W912P621B0007 117283 Storm Sewer Improvements Vilage of Flossmoor IL RTA PLANS .pdf

PDF 28 MB Posted Aug 25, 2021

Attached to: Village of Flossmoor Storm Sewer Improvements, Flossmoor, Illinois, USACE-Chicago District Project
Solicitation number: W912P621B0007
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 27, 2023

This notice solicits bids for a construction project entitled "Village of Flossmoor Storm Sewer Improvements, Flossmoor, Illinois, USACE-Chicago District Project." The United States Army Corps of Engineers - Chicago District will install approximately 735 lineal feet of 48-inch diameter, 1,368 lineal feet of 54-inch diameter, and 588 lineal feet of 60-inch diameter trunk line storm sewer along Berry Lane, Bob O Link Road, Oakmont Avenue, and Maryland Avenue in Flossmoor, Illinois. The project also includes incidental related work such as pavement, sidewalk, driveway, and parkway restoration. The estimated cost for construction is between $1,000,000.00 and $5,000,000.00. Competition is restricted to Small Business Concerns with a NAICS code of 237110 and size standard of $39.5M. Bids are due by the date specified in the invitation for bids, available only for download from the provided website. The contracting office is the USACE Chicago District located in Chicago, Illinois.

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File	Type	Posted
W912P621B0007 Amd 0002 Flossmoor Sewer Improvements.pdf	PDF	Sep 22, 2021
W912P621B0007 Amd 0001 Flossmoor Sewer Improvements.pdf	PDF	Sep 13, 2021
W912P621B0007 117283 Storm Sewer Improvements Vilage of Flossmoor IL RTA SPECS.pdf	PDF	Aug 25, 2021

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

FLOSSMOOR ROAD VIADUCT

STORM SEWER IMPROVEMENTS

VILLAGE OF FLOSSMOOR, COOK COUNTY, ILLINOIS

25 AUGUST 2021

W912P6-21-B-0007

Chicago District

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FLOSSMOOR

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GOVERNORS HWY

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KEDZIE

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ILLINOIS CENTRAL GULF RAILROAD

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BONNIE

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INDEX OF SHEETS

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COVER

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GENERAL NOTES

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LEGEND, ABBREVIATIONS AND BENCHMARKS

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TYPICAL SECTIONS

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EXISTING CONDITIONS AND REMOVAL PLAN

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EXISTING CONDITIONS AND REMOVAL PLAN

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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SOIL EROSION AND SEDIMENT CONTROL PLAN

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BERRY LANE STA 10+00 TO STA 15+50 PLAN AND PROFILE

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BERRY LANE STA 15+50 TO STA 21+00 PLAN AND PROFILE

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BERRY LANE STA 21+00 TO STA 25+00 PLAN AND PROFILE

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BOB O LINK ROAD STA 30+50 TO STