2 1.3 1 + 3 9 .9 9 5 AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 200' MIN. PER TC-10 MAINTENANCE OF TRAFFIC - STAGE 2A ~ 127TH STREET ~ REAGAN BLVD. STOPR1-1-36 R1-3P ALL WAY SHEET NO. OF SHEETS1415 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 40WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103ONLY ONLY ONLY ONLY ONLY ONLY 85+00 86 87 88 89 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 SCALE: 1"-50' M A TCH LIN E STA . 103+ 50 M A TCH LIN E STA . 89+ 00 STA. N/A TO STA. N/A SCALE: 1"-50'STA. N/A TO STA. N/A SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EX ROW EX ROW 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET TEMP EASE 12 ' 12 ' 12 ' 12 ' D R IV E W E IN H O L D 1 1 1 2 12 '10 ' 11' + 6 1.5 7 19.50' R 89+01.05 11.02' R 89+14.15 40.00' R 90+65.75 11.02' R 90+65.75 40.00' R 90+65.75 55.00' R 94+90.20 55.00' R 98+99.38 0.00' R 99+50.36 0.00' R 100+52.62 10.00' R 99+50.95 10.00' R 100+52.62 23.50' R 100+77.57 60.00' R 100+73.77 + 3 4 .9 5 + 8 0 .13 SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. ADVANCE SIGNING DETAIL 1 HIGHWAY STANDARD 701611-01 200' MIN. SIGN SPACING PER IDOT W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48 W20-I103(0)-48 MARKING PAVEMENT WORK ZONE BEGINNING OF SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 SPEED LIMIT WORK ZONE END 200' MIN. MARKING PAVEMENT ZONE END OF WORK G20-I103-6036 ADVANCE SIGNING DETAIL 2 DETAIL 1 SEE ADVANCE SIGNING DETAIL 2 SIGNING SEE ADVANCE DETAIL 1 SIGNING SEE ADVANCE + 0 0 .8 8 DETAIL 2 SEE ADVANCE SIGNING MAINTENANCE OF TRAFFIC - STAGE 2B ~ R E A G A N B L V D . INTERSECTION. ACCESS FOR ALL FOUR LEGS OF THE IN CENTER OF INTERSECTION, TO PROVIDE CONTRACTOR TO STAGE CONSTRUCT WORK AREA SPEED LIMIT 35 WORK ZONE $250 FINE MINIMUM BEGINS AHEAD CONSTRUCTION ROAD 200' MIN.200' MIN.200' MIN. W21-I115(0)-3618 R2-1-3648 R10-I108p-3618 R2-I106p-3618 W21-1(0)-48W20-I103(0)-48 ADVANCE SIGNING DETAIL 1 MARKING PAVEMENT WORK ZONE BEGINNING OF STOPR1-1-36 R1-3P ALL WAY STOP R1-1-36 R1-3PALL WAY SHEET NO. OF SHEETS1515 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 41WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 ONLY ONLY O N LY ONLY O N LY SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R 1 1 5 61.40' R 26+48.23 24.00' R 26+48.23 23.00' R 26+35.61 60.00' R 26+35.61 200' MIN. PER TC-10 AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 200' MIN. PER TC-10 AHEAD CONSTRUCTION ROAD W20-I103(0)-48 M6-4(0)-2115 MAINTENANCE OF TRAFFIC - STAGE 2B ~ 127TH STREET ~ REAGAN BOULEVARD STOPR1-1-36 R1-3P ALL WAY STOPR1-1-36 R1-3P ALL WAY SHEET NO. OF SHEETS17 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 42WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCALE: 1"-50'STA. N/A TO STA. N/A EROSION AND SEDIMENT CONTROL - NOTES EROSION AND SEDIMENT CONTROL NOTES 14. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN THIRTY (30) DAYS AFTER PERMANENT SITE STABILIZATION. 13. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED ON A YEAR-ROUND BASIS DURING CONSTRUCTION AND ANY PERIODS OF CONSTRUCTION SHUTDOWN UNTIL PERMANENT STABILIZATION IS ACHIEVED. 12. ALL PERMANENT EROSION CONTROL PRACTICES SHALL BE INITIATED WITHIN SEVEN (7) DAYS FOLLOWING THE COMPLETION OF SOIL DISTURBING ACTIVITIES. 4. INSPECTIONS AND DOCUMENTATION SHALL BE PERFORMED, AT A MINIMUM: a) UPON COMPLETION OF INITIAL EROSION AND SEDIMENT CONTROL MEASURES, PRIOR TO ANY SOIL DISTURBANCE. b) ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM EVENT WITH GREATER THAN 0.5 INCH OF RAINFALL OR LIQUID EQUIVALENT PRECIPITATION. 3 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 15. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER. WHICH WILL CREATE POTENTIALLY ERODIBLE CONDITIONS. PROJECT SITE PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITY DIRECTED BY THE ENGINEER MUST BE INSTALLED ON THE 2. EROSION CONTROL MEASURES AS INDICATED IN THE PLAN OR AS BLANKET CAN BE USED INSTEAD OF MULCH ACCORDING ARTICLE 251.04. ACCORDING TO ARTICLE 251.03(B) OR ARTICLE 251.03(C). EROSION CONTROL DIRECTED BY THE ENGINEER. TEMPORARY MULCH ALL SEEDED AREAS 5. TEMPORARY SEED ALL BARE AND ERODIBLE AREAS EVERY SEVEN DAYS AS MAINTAINED IN THE ENTIRE DURATION OF THE PROJECT. MANHOLES AS DIRECTED BY THE ENGINEER. THE FILTERS SHALL BE 6. INLET FILTERS WILL BE INSTALLED IN ALL CATCH BASINS, INLETS AND OPEN LID STANDARD SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER. LATEST EDITION, THE CONTRACT SPECIFICATIONS, SECTION 280 OF THE TO THE STANDARDS AND SPECIFICATIONS IN THE ILLINOIS URBAN MANUAL, EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ON SITE CONSTRUCTION ACTIVITIES INVOLVING CONCRETE. WITH THE ILLINOIS URBAN MANUAL AND SHALL BE INSTALLED PRIOR TO ANY 8. CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE BE SHOWN ON THE PLANS. TO APPROVAL BY THE ENGINEER. SUGGESTED OR POTENTIAL LOCATIONS MAY DISPOSAL AREA. THE LOCATIONS OF ALL STABILIZED ENTRANCES ARE SUBJECT ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS OR SOIL REACHING AN IMPROVED PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE. SEDIMENT ILLINOIS URBAN DESIGN MANUAL SHALL BE INSTALLED AT ANY POINT WHERE 7. A STABILIZED MAT OF CRUSHED STONE MEETING THE STANDARDS OF THE LOCATIONS ARE SHOWN ON THE PLANS. DEPARTMENT OF TRANSPORTATION AND HIGHWAYS. SUGGESTED SUBJECT TO THE APPROVAL OF THE ENGINEER AND COOK COUNTY DETERMINED AT THE TIME OF THE PRECONSTRUCTION MEETING AND ARE PRONE AREAS OR THEIR BUFFERS. THE STOCKPILE LOCATIONS SHALL BE SEDIMENT CONTROLS. SOIL STOCKPILES SHALL NOT BE PLACED IN FLOOD 9. SOIL STOCKPILES SHALL, AT A MINIMUM, BE PROTECTED WITH PERIMETER 10. SEWERS THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION SHALL BE PROTECTED BY APPROPRIATE SEDIMENT CONTROL MEASURES. BARRIER HEIGHT. THESE SPOILS WILL BE REMOVED TO AN APPROVED SITE. SHALL HAVE SEDIMENT REMOVED WHEN IT REACHES ONE-THIRD OF THE 50% THE HEIGHT OF THE CONTROL DEVICE. PERIMETER BARRIER FENCE OUTLET STRUCTURES SHALL HAVE SEDIMENT REMOVED WHEN IT REACHES DOWN. TRAPS WILL BE CLEANED WHEN THEY ARE 50% FILLED, STONE WINTER MONTHS AND OTHER TIMES WHEN THE PROJECT IS CLOSED BE MAINTAINED DURING THE CONSTRUCTION SEASON AS WELL AS THE SILT FENCE, STONE OUTLET STRUCTURES, EARTH BERMS, ETC. SHALL 16. SEDIMENT TRAPS, SEDIMENT BASINS, DITCHES, SEDIMENT CONTROL, STATE, AND FEDERAL REGULATIONS. EROSION CONTROL PLANS AND ASSURE COMPLIANCE WITH ALL APPLICABLE LOCAL, SITE/PROJECT, OF THE REQUIREMENTS IN IMPLEMENTING AND MAINTAINING THESE TO INFORM ANY SUB-CONTRACTOR(S), WHO MAY PERFORM WORK ON THIS 20. IT IS THE RESPONSIBILITY OF THE LANDOWNER AND/OR GENERAL CONTRACTOR SHEET NO. OF SHEETS27 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 43WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 IF 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP MAINTAIN THROUGH STAGE 1B. PIPE CULVERTS, CLASS A, TYPE 1 24" (TEMPORARY). EXTEND PROPOSED STORM SEWERS WITH BOUNDARY 100 YR FLOODPLAIN ARROW (TYP.) SHEET FLOW AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE PROPOSED STORM SEWER. MAINTAIN THROUGH STAGE 1B. INSTALL PIPE ELBOW TO AVOID INTERFERENCE WITH PIPE CULVERTS, CLASS A, TYPE 1 18" (TEMPORARY). EXTEND EXISTING 2'X2' BOX CULVERT WITH MOT SUGGESTED STAGING NOTES. AND PLUG UPSTREAM END OF SEWER SEE LIMITS OF TEMP PAVEMENT AND SB LANE INSTALL PROPOSED STORM SEWER UNDER 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S MAINTAIN THROUGH STAGE 1B. PIPE CULVERTS, CLASS A, TYPE 1 18" (TEMPORARY). EXTEND EXISTING 18" CMP CULVERT WITH BOUNDARY 100 YR FLOODPLAIN ARROW (TYP.) SHEET FLOW AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE MOT SUGGESTED STAGING NOTES. AND PLUG UPSTREAM END OF SEWER SEE LIMITS OF TEMP PAVEMENT AND SB LANE INSTALL PROPOSED STORM SEWER UNDER T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) 85+00 86 87 88 89 M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EROSION AND SEDIMENT CONTROL - PRESTAGE 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET ~ PLAINFIELD-NAPERVILLE ROAD EX ROW M A TC H LIN E STA . 89+ 00 M A TCH LIN E STA . 89+ 00 FLOODWAY BOUNDARY BOUNDARY 100 YR FLOODPLAIN EX ROW SHEET NO. OF SHEETS37 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 44WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 IF IF IF IF TIFIFIFIFIF IF 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP BLANKET AT SWALE BOTTOM PLACE TEMPORARY EROSION CONTROL TEMPORARY SWALE (TYP.) BOUNDARY 100 YR FLOODPLAIN THROUGH STAGE 1B AND TEMPORARY EROSION CONTROL SEEDING MAINTAIN PRE-STAGE MULCH METHOD 3 AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE STA 91+00 AND MEET EXISTING) TEMPORARY SWALE (END AT APPROX CULVERT WITHIN WORK ZONE LIMITS REMOVE PORTION OF EXISTING BOX STAGE 2B. SEE MOT PLANS. GUTTER AND GRATES ARE INSTALLED IN PAVEMENT WITH PLATE (TYP.) UNTIL CURB AND COVER INLET CONSTRUCTED WITHIN TEMPORARY PLANS FOR ADDITIONAL INFORMATION. STAGES 1A THROUGH 2A. SEE NOTES ON DRAINAGE TO SERVE AS OUTLETS FOR TEMPORARY SWALE DURING SEWER MANHOLES CONSTRUCTED WITH TYPE 8 GRATES EROSION BARRIER THROUGH STAGE 2A MAINTAIN PRE-STAGE PERIMETER AND SWALE GRADING. REMOVED FOR PLACEMENT OF TEMP PAVEMENT LIMITS OF EXISTING SHARED-USE PATH AREA CONTROL BLANKET AT SWALE BOTTOM) WITHIN CONTROL SEEDING (USE TEMPORARY EROSION PLACE MULCH METHOD 3 AND TEMPORARY EROSION GRADED SLOPES AS POSSILBE ON FINAL AND STABILIZATION AS SOON PLACE PERMANENT SEEDING ARROW (TYP.) SHEET FLOW 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 T TTTTT 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S MOT STAGE 1B CONTROL MEASURES THROUGH MAINTAIN PRE-STAGE EROSION BOUNDARY 100 YR FLOODPLAIN AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE GRADED SLOPES AS POSSILBE ON FINAL AND STABILIZATION AS SOON PLACE PERMANENT SEEDING T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) 85+00 86 87 88 89 M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EROSION AND SEDIMENT CONTROL - STAGE 1A 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET M A TCH LIN E STA . 89+ 00 M A TCH LIN E STA . 89+ 00 ~ PLAINFIELD-NAPERVILLE ROAD FLOODWAY BOUNDARY BOUNDARY 100 YR FLOODPLAIN SHEET NO. OF SHEETS47 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 45WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 IF IF IF IF IF T IF IF IF IF 12 " S A N 36" SAN 36" SAN 36" SAN 12" RCP 10" HDPE 6 " H D P E 12 " R C P 12 " R C P 18 " R C P BOUNDARY FLOODWAY BOUNDARY 100 YR FLOODPLAIN AS SOON AS POSSIBLE ON FINAL GRADED SLOPES PLACE PERMANENT SEEDING AND STABILIZATION ARROW (TYP.) SHEET FLOW T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R ~ 127TH STREET EROSION AND SEDIMENT CONTROL - STAGE 1A ~ REAGAN BOULEVARD IF IF IF IF TIFIFIFIFIF IF T TTTTT SHEET NO. OF SHEETS57 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 46WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 IF IF IF IF 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP STA. 101+00 MEASURES FROM STA. 89+00 TO MAINTAIN STAGE 1A EROSION CONTROL PAVEMENT MOT STAGE 1A TEMPORARY 100 YR FLOODPLAIN ARROW (TYP.) SHEET FLOW AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTRANCE ESTABILISHED IN PRE-STAGE MAINTAIN PERIMETER EROSION BARRIER SEEDING IS ESTABLISHED MEASURES UNTIL PERMANENT AND SEDIMENT CONTROL MAINTAIN TEMPORARY EROSION SLOPES POSSIBLE ON FRINAL GRADED STABILIZATION AS SOON AS PLACE PERMANENT SEEDING AND SEE DRAINAGE PLANS PERMANENT RIPRAP T 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S ESTABILISHED IN PRE-STAGE MAINTAIN PERIMETER EROSION BARRIER SLOPES POSSIBLE ON FRINAL GRADED STABILIZATION AS SOON AS PLACE PERMANENT SEEDING AND SEEDING IS ESTABLISHED MEASURES UNTIL PERMANENT AND SEDIMENT CONTROL MAINTAIN TEMPORARY EROSION T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EROSION AND SEDIMENT CONTROL - STAGE 2A 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 IF IF IF IF IF T IF IF IF IF SHEET NO. OF SHEETS67 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 47WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 IF IF IFIF IF 12 " S A N 36" SAN 36" SAN 36" SAN 12" RCP 10" HDPE 6 " H D P E 12 " R C P 12 " R C P 18 " R C P ARROW (TYP.) SHEET FLOW BOUNDARY FLOODWAY BOUNDARY 100 YR FLOODPLAIN GRADED SLOPES AS POSSIBLE ON FINAL AND STABILIZATION AS SOON PLACE PERMANENT SEEDING SEE DRAINAGE PLANS PERMANENT RIPRAP T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E S U R F A C IN G + 3 9 .0 3 L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R ~ 127TH STREET EROSION AND SEDIMENT CONTROL - STAGE 2A ~ REAGAN BOULEVARD 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 SHEET NO. OF SHEETS77 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 48WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103ONLY ONLY ONLY ONLY ONLY ONLY IF IF IF IF IF IFIFIFIFIFIFIF IF 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP BOUNDARY 100 YR FLOODPLAIN ARROW (TYP.) SHEET FLOW AND CONCRETE WASHOUT AREA SUGGESTED CONSTRUCTION ENTERANCE POSSIBLE ON FINAL GRADED SLOPES STABILIZATION AS SOON AS PLACE PERMANENT SEEDING AND INSTALL INLET FILTERS. INSTALL FRAME AND GRATES. REMOVE PLATES ON INLETS AND PLANS FOR ADDITIONAL INFORMATION. FILTERS. SEE NOTES ON DRAINAGE REMOVE PREVIOUSLY INSTALLED INLET MANHOLES ON TRUNK LINE SEWER. TYPE 1 FRAMES, CLOSED LIDS ON REMOVE TYPE 8 GRATES AND INSTALL CONTROL MEASURES NOT SHOWN FOR CLARITY. PREVIOUSLY INSTALLED EROSION AND SEDIMENT PERMANENT SEEDING IS ESTABLISHED. AND SEDIMENT CONTROL MEASURES UNTIL NOTE: MAINTAIN PREVIOUSLY INSTALLED EROSION 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S CONTROL MEASURES NOT SHOWN FOR CLARITY. PREVIOUSLY INSTALLED EROSION AND SEDIMENT PERMANENT SEEDING IS ESTABLISHED. AND SEDIMENT CONTROL MEASURES UNTIL NOTE: MAINTAIN PREVIOUSLY INSTALLED EROSION T EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY FENCE (20101000) MULCH, METHOD 3 (25100125) TEMPORARY DITCH CHECKS (28000305) (SEE BDE FIGURE 41-3.B FOR SPACING) PERIMETER EROSION BARRIER (28000400) INLET AND PIPE PROTECTION (28000500) WORK ZONE TEMPORARY PAVEMENT TEMPORARY EROSION CONTROL SEEDING (28000250) IF INLET FILTERS (28000510) M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW EROSION AND SEDIMENT CONTROL - STAGE 2B 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET DRAINAGE GENERAL NOTES, LEGEND AND STRUCTURE STATION/OFFSET DETAIL A A BB EDGE OF PAVEMENT PROVIDED AT THIS POINT STATION AND OFFSET BACK OF CURB RIM ELEVATION AND OFFSET A A EDGE OF PAVEMENT PROVIDED AT THIS POINT STATION AND OFFSET BACK OF CURB RIM ELEVATION RIM ELEVATION AND OFFSET LEGEND EXDRAINAGE ITEMS PR DRAINAGE GENERAL NOTES FRAME AND GRATE TYPE 23 PLAN VIEW SECTION A-A FRAME AND GRATE TYPE 24 PLAN VIEW SECTION A-A PLAN VIEW SECTION B-B TYPE 8 GRATE PLAN VIEW SECTION C-C TYPE 1 LID DRAINAGE STRUCTURE PROVIDED AT CENTER OF STATION AND OFFSET OFFSET C C DRAINAGE STRUCTURE PROVIDED AT CENTER OF STATION AND OFFSET OFFSET RIM ELEVATION SEE THE EROSION & SEDIMENT CONTROL PLANS FOR TEMPORARY DRAINAGE AND SUGGESTED STAGING OF DRAINAGE SYSTEM. SEE THE UTILITY RELOCATION PLANS FOR ADJUSTMENTS OR RELOCATION OF UTILITIES. AND THEIR EXACT LOCATION IS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE LOCATION OF EXISTING DRAINAGE STRUCTURES, STORM SEWERS, WATER MAINS, SANITARY SEWERS, AND ANY OTHER PUBLIC OR PRIVATE UTILITIES AS SHOWN ON THE PLANS IS APPROXIMATE, UNLESS NOTED OTHERWISE ON PLANS. THE CONTRACTOR SHALL VERIFY WHEN FLAT SLAB TOPS ARE REQUIRED ON MANHOLES AND CATCH BASINS. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR THE USE OF FLAT SLAB TOPS, REROUTED AND/OR CONNECTED TO THE STORM SEWER SYSTEM OR PROPOSED DITCHES UNLESS OTHERWISE SPECIFIED. ALL EXISTING FIELD DRAINAGE TILE AND OFF-SITE STORM SEWER ENCOUNTERED AND DAMAGED DURING CONSTRUCTION ARE TO BE RESTORED TO THEIR ORIGINAL CONDITIONS, PROPERLY LINES ARE TO BE FREE FROM DIRT AND DEBRIS. IS OBSTRUCTED, THE LOOSE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH WORK DAY. AT THE CONCLUSION OF THE CONSTRUCTION OPERATIONS, ALL DRAINAGE STRUCTURES AND FLOW DURING CONSTRUCTION OPERATIONS, IF ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF THE GUTTER OR DRAINAGE STRUCTURES, DITCHES, ETC. SO THAT THE NATURAL FLOW OF WATER THE CONTRACTOR'S OPERATION, THEY SHALL BE REPLACED IN KIND AT NO ADDITIONAL COST TO WILL COUNTY. EXISTING DRAINAGE STRUCTURES TO BE LEFT IN PLACE SHALL BE PROTECTED DURING CONSTRUCTION. IF IN THE OPINION OF THE ENGINEER, THE DRAINAGE STRUCTURES ARE DAMAGED DUE TO DRAINAGE ITEMS CONNECTING TO EXISTING SEWERS OR STRUCTURES MAY REQUIRE REVISIONS TO MEET EXISTING FIELD CONDITIONS. ANY ADJUSTMENTS SHALL BE AS DIRECTED BY THE ENGINEER. LENGTHS AND SIZES OF EXISTING STORM SEWERS AS SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD PRIOR TO INSTALLATION OF PROPOSED DRAINAGE ITEMS. THE INVERTS OF PROPOSED CONTRACTOR SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER. MAINTAINING DRAINAGE; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN DRAINAGE FLOWS AT ALL TIMES DURING THE PERFORMANCE OF THE WORK. METHODS USED BY THE 9. 8. 7. 6. 5. 4. 3. 2. 1. SHEET NO. OF SHEETS14 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 49WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 20" WM 12" WM 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP 12" WM M A TC H LIN E STA . 103+ 50 SCALE: 1"-50'STA. N/A TO STA. 103+50 S02 S04 S07 S08 S05 S06 S10 S11 S12 S13 S17 S16 P04 P06 P08 P07 P09 S09 S14 P05 P11 P10 P13 P12 P15 P14 P16 P17 S01 S02 S03 S04 S05 S06 S07 S72 S09 S10 S11 S12 S13 S14 S15 S16 S17 P03 P04 P05 P06 P07 TBF = 23.9 C.Y. 69 FT @ 1.50% STORM SEW CL A 2 15P08 P09 P10 P11 TBF = 27.7 C.Y. 81 FT @ 1.50% STORM SEW CL A 2 15 P12 TBF = 28.3 C.Y. 86 FT @ 2.30% STORM SEW CL A 2 15P13 P14 TBF = 24.8 C.Y. 91 FT @ 2.00% STORM SEW CL A 2 15P15 P16 P17 S21 S22 S23 S24 P22 P24 P23 S21 S22 S23 S24 P22 TBF = 13.5 C.Y. 84 FT @ 0.86% STORM SEW CL A 1 15 P23 P24 TBF = 31.1 C.Y. 148 FT @ 1.50% STORM SEW CL A 2 12 S72 S08 635 625 620 615 610 605 630 635 630 625 620 615 610 605 0 50 100 150 SCALE IN FEET P R R O W E X R O W EX ROW EX ROW PR ROWEX ROW PR ROW P R R O W E X R O W TEMP EASE EX ROW EX ROW TEMP EASE E X R O W P R R O W E X R O W TEMP EASE TEMP EASE EX ROW EX ROW EX ROW RECONSTRUCTION +65.75 LIMITS OF PR ROW S15 -NAPERVILLE ROAD ~ PLAINFIELD ~ 127TH STREET INVERT ELEV. = 619.13 (E) RIM ELEV. = 622.21 STA. 95+06.0, 24.3' RT INLETS TA T23F&G TBF = XX.X C.Y. 6 FT @ 1.00% STORM SEW CL A 1 12 INVERT ELEV. = 620.34 (E) RIM ELEV. = 623.42 STA. 95+80.0, 24.5' RT INLETS TA T23F&G INVERT ELEV. = 620.22 (W) INVERT ELEV. = 619.44 (N, S) RIM ELEV. = 623.96 STA. 95+80.0, 41.0' RT (CENTER OF LID) STA. 95+80.0, 40.0' RT (CENTER OF STR.) MAN TA 4 DIA T1F CL INVERT ELEV. = 622.07 (NE) INVERT ELEV. = 619.04 (W) RIM ELEV. = 625.00 STA. 95+06.2, 50.5' RT INLETS TB T1F CL INVERT ELEV. = 621.87 (E) RIM ELEV. = 624.95 STA. 96+65.0, 19.9' LT INLETS TA T23F&G INVERT ELEV. = 623.30 (E) RIM ELEV. = 626.38 STA. 97+55.0, 24.5' RT INLETS TA T23F&G INVERT ELEV. = 623.18 (W) INVERT ELEV. = 622.64 (N, S) RIM ELEV. = 626.93 STA. 97+55.0, 41.0' RT (CENTER OF LID) STA. 97+55.0, 40.0' RT (CENTER OF STR.) MAN TA 4 DIA T1F CL INVERT ELEV. = 624.90 (E) RIM ELEV. = 627.98 STA. 98+50.0, 24.5' RT INLETS TA T23F&G INVERT ELEV. = 624.78 (W) INVERT ELEV. = 624.46 (N, S) RIM ELEV. = 628.55 STA. 98+50.0, 41.0' RT (CENTER OF LID) STA. 98+50.0, 40.0' RT (CENTER OF STR.) MAN TA 4 DIA T1F CL INVERT ELEV. = 626.75 RIM ELEV. = 629.83 STA. 99+64.1, 30.6' RT INLETS TA T23F&G INVERT ELEV. = 625.62 (SW) INVERT ELEV. = 625.87 (NE) RIM ELEV. = 630.15 STA. 100+16.3, 35.8' LT MAN TA 4 DIA T24F&G INVERT ELEV. = 628.58 (S) RIM ELEV. = 632.78 STA. 102+00.0, 20.5' LT INLETS TA T24F&G PROPOSED ~ PROFILE FOR PLAINFIELD-NAPERVILLE ROADEXISTING ~ PROFILE FOR PLAINFIELD-NAPERVILLE ROAD INVERT ELEV. = 624.30 (S) INVERT ELEV. = 622.80 (N) RIM ELEV. = 635.32 STA. 102+60.0, 50.0' RT MAN TA 6 DIA T1F CL S02 S05 S08 S11 S13 S16 S15 P02 P05 P06 P08 P10 P12 P14 P17 P16 P15 P13 P11 P07 P68 P67 P70 P69 P71 P72 S68 S69 S71 S72 E X E A S E EX. EASE USE PATH PROPOSED SHARED NOT USED NOT USED P02 S01 INVERT ELEV. = 616.90 (NE) STA. 93+30.0, 31.3' LT CONC ES 542011 24 1:2 INVERT ELEV. = 624.90 STA. 24+60.0, 46.3' RT CONC ES 542001 15 1:4 DRAINAGE PLAN & PROFILE - PLAINFIELD-NAPERVILLE ROAD TBF = 34.2 C.Y. 115 FT @ 0.80% STORM SEW WM REQ 18 TBF = 33.6 C.Y. 110 FT @ 2.00% STORM SEW WM REQ 15 NOTE: WITH NEW TYPE 1 FRAME, CLOSED LID. 60255800 MANHOLES TO BE ADJUSTED CL. THIS WORK SHALL PAID AS DRAINAGE STRUCTURES WITH NEW T1F GRATES DURING STAGE 2B AND ADJUST S15 DURING STAGE 1A. REMOVE TYPE 8 TEMPORARILY ON S05, S08, S11, S13 & TYPE 8 GRATES WILL BE INSTALLED ~ REAGAN BOULEVARD INVERT ELEV. = 626.69 (S, W) RIM ELEV. = 631.54 STA. 99+63.9, 40.0' RT MAN TA 4 DIA T1F CL S05A S05A P05A INVERT ELEV. = 617.25 (N, S) RIM ELEV. = 620.65 STA. 93+88.0, 21.7' RT MAN TA 4 DIA T23F&G P05A INVERT ELEV. = 626.36 (N, SW) RIM ELEV. = 631.32 STA. 100+50.0, 20.5' LT INLETS TB T24F&G CL A3 - 4 SQ YD STONE RIPRAP CL A3 - 8 SQ YD STONE RIPRAP 7.5' 14' 5' 5' INVERT ELEV. = 621.66 (E, W) RIM ELEV. = 624.86 STA. 96+65.0, 24.5' RT INLETS TB T23F&G P02 INVERT ELEV. = 617.00 (SW) INVERT ELEV. = 617.08 (N) RIM ELEV. = 620.43 STA. 93+70.0, 21.3' RT MAN TA 5 DIA T23F&G S05A P05A INVERT ELEV. = 621.60 (W) INVERT ELEV. = 620.67 (N, S) RIM ELEV. = 625.72 STA. 96+65.0, 41.0' RT (CENTER OF LID) STA. 96+65.0, 40.0' RT (CENTER OF STR.) MAN TA 4 DIA T1F CL INVERT ELEV. = 618.98 (NE, W) INVERT ELEV. = 618.15 (S) INVERT ELEV. = 618.40 (N) RIM ELEV. = 623.54 STA. 95+07.9, 38.8' RT (CENTER OF LID) STA. 95+06.2, 39.8' RT (CENTER OF STR.) MAN TA 6 DIA T1F CL TBF = 0.0 C.Y. 56 FT @ 0.18% SS CL A 1 EQRS 24 TBF = 0.7 C.Y. 14 FT @ 1.25% STORM SEW WM REQ 18 TBF = 2.5 C.Y. 11 FT @ 1.40% STORM SEW WM REQ 12 TBF = 2.3 C.Y. 12 FT @ 1.00% STORM SEW WM REQ 12 TBF = 6.9 C.Y. 43 FT @ 0.50% STORM SEW CL A 1 12 TBF = 2.6 C.Y. 12 FT @ 0.50% STORM SEW WM REQ 12 TBF = 2.3 C.Y. 12 FT @ 1.00% STORM SEW WM REQ 12 TBF = 2.3 C.Y. 12 FT @ 1.00% STORM SEW WM REQ 12 TBF = 0.9 C.Y. 6 FT @ 1.00% STORM SEW WM REQ 12 TBF = 7.1 C.Y. 33 FT @ 1.50% STORM SEW CL A 2 12 S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\08_D rainage\D 1-S H T -H W L-D R N -P R O P O S E D _D R A IN A G E _01.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 50WILL SHEET NO. OF SHEETS24 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 RIGHT DITCH PROFILE RIGHT SWALE PROFILE + 0 0 .0 0 E L . 6 18 .2 1+0.35%+0.80% + 0 0 .0 0 E L . 6 19 .9 4+0.80% E L . 6 17 .8 6 M A T C H E X . + 5 0 .0 0 E L . 6 19 .4 1 +0.86% + 5 0 .0 0 E L . 6 2 2 .7 8 E L . 6 2 7 .8 5 + 5 0 .0 0 RIGHT SWALE PROFILE +1.69% + 0 0 .0 0 E L . 6 3 1.9 7 +0.50%-1.45%6 3 0 .9 8 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 605 610 615 620 625 630 635 640 6 18 .7 0 P R E L E V 6 18 .9 6 6 2 4 .2 5 6 2 5 .0 9 6 2 5 .9 4 6 2 6 .7 8 6 2 7 .6 3 6 2 8 .4 7 6 2 9 .3 2 6 3 0 .16 6 3 1.0 1 6 3 1.7 2 6 3 2 .3 6 6 3 2 .8 4 6 3 3 .16 6 3 3 .3 3 6 3 3 .3 5 6 18 .18 6 18 .4 4 6 18 .7 0 6 18 .9 8 6 19 .4 0 6 19 .8 1 6 2 0 .2 2 6 2 0 .8 1 6 2 1.3 7 6 2 1.9 9 6 2 2 .6 4 6 2 3 .3 7 6 2 4 .14 6 2 5 .0 3 6 2 5 .7 9 6 2 6 .6 7 6 2 7 .5 9 6 2 8 .4 9 6 2 9 .3 7 6 3 0 .18 6 3 0 .9 2 6 3 1.5 0 6 3 2 .2 3 6 3 2 .8 4 6 3 3 .0 9 6 3 3 .2 6 6 3 3 .14 6 3 2 .9 5 E X E L E V 6 19 .2 8 6 19 .6 6 6 2 0 .11 6 2 0 .6 3 6 2 1.2 2 6 2 1.8 8 6 2 2 .6 1 6 2 3 .4 1 90+00 S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\08_D rainage\D 1-S H T -H W L-D R N -P R O P O S E D _D R A IN A G E _02.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 51WILL SHEET NO. OF SHEETS34 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 12" WM 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 6 3 3 .2 1 6 3 2 .9 2 6 3 2 .5 5 6 3 2 .19 6 3 1.8 2 6 3 1.4 5 6 3 1.0 8 6 3 0 .7 2 6 3 0 .3 5 6 2 9 .9 8 6 2 9 .6 1 6 2 9 .2 4 6 2 8 .8 8 6 2 8 .5 1 6 2 8 .14 6 2 7 .7 7 6 2 7 .4 1 6 2 7 .0 4 6 2 6 .6 7 6 3 2 .7 9 6 3 2 .5 1 6 3 2 .0 8 6 3 1.6 9 6 3 1.2 7 6 3 0 .8 4 6 3 0 .5 3 6 3 0 .2 0 6 2 9 .8 1 6 2 9 .3 4 6 2 9 .15 6 2 8 .8 5 6 2 8 .4 3 6 2 8 .0 1 6 2 7 .6 6 6 2 7 .2 7 6 2 6 .8 6 6 2 6 .6 7 6 2 6 .3 4 6 2 5 .9 8 6 2 5 .6 8 6 2 5 .4 8 6 2 5 .3 1 6 2 5 .19 6 2 5 .2 5 6 2 5 .3 2 113+00 114+00 115+00 116+00 RIGHT DITCH PROFILE LEFT DITCH PROFILE +2.64% -3.00% 6 2 8 .5 6 6 2 5 .3 8 + 5 7 .4 0 E L . 6 2 8 .2 5 -1.45% -1.16% + 3 5 .0 0 E L . 6 2 6 .19-1.16%+0.50% + 0 0 .0 0 E L . 6 2 7 .0 2 +0.50%-0.63% 6 2 3 .0 1 M A TCH LIN E STA . 103+ 50 SCALE: 1"-50' STA. 103+50 TO STA. 0 50 100 150 SCALE IN FEET S104 P103 S103 S101 S102 P101 S101 S102 S103 S104 P101 P103S73 P73 S74 P72 P72 P73 S73 S74 645 640 635 630 625 620 615 610 605 645 640 635 630 625 620 615 610 605 STA 112+50.00 END WIDENING AND OVERLAY S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T TEMP EASE EX ROWEX ROW EX ROW PR ROW EX ROW E X R O W E X R O W W IN D IN G W A Y EX ROW AND OVERLAY +00.00 BEGIN WIDENING ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASE PROPOSED ~ PROFILE FOR PLAINFIELD-NAPERVILLE ROAD EXISTING ~ PROFILE FOR PLAINFIELD-NAPERVILLE ROAD INVERT ELEV. = 621.79 (NE, S) RIM ELEV. = 630.30 STA. 106+00.0, 50.0' RT MAN TA 7 DIA T1F CL INVERT ELEV. = 624.67 (NE) INVERT ELEV. = 621.75 (N, SW) RIM ELEV. = 631.81 STA. 106+10.9, 61.2' RT MAN TA 7 DIA T1F CL P72 P73 S73 S74 EXISTING 48" RCP EXISTING 48" RCP E A S E E X FLOODPLAIN LIMITS REGULATORY INVERT ELEV. = 624.37 STA. 107+35.0, 50.5' LT CONC ES 542001 18 1:4 INVERT ELEV. = 626.19 STA. 107+35.0, 42.5' RT CONC ES 542001 18 1:4 INVERT ELEV. = 628.25 STA. 105+57.4, 19.2' RT CONC ES 542001 15 1:4 INVERT ELEV. = 627.78 STA. 105+98.1, 40.2' RT CONC ES 542001 15 1:4 DRAINAGE PLAN & PROFILE - PLAINFIELD-NAPERVILLE ROAD TBF = 13.7 C.Y. 70 FT @ 2.60% P CUL CL A 1 18 END OF EXISTING 48" STORM SEWER INSTALL NEW MANHOLE AT UPSTREAM STONE RIPRAP CL A3 - 6 SQ YD 9 .5 ' 5' P103 P101 (V.I.F.) EXISTING 18" STORM SEWER TBF = 0.0 C.Y. 334 FT @ 0.40% STORM SEW CL A 2 48 TBF = 0.0 C.Y. 9 FT @ 0.46% STORM SEW CL A 2 48 TBF = 5.0 C.Y. 20 FT @ 1.16% P CUL CL A 1 15 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 2 0 " W M 20" WM 20" WM 12 " S A N 36" SAN 36" SAN 36" SAN 20" WM 12" RCP 10" HDPE 6 " H D P E 12 " R C P 12 " R C P 18 " R C P 20" WM S U R V E Y E D P LO TT E D B Y D A T E N O T E B O O K N O . P L A N A LIG N M E N T C H E C K E D R T . O F W A Y C H E C K E D C A D D F ILE N A M E P R O F ILE S U R V E Y E D P LO T T E D G R A D E S C H E C K E D B .M . N O T E D S T R U C TU R E N O T A T'N S C H 'K D B Y D A T E N O T E B O O K N O . D efau lt I:\C H I\LE G A C Y \C H IC A G O 2 (T D rive)\2 544 \03_C A D D \0 1_S heets\08_D rainage\D 1-S H T -H W L-D R N -P R O P O S E D _D R A IN A G E _03.dg n F ILE N A M E : M O D E L: SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 52WILL SHEET NO. OF SHEETS44 PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 6 2 0 .4 8 6 2 1.4 3 6 2 2 .4 1 6 2 3 .3 8 6 2 4 .3 6 6 2 5 .3 4 6 2 6 .3 2 6 2 7 .3 0 6 2 8 .2 7 6 2 9 .2 2 6 3 0 .0 5 6 3 0 .8 8 6 3 0 .7 0 6 3 0 .8 5 6 3 1.5 6 6 3 2 .8 3 6 3 4 .3 7 6 3 5 .7 0 6 3 6 .6 3 6 3 7 .16 6 3 7 .4 2 6 3 7 .6 7 6 3 7 .9 2 6 3 8 .17 6 3 8 .4 2 6 19 .6 6 6 2 0 .6 6 6 2 5 .5 0 6 2 6 .5 8 6 2 7 .5 5 6 2 8 .6 4 6 2 9 .3 7 6 3 0 .16 6 3 0 .7 5 6 3 1.9 8 6 3 4 .3 4 6 3 5 .7 1 6 3 6 .6 1 6 3 7 .2 1 6 3 7 .6 0 6 3 8 .0 4 6 3 8 .13 6 3 8 .17 6 3 8 .2 5 6 3 8 .3 3 6 3 8 .3 8 6 3 8 .4 4 6 3 8 .6 7 6 3 8 .7 6 6 3 8 .9 5 6 3 9 .2 1 6 3 9 .3 2 6 2 1.5 9 6 2 2 .5 7 6 2 3 .5 5 6 2 4 .5 2 33+00 34+00 35+00 0 50 100 150 SCALE IN FEET SCALE: 1"-50'STA. N/A TO STA. N/A TEMP EASE PR ROW EX ROW PR ROWTEMP EASEEX ROW E X R O W PR ROW EX ROW EX ROW TEMP EASE EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W P IN T A IL R O A D P42 S42 S43 P44 S44 S61 S62 S63 S64 S65 S66 S67 S69 S70 P61 P62 P63 P64 P65 P66 P67 P69 P70P71 P68 S68 S71 S81 P81 S82 S41 S42 S43 S44 P42 P44 S63 S64 S65 S66 S67 S68 S69 S70 S71 S61 S62 P61 P62 P63 P65 P66 P64 P67 P68 P69 P70 P71 P81 605 610 615 620 625 630 635 605 610 615 620 625 630 635 E X R O W ~ PLAINFIELD-NAPERVILLE ROAD 600 600 PROPOSED ~ PROFILE FOR 127TH STREET EXISTING ~ PROFILE FOR 127TH STREET R IV E R D U P A G E F L O W INVERT ELEV. = 626.74 (W) INVERT ELEV. = 625.28 (N, S) RIM ELEV. = 636.58 STA. 100+92.5, 50.4' RT MAN TA 5 DIA T1F CL INVERT ELEV. = 626.02 (NE) RIM ELEV. = 630.22 STA. 26+25.1, 24.4' LT INLETS TA T23F&G INVERT ELEV. = 625.95 (S) INVERT ELEV. = 625.91 (E) INVERT ELEV. = 625.41 (N) RIM ELEV. = 632.42 STA. 26+22.6, 42.0' LT MAN TA 6 DIA T1F CL INVERT ELEV. = 626.01 (S) INVERT ELEV. = 626.01 (E, W) RIM ELEV. = 634.75 STA. 26+50.0, 42.0' LT MAN TA 4 DIA T1F CL INVERT ELEV. = 626.09 (N, S) RIM ELEV. = 630.39 STA. 26+50.0, 23.0' LT INLETS TB T23F&G INVERT ELEV. = 626.32 (N) RIM ELEV. = 630.37 STA. 26+50.0, 24.0' RT INLETS TA T23F&G INVERT ELEV. = 627.58 (S) INVERT ELEV. = 626.35 (E, W) RIM ELEV. = 634.23 STA. 27+40.0, 42.0' LT MAN TA 4 DIA T1F CL INVERT ELEV. = 630.85 (N) RIM ELEV. = 635.00 STA. 28+40.0, 23.0' LT INLETS TA T23F&G INVERT ELEV. = 630.77 (S) INVERT ELEV. = 626.74 (W) RIM ELEV. = 637.04 STA. 28+40.0, 42.0' LT MAN TA 4 DIA T1F CL S69 S67 S64 S62 DUPAGE RIVER P61 P62 P63 P66 P69 P67 P64 E X E A S E EX EASEFLOODPLAIN LIMITS REGULATORY FLOODWAY LIMITS REGULATORY S81 S82 INVERT ELEV. = 626.80 (E) RIM ELEV. = 630.98 STA. 100+92.5, 34.0' RT CB TC T8G DRAINAGE PLAN & PROFILE - 127TH STREET ~ 127TH STREET ~ REAGAN BOULEVARD INVERT ELEV. = 634.02 (S) RIM ELEV. = 636.24 STA. 28+92.9, 24.0' RT INLETS TA T23F&G INVERT ELEV. = 631.99 (S) INVERT ELEV. = 633.99 (N) RIM ELEV. = 636.57 STA. 28+92.9, 33.0' RT CB TA T8G S60P60 S60 P60 INVERT ELEV. = 627.89 (N) RIM ELEV. = 632.05 STA. 27+40.0, 24.0' RT INLETS TA T23F&G INVERT ELEV. = 627.66 (N, S) RIM ELEV. = 632.07 STA. 27+40.0, 23.0' LT INLETS TB T23F&G INVERT ELEV. = 613.12 (S) RIM ELEV. = 625.28 STA. 22+61.8, 14.3' RT CB TA 4 DIA T23F&G INVERT ELEV. = 611.13 (N) RIM ELEV. = 625.36 STA. 22+65.7, 14.4' LT CB TA 4 DIA T23F&G STONE RIPRAP CL A3 - 9 SQ YD - 8 SQ YD STONE RIPRAP CL A3 - 8 SQ YD STONE RIPRAP CL A3 INVERT ELEV. = 613.00 (N) STA. 22+61.8, 43.6' RT PRC FLAR END SEC 12 INVERT ELEV. = 611.00 (S) STA. 22+64.8, 47.7' LT PRC FLAR END SEC 12 6' 13.5' 4' 9.5' 5' 14' 8.5' 14.5' S41 CL A3 - 13 SQ YD STONE RIPRAP PIPE UNDERDRAIN 6 SP- 5 FT PIPE UNDERDR T 1 6 - 50 FT PIPE UNDERDRAIN 6 SP- 5 FT PIPE UNDERDR T 1 6 - 10 FT TBF = 0.8 C.Y. 16 FT @ 0.50% STORM SEW CL A 2 12 TBF = 0.9 C.Y. 16 FT @ 0.50% STORM SEW CL A 2 12 TBF = 1.2 C.Y. 16 FT @ 0.50% STORM SEW CL A 2 12 TBF = 8.2 C.Y. 46 FT @ 0.50% STORM SEW CL A 2 12 TBF = 7.7 C.Y. 46 FT @ 0.50% STORM SEW CL A 2 12 TBF = 0.5 C.Y. 13 FT @ 0.50% STORM SEW CL A 1 12 TBF = 4.7 C.Y. 23 FT @ 0.50% STORM SEW CL A 3 12 TBF = 5.7 C.Y. 26 FT @ 0.50% STORM SEW CL A 3 12 TBF = 0.0 C.Y. 96 FT @ 0.40% STORM SEW CL A 2 24 TBF = 0.0 C.Y. 86 FT @ 0.40% STORM SEW CL A 2 24 TBF = 0.0 C.Y. 23 FT @ 0.40% STORM SEW CL A 2 24 TBF = 0.0 C.Y. 33 FT @ 0.40% STORM SEW CL A 2 30 TBF = 0.0 C.Y. 13 FT @ 0.50% STORM SEW CL A 2 12 TBF = 0.0 C.Y. 163 FT @ 0.40% STORM SEW CL A 2 30 TBF = 0.0 C.Y. 6 FT @ 0.50% STORM SEW WM REQ 12 SHEET NO. OF SHEETS12 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 53WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 20" WM 12" WM 12" SAN 12" SAN 3 6 " S A N 12" RCP 12" RCP 15" EQUALIZER RCP RCP 12" 10 " H D P E 6" HDPE 8 " H D P E 18" RCP 12" WM 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 12" WM 12" SAN 7 2 " R C P 6 6 " R C P 48" RCP 4 8 " R C P 2 4 " S S M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD EX ROW TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET UTILITY RELOCATION PLAN ADJ -NAPERVILLE ROAD ~ PLAINFIELD ADJ ROW PR EASE TEMP ADJ ADJ VILLAGE OF PLAINFIELD WATCH AND PROTECT 20" WATER MAIN VILLAGE OF PLAINFIELD WATCH AND PROTECT 12" WATER MAIN VILLAGE OF PLAINFIELD WATCH AND PROTECT 12" WATER MAIN BE MOVED FIRE HYDRANT TO BE MOVED FIRE HYDRANT TO ~ 12 7 T H S T R E E T OTHERWISE NOTED AND PROTECT UNLESS NICOR GAS LINE WATCH OTHERWISE NOTED AND PROTECT UNLESS NICOR GAS LINE WATCH VILLAGE OF PLAINFIELD 12" SANITARY SEWER VILLAGE OF PLAINFIELD 12" SANITARY SEWER FIBER OPTIC METRO FIBERNET METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 130' AERIAL LINE METRO FIBERNET, AT&T COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 217' AERIAL LINE METRO FIBERNET, AT&T COMED, COMCAST, PR.: STA. XX+XX.XX, XX.XX EX.: STA. 101+57.7, 24.9 L WOOD POLE METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 142' AERIAL LINE METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 228' AERIAL LINE METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 89+86.0, 32.1 L WOOD POLE METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 92+13.8, 32.4 L WOOD POLE METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 94+35.4, 26.4 L WOOD POLE METRO FIBERNET COCOMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 95+11.1, 30.1 L WOOD POLE METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 222' AERIAL LINE METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 140' AERIAL LINE METRO FIBERNET COMED, COMCAST, PR. LENGTH: XXX' EX. LENGTH: 140' AERIAL LINE TEMP EASE METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 96+56.8, 26.9 L WOOD POLE METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 97+96.2, 28.3 L WOOD POLE METRO FIBERNET, AT&T COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 103+74.2, 31.6 L WOOD POLE COMED, METRO FIBERNET, AT&T PR. LENGTH: XXX' EX. LENGTH: 178' AERIAL LINE COMED, METRO FIBERNET, AT&T PR. LENGTH: XXX' EX. LENGTH: 152' AERIAL LINE COMED, METRO FIBERNET, AT&T PR. LENGTH: XXX' EX. LENGTH: 92' AERIAL LINE COMED, METRO FIBERNET, AT&T PR. LENGTH: XXX' EX. LENGTH: 166' AERIAL LINE COMED, METRO FIBERNET, AT&T PR. LENGTH: XXX' EX. LENGTH: 42' AERIAL LINE COMED, METRO FIBERNET, AT&T NO ADJUSTMENT, WATCH AND PROTECT EX.: STA. 111+30.4, 59.4 L WOOD POLE COMED, METRO FIBERNET, AT&T NO ADJUSTMENT, WATCH AND PROTECT EX. LENGTH: 199' AERIAL LINE COMED, METRO FIBERNET, AT&T NO ADJUSTMENT, WATCH AND PROTECT EX.: STA. 113+28.8, 58.6 L WOOD POLE COMED, METRO FIBERNET, AT&T PR.: STA. XX+XX.X, XX.X EX.: STA. 105+12.0, 33.0 L WOOD POLE COMED, METRO FIBERNET, AT&T PR.: STA. XX+XX.X, XX.X EX.: STA. 106+89.6, 32.8 L WOOD POLE COMED, METRO FIBERNET, AT&T PR.: STA. XX+XX.X, XX.X EX.: STA. 108+40.7, 32.6 L WOOD POLE COMED, METRO FIBERNET, AT&T PR.: STA. XX+XX.X, XX.X EX.: STA. 109+32.0, 33.5 L WOOD POLE COMED, METRO FIBERNET, AT&T PR.: STA. XX+XX.X, XX.X EX.: STA. 110+97.6, 33.5 L WOOD POLE CABLE BURIED AT&T CABLE BURIED AT&T CABLE AT&T BURIED CABLE BURIED AT&T METRO FIBERNET COMED, COMCAST, PR.: STA. XX+XX.X, XX.X EX.: STA. 98+86.1, 27.3 L WOOD POLE CABLE AT&T BURIED FIBERNET, AT&T COMED, METRO PR. LENGTH: XXX' EX. LENGTH: 138' AERIAL LINE NICOR GAS WATCH AND PROTECT 6" GAS MAIN NICOR GAS WATCH AND PROTECT 6" GAS MAIN FIBERNET COMED, COMCAST, METRO PR.: STA. XX+XX.XX, XX.XX EX.: STA. 100+27.8, 29.4 L WOOD POLE ~ R E A G A N B L V D RELOCATION) (POTENTIAL CABLE AT&T BURIED RELOCATION) CABLE (POTENTIAL AT&T BURIED UTILITY STRUCTURES TO BE ADJUSTED SHEET NO. OF SHEETS22 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 54WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 2 0 " W M 20" WM 20" WM 12 " S A N 36" SAN 36" SAN 36" SAN 20" WM 12" RCP 10" HDPE 6 " H D P E 12 " R C P 12 " R C P 18 " R C P 20" WM SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW EX ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW UTILITY RELOCATION PLAN EASE TEMP VILLAGE OF BOLINGBROOK PROPOSED: NO ADJUSTMENT EXISTING: 80 FEET (36" DIA.) @ 6.80% SANITARY SEWER VILLAGE OF BOLINGBROOK EXISTING: 78 FEET (36" DIA.) @ 6.80% SANITARY SEWER VILLAGE OF BOLINGBROOK EXISTING: 490 FEET (36" DIA.) @ 0.10% SANITARY SEWER VILLAGE OF BOLINGBROOK EXISTING: 507 FEET (36" DIA.) @ 0.37% SANITARY SEWER STA. 31+28.34, 12.24 L VILLAGE OF BOLINGBROOK PR. ELEV = 637.82 EX. ELEV = 637.27 SANITARY SEWER MANHOLE NICOR GAS STA. 25+75 TO STA 28+00 LOWER BY APPROXIMATELY 2' UNDERGROUND GAS MAIN STA. 22+34.7, 67.6 L VILLAGE OF BOLINGBROOK PR.: NO ADJUSTMENT EX. ELEV 608.76 FLARED END SECTION STA. 23+14.1, 66.2 L VILLAGE OF BOLINGBROOK PR.: NO ADJUSTMENT EX. ELEV = 614.20 SANITARY SEWER MANHOLE ADJ ADJ ADJ PR ROW TEMP EASE R IV E R D U P A G E ~ REAGAN BLVD~ 127TH STREET VILLAGE OF PLAINFIELD WATER AND PROTECT 20" WATER MAIN VILLAGE OF PLAINFIELD WATER AND PROTECT 20" WATER MAIN COMED WATCH AND PROTECT STA. 31+92.9, 74.8 R ELECTRICAL BOX COMED WATCH AND PROTECT STA. 32+34.3, 37.1 L ELECTRICAL BOXSTA. 26+38.4, 12.7 L VILLAGE OF BOLINGBROOK PR. ELEV = 630.51 EX. ELEV = 632.48 SANITARY SEWER MANHOLE STA. 23+69.2, 13.7 L VILLAGE OF BOLINGBROOK PR. ELEV = 627.44 EX. ELEV = 627.28 SANITARY SEWER MANHOLE AT&T BURIED CABLE COMED, METRO FIBERNET PR.: STA. XX+XX.XX, XX.XX EX.: STA. 24+62.7, 40.0 L WOOD POLE COMED, METRO FIBERNET NO ADJUSTMENT, WATCH AND PROTECT EX.: STA. 22+83.9, 56.2 L WOOD POLE CABLE AT&T BURIED FIBER OPTIC METRO FIBERNET AT&T BURIED CABLE VILLAGE OF BOLINGBROOK EXISTING: 270 FEET (36" DIA.) @ 0.10% SANITARY SEWER AT&T BURIED CABLE AT&T BURIED CABLE COMED, METRO FIBERNET PR. LENGTH: XXX' EX. LENGTH: 142' AERIAL LINE COMED, METRO FIBERNET PR. LENGTH: XXX' EX. LENGTH: 180' AERIAL LINE COMED WATCH AND PROTECT UNDERGROUND ELECTRICAL UTILITY STRUCTURES TO BE ADJUSTED FROM THE WASTEWATER TREATMENT PLAN ALONG REAGAN BLVD CONVEYS TREATED WATER VILLAGE OF BOLINGBROOK SANITARY SEWER NOTE: 25+00 26 27 10 0 + 0 0 636 632 SHEET NO. OF SHEETS11 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 55WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 INTERSECTION DETAIL SHEET STA. N/A TO STA. N/A SCALE: 1"-10' ~ 127TH STREET ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D 630.05 629.64 +75 629.22 +50 628.76 +25 2 % 630.47 +25 630.88 +50 630.84 +75 630.71 +25 630.85 +50 631.13 +75 631.55 +00 630.70 +00 2 % 2 % 629.63 +00 629.23 +75 628.83 +50 628.38 +25 2 % 628.40 +25 628.86 +50 629.28 +75 629.56 +00 2 %2 %2 % 2 % 630.59 +75 630.17 +50 629.74 +25 631.01 +00 631.37 +25 631.72 +50 632.06 +75 1.5% 1.5% 1.5% 1.5% +75 631.75 +50 631.41 +75 631.71 +50 631.20 +50 629.56 +25 629.33 +50 629.66 +25 629.25 2.0% 2.0% 2.0% 2.0% 630.23 +25 630.60 +50 630.96 +75 631.31 +00 630.22 +25 630.62 +50 630.98 +75 631.33 +00 2 % 2 %2 %2 %2 % 2 %2 %2 % TEMP EASE EX ROW E X R O W PR ROW EX ROW PR ROW E X R O W PR ROW PR ROW EX ROW EX ROW E X R O W PR ROW EX ROW E X R O W EX ROW PR ROW 1 2 3 4 5 6 100 110 120 130 140 150 160 170 180 200 210 220 230 240 250 260 270 280 300 310 320 330 340 350 360 370 R=50 R=45 R=35 REMARK 127TH 127TH 127TH 127TH PLAINFIELD PLAINFIELD PLAINFIELD PLAINFIELD PLAINFIELD ALIGNMENT 26+35.62 26+34.55 26+24.69 26+15.51 100+43.92 100+50.31 100+58.40 100+67.68 100+77.58 STATION 23.00' LT 23.01' LT 24.52' LT 28.42' LT 41.89' RT 34.23' RT 28.40' RT 24.74' RT 23.50' RT OFFSET 280 270 260 250 240 230 220 210 200 POINT 630.38 630.37 630.22 630.66 630.99 631.20 631.41 631.59 631.74 ELEV POT STA. 25+57.58 127TH ST POT STA. 99+99.94 PLAINFIELD-NAPERVILLE RD= COMB CC&G, TYPE B-6.18 COMB CC&G, TYPE B-6.18 COMB CC&G, TYPE B-6.18 COMB CC&G, TYPE B-6.18 0 10 20 30 SCALE IN FEET REMARK 180 170 160 150 140 130 120 110 100 POINT PLAINFIELD PLAINFIELD PLAINFIELD PLAINFIELD PLAINFIELD 127TH 127TH 127TH 127TH ALIGNMENT 99+21.69 99+31.60 99+41.02 99+49.48 99+56.57 25+04.97 24+96.49 24+87.06 24+77.14 STATION 20.50' LT 21.64' LT 24.94' LT 30.24' LT 37.26' LT 27.64' RT 22.37' RT 19.11' RT 18.00' RT OFFSET 629.28 629.41 629.51 629.56 629.58 629.58 629.55 629.46 629.32 ELEV ~ REAGAN BOULEVARD R=40 REMARK 127TH 127TH 127TH PLAINFIELD PLAINFIELD PLAINFIELD ALIGNMENT 6 5 4 3 2 1 POINT 25+13.62 25+23.44 25+32.39 100+29.67 100+39.09 100+45.84 STATION 21.29' LT 22.98' LT 27.37' LT 24.45' LT 21.16' LT 20.50' LT OFFSET 629.85 630.07 630.39 630.71 631.03 631.35 ELEV REMARK 370 360 350 340 330 320 310 300 POINT 127TH 127TH 127TH 127TH PLAINFIELD PLAINFIELD PLAINFIELD PLAINFIELD ALIGNMENT 26+17.95 26+09.98 26+00.33 25+91.38 99+68.44 99+59.58 99+50.14 99+40.21 STATION 24.00' RT 24.64' RT 27.21' RT 31.64' RT 33.23' RT 28.45' RT 25.50' RT 24.50' RT OFFSET 630.37 630.25 630.13 630.01 629.89 629.77 629.66 629.51 ELEV SHEET NO. OF SHEETS12 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 56WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103ONLY ONLY ONLY ONLY ONLY ONLY R R R R 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 1 PROPOSED PAVEMENT MARKING LEGEND 2 3 4 5 6 7 8 9 10 THERMOPLASTIC PAVEMENT MARKING - LINE 24" (WHITE; STOP LINE) (78000650) THERMOPLASTIC PAVEMENT MARKING - LINE 12" (YELLOW SOLID; 30' C-C SPACING) (78000600) THERMOPLASTIC PAVEMENT MARKING - LINE 12" (WHITE SOLID) (78000600) THERMOPLASTIC PAVEMENT MARKING - LINE 8" (WHITE SOLID) (78000500) THERMOPLASTIC PAVEMENT MARKING - LINE 6" (WHITE DOTTED; 6' SPACE, 2' LINE) (78000400) THERMOPLASTIC PAVEMENT MARKING - LINE 6" (WHITE SOLID) (78000400) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (WHITE SKIP-DASH; 30' SPACE, 10' LINE) (78000200) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (YELLOW DOUBLE CENTERLINE, 11" SPACING C-C) (78000200) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (WHITE SOLID) (78000200) THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS (WHITE) (78000100) TWO-WAY AMBER MARKER @ 40' O.C. (X7810300) ONE-WAY CRYSTAL MARKER @ 40' O.C. (X7810300) ONE-WAY AMBER MARKER @ 40' O.C. (X7810300) PROPOSED PAVEMENT MARKER LEGEND M A TCH LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A PAVEMENT MARKING & SIGNING 1 1 1 1 1 1 2 2 2 2 2 3 3 3 3 9 6 6 6 6 50 'R 40'R 35'R45'R EX ROW EX ROW PR ROW P R R O W E X R O W PR ROW E X R O W EX ROWPR ROW TEMP EASETEMP EASE PR ROW PE PE EX ROW EX ROW TEMP EASE PE TEMP EASE P R R O W E X R O W P R R O W E X R O W P E PE PE 3 450' TAPER @ 45:1 410' TAPER @ 111.67:1 ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASE EX ROW EX ROW EX ROW TEMP EASE FE EX ROW EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD E X R O W E X R O W W IN D IN G W A Y EX ROW EX ROW PR ROW FE TEMP EASE 9 9 10 10 10 2 2 5 5 5 5 EX ROW 6 .5 ' 4 0 .0 ' 4 0 .0 ' 12 ' 12 .0 ' 12 .0 ' 2 4 .0 ' 12 .0 ' 12 .0 ' 12 .0 ' 496.74 RT 97+50.98 8.08 RT 100+51.54 4.17 LT 99+51.83 6.00 RT 23+95.756 6.00 LT 100+80.00 7.00 LT 26+50.00 6.00 RT 25+10.00 30"X30" W3-3 WITH RED FLAGS 30"X30" W3-3 WITH RED FLAGS 10.19 RT 30.68 LT 455.78 RT SIGN 1 AND WILL BE PAID FOR AS RECESSED REFLECTIVE PAVEMENT MARKER. 2. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE RECESSED. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. NOTE: STA 89+01.04 STA 97+88.01 SIGN 6 STA 93+99.13 24"X12" W16-8P SIGN 1 SIGN 2 30"X36" R2-1 SIGN 2 SIGN 3 PR ROW TEMP EASE @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) CRYSTAL MARKER ONE-WAY @ 40' O.C. (TYP) AMBER MARKER TWO-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) CRYSTAL MARKER ONE-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY @ 40 0.C. (TYP) AMBER MARKER ONE-WAY 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET 2 4 .0 ' 4 0 .0 ' 127th St/Reagan Blvd 24"X12" W16-8P 10.00 RT 95+16.27 12 7 T H S T R E E T B O U L E V A R D R E A G A N 86+79.68) MOT LIMITS (STA. PAVEMENT MARKINGS TO EXTEND PROPOSED 117+99.68) TO MOT LIMITS (STA. PAVEMENT MARKINGS EXTEND PROPOSED 6.00 LT 102+92.62 6' LT 105+32.62 240' TAPER 240' STORAGE 127th St/Reagan Blvd 9.99 RT 97+35.59 SIGN 3 PROHIBITED 20,000 LBS GVWR OVER WEIGHT LIMIT TRUCK ENFORCED STRICTLY 30"X36" R12-X SIGN 6 30.60 LT STA 99+25.00 SHEET NO. OF SHEETS22 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 57WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 ONLY ONLY O N LY ONLY O N LY R R R R SCALE: 1"-50'STA. N/A TO STA. N/A PAVEMENT MARKING & SIGNING EX ROW EX ROW EX ROW TEMP EASE PR ROW EX ROW TEMP EASE PR ROW EX ROW E X R O W T E M P E A S E E X R O W E X R O W P R R O W PR ROW EX ROW EX ROW TEMP EASE PE PR ROW TEMP EASE T E M P E A S E P R R O W E X R O W E X R O W P IN T A IL R O A D E X R O W EX ROW EX ROW PE 10 10 10 9 9 5 5 5 6 5 6 3 3 3 3 2 2 2 2 2 2 1 1 1 1 2 50'R 45'R 35'R 40'R ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D 150' TAPER @ 36:1 265' TAPER @ 36:1 2 3 ' 12 ' 3 8 ' 12 ' 15 ' 15 '12 ' 1' 16.45 LT 100+52.62 10 29.17 RT 25+11.00 4.00 RT 26+17.94 3.88 LT 99+51.83 8.04 RT 100+51.54 6.99 LT 27+97.55 0.46 RT 21+95.85 1 PROPOSED PAVEMENT MARKING LEGEND 2 3 4 5 6 7 8 9 10 THERMOPLASTIC PAVEMENT MARKING - LINE 24" (WHITE; STOP LINE) (78000650) THERMOPLASTIC PAVEMENT MARKING - LINE 12" (YELLOW SOLID; 30' C-C SPACING) (78000600) THERMOPLASTIC PAVEMENT MARKING - LINE 12" (WHITE SOLID) (78000600) THERMOPLASTIC PAVEMENT MARKING - LINE 8" (WHITE SOLID) (78000500) THERMOPLASTIC PAVEMENT MARKING - LINE 6" (WHITE DOTTED; 6' SPACE, 2' LINE) (78000400) THERMOPLASTIC PAVEMENT MARKING - LINE 6" (WHITE SOLID) (78000400) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (WHITE SKIP-DASH; 30' SPACE, 10' LINE) (78000200) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (YELLOW DOUBLE CENTERLINE, 11" SPACING C-C) (78000200) THERMOPLASTIC PAVEMENT MARKING - LINE 4" (WHITE SOLID) (78000200) THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS (WHITE) (78000100) TWO-WAY AMBER MARKER @ 40' O.C. (X7810300) ONE-WAY CRYSTAL MARKER @ 40' O.C. (X7810300) ONE-WAY AMBER MARKER @ 40' O.C. (X7810300) PROPOSED PAVEMENT MARKER LEGEND 22.52 RT 99+51.75 @ 40' O.C. (TYP) AMBER MARKER TWO-WAY AND WILL BE PAID FOR AS RECESSED REFLECTIVE PAVEMENT MARKER. 2. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE RECESSED. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. NOTE: SIGN 9 STA 22+52.00 26.94 LT SIGN 16 STA 33+51.60 16.36 LT SIGN 14 STA 26+34.15 34.10 RT SIGN 7 31.79 RT SIGN 8 25.94 RT STA 20+40.45 STA 22+53.29 SIGN 7 SIGN 8 24"X12" W16-8P 30"X30" W3-3 Naperville Rd 12"X36" OM3-L SIGN 9 SIGN 10 12"X36" OM3-R SIGN 14 TONS 6 LIMIT WEIGHT 24"X30" R12-1 SIGN 16 24"X12" W16-8P 30"X30" W3-3 Naperville Rd @ 40' O.C. (TYP) AMBER MARKER (BRIDGE) TWO-WAY @ 40' O.C. (TYP) AMBER MARKER TWO-WAY @ 40 0.C. (TYP) CRYSTAL MARKER ONE-WAY @ 40 0.C. (TYP) CRYSTAL MARKER ONE-WAY TERMINAL MARKER DA TERMINAL MARKER DA 0 50 100 150 SCALE IN FEET 2 5 ' 12 '13 '220' TAPER ~ 127TH STREET ~ REAGAN BOULEVARD STA 25+22.00 32.62 LT 5 0.19 LT 30+17.55 PROHIBITED 20,000 LBS GVWR OVER WEIGHT LIMIT TRUCK ENFORCED STRICTLY 30"X36" R12-X SIGN 10 SHEET NO. OF SHEETS12 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 58WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 4 2 5 + 0 0 2 6 2 7 89 90+00 91 92 93 94 95+00 96 97 98 99 100+00 101 102 103 104 105+00 106 107 108 109 110+00 111 112 113 114 115+00 116 117 118 LANDSCAPING LEGEND LANDSCAPING NOTES 1. IN ALL LANDSCAPED AREAS, THE FOLLOWING SHOULD BE PLACED AND PAID FOR SEPARATELY (NO FERTILIZER ON SEEDING, CLASS 3): -TOPSOIL EXCAVATION AND PLACEMENT 6" (21101505) -TOPSOIL FURNISH AND PLACE, 6" (21101615) (AS NEEDED) -NITROGEN FERTILIZER NUTRIENT (25000400) -PHOSPHORUS FERTILIZER NUTRIENT (25000500) -POTASSIUM FERTILIZER NUTRIENT (25000600) SEEDING, CLASS 2A (25000210) EROSION CONTROL BLANKET (25100630)* SEEDING, CLASS 4 MODIFIED (X2501800) EROSION CONTROL BLANKET (25100630)* PLACE HEAVY DUTY EROSION CONTROL BLANKET (25100635) ON SLOPES STEEPER THAN 3:1 85+00 86 87 88 89 M A TC H LIN E STA . 103+ 50 SCALE: 1"-50' M A TC H LIN E STA . 103+ 50 STA. N/A TO STA. N/A M A TC H LIN E STA . 103+ 50 M A TC H LIN E STA . 103+ 50 EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 6 5 .7 5 E X R O W E X R O W P R R O W PR ROW EX ROW PR ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW EX ROW P R R O W E X R O W E X R O W P R R O W ~ 12 7 T H S T R E E T TEMP EASE EX ROW ~ PLAINFIELD-NAPERVILLE ROAD PR ROW TEMP EASE EX ROW ROW PR EASE TEMP TEMP EASE TEMP EASE EX ROW TEMP EASE ~ PLAINFIELD-NAPERVILLE ROAD TEMP EASEPR ROW EX ROW EX ROW S T A 112 + 5 0 .0 0 L IM IT O F IM P R O V E M E N T EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD EX ROW E X R O W W IN D IN G W A Y E X R O W EX ROW LANDSCAPING PLAN 0 50 100 150 SCALE IN FEET 0 50 100 150 SCALE IN FEET B O U L E V A R D ~ R E A G A N M A TCH LIN E STA . 89+ 00 M A TCH LIN E STA . 89+ 00EX ROW EX ROW ~ PLAINFIELD-NAPERVILLE ROAD 5' 6' (DITCH) 5' SHEET NO. OF SHEETS22 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 59WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 9 8 9 9 10 0 + 0 0 10 1 10 2 LANDSCAPING LEGEND LANDSCAPING NOTES 1. IN ALL LANDSCAPED AREAS, THE FOLLOWING SHOULD BE PLACED AND PAID FOR SEPARATELY (NO FERTILIZER ON SEEDING, CLASS 3): -TOPSOIL EXCAVATION AND PLACEMENT 6" (21101505) -TOPSOIL FURNISH AND PLACE, 6" (21101615) (AS NEEDED) -NITROGEN FERTILIZER NUTRIENT (25000400) -PHOSPHORUS FERTILIZER NUTRIENT (25000500) -POTASSIUM FERTILIZER NUTRIENT (25000600) SEEDING, CLASS 2A (25000210) EROSION CONTROL BLANKET (25100630)* SEEDING, CLASS 4 MODIFIED (X2501800) EROSION CONTROL BLANKET (25100630)* PLACE HEAVY DUTY EROSION CONTROL BLANKET (25100635) ON SLOPES STEEPER THAN 3:1 SCALE: 1"-50'STA. N/A TO STA. N/A EX ROW EX ROW L IM IT S O F R E C O N S T R U C T IO N + 4 5 .17 EX ROW TEMP EASE PR ROW T E M P E A S E E X R O W T E M P E A S E ~ P L A IN F IE L D - N A P E R V IL L E R O A D P R R O W E X R O W PR ROW TEMP EASE TEMP EASE EX ROW EX ROW EX ROW E X R O W P IN T A IL R O A D E X R O W 0 50 100 150 SCALE IN FEET L IM IT S O F IM P R O V E M E N T + 5 2 .5 5 EX ROW PR ROW P R R O W E X R O W ~ P L A IN F IE L D - N A P E R V IL L E R O A D E X R O W E X R O W EX ROW PR ROW TEMP EASE EX ROW D U P A G E R IV E R ~ 127TH STREET LANDSCAPING PLAN ~ REAGAN BOULEVARD 10' 10' 23 24 25+00 26 27 28 9 9 10 0 + 0 0 10 1 R R R R ONLY ONLY ONLY ONLY ONLY 20" WM 36" SAN 12" CMP 21" CMP 24" CMP 10 " C M P 12" CMP SHEET NO. OF SHEETS110 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =40.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 60WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 PROPOSED TRAFFIC SIGNAL INSTALLATION SCALE: 1"-20'STA. N/A TO STA. N/A ~ 127TH STREET ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D 4' UC-GS-3" 7' UC-GS-3" 14' UC-GS-3" 11' UC-GS-3" 72' UC-GS-4" 98' UC-GS-4" 5' UC-GS-(4)4" 13' UC-GS-3" 119' UC-GS-4" 28' UC-GS-3" 8' UC-GS-3" 29' UC-GS-3" NOTES: PR ROW EX ROW E X R O W PR ROW EX ROW P R R O W EX ROW EASETEMP ROWPR E X R O W P R R O W T E M P E A S E E X R O W T E M P E A S E PR ROW EX ROW E X R O W 0 20 40 60 SCALE IN FEET ~ REAGAN BOULEVARD AND POLE, 28 FT. (87702870) STEEL COMBINATION MAST ARM ASSEMBLY AND POLE, 30' (87702880) STEEL COMBINATION MAST ARM ASSEMBLY AND POLE, 46' (87702960) STEEL COMBINATION MAST ARM ASSEMBLY AND POLE, 40 FT. (87702930) STEEL COMBINATION MAST ARM ASSEMBLY ROADWAY LIGHTING LEGEND LUMINAIRE, LED, SPECIAL (X1400238) ROADWAY LIGHTING PAY ITEMS 103' UC-GS-2" EXISTING COMED WOOD POLE MOUNTED, METERED (X1400150) SERVICE INSTALLATION, GROUND (Z0033020) -LUMINAIRE SAFETY CABLE ASSEMBLY -LUMINAIRE, LED, SPECIAL (X1400238) (XLP-TYPE USE) 3-1/C NO. 3/0 (81702460) -ELECTRIC CABLE IN CONDUIT, 600V INTERSECTION: ROADWAY LIGHTING LUMINARES AT THE BY THE CONTRACTOR TO POWER THE THE BELOW PAY ITEMS ARE TO BE USED GEOTECHNICAL NOTES FOR TRAFFIC SIGNAL WORK IF A REVISED FOUNDATION DESIGN WILL BE REQUIRED. DISTRICT GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE FAIL TO MEET THE REQUIREMENTS OF THE STANDARD DETAIL, THE SHOULD THE SOILS ENCOUNTERED DURING THE FOUNDATION EXCAVATION DETERMINE THE MEANS AND METHODS NECESSARY FOR CONSTRUCTION. EVALUATE THE SOIL AND BEDROCK CONDITIONS AND DEPTHS, AND 1, 2022). THE CONTRACTOR SHOULD REVIEW THE ATTACHED BORING LOGS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (ADOPTED JANUARY ACCORDANCE WITH SECTION 516, DRILLED SHAFTS, IN THE IDOT STANDARD THE DRILLED SHAFT CONSTRUCTION SHOULD BE COMPLETED IN DRILLED SHAFT DEPTHS FOR THE TRAFFIC SIGNAL STRUCTURES. ROADWAY BORINGS ENCOUNTERED REFUSAL AT DEPTHS CLOSE TO THE WAS ENCOUNTERED IN THE BRIDGE BORINGS AND SEVERAL OF THE WHETHER A DEEPER FOUNDATION SHAFT IS NECESSARY. SHALLOW BEDROCK CONSTRUCTION, THE DESIGN TEAM SHOULD BE CONTACTED TO EVALUATE THE NOTES OF THE STANDARD DETAILS ARE ENCOUNTERED DURING FROM THE BORINGS. IF SOILS THAT DO NOT MEET THE REQUIREMENTS IN STRUCTURES WILL EXTEND DEEPER THAN THE SOIL INFORMATION OBTAINED STANDARD DETAILS, HOWEVER, THE DRILLED SHAFT FOUNDATIONS FOR THE THE TRAFFIC SIGNAL FOUNDATIONS CAN BE DESIGNED USING THE BASED ON THE SOILS ENCOUNTERED IN THE BORINGS, WE BELIEVE THAT SIGNAL EQUIPMENT 1 EACH REMOVE EXISTING TRAFFIC 4 EACH WOOD POLES 1 EACH FLASHING RED SIGNAL HEAD CONTRACT BID PRICE. EQUIPMENT SHALL BE REFLECTED IN THEIR SALVAGE VALUE OF THE REMOVED RIGHT-OF-WAY AT THEIR EXPENSE. THE THE CONTRACTOR OUTSIDE OF THE EQUIPMENT AND SHALL BE DISPOSED OF BY THE FOLLOWING EXISTING TRAFFIC SIGNAL STA. 100+23.87, 42.83 L (10' DEPTH) (87800400) TYPE E 30 INCH DIAMATER CONCRETE FOUNDATION, L STA. 100+30.56, 33.06 (4' DEPTH) (87800100) FOUNDATION, TYPE A CONCRETE STA. 100+69.09, 37.36 R DIAMATER (11' DEPTH) (87800415) CONCRETE FOUNDATION, TYPE E 36 INCH STA. 100+45.71, 62.58 R DEPTH) (87800100) CONCRETE FOUNDATION, TYPE A (4' STA. 99+28.40, 55.20 R DEPTH) (87800100) CONCRETE FOUNDATION, TYPE A (4' STA. 99+61.14, 48.50 R DIAMATER (13' DEPTH) (87800415) CONCRETE FOUNDATION, TYPE E 36 INCH STA. 99+48.65, 56.15 R DEPTH) (878000200) CONCRETE FOUNDATION, TYPE C (4' ONE STANDARD BE-240) LIGHTING CONTROLLER; SEE DISTRICT (COMBINATION TRAFFIC SIGNAL AND SUPER CABINET (SPECIAL) (X1400081) FULL-ACTUATED CONTROLLER AND TYPE P STA. 99+47.86, 41.83 L DIAMATER (13' DEPTH) (87800415) CONCRETE FOUNDATION, TYPE E 36 INCH L STA. 99+57.99, 61.56 (4' DEPTH) (87800100) FOUNDATION, TYPE A CONCRETE THE RESIDENT ENGINEER. APPROXIMATE AND SHOULD BE VERIFIED BY STATION AND OFFSETS LISTED ARE 3. PAINTED BLACK. ARM ASSEMBLIES AND POLES SHALL BE ALL TRAFFIC SIGNAL POSTS, MAST 2. RECOMMENDATIONS. PER THE MANUFACTURER'S RADAR DETECTORS WILL BE DETERMINED THE MOUNTING LOCATIONS OF THE 1. 1 NO. 6 1 NO. 6 25 8 3 6 1 4 7 3 4 3 4 RESTORATION OF WORK NOTES CABLE PLAN 7YGYGR M 7 5 Y G R 7 Y G Y G R 7 7 R O A D N A P E R V IL L E P LA IN F IE LD - 127TH STREET P LA IN EIFLE - N A PER VILLE R O A D TRACER CABLE 7 Y G Y G R 5 YG R 7 M NO. 6 1 UPS 2 NO. 6 NO. 6 1 P 7 P M P M 127TH STREET R O A D P L A IN F IE L D -N A P E R V IL L E R O A D P LA IN F IE LD -N A P E R V IL L E PROPOSED CONTROLLER SEQUENCE 1 PROPOSED PHASE DESIGNATION DIAGRAM SEQUENCE PROPOSED EMERGENCY VEHICLE PREEMPTION 1 VEHICLE PREEMPTORS PROPOSED EMERGENCY 0.50 OPERATION 25 0.05 1.00 0.10 0.45 25 20 10 12 100 150 PREEMPTOR VEHICLE EMERGENCY PEDESTRIAN PHASES USED ARE DESIGNATED BELOW REFERING TO IDOT HIGHWAY STANDARD 857001. THE VEHICULAR AND TOTAL= MOVEMENT 43 TOTAL 0.50 1.00 1.00 WATTAGE 0.05 1.00 20 SIGNAL (RED) NO. LAMPS WATTAGE VIDEO SYSTEM ARROW TYPE PED. SIGNAL LUMINAIRE CONTROLLER -- -- -- -- 11 -- -- -- INCAND. SIGNAL (GREEN) SIGNAL (YELLOW) L.E.D. ELECTRICAL SERVICE REQUIREMENTS TRAFFIC SIGNAL ACCOUNT NUMBER: COMMONWEALTH EDISONCOMPANY: PHONE: CONTACT:ENERGY SUPPLY - PLAINFIELD, ILLINOIS 60544 14400 S. COIL PLUS DRIVEADDRESS: VILLAGE OF PLAINFIELDBILLED TO: ENERGY COSTS TO - -- -- -- -- -- 120 BLANK-OUT SIGN UPS -- ST. NAME SIGN 12 12 12 16 -- -- 1 -- 1 4 -- -- -- -- -- 66.0 12.0 64.8 16.0 100.0 25.0 240.0 523.8 SPECIFICATIONS 252 AND 250 RESPECTIVELY. UNMOWED FIELDS SHALL BE SEEDED IN ACCORDANCE WITH STANDARD LAWNS SHALL BE REPLACED WITH AN APPROVED SOD, AND ALL DAMAGE TO PAVEMENT, ETC. SHALL BE REPLACED IN KIND. ALL DAMAGE TO MOWED ALL ROADWAY SURFACES SUCH AS SHOULDERS, MEDIANS, SIDEWALKS, AND BACKFILL, ETC., AND NO EXTRA COMPENSATION SHALL BE ALLOWED. THE RELATED PAY ITEM SUCH AS FOUNDATION, CONDUIT, HANDHOLE, TRENCH RESTORATION OF THE TRAFFIC SIGNAL WORK AREA SHALL BE INCIDENTAL TO LEGEND: OL OVERLAP PEDESTRIAN PHASE PROTECTED/PERMITTED PHASE PROTECTED PHASE CABLE PLAN, PHASE DIAGRAM, AND EMERGENCY PREEMPTION SEQUENCE SCALE: NTS STA. N/A TO STA. N/A Y G R Y GR5 Y GYGR Y G Y G R Y G Y G R Y G Y G R Y G Y G R C SUPER P CABINET 3#20 3 3#20 3 V V 5 V V R R R R 3 N A P E R V IL L E R D 3 3 3 N A P E R V IL L E R O A D REAGAN BOULEVARD REAGAN BOULEVARD REAGAN BOULEVARD R O A D P L A IN F IE L D -N A P E R V IL L E 127TH STREET 127TH ST REAGAN BLVD BEING SUBMITTED TO LOCAL ROADS FOR REVIEW. VILLAGE OF PLAINFIELD OR THEIR AUTHORIZED REPRESENTATIVE PRIOR TO MATERIAL SUBMITTALS FOR THIS SIGNAL SHALL BE REVIEWED BY THE INTERSECTION AT LEAST ONE WEEK PRIOR TO TURNING ON THE SIGNAL. CHANGEABLE MESSAGE SIGNS SHALL BE PLACED ON ALL LEGS OF THIS PAINTED BLACK. ALL TRAFFIC SIGNAL POSTS, MAST ARM ASSEMBLIES AND POLES SHALL BE SHEET NO. OF SHEETS210 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 61WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCHEDULE OF QUANTITIES SCALE: NTS STA. N/A TO STA. N/A 81028200 UNDERGROUND CONDUIT, GALVANIZED STEEL, 2" DIA.FOOT 103 81028220 UNDERGROUND CONDUIT, GALVANIZED STEEL, 3" DIA.FOOT 114 81028240 UNDERGROUND CONDUIT, GALVANIZED STEEL, 4" DIA.FOOT 309 81400100 HANDHOLE EACH 3 81400300 DOUBLE HANDHOLE EACH 1 81702460 ELECTRIC CABLE IN CONDUIT, 600V (XLP-TYPE USE) 3-1/C NO. 3/0 FOOT 817 85100500 PAINT NEW TRAFFIC SIGNAL POST EACH 4 85100800 PAINT NEW COMBINATION MAST ARM AND POLE, UNDER 40 FOOT EACH 2 85100901 PAINT NEW COMBINATION MAST ARM AND POLE, 40 FOOT AND OVER EACH 2 87301225 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 3C FOOT 858 87301245 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 5C FOOT 790 87301255 ELECTRIC CABLE IN CONDUIT, SIGNAL NO. 14 7C FOOT 1559 87301805 ELECTRIC CABLE IN CONDUIT, SERVICE, NO. 6 2 C FOOT 124 87301900 ELECTRIC CABLE IN CONDUIT, EQUIPMENT GROUNDING CONDUCTOR FOOT 1354 87501200 TRAFFIC SIGNAL POST, 16 FT.EACH 4 87702870 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 28 FT.EACH 1 87702880 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 30 FT.EACH 1 87702930 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 40 FT.EACH 1 87702960 STEEL COMBINATION MAST ARM ASSEMBLY AND POLE 46 FT.EACH 1 87800100 CONCRETE FOUNDATION, TYPE A FOOT 16 87800200 CONCRETE FOUNDATION, TYPE D FOOT 4 87800400 CONCRETE FOUNDATION, TYPE E 30-INCH DIAMETER FOOT 10 87800415 CONCRETE FOUNDATION, TYPE E 36-INCH DIAMETER FOOT 37 88030020 SIGNAL HEAD, LED, 1-FACE, 3-SECTION, MAST-ARM MOUNTED EACH 4 88030100 SIGNAL HEAD, LED, 1-FACE, 5-SECTION, BRACKET MOUNTED EACH 4 88030110 SIGNAL HEAD, LED, 1-FACE, 5-SECTION, MAST-ARM MOUNTED EACH 4 88200410 TRAFFIC SIGNAL BACKPLATE, LOUVERED, FORMED PLASTIC EACH 8 88700200 LIGHT DETECTOR EACH 2 88700300 LIGHT DETECTOR AMPLIFIER EACH 2 89502375 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EACH 1 Z0033020 LUMINAIRE SAFETY CABLE ASSEMBLY EACH 4 X0324085 EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 2 FOOT 858 X0327698 LED INTERNALLY ILLUMINATED STREET NAME SIGN EACH 4 X1400081 FULL-ACTUATED CONTROLLER AND TYPE SUPER P CABINET (SPECIALEACH 1 X1400150 SERVICE INSTALLATION, GROUND MOUNTED, METERED EACH 1 X1400201 RADAR VEHICLE DETECTION SYSTEM, SINGLE APPROACH, STOP BAR EACH 4 X1400238 LUMINAIRE, LED, SPECIAL EACH 4 X1400424 ELECTRIC CABLE IN CONDUIT, STREET NAME SIGN, NO. 14 3C, TYPE SOOFOOT 817 X8620200 UNINTERRUPTABLE POWER SUPPLY, SPECIAL EACH 1 MAST ARM MOUNTED STREET SIGNS & SCHEDULE OF QUANTITIES 3.7 41.48 11.12 3.76 66 18 8 5 5 6 18 8 5 5 6 3.7 25.44 48 3.7 18 8 5 5 6 2.85 34.32 66 2.85619.98 DESIGN SERIES AREA (SQ FT) SIGN PANEL TYPE SHEETING TYPE QTY. REQUIRED D 8.25 1 ZZ 2 DESIGN SERIES AREA (SQ FT) SIGN PANEL TYPE SHEETING TYPE QTY. REQUIRED D 6 1 ZZ 2 DESIGN SERIES AREA (SQ FT) SIGN PANEL TYPE SHEETING TYPE QTY. REQUIRED D 8.25 1 ZZ 2 6 9.16 SHEET NO. OF SHEETS310 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 62WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SHEET NO. OF SHEETS410 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 63WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS510 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 64WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS610 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 65WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS710 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 66WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS810 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 67WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS910 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 68WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1010 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 69WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A BORING LOGS SCALE: N/A STA. N/A TO STA. N/A TO ~ OF 127TH STREET STATION/OFFSET FOR SS-2 IS NOTE: Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) NR-No Recovery -25 -20 -15 -50 -45 -40 SS-2 GSI Job No.: Bored By: Checked By: Page: Date: -10 4 1.3P 3 4 3.5P7 7 23 22 4 -5 4 5 2.8P 4 21 2.5P 5 10 20 14 127th and Naperville Plainfield Road Geotechnical Investigation Ground Surface Elevation: SS-2 H.W. Lochner Plainfield, Illinois BORING No.: 10' Rt.Offset: Station:25+10 County: Client: Will Project: Location: D E P T H U C S B L O W S Qu 630.2 (ft)(tsf)(/6") n/aSurface Water Elev.: M O I S T After Hours: Groundwater Elevation: Groundwater Elevation: (%) n/a n/a n/a BORING LOG STRUCTURE FOUNDATION -35 -30 U C S B L O W S D E P T H M O I S T (%) Qu (/6")(ft)(tsf) 06133 AJP 11/07/06 DR 1 of 1 Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering -25 The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test NR-No Recovery -50 -15 -20 -45 -40 SS-4 4" CRUSHED STONE -5 -10 -35 -30 BORING LOG STRUCTURE FOUNDATION (ft) 127th and Naperville Plainfield Road Geotechnical Investigation Location: Project: Client: County: Station: Offset: BORING No.: Ground Surface Elevation: D E P T H SS-4 16' Lt. 96+86 625.5 Plainfield, Illinois H.W. Lochner Will n/a n/a n/a n/a M O I S T Surface Water Elev.: B L O W S U C S Groundwater Elevation: Groundwater Elevation: After Hours: Qu (/6")(tsf)(%) M O I S T D E P T H B L O W S U C S (/6")(ft) Qu (%)(tsf) Checked By: GSI Job No.: Bored By: Date: DR AJP 11/06/06 06133 1 of 1Page: Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) NR-No Recovery -25 -50 -20 -45 -15 -40 SS-3 Plainfield, Illinois Ground Surface Elevation: 127th and Naperville Plainfield Road Geotechnical Investigation 5" CONCRETE 9" ASPHALT SS-3BORING No.: Offset: Station: 6' Rt. 93+36 County: Client: Project: Location: Will H.W. Lochner -10 -35 -5 NP 9 50/3 9 8 1.8P3 26 2 3 -30 1 of 1 Bored By: GSI Job No.: Checked By: After Hours: Groundwater Elevation: Groundwater Elevation: Surface Water Elev.: U C S B L O W S M O I S T D E P T H (ft)620.5 Qu (tsf)(/6")(%) D E P T H n/a n/a n/a n/a (ft) Date: BORING LOG STRUCTURE FOUNDATION Page: U C S B L O W S M O I S TQu (tsf)(/6")(%) AJP DR 06133 11/10/06 3 3 3 1.8P 34 2 2 2 0.8P 12 6 7 9 NP 11 50/3 NP 8 CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -9.0' 6" CRUSHED STONE 6" ASPHALT very stiff (A-6) Fill CLAY-brown,gray & black- stiff to very stiff (A-6) Fill SILTY CLAY-brown & gray- brown & black (Fill) TOPSOIL- medium stiff (A-6) Fill SILTY CLAY LOAM-brown- Medium Dense (A-1-b) Fill SAND & GRAVEL-brown- Auger Refusal @ -9.0' CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -4.0' stiff (A-6) Fill CLAY-brown- Auger Refusal @ -4.0' SHEET NO. OF SHEETS14 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 70WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 BORING LOGS SCALE: N/A STA. N/A TO STA. N/A Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) NR-No Recovery -25 -20 -15 -50 -45 -40 (tsf) Qu U C S 127th and Naperville Plainfield Road Geotechnical Investigation BORING LOG STRUCTURE FOUNDATION 2.0P 1.9B 3.0P NP 2" CRUSHED STONE 10" ASPHALT -10 8 5 7 3 3 2 3 5-5 3 5 5 3 Will H.W. Lochner Plainfield, Illinois 107+26 6' Rt. Ground Surface Elevation: BORING No.: Offset: Station: Client: County: Location: Project: B L O W S SS-7 D E P T H 630.3 (/6")(ft) SS-7 12 48 -35 25 97 22 -30 Surface Water Elev.: M O I S T n/a After Hours: Groundwater Elevation: Groundwater Elevation: (%) n/a n/a n/a U C S B L O W S D E P T H M O I S TQu (ft)(tsf)(/6")(%) 06133 AJP Bored By: Checked By: GSI Job No.: Date: DR 11/10/06 1 of 1Page: very stiff (A-6) Fill CLAY-gray- medium dense (A-1-b) Fill SAND & GRAVEL-brown- stiff to very stiff (A-6) Fill, Wet CLAY-brown- NOTE: Organic @-7.0' CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering -25 The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test NR-No Recovery -50 -15 -20 -45 -40 SS-5 4" CRUSHED STONE -5 -10 15 NP 13 12 14 15 NP 14 11 -35 12 7 8 >4.5P 7 17 9 3.5B 10 6 8 129 -30 BORING LOG STRUCTURE FOUNDATION (ft) 127th and Naperville Plainfield Road Geotechnical Investigation Location: Project: Client: County: Station: Offset: BORING No.: Ground Surface Elevation: D E P T H SS-5 10' Rt. 100+28 631.3 Plainfield, Illinois H.W. Lochner Will n/a n/a n/a n/a M O I S T Surface Water Elev.: B L O W S U C S Groundwater Elevation: Groundwater Elevation: After Hours: Qu (/6")(tsf)(%) M O I S T D E P T H B L O W S U C S (/6")(ft) Qu (%)(tsf) Checked By: GSI Job No.: Bored By: Date: DR AJP 11/07/06 06133 1 of 1Page: CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' brown-hard (A-6) Fill SILTY CLAY LOAM- medium dense (A-4) SANDY LOAM-brown- medium dense (A-4) SILTY LOAM-brown- 8" ASPHALT Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering -25 The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test NR-No Recovery -50 -15 -20 -45 -40 SS-6 10" ASPHALT -5 -10 7 NP 12 10 10 12 NP 10 6 -35 8 3 4 1.5P 2 22 5 3.8P 18 9 7 -30 BORING LOG STRUCTURE FOUNDATION (ft) 127th and Naperville Plainfield Road Geotechnical Investigation Location: Project: Client: County: Station: Offset: BORING No.: Ground Surface Elevation: D E P T H SS-6 6' Lt. 103+85 632.6 Plainfield, Illinois H.W. Lochner Will n/a n/a n/a n/a M O I S T Surface Water Elev.: B L O W S U C S Groundwater Elevation: Groundwater Elevation: After Hours: Qu (/6")(tsf)(%) M O I S T D E P T H B L O W S U C S (/6")(ft) Qu (%)(tsf) Checked By: GSI Job No.: Bored By: Date: DR AJP 11/10/06 06133 1 of 1Page: CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' 8" CRUSHED STONE very stiff (A-6) Fill CLAY-gray- medium dense (A-1) FRACTURED ROCK- medium dense (A-4) SILTY LOAM-brown- stiff (A-6) Fill CLAY-brown- SHEET NO. OF SHEETS24 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 71WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 BORING LOGS SCALE: N/A STA. N/A TO STA. N/A TO ~ OF 127TH STREET STATION/OFFSET FOR SS-9 IS NOTE: Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering -25 The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test NR-No Recovery -50 -15 -20 -45 -40 SS-8 TOPSOIL- Fill -5 -10 10 NP 5 5 10 6 1.8P 9 14 -35 7 7 9 4.3P 3 18 4 4.1B 20 3 3 108 -30 BORING LOG STRUCTURE FOUNDATION (ft) 127th and Naperville Plainfield Road Geotechnical Investigation Location: Project: Client: County: Station: Offset: BORING No.: Ground Surface Elevation: D E P T H SS-8 20' Rt. 99+00 629.2 Plainfield, Illinois H.W. Lochner Will n/a n/a n/a n/a M O I S T Surface Water Elev.: B L O W S U C S Groundwater Elevation: Groundwater Elevation: After Hours: Qu (/6")(tsf)(%) M O I S T D E P T H B L O W S U C S (/6")(ft) Qu (%)(tsf) Checked By: GSI Job No.: Bored By: Date: DR AJP 11/06/06 06133 1 of 1Page: Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) NR-No Recovery -25 -50 -20 -15 -45 -40 SS-9 6" CRUSHED STONE 6" ASPHALT -10 16 NP 9 5 8 >4.5P7 5 18 4 -5 5 6 4.1B 4 15 112 6 2.5P 5 6 30 -35 -30 After Hours: Groundwater Elevation: Groundwater Elevation: Surface Water Elev.: BORING LOG STRUCTURE FOUNDATION 127th and Naperville Plainfield Road Geotechnical Investigation SS-9BORING No.: Ground Surface Elevation: 0' Lt.Offset: Station:27+67 H.W. Lochner Plainfield, Illinois County: Client: Will Project: Location: U C S B L O W S M O I S T D E P T H (tsf) Qu (ft)636.9 (/6")(%) 06133 11/07/06 AJP DR (%) U C S B L O W S D E P T H n/a n/a n/a n/a Qu (/6")(ft)(tsf) Checked By: Bored By: GSI Job No.: Date: M O I S T 1 of 1Page: CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -10.0' hard (A-6) Fill CLAY-brown & gray- stiff (A-6) CLAY LOAM-brown- medium dense (A-1) FRACTURED ROCK- very stiff to hard (A-6) Fill CLAY-brown- medium dense (A-4) SILTY LOAM- brown- Geo Services, Inc. (630) 355-2838 Naperville, Illinois 60565 805 Amherst Court, Suite 204 Geotechnical, Environmental & Civil Engineering The SPT (N value) is the sum of the last two blow values in each sampling zone (AASHTO T206) The Unit Dry Weight (pcf) is noted in italics above moist (%) The Unconfined Compressive Strength (UCS) Failure Mode is indicated by (B-Bulge, S-Shear, P-Penetrometer) ST-Shelby Tube Sample VS=Vane Shear Test NR-No Recovery -25 3NP -50 50/2" -20 6NP 20 26 241.25P3 12 2 2 -45 6 -15 144.0P5 11 250.5P 2 2 3 -10 2453.75P -40 -35 5 3 4 222.75P 6 6 311.75-5 5 2 3 -30 127th and Naperville Plainfield Road Geotechnical Investigation H.W. LochnerClient: 8" Asphalt, 4" Concrete 8' Rt. 22+62 BORING No.: Ground Surface Elevation: Station: Offset: BR-4 Plainfield, Illinois Will Location: County: Project: Checked By:AJP 99 252.39B3 4 6 B L O W S M O I S T D E P T H (/6")(ft)625.4 (%) Qu (tsf) U C S Groundwater Elevation: Groundwater Elevation: After Hours: Surface Water Elev.: (/6") D E P T H n/a n/a n/a (ft) n/a M O I S T B L O W S (%)(tsf) Qu U C S BORING LOG STRUCTURE FOUNDATION GSI Job No.: Date: Bored By:DR Nov. 8, 2006 06133 1 of 2Page: BR-4 CME-55 Automatic Hammer Hollow Stem Augers End Of Boring @ -33.5' Driller's Note: 100% Water Loss @ 23.5' stiff to very stiff (A-6) Fill SILTY CLAY-brown and gray- medium stiff to very stiff (Fill) GRAVEL with ORGANICS- SILTY CLAY, TOPSOIL, SAND, brown-hard (A-6) SILTY CLAY- brown-stiff (A-6) SILTY CLAY LOAM- gray-dense (A-1-a) FRACTURED ROCK- WEATHERED BEDROCK 624.4 617.4 611.9 609.4 607.4 591.9 604.4 601.9 RQD=33.3% Recovery=100.0% transverse fractures from -33.2' to -33.5' bedding. Numerous horizontal fractures. mottled brown, fine grained with horizontal RUN 1 (-23.5' to -33.5') Light gray and Silurian System, Niagaran Series Dolomite RUN 1 (-23.5' to -33.5') Silurian System, Niagaran Series Dolomite RUN 1 RUN 1 TO ~ OF 127TH STREET STATION/OFFSET FOR BR-4 IS NOTE: SHEET NO. OF SHEETS34 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 72WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SHEET NO. OF SHEETS44 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =200.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 73WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 8 4 8 5 + 0 0 8 6 8 7 8 8 8 9 9 0 + 0 0 9 1 12 13 14 15+00 16 17 18 19 20+00 21 22 23 24 25+00 26 27 28 29 30+00 31 32 33 34 35+00 36 37 38 39 40+00 9 1 9 2 9 3 9 4 9 5 + 0 0 9 6 9 7 9 8 9 9 10 0 + 0 0 10 1 10 2 10 3 10 4 10 5 + 0 0 10 6 10 7 10 8 10 9 10 9 110 + 0 0 111 112 113 114 SCALE: 1"-100'STA. N/A TO STA. N/A ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ 127TH STREET POT STA. 25+57.58 127TH ST POT STA. 99+99.94 PLAINFIELD-NAPERVILLE RD = ~ 127TH STREET ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D ~ P L A IN F IE L D - N A P E R V IL L E R O A D MATCH LINE STA. 91+00 MATCH LINE STA. 109+00 MATCH LINE STA. 109+00 MATCH LINE STA. 91+00 0 100 200 300 SCALE IN FEET STA. 19+88.72 END IMPROVEMENT STA. 32+52.55 END IMPROVEMENT STA. 112+50.00 END IMPROVEMENTSTA. 90+65.75 END IMPROVEMENT BORING LOCATIONS SS-9SS-5 SS-2 SS-8 SS-3 SS-4 BR-4 SS-6 SS-7 SHEET NO. OF SHEETS16 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 74WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 N LOCATION SKETCH 27 34 35 26 127th St. T w p . 3 7 N Range 9E - 3rd P.M. P la in fie ld /N a p e rville R d . D u P a g e R ive r FE D u P a g e R iv e r F lo w Sta. 21+09.90 ¡ Pier 1 Sta. 21+78.23 ¡ Pier 2 Sta. 20+38.27 Bk. W. Abut. N PLAN ELEVATION & PGL ¡ 127th St. Sta. 22+49.87 Bk. E. Abut. Sta. 21+34.17 ¡ Bridge STRUCTURE NO. 099-3113 STATION 21+34.17 WILL COUNTY F.A.U. RTE 324 - SECTION 08-00044-00-WR 127TH STREET OVER DUPAGE RIVER GENERAL PLAN AND ELEVATION LEGEND Existing Structure Proposed Structure Location Structure 1 '-9 " 1 5 '-3 " 1 5 '-3 " 1 '- 9 " Stream Bed E E 207'-7" Bk. to Bk. Abutments "2 169'-768'-4" ¡ Pier - ¡ Pier"2 169'-7 Bk. of E. Abut.Bk. of W. Abut. S h o u ld e r 3 '-3 " L a n e 1 2 '-0 " L a n e 1 2 '-0 " S h o u ld e r 3 '- 3 " Dupage River 140'-0" 4 3 and see Sheets Joint (Typ.), Expansion Reconstruct 4 3 and see Sheets Joint (Typ.), Expansion Reconstruct O u t-to -O u t D e ck 3 4 '-0 " GENERAL PLAN AND ELEVATION No salvage The structure to remain closed during construction. of abutment length 207'-7" and width 34'-0" o. to o. of deck. The Structure is three span 48" PPC I-Beam w/concrete deck, Bk.-to-Bk. Existing Structure: S.N. 099-3113 Built in 1974 as Section 26-37-9. Sta. 13+90, Elev. 630.79 Bench Mark: Chiseled " " on culvert headwall 14.5' Lt. ¡ Pier 2¡ Pier 1 DESIGN STRESSES FIELD UNITS EXISTING CONSTRUCTION EXISTING CONSTRUCTION PRECAST PRESTRESSED UNITS f's = 173,600 psi f's = 248,000 psi f'c = 4,000 psi f'c = 5,000 psi i i 7°0'0", (Typ.) Overlay, see Sheets and Ƅ" Thin Polymer Concrete Deck Bridge Deck Scarification, and apply Remove Exist. 2" HMA, perform Ƅ" 3 4 PROPOSED CONSTRUCTION fy = 60,000 psi (Reinforcement) f'c = 3,500 psi (Substructure) f'c = 4,000 psi (Superstructure) n = 10 vc = 75 psi fc = 1400 psi (Superstructure) fs = 20,000 psi (Reinforcement) SHEET NO. OF SHEETS26 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 75WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 INDEX OF SHEETS GENERAL NOTES 4 Spa. at 7'-0" = 28'-0"3'-0"3'-0" Exist. PPC I-Beam (Typ.) Shoulder 3'-3" Shoulder 3'-3"2 Lanes at 12'-0" = 24'-0" GENERAL NOTES, BILL OF MATERIAL & INDEX OF SHEETS ¡ 127th St. ¡ 127th St. EXISTING SECTION ¡ 127th St. ƈ" per Ft.ƈ" per Ft. Shoulder 3'-3"2 Lanes at 12'-0" = 24'-0" Shoulder 3'-3" ¡ 127th St. Ƅ" Thin-Polymer Overlay Ƅ" Concrete Bridge Deck Scarification 2" HMA Overlay Removal 3'-0"4 Spa. at 7'-0" = 28'-0"3'-0" PROPOSED SECTION SCOPE OF WORK TOTAL BILL OF MATERIAL 2" HMA Overlay " Slab2 17 " Slab2 17 (Typ.) Drain Deck Exist. (Typ.) Extension Drain Deck REMOVAL CONSTRUCTION slopes of the bridge. Expansion joints shall be fabricated to conform to the proposed cross 10. Manufacturer's recommendations and as approved by the Engineer. Expansion joints shall be fabricated and installed according to the 9. anchorage system. Cost included with Concrete Removal. shall be repaired or replaced using an approved bar splicer or reinforcement bars that are damaged during concrete removal operation straightened and incorporated into the new construction. Any Existing reinforcement extending into the removal area shall be cleaned, 8. minimize the discharge of construction debris into adjacent waterways. The Contractor shall take the necessary practical precautions to 7. Bars noted thus, 34x5-#5, indicates 34 sets of 5-#5 bars.6. shown otherwise. "x45° chamfer except where 4 3All exposed concrete edges shall have a 5. temperature other than 50°F. Standard Specifications when the deck is poured at an ambient Joint openings shall be adjusted according to Article 520.04 of the 4. for the quantity actually furnished at the unit price bid for the work. for a change in scope of the work, however, the Contractor will be paid materials. Such variations shall not be cause for additional compensation necessary approved adjustments prior to construction or ordering of existing dimensions and details affecting new construction and make nominal construction variations. The Contractor shall field verify Plan dimensions and details relative to existing plans are subject to 3. in the pay item covering removal of the existing concrete. by methods that will not damage the steel and the cost will be included paint may remain unless otherwise noted. Removal shall be accomplished removed from the surfaces in contact with concrete. Tightly adhered and other loose or potentially detrimental foreign material shall be Prior to pouring the concrete, all heavy or loose rust, loose mill scale, 2. Reinforcement bars designated (E) shall be epoxy coated.1. " Thin Polymer Overlay.8 3Apply 6. exterior diaphragm pier locations). parapets, abutments and piers (including Pumpable Concrete Mix at Perform Structural Concrete Repairs and Epoxy Crack Injection on 5. Extend or plug existing deck drains as required.4. Preformed Joint Strip Seal. Reconstruct existing bridge deck expansion joints and install new 3. Perform Deck Slab Repairs as required.2. " Bridge Deck Scarification.8 3perform Remove existing 2" HMA and waterproofing membrane from deck and 1. SHEET NO.TITLE 1 GENERAL PLAN AND ELEVATION 2 GENERAL NOTES, BILL OF MATERIAL & INDEX OF SHEETS 3 DECK REPAIR PLAN 4 DECK REPAIR DETAILS 5 PREFORMED JOINT STRIP SEAL 6 SUBSTRUCTURE REPAIRS ITEM UNIT TOTAL Concrete Removal Cu. Yd.1.4 Structure Excavation Cu. Yd.28.4 Concrete Structures Cu. Yd.9.9 Concrete Superstructure Cu. Yd.6.6 Reinforcement Bars, Epoxy Coated Pound 2,960 Preformed Joint Strip Seal Foot 65 Epoxy Crack Injection Foot 21 Pumpable Concrete Mix Cu. Ft.2.8 Hot-Mix Asphalt Surface Removal Complete Sq. Yd.695 Floor Drain Extension Each 24 Concrete Bridge Deck Scarification 3/8 Inch Sq. Yd.695 Bridge Deck Thin Polymer Overlay 3/8"Sq. Yd.695 Structural Repair Of Concrete (Depth Equal To Or Less Than 5 Inches)Sq. Ft.73 Plug Existing Deck Drains Each 32 Deck Slab Repair (Full Depth, Type I)Sq. Yd.5 Deck Slab Repair (Full Depth, Type II)Sq. Yd.5 Deck Slab Repair (Partial)Sq. Yd.105 SHEET NO. OF SHEETS36 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 76WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DECK REPAIR PLAN N DECK PLAN "2 169'-168'-4" ¡ Pier - ¡ Pier"2 169'-1 206'-7" End to End of Deck ¡ Pier 1 ¡ Bridge ¡ Pier 2 LEGEND Plug Deck Drain Deck Drain Extension Plug Existing Deck Drain (Typ.) (Depth Equal to or Less than 5 inches) Structural Repair of Concrete NOTES A A & PGL ¡ 127th St. Bridge Deck Thin Polymer Concrete Overlay, Ƅ" Limits of Bridge Deck Scarification, Ƅ" andSta. 21+09.90 ¡ Pier 1 Sta. 21+34.17 ¡ Bridge Sta. 21+78.23 ¡ Pier 2 CC Concrete Removal JOINT RECONSTRUCTION PLAN (W. Abut. shown E. Abut. Similar) & PGL ¡ 127th St. BILL OF MATERIAL Deck Drain Extension (Typ.) 1-#7 a(E) bar 3 2 '- 3 " Each Side 3-#5 h(E) bars @ 50°F 2Ƅ" Jt. 10"1'-3ƅ" 4" Required per Drain) and Pre-Bent (2 Each ¼" X 2" X 24" Bar Galvanized 1 " 1 3 5 ° 89° 9½" BRACKET DETAIL 2 " ƅ" Hole 7 " B (W. Abut. shown E. Abut. Similar) B JOINT REMOVAL PLAN End of Deck N & PGL ¡ 127th St. Abutment Back of 10" see Sheet Joint (Typ.), Expansion Reconstruct 4 4 2 SF (N. Face of parapet) 7°0'0", (Typ.) EXISTING FLOOR DRAIN For Information Only 30° ± 1 '-2 " 2" 2" 12" 4 " ASTM b211 alloy 6061-T6 ¾" Ø x 1'-1" Aluminum Bar or Aluminum Extrusions ASTM B209 alloy 6061-T6 Aluminum Sheets Welded ƍ" (Typ.) @ Plug Drain Locations SECTION A-A Drain with concrete Plug Existing Floor nuts and washers threaded rod 13" long with Field drill Ƅ" � hole for ¼" 5 " 36° 54° ½" X 4"' Exp. Bolt with Washer Existing Floor Drain BACKET DETAIL Pre-Bent, see ¼" X 2" Bar Stock 3" Threaded Rod ½" X 24" Galvanized 6 " m in . ± 5 '- 0 " SECTION A-A Required Per Drain) and Flat Washer (6 of Each Galvanized Nut, Lock Washer @ Drain Extension Locations 1'-8¾" 4" ±12¾" 4" Aluminum ¼" X 12¼" X 4¼" I.D. DRAIN EXTENSION ƅ" X 17/8" Slot (Typ.) ƈ" Both Sides 3 4 -# 5 u (E ) b a r s L a p w ith 3 4 -u 1 (E ) b a r s a t 1 2 " c ts . 3 4 -# 5 v 1 (E ) b a r s a t 1 2 " c ts . L a p w ith d (E ) b a rs , I.F . 3 4 -# 5 v (E ) b a r s a t 1 2 " c ts . L a p w ith u (E ) b a r s , O .F . Extension. Brackets shall be included in the cost of Floor Drain material. Expansion Bolts, Washers, Nuts, Threaded Rods, and Rods, Drain Extensions and Brackets prior to ordering Contractor to field verify the dimensions of the Galvanized 3. Section C-C, see Sheet . For joint reconstruction details, including Section B-B and 2. the existing deck and after scarification is completed. The Engineer after the HMA overlay has been removed from depth, and location of deck slab repairs shall be determined by Areas of deck slab repairs are estimated. The actual size, 1. ITEM UNIT TOTAL Hot-Mix Asphalt Surface Removal Complete Sq. Yd.695 Floor Drain Extension Each 24 Concrete Bridge Deck Scarification 3/8 Inch Sq. Yd.695 Bridge Deck Thin Polymer Overlay 3/8"Sq. Yd.695 Structural Repair Of Concrete (Depth Equal To Or Less Than 5 Inches)Sq. Ft.2 Plug Existing Deck Drains Each 32 Deck Slab Repair (Full Depth, Type I)Sq. Yd.5 Deck Slab Repair (Full Depth, Type II)Sq. Yd.5 Deck Slab Repair (Partial)Sq. Yd.105 SHEET NO. OF SHEETS46 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 77WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 NOTES BILL OF MATERIAL Exist. #6 bars to remain 10" 8 " S la b 7ƀ " @ 50° F 2Ƅ"10" 8 " 1'-3ƅ" V a r ie s 8 " 6 " 6" 1'-0" h(E), (Typ.) u(E) u1(E) C lr . 2Ɓ" V a rie s 4 '- 3 " Exist. #7 bar to be removed v(E) v1(E) a(E) v(E) and d(E) bars 34-u2(E) bar, Lap with SECTION B-B SECTION C-C BAR u(E)BAR d(E)BAR u1(E)BAR u2(E) 1 0 " 10" 1 '-4 " 1'-0" 1'-0" 1 '-4 " 2 '-7 " 2 '- 7 " 3" 7" 6" 6 " Back of Abutment End of Deck S la b 7ƀ " S ca r ifica tio n , 3 /8 " B r id g e D e ck DECK REPAIR DETAILS Approach Pavement Approach Pavement C o n c r e te O ve r la y Ƅ " Thin Polym er (Typ.) 2" Clr. C lr . 3 " to remain Existing reinforcement 1 '-4 " Beams. deck to avoid damaging the adjacent existing PPC I and construction activities at the end of the existing The Contractor shall exercise caution during removal 1. 5 -# 5 h (E ) b a rs a t 1 2 " cts . cts . L a p w ith v1 (E ) b a r s 3 4 x 5 -# 5 d (E ) b a r s a t 1 2 " *Concrete Superstructure. of concrete included with been removed. Quantity substructure forms have Area to be poured after * expansion joint details See Sheet for5 existing reinforcement. drilling and adjust reinforcement spacing to avoid Contractor shall locate existing reinforcement prior to Cost included with REINFORCEMENT BARS, EPOXY COATED. according to Article 584 of the Standard Specifications. Drill and epoxy grout 8" min. into existing abutment Bar No.Size Length Shape a(E)2 #7 31'-10" d(E)340 #5 1'-8" h(E)22 #5 31'-11" u(E)68 #5 3'-8" u1(E)68 #5 2'-4" u2(E)68 #5 6'-0" v(E)68 #5 5'-1" v1(E)68 #5 3'-11" Concrete Removal Cu. Yd.1.4 Structure Excavation Cu. Yd.28.4 Concrete Structures Cu. Yd.9.9 Concrete Superstructure Cu. Yd.6.6 Reinforcement Bars, Epoxy Coated Pound 2,960 SHEET NO. OF SHEETS56 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 78WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 PREFORMED JOINT STRIP SEAL Locking edge rail Strip seal "4 11 "8 3 flush Grind "16 7 "4 3 min. "8 3 (EXTRUDED) RAIL ROLLED WELDED RAIL s e a l o p e n in g O m it w e ld a t penetration is verified by mock-up. ** Back gouge not required if complete joint Rolled rail shown, welded rail similar. groove shall be free of weld residue. The inside of the locking edge rail " m a x . 2 1 4 " m in . 2 1 3 Locking edge rail Strip seal " m a x . 2 1 4 m in ." 4 3 2 m in ." 4 1 2 "8 11 ** ** Specs., automatically end welded. conforming to Article 1006.32 of the Std. * Granular or solid flux filled headed studs " m a x . 2 1 4 4 " m in . LOCKING EDGE RAIL SPLICE LOCKING EDGE RAILS Top of concrete Top of concrete " 4 1 SECTION A-A SHOWING ROLLED RAIL JOINT " 4 1 angled/bent studs with horizontal studs) " Ø x 6" studs @ 6" cts. (alternate 8 5* m in . ¾ " SHOWING WELDED RAIL JOINToff flush with the plates after concrete is set. miss studs. All rods shall be burned, or sawed the temperature during the deck pour. Place to for holding the proper joint opening based on Ƅ" ϕ threaded rods in Ɗ" ϕ holes at ±4'-0" cts. m in . 1 " m in ." 4 1 3 BILL OF MATERIAL length of the bridge approach slab. cases the pavement connector length shall be adjusted, not the joint at the end of the precast bridge approach slab. For these may be required. One exception to this would be the strip seal a different locking edge rail, dimensional adjustments on the rolled locking edge rail. If the Contractor elects to use to the concrete opening, not the joint opening, and are based parapet lengths shown elsewhere in the plans are dimensioned on the locking edge rail chosen by the Contractor. Deck and The concrete opening below the strip seal will vary based rail splice detail. curb or parapet shall be welded as shown in the locking edge rail joint within 10' measured perpendicular to the face of the shall be ƈ" and sealed with a suitable sealant; however, any The Maximum space between locking edge rail segments according to Article 520.03 of the Standard Specifications. All steel components shall be galvanized after fabrication shall be followed. The manufacturer's recommended installation methods according to the manufacturer's recommendation. " maximum depth provided the anchorage system is revised2 14 however, will not be allowed. Locking edge rails may exceed the and meet the minimum anchorage shown. Flanged edge rails, manufacturer to manufacturer provided they fit the application of the locking edge rails and matching strip seal may vary from applications and are conceptual only. The actual configuration The locking edge rails depicted are configured for typical rated movement of 4 inches. are not permitted. The gland shall be sized for a maximum rails. Open or "webbed" strip seal gland configurations seal shall match the configuration of the locking edge ". The configuration of the strip4 1a minimum thickness of The strip seal shall be made continuous and shall have Notes: "2 11 at 50° F at 50° F at 50° F at 50° F "8 32 "8 32 "8 7 ITEM UNIT TOTAL Preformed Joint Strip Seal Foot 65 SHEET NO. OF SHEETS66 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME BMIGUSUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - MWM MWM BJN 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 79WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 LEGEND Epoxy Crack Injection Repair BILL OF MATERIAL WEST ABUT. SEAT PLAN WEST ABUT. (Looking West) EAST ABUT. SEAT PLAN EAST ABUT. (Looking East) (Looking West) PIER 1 (Looking East) PIER 1 (Looking West) PIER 2 (Looking East) PIER 2 (Depth Equal to or Less than 5 Inches) Structural Repair of Concrete SUBSTRUCTURE REPAIRS 3 SF 2 SF 1 SF 2 SF 1 SF 2 SF 1 SF 1 SF 3 SF 1 SF 1 SF 1 SF 1 SF 1 SF 1 SF 6 SF 1 SF 1 SF 6 SF 6 SF1 SF 2 SF 1 SF 1 SF 2 SF 2 SF 2 SF 1 SF2 SF 7 SF 8 SF 3.5 FT 2 FT 1 FT 3.5 FT 2 FT 3 FT 3 FT 3 FT ¡ PPC I Beam ¡ PPC I Beam 4 " 4 '-0 " 11" 9" SECTION A-A SECTION B-B 9" 11" 2'-10" ¡ Pier REPAIR AT PIER LOCATIONS TYPICAL EXTERIOR DIAPHRAGM A A BB 4" NOTES and Pumpable Concrete Mix repair Indicates area of diaphragm removal max. 3¾" plans. construction. Actual repair locations shall be shown on As-Built be repaired will be determined by the Engineer at the time of quantities shown are for estimating purposes only. The area to Crack widths are ƃ" ±Ƈ unless otherwise noted. The 3. Pumpable Concrete Mix. removal of exterior diaphragm concrete is included with extend beyond the ¡ of the existing PPC I Beam. Cost of Removal of concrete at exterior diaphragm locations shall not 2. Special Provisions. until the Pumpable Concrete Mix is placed and has cured. See No traffic shall be allowed over the exterior diaphragm repair 1. ITEM UNIT TOTAL Epoxy Crack Injection Foot 21 Pumpable Concrete Mix Cu. Ft.2.8 Structural Repair Of Concrete (Depth Equal To Or Less Than 5 Inches)Sq. Ft.71 MISCELLANEOUS DETAILS SCALE: N/A STA. N/A TO STA. N/A EROSION CONTROL BLANKET INSTALLATION DETAILS Staples Single JointStaples Tamp Soil Firmly Anchor Slot Staple STAPLE DETAIL Parallel Overlaps DETAIL 2 4" Min DETAIL 1 DETAIL 3 6" 12"4" Min 1" Min FLOW SECURE WITH STAPLES DOWNSLOPE BLANKET AND BLANKET 4" OVER OVERLAP END OF UPSLOPE 4" DOWNSLOPE BLANKET BLANKET LAID OVER OVERLAP WITH UPSLOPE BY SIDE USING A 4" OVERLAP BLANKETS SIDE 6" DEEP TRENCH 6" WIDE BY OF BLANKET IN BURY UPSLOPE END TRENCH 6" WIDE BY 6" DEEP BURY TOE OF BLANKET IN 3" 1 PUSH PIN DETAIL 6"- 9" 6"- 9" 1.5" Min FLOW FLOW 2 2 3 1 1 4. All anchor slots shall be stapled at approximately 12" intervals. 3. Erosion control material shall be placed in contact with the soil over a prepared seedbed. length is 6") Staple or push pin lengths shall be selected based on soil type and conditions. (minimum staple 2. 400 stapels with non-stiched blanket per 100 s.y. of material. shall use 4 staples per s.y. of material. This equates to 200 staples with stiched blanket and 1. Staples shall be placed in a diamond pattern at 2 per s.y. for stiched blankets. Non-stiched NOTES: 1 AUTOCAD2006 D raw ing N o. F ile N o . Drawn Designed Checked Approved DateS h eet 1 o f 1 B. JOHNSON IU M - 530 11/08 3 3 REFERENCE STANDARD DWG. NO. SHEET 1 OF 1 DATE 3-16-2012 Project Designed Checked Approved Date Date Date IUM-620B(W) SILT FENCE - SPLICING TWO FENCES 1. 2. 3. 4. 5. Place the end post of the second fence inside the end post of the first fence. Rotate both posts at least 180 degrees in a clockwise direction to create a tight seal with the fabric material. Cut the fabric near the bottom of the stakes to accommodate the 6" flap. Drive both posts a minimum of 18 inches into the ground and bury the flap. Compact backfill (particularly at splices) completely to prevent stormwater piping. ATTACHING TWO SILT FENCES Filter Fabric Posts Step 1 Step 2 Step 3 Filter Fabric SHEET NO. OF SHEETS117 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 80WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 MISCELLANEOUS DETAILS SCALE: N/A STA. N/A TO STA. N/A REFERENCE STANDARD DWG. NO. SHEET 1 OF 2 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-630 STABILIZED CONSTRUCTION ENTRANCE PLAN NOTES: 1.Filter fabric shall meet the requirements of material specification 592 GEOTEXTILE, Table I or 2, Class , or and shall be placed over the cleared area prior to the placing of rock. 2.Rock or reclaimed concrete shall meet one of the following IDOT coarse aggregate gradation, CA-1, CA-2, CA-3 or CA-4 and be placed according to construction specification 25 ROCKFILL using placement Method 1 and Class compaction. 3.Any drainage facilities required because of washing shall be constructed according to manufacturers specifications. 4.If wash racks are used they shall be installed according to the manufacturer's specifications. 6 " M in A A SIDE ELEVATION Filter Fabric Existing Ground 3'Existing pavement Mountable Berm (Optional) L = 5:1 Slope B B Wash Rack (Optional) 10 ' M in 10 ' M in L = 14 ' Existing Pavement Existing Ground Coarse Aggregate M in * * Must Extend Full Width Of Ingress And Egress Operation. Positive Drainage To Sediment Trapping Device. PLAN VIEW 10' Min I II IV III Natural Resources Conservation Service REFERENCE STANDARD DWG. NO. SHEET 2 OF 2 DATE 8-18-94 Project Designed Checked Approved Date Date Date IL-630 STABILIZED CONSTRUCTION ENTRANCE PLAN 3 " M in 3 " M in 14' Min Filter Fabric SECTION A-A 6'- 7" Reinforced Concrete Drain Space SECTION B-B Natural Resources Conservation Service SHEET NO. OF SHEETS217 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 06/03/2022 CHECKED - DRAWN - DESIGNED - 324 81WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SHEET NO. OF SHEETS317 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 82WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS417 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 83WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS517 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 84WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS617 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 85WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS717 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 86WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS817 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 87WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS917 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 88WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1017 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 89WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1117 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 90WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1217 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 91WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1317 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 92WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1417 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 93WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A SHEET NO. OF SHEETS1517 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 94WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 DETAIL SHEETS SCALE: NTS STA. N/A TO STA. N/A WCDOT DETAILS SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1617 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 95WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 WCDOT DETAILS SCALE: N/A STA. N/A TO STA. N/A SHEET NO. OF SHEETS1717 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =0.1667 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 96WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 SCALE: SHEET NO. OF SHEETS1101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =10/3/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 97WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 1:4 2 % EX ROW 2 % 4 % EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % 618.70618.96619.28619.66620.11620.63 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 618.45 618.40 618.70 618.63 618.93 619.02619.09 619.12 619.88 619.71 620.21 620.34 S TA . 93+ 50.00 S TA . 93+ 00.00 S TA . 92+ 50.00 S TA . 92+ 00.00 S TA . 91+ 50.00 S TA . 91+ 00.00 2 % 2 % 2 % 2 % 1:3 2 % 1:3 619.94 619.41 2 % 1:3 619.01 1:32 % 2 % 2 % 1:3 618.61 1:3 2 % 2 % 1:3 618.53 1:3 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % T O P S O IL P L A C E M E N T : 6 .5 0 S Q F T T O P S O IL E X C A V A T IO N : 6 ..5 9 S Q F T F IL L : 1.8 4 .X X S Q F T C U T : 3 5 .10 S Q F T T O P S O IL P L A C E M E N T : 5 .5 1 S Q F T T O P S O IL E X C A V A T IO N : 7 .9 6 S Q F T F IL L : 0 .6 4 S Q F T C U T : 3 8 .4 3 S Q F T T O P S O IL P L A C E M E N T : 5 .13 S Q F T T O P S O IL E X C A V A T IO N : 6 .6 3 S Q F T F IL L : 1.4 9 S Q F T C U T : 5 6 .6 0 S Q F T T O P S O IL P L A C E M E N T : 5 .3 4 S Q F T T O P S O IL E X C A V A T IO N : 6 .8 4 S Q F T F IL L : 2 .6 7 S Q F T C U T : 5 8 .2 6 S Q F T T O P S O IL P L A C E M E N T : 5 .6 6 S Q F T T O P S O IL E X C A V A T IO N : 7 .6 6 S Q F T F IL L : 6 .7 3 S Q F T C U T : 6 4 .8 9 S Q F T T O P S O IL P L A C E M E N T : 6 .7 4 S Q F T T O P S O IL E X C A V A T IO N : 6 .6 9 S Q F T F IL L : 17 .8 6 S Q F T C U T : 5 8 .19 S Q F T 618.21 618.88619.44620.12 620.37 620.79 CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 91+00 TO STA. 93+50 V O L U M E S A R E S H O W N IN T H E E A R T H W O R K S C H E D U L E . N O T E : R E M O V A L A N D D IS P O S A L O F U N S U IT A B L E M A T E R IA L SCALE: SHEET NO. OF SHEETS2101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 98WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % 620.93 EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 4 % 621.71 EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 622.56 1:3 2 % PR ROW TEMP EASE EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 623.40 1:4 2 % PR ROW TEMP EASE EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ TEMP EASE 2 % EX ROW 2 % 624.25 1:4 2 % PR ROW TEMP EASE EX ROW TEMP EASE 2 % EX ROW 2 % 625.09 1:4 2 % PR ROW TEMP EASE 610 615 620 625 625 620 615 610 610 615 620 625 625 620 615 610 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 R O A D P L A IN F IE L D - N A P E R V IL L E ~ 620.49 620.63 621.27 621.40 622.08 622.19 622.91 623.02 623.76 623.86 624.60 624.70 S TA . 95+ 00.00 S TA . 94+ 50.00 S TA . 94+ 00.00 S TA . 95+ 50.00 S TA . 96+ 00.00 S TA . 96+ 50.00 2 % 2 % 1:4 2 % 2 % 1:4 2 % 1:4 1:4 2 % 1:4 2 % 2 % 1:4 T O P S O IL P L A C E M E N T : 5 .3 5 S Q F T T O P S O IL E X C A V A T IO N : 7 .5 2 S Q F T F IL L : 10 .0 2 S Q F T C U T : 7 8 .12 S Q F T T O P S O IL P L A C E M E N T : 4 .6 9 S Q F T T O P S O IL E X C A V A T IO N : 5 .3 0 S Q F T F IL L : 10 .7 8 S Q F T C U T : 6 9 .5 3 S Q F T T O P S O IL P L A C E M E N T : 7 .7 3 S Q F T T O P S O IL E X C A V A T IO N : 15 .5 0 S Q F T F IL L : 8 .3 4 S Q F T C U T : 9 8 .6 9 S Q F T T O P S O IL P L A C E M E N T : 8 .5 1 S Q F T T O P S O IL E X C A V A T IO N : 16 .2 3 S Q F T F IL L : 9 .5 9 S Q F T C U T : 15 2 .7 3 S Q F T T O P S O IL P L A C E M E N T : 9 .2 7 S Q F T T O P S O IL E X C A V A T IO N : 15 .6 8 S Q F T F IL L : 11.4 4 S Q F T C U T : 15 1.3 7 S Q F T T O P S O IL P L A C E M E N T : 8 .0 1 S Q F T T O P S O IL E X C A V A T IO N : 13 .9 2 S Q F T F IL L : 13 .8 5 S Q F T C U T : 13 4 .4 9 S Q F T 1:4 1:4 1:4 1:4 1:4 1:4 621.28 622.30 622.55 623.19624.17625.01 CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 94+00 TO STA. 96+50 SCALE: SHEET NO. OF SHEETS3101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 99WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 EX ROW TEMP EASE 2 % EX ROW 2 % 625.94 1:4 2 % PR ROW TEMP EASE EX ROW TEMP EASE 2 % EX ROW 2 % 626.78 1:4 2 % PR ROW TEMP EASE EX ROW TEMP EASE 2 % EX ROW 2 % 627.63 1:4 2 % PR ROW TEMP EASE EX ROW TEMP EASE 2 % EX ROW 2 % 628.47 1:4 2 % PR ROW TEMP EASE EX ROW TEMP EASE 2 % EX ROW 2 % 629.32 1:3 2 % PR ROW TEMP EASE 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 EX ROW 2 % EX ROW 2 % 630.16 PR ROW TEMP EASE R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ 620 625 630 635 635 630 625 620 625.45 625.54 626.29 626.37 627.14 627.22 627.98 628.06 628.83 628.91 629.65 629.56 S TA . 97+ 00.00 S TA . 97+ 50.00 S TA . 98+ 00.00 S TA . 98+ 50.00 S TA . 99+ 00.00 S TA . 99+ 50.00 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % T O P S O IL P L A C E M E N T : 8 .0 1 S Q F T T O P S O IL E X C A V A T IO N : 13 .9 2 S Q F T F IL L : 13 .8 5 S Q F T C U T : 13 4 .4 9 S Q F T T O P S O IL P L A C E M E N T : 8 .5 6 S Q F T T O P S O IL E X C A V A T IO N : 14 .0 1 S Q F T F IL L : 2 0 .5 4 S Q F T C U T : 12 9 .6 2 S Q F T T O P S O IL P L A C E M E N T : 8 .8 0 S Q F T T O P S O IL E X C A V A T IO N : 15 .2 7 S Q F T F IL L : 12 .4 1 S Q F T C U T : 14 1.5 4 S Q F T T O P S O IL P L A C E M E N T : 8 .5 0 S Q F T T O P S O IL E X C A V A T IO N : 15 .8 4 S Q F T F IL L : 7 .7 3 S Q F T C U T : 15 2 .9 3 S Q F T T O P S O IL P L A C E M E N T : 11.16 S Q F T T O P S O IL E X C A V A T IO N : 16 .9 7 S Q F T F IL L : 11.8 5 S Q F T C U T : 16 9 .15 S Q F T T O P S O IL P L A C E M E N T : 13 .18 S Q F T T O P S O IL E X C A V A T IO N : 17 .9 3 S Q F T F IL L : 9 .9 6 S Q F T C U T : 10 0 .5 2 S Q F T T O P S O IL P L A C E M E N T : 10 .4 9 S Q F T T O P S O IL E X C A V A T IO N : 18 .8 4 S Q F T F IL L : 4 .2 4 S Q F T C U T : 113 .15 S Q F T 1:4 2 % 1:4 1:4 1:4 1:4 1:4 1:4 1:4 1:4 625.86626.70627.55628.39629.90 CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 97+00 TO STA. 99+50 SCALE: SHEET NO. OF SHEETS4101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 100WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 % 2 % 631.01 1.5 % 1:10 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 PR ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 EX ROWEX ROW EX ROWEX ROW 631.72632.36632.84633.16633.33 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 631.41 631.19 632.01 632.05 632.49 632.53 632.81 632.85 632.98 633.02 T O P S O IL P L A C E M E N T : 12 .8 7 S Q F T T O P S O IL E X C A V A T IO N : 15 .0 8 S Q F T F IL L : 13 .8 8 S Q F T C U T : 6 5 .7 9 S Q F T STA . 100+ 00.00 S TA . 100+ 50.00 S TA . 101+ 00.00 S TA . 101+ 50.00 S TA . 102+ 00.00 S TA . 102+ 50.00 1:2.75 1:4 2 % 1:3 5 % 5 % 1:4 5 % 1:4 T O P S O IL P L A C E M E N T : 10 .4 9 S Q F T T O P S O IL E X C A V A T IO N : 18 .8 4 S Q F T F IL L : 4 .2 4 S Q F T C U T : 113 .15 S Q F T T O P S O IL P L A C E M E N T : 10 .7 3 S Q F T T O P S O IL E X C A V A T IO N : 2 0 .0 9 S Q F T F IL L : 5 .9 0 S Q F T C U T : 111.3 7 S Q F T T O P S O IL P L A C E M E N T : 11.17 S Q F T T O P S O IL E X C A V A T IO N : 17 .12 S Q F T F IL L : 5 .0 8 S Q F T C U T : 10 3 .16 S Q F T T O P S O IL P L A C E M E N T : 11.0 5 S Q F T T O P S O IL E X C A V A T IO N : 16 .0 8 S Q F T F IL L : 7 .5 9 S Q F T C U T : 9 7 .0 3 S Q F T T O P S O IL P L A C E M E N T : 10 .8 3 S Q F T T O P S O IL E X C A V A T IO N : 15 .8 6 S Q F T F IL L : 8 .0 9 S Q F T C U T : 7 3 .4 8 S Q F T T O P S O IL P L A C E M E N T : 5 .7 1 S Q F T T O P S O IL E X C A V A T IO N : 9 .9 2 S Q F T F IL L : 4 .0 4 S Q F T C U T : 7 4 .15 S Q F T 1:3 1:3 - N IC O R G A S 6 " G A S B U R IE D C A B L E A T & T - V IL L A G E O F P L A IN F IE L D 12 " W A T E R M A IN E X . C O V E R - 5 .5 ' A P P R O X . 3 0 " E X . C O V E R E X . C O V E R A P P R O X . 3 6 " CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 100+00 TO STA. 102+50 SCALE: SHEET NO. OF SHEETS5101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 101WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 PR ROW EX ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 PR ROW EX ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 PR ROW EX ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 1:4 1:3 PR ROW EX ROW 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 1:3 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 1:3 EX ROW EX ROW 4 % 1:4 TEMP EASE 633.35633.21632.92632.55632.19631.82 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 EX ELEVEX ELEVEX ELEV 633.00 633.03 632.87 632.88 632.58 632.58 632.22 632.19 631.87 631.87 631.50 631.50 T O P S O IL P L A C E M E N T : 12 .8 7 S Q F T T O P S O IL E X C A V A T IO N : 15 .0 8 S Q F T F IL L : 13 .8 8 S Q F T C U T : 6 5 .7 9 S Q F T T O P S O IL P L A C E M E N T : 13 .7 4 S Q F T T O P S O IL E X C A V A T IO N : 13 .3 2 S Q F T F IL L : 2 1.2 9 S Q F T C U T : 5 5 .0 5 S Q F T T O P S O IL P L A C E M E N T : 16 .5 9 S Q F T T O P S O IL E X C A V A T IO N : 15 .7 3 S Q F T F IL L : 3 2 .7 3 S Q F T C U T : 7 9 .3 1 S Q F T T O P S O IL P L A C E M E N T : 17 .9 1 S Q F T T O P S O IL E X C A V A T IO N : 2 0 .8 7 S Q F T F IL L : 2 6 .0 3 S Q F T C U T : 7 2 .4 1 S Q F T T O P S O IL P L A C E M E N T : 2 0 .4 5 S Q F T T O P S O IL E X C A V A T IO N : 2 1.3 9 S Q F T F IL L : 3 4 .5 4 S Q F T C U T : 9 7 .9 9 S Q F T S TA . 103+ 00.00 S TA . 103+ 50.00 S TA . 104+ 00.00 S TA . 104+ 50.00 S TA . 105+ 00.00 S TA . 105+ 50.00 5 % 1:4 5 % 1:4 5 % 1:4 5 % 1:4 T O P S O IL P L A C E M E N T : 8 .9 0 S Q F T T O P S O IL E X C A V A T IO N : 12 .4 8 S Q F T F IL L : 6 .0 0 S Q F T C U T : 5 8 .0 5 S Q F T T O P S O IL P L A C E M E N T : 17 .7 8 S Q F T T O P S O IL E X C A V A T IO N : 2 0 .5 0 S Q F T F IL L : 2 9 .6 9 S Q F T C U T : 111.13 S Q F T CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 103+00 TO STA. 105+50 SCALE: SHEET NO. OF SHEETS6101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 102WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 1:3 EX ROW EX ROW 4 % 1:4 TEMP EASE 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 1:3 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 631.45631.08630.72630.35629.98629.61 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 EX ELEVEX ELEVEX ELEVEX ELEVEX ELEVEX ELEV 631.13 631.13 630.76 630.76 630.40 630.40 630.03 630.03 629.66 629.66 629.29 629.29 T O P S O IL P L A C E M E N T : 17 .8 3 S Q F T T O P S O IL E X C A V A T IO N : 14 .5 1 S Q F T F IL L : 4 2 .2 6 S Q F T C U T : 6 2 .14 S Q F T T O P S O IL P L A C E M E N T : 17 .9 5 S Q F T T O P S O IL E X C A V A T IO N : 14 .3 9 S Q F T F IL L : 5 9 .15 S Q F T C U T : 6 3 .7 6 S Q F T T O P S O IL P L A C E M E N T : 18 .0 9 S Q F T T O P S O IL E X C A V A T IO N : 15 .16 S Q F T F IL L : 4 5 .19 S Q F T C U T : 5 9 .7 3 S Q F T T O P S O IL P L A C E M E N T : 18 .8 5 S Q F T T O P S O IL E X C A V A T IO N : 14 .4 1 S Q F T F IL L : 5 4 .9 3 S Q F T C U T : 6 4 .10 S Q F T T O P S O IL P L A C E M E N T : 15 .8 6 S Q F T T O P S O IL E X C A V A T IO N : 12 .7 9 S Q F T F IL L : 3 8 .6 8 S Q F T C U T : 4 3 .9 0 S Q F T T O P S O IL P L A C E M E N T : 12 .7 8 S Q F T T O P S O IL E X C A V A T IO N : 11.5 7 S Q F T F IL L : 3 2 .7 9 S Q F T C U T : 3 1.9 4 S Q F T S TA . 106+ 00.00 S TA . 106+ 50.00 S TA . 107+ 00.00 S TA . 107+ 50.00 S TA . 108+ 00.00 S TA . 108+ 50.00 1:3 1:3 1:3 1:3 CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 106+00 TO STA. 108+50 SCALE: SHEET NO. OF SHEETS7101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 103WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 629.24628.88628.51628.14627.77627.41 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 615 620 625 630 630 625 620 615 EX ELEVEX ELEVEX ELEVEX ELEVEX ELEVEX ELEV 628.92 628.92 628.56 628.56 628.19 628.19 627.82 627.82 627.45 627.45 627.09 627.09 T O P S O IL P L A C E M E N T : 12 .7 8 S Q F T T O P S O IL E X C A V A T IO N : 11.5 7 S Q F T F IL L : 3 2 .7 9 S Q F T C U T : 3 1.9 4 S Q F T S TA . 109+ 00.00 S TA . 109+ 50.00 S TA . 110+ 00.00 S TA . 110+ 50.00 STA . 111+ 00.00 STA . 111+ 50.00 1:3 1:3 1:3 1:3 1:31:3 T O P S O IL P L A C E M E N T : 10 .3 1 S Q F T T O P S O IL E X C A V A T IO N : 8 .9 3 S Q F T F IL L : 2 6 .4 1 S Q F T C U T : 2 8 .3 4 S Q F T T O P S O IL P L A C E M E N T : 9 .7 7 S Q F T T O P S O IL E X C A V A T IO N : 8 .4 6 S Q F T F IL L : 17 .4 2 S Q F T C U T : 2 7 .6 7 S Q F T T O P S O IL P L A C E M E N T : 9 .3 6 S Q F T T O P S O IL E X C A V A T IO N : 8 .7 6 S Q F T F IL L : 14 .0 3 S Q F T C U T : 2 5 .5 9 S Q F T T O P S O IL P L A C E M E N T : 9 .2 2 S Q F T T O P S O IL E X C A V A T IO N : 9 .3 5 S Q F T F IL L : 7 .3 4 S Q F T C U T : 2 4 .9 4 S Q F T T O P S O IL P L A C E M E N T : 8 .6 7 S Q F T T O P S O IL E X C A V A T IO N : 9 .19 S Q F T F IL L : 9 .8 1 S Q F T C U T : 2 4 .9 8 S Q F T T O P S O IL P L A C E M E N T : 10 .7 0 S Q F T T O P S O IL E X C A V A T IO N : 8 .3 7 S Q F T F IL L : 15 .18 S Q F T C U T : 2 2 .5 3 S Q F T CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 109+00 TO STA. 111+50 SCALE: SHEET NO. OF SHEETS8101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 104WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 R O A D P L A IN F IE L D - N A P E R V IL L E ~ 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 1.5 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % 1:4 EX ROW EX ROW 4 % 1:4 627.04626.67 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 EX ELEVEX ELEV 626.72 626.72 626.35 626.35 S TA . 112+ 00.00 S TA . 112+ 50.00 1:3 1:3 T O P S O IL P L A C E M E N T : 10 .7 0 S Q F T T O P S O IL E X C A V A T IO N : 8 .3 7 S Q F T F IL L : 15 .18 S Q F T C U T : 2 2 .5 3 S Q F T T O P S O IL P L A C E M E N T : 9 .3 6 S Q F T T O P S O IL E X C A V A T IO N : 7 .8 7 S Q F T F IL L : 9 .0 7 S Q F T C U T : 2 0 .6 5 S Q F T T O P S O IL P L A C E M E N T : 7 .3 4 S Q F T T O P S O IL E X C A V A T IO N : 8 .0 4 S Q F T F IL L : 1.9 3 S Q F T C U T : 19 .0 3 S Q F T CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD STA. 112+00 TO STA. 114+50 SCALE: SHEET NO. OF SHEETS9101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 105WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ELEV TEMP EASE 1:4 1:4 2 % EX ROW 2 % 4 % 618.52 618.23 618.28 610 615 620 625 625 620 615 610 S TA . 90+ 65.75 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T EX ROW R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ELEV TEMP EASE 2 % 624.72 615 620 625 630 630 625 620 615 624.33 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T S TA . 96+ 27.70 14 .3 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ELEV 2 % EX ROW 624.86 2 % PR ROW TEMP EASE 615 620 625 630 630 625 620 615 624.37 8 .0 % T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T S TA . 96+ 36.31 8 .0 % EX ELEV 2 % EX ROW 2 % PR ROW TEMP EASE 615 620 625 630 630 625 620 615 625.79 STA . 97+ 19.91 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T R O A D P L A IN F IE L D - N A P E R V IL L E ~ 8 .4 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 633.00 632.69 EX ELEV 625 630 635 640 640 635 630 625 10 % T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T STA . 101+ 71.89 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW PR ROW EX ROW 633.34 EX ELEV 632.99 625 630 635 640 640 635 630 625 STA . 103+ 07.49 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T 4 % 8 % CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD - DRIVEWAYS STA. N/A TO STA. N/A SCALE: SHEET NO. OF SHEETS10101"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 106WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ 4 % EX ROW EX ROW TEMP EASE 631.62 EX ELEV 631.30 620 625 630 635 635 630 625 620 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T STA . 105+ 77.76 8 % 1.5 % R O A D P L A IN F IE L D - N A P E R V IL L E ~ EX ROW 4 % 629.51 TEMP EASE 629.19 EX ELEV 620 625 630 635 635 630 625 620 STA . 108+ 64.00 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T 12 % CROSS SECTIONS - PLAINFIELD-NAPERVILLE ROAD - DRIVEWAYS STA. N/A TO STA. N/A SCALE: SHEET NO. OF SHEETS161"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 107WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 TEMP EASE EX ROW EX ROW S T R E E T 12 7 T H ~ 2 % 2 % TEMP EASE 625.34 610 615 620 625 625 620 615 610 S TA . 22+ 50.00 625.06 625.06 2 % 1:1.6 1:1.7 T O P S O IL P L A C E M E N T : 18 .2 3 S Q F T T O P S O IL E X C A V A T IO N : 5 .8 6 S Q F T F IL L : 2 2 .2 5 S Q F T C U T : 3 7 .8 5 S Q F T 2 % CROSS SECTIONS - 127TH STREET STA. 19+00 TO STA. 22+50 SCALE: SHEET NO. OF SHEETS261"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 108WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 S T R E E T 12 7 T H ~ 2 % 2 % S T R E E T 12 7 T H ~ 2 % 2 % S T R E E T 12 7 T H ~ 2 % 2 % S T R E E T 12 7 T H ~ 2 % 2 % S T R E E T 12 7 T H ~ 2 % 2 % EX ROW TEMP EASE PR ROW EX ROW TEMP EASE PR ROW EX ROW PR ROW EX ROW PR ROW TEMP EASE PR ROW EX ROW TEMP EASE PR ROW EX ROW PR ROW EX ROW PR ROW EX ROW PR ROW EX ROW EX ROW PR ROW 626.32627.30628.27629.22630.05 615 620 625 630 630 625 620 615 615 620 625 630 630 625 620 615 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 S TA . 23+ 00.00 S TA . 23+ 50.00 S TA . 24+ 00.00 S TA . 24+ 50.00 S TA . 25+ 00.00 626.01 626.01 626.97 626.97 627.91 627.91628.86 628.83 629.58 629.63 25+00 S T R E E T 12 7 T H ~ 2 % 2 % 630.88 620 625 630 635 635 630 625 620 S TA . 25+ 50.00 2 % 1:3 1:3 1:2 2 % 1:4 1:4 1:4 1:4 2 % 2 % 2 % 2 % 2 % 1:3 1:3 2 % 1:3 2 %2 % T O P S O IL P L A C E M E N T : 2 8 .6 4 S Q F T T O P S O IL E X C A V A T IO N : 5 .5 9 S Q F T F IL L : 19 3 .9 7 S Q F T C U T : 3 8 .7 2 S Q F T T O P S O IL P L A C E M E N T : 2 8 .0 7 S Q F T T O P S O IL E X C A V A T IO N : 6 .0 9 S Q F T F IL L : 2 3 3 .8 9 S Q F T C U T : 3 9 .19 S Q F T T O P S O IL P L A C E M E N T : 2 7 .8 5 S Q F T T O P S O IL E X C A V A T IO N : 6 .7 1 S Q F T F IL L : 2 2 2 .6 8 S Q F T C U T : 4 1.2 0 S Q F T T O P S O IL P L A C E M E N T : 2 3 .5 9 S Q F T T O P S O IL E X C A V A T IO N : 6 .9 3 S Q F T F IL L : 15 9 .7 2 S Q F T C U T : 3 5 .5 2 S Q F T T O P S O IL P L A C E M E N T : 12 .0 3 S Q F T T O P S O IL E X C A V A T IO N : 8 .9 1 S Q F T F IL L : 2 7 .7 2 S Q F T C U T : 5 0 .3 7 S Q F T T O P S O IL P L A C E M E N T : 5 .7 1 S Q F T T O P S O IL E X C A V A T IO N : 9 .9 2 S Q F T F IL L : 4 .0 4 S Q F T C U T : 7 4 .15 S Q F T CROSS SECTIONS - 127TH STREET STA. 23+00 TO STA. 25+50 SCALE: SHEET NO. OF SHEETS361"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 109WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 % 2 % 2 % 2 % PR ROW EX ROW EX ROW 2 % 2 % PR ROW EX ROW EX ROW 2 % 2 % PR ROW EX ROW EX ROW 2 % 2 % PR ROW EX ROW EX ROW TEMP EASE 2 % 2 % 630.70630.85 631.56632.83 634.37 635.70 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 620 625 630 635 635 630 625 620 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 S TA . 26+ 00.00 S TA . 26+ 50.00 S TA . 27+ 00.00 S TA . 27+ 50.00 S TA . 28+ 00.00 S TA . 28+ 50.00 630.14 629.71 630.62 630.60631.31 631.33633.91 632.58 632.60 1:4 EX ROW EX ROW 1:4 2 % 1:3 2 % 1:4 2 % 1:4 2 % 2 % 1:4 2 % 1:3 2 % 1:4 2 % 1:3 2 % 1:3 2 % 1:3 2 % 2 % 1:4 T O P S O IL P L A C E M E N T : 12 .6 2 S Q F T T O P S O IL E X C A V A T IO N : 3 0 .9 4 S Q F T F IL L : 0 .0 0 S Q F T C U T : 3 10 .9 6 S Q F T T O P S O IL P L A C E M E N T : 18 .9 3 S Q F T T O P S O IL E X C A V A T IO N : 2 7 .7 0 S Q F T F IL L : 0 .0 0 S Q F T C U T : 4 0 2 .7 7 S Q F T T O P S O IL P L A C E M E N T : 2 0 .0 2 S Q F T T O P S O IL E X C A V A T IO N : 2 8 .4 9 S Q F T F IL L : 0 .0 0 S Q F T C U T : 4 4 0 .7 3 S Q F T T O P S O IL P L A C E M E N T : 18 .2 7 S Q F T T O P S O IL E X C A V A T IO N : 2 6 .9 5 S Q F T F IL L : 0 .0 0 S Q F T C U T : 3 8 3 .9 3 S Q F T T O P S O IL P L A C E M E N T : 2 0 .0 2 S Q F T T O P S O IL E X C A V A T IO N : 2 4 .8 5 S Q F T F IL L : 0 .0 0 S Q F T C U T : 3 0 4 .5 1 S Q F T T O P S O IL P L A C E M E N T : 9 .5 5 S Q F T T O P S O IL E X C A V A T IO N : 18 .0 9 S Q F T F IL L : 0 .0 0 S Q F T C U T : 18 4 .6 9 S Q F T B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ 633.89 635.24 630.22 CROSS SECTIONS - 127TH STREET STA. 26+00 TO STA. 28+50 SCALE: SHEET NO. OF SHEETS461"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 110WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 % 2 % 2 % 2 % 2 % 2 % 2 % 2 % 2 % 2 % 2 % 2 % 636.63637.16637.42637.67637.92638.17 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 625 630 635 640 640 635 630 625 630 635 640 645 645 640 635 630 630 635 640 645 645 640 635 630 630 635 640 645 645 640 635 630 S TA . 29+ 00.00 S TA . 29+ 50.00 S TA . 30+ 00.00 S TA . 30+ 50.00 S TA . 31+ 00.00 S TA . 31+ 50.00 636.69636.96 EX ROWEX ROWEX ROWEX ROWEX ROWEX ROW EX ROWEX ROWEX ROWEX ROWEX ROWEX ROW 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:4 2 % 1:3 T O P S O IL P L A C E M E N T : 7 .6 0 S Q F T T O P S O IL E X C A V A T IO N : 16 .2 9 S Q F T F IL L : 0 .0 0 S Q F T C U T : 13 3 .7 8 S Q F T T O P S O IL P L A C E M E N T : 8 .2 3 S Q F T T O P S O IL E X C A V A T IO N : 17 .0 6 S Q F T F IL L : 0 .0 0 S Q F T C U T : 10 6 .6 9 S Q F T T O P S O IL P L A C E M E N T : 7 .4 4 S Q F T T O P S O IL E X C A V A T IO N : 12 .3 1 S Q F T F IL L : 2 .2 4 S Q F T C U T : 8 8 .0 2 S Q F T T O P S O IL P L A C E M E N T : 7 .7 0 S Q F T T O P S O IL E X C A V A T IO N : 12 .0 7 S Q F T F IL L : 5 .15 S Q F T C U T : 8 4 .4 3 S Q F T B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ 636.15 636.17636.70636.96 637.18 637.21637.46 637.44637.69 637.71 T O P S O IL P L A C E M E N T : 8 .18 S Q F T T O P S O IL E X C A V A T IO N : 11.3 8 S Q F T F IL L : 10 .3 6 S Q F T C U T : 7 0 .0 1 S Q F T T O P S O IL P L A C E M E N T : 8 .4 4 S Q F T T O P S O IL E X C A V A T IO N : 10 .9 3 S Q F T F IL L : 12 .5 4 S Q F T C U T : 5 9 .2 5 S Q F T CROSS SECTIONS - 127TH STREET STA. 29+00 TO STA. 31+50 SCALE: SHEET NO. OF SHEETS561"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 111WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 2 % 2 % 2 % 2 % 638.42638.67 630 635 640 645 645 640 635 630 630 635 640 645 645 640 635 630 S TA . 32+ 00.00 S TA . 32+ 50.00 T O P S O IL P L A C E M E N T : 8 .2 1 S Q F T T O P S O IL E X C A V A T IO N : 10 .5 2 S Q F T F IL L : 17 .3 9 S Q F T C U T : 4 4 .5 5 S Q F T EX ROWEX ROW EX ROWEX ROW 2 % 2 % 1:4 638.33 2 % 1:4 1:3 2 % B O U L E V A R D R E A G A N ~ B O U L E V A R D R E A G A N ~ 1:3 638.08 638.06638.31 T O P S O IL P L A C E M E N T : 8 .3 3 S Q F T T O P S O IL E X C A V A T IO N : 10 .12 S Q F T F IL L :16 .5 8 S Q F T C U T : 4 6 .16 S Q F T CROSS SECTIONS - 127TH STREET STA. 32+00 TO STA. SCALE: SHEET NO. OF SHEETS661"=5' (V) 1"=10' (H) 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. FILE NAME JSCHRAMMUSER NAME = PLOT SCALE =20.0000 ' / in. PLOT DATE =9/30/2022 =REVISED - - - - REVISED REVISED REVISED DEPARTMENT OF PUBLIC WORKS VILLAGE OF PLAINFIELD 11208-00044-00-WR F.A.U. 324 DATE - JS JS DS 10/03/2022 CHECKED - DRAWN - DESIGNED - 324 112WILL PLAINFIELD-NAPERVILLE ROAD & 127TH STREET/REAGAN BOULEVARD CONTRACT NO. 61J25 S T R E E T 12 7 T H ~ 2 % PR ROW EX ROW 630.04 PR ELEV 620 625 630 635 635 630 625 620 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T S TA . 24+ 99.38 15 % 2 % 2 % EX ROW TEMP EASE 634.91 625 630 635 640 640 635 630 625 T O P S O IL P L A C E M E N T : X X .X X S Q F T T O P S O IL E X C A V A T IO N : X X .X X S Q F T F IL L : X X .X X S Q F T C U T : X X .X X S Q F T S TA . 28+ 18.54 2 % 10 % B O U L E V A R D R E A G A N ~ CROSS SECTIONS - 127TH STREET - DRIVEWAYS STA. N/A TO STA. N/A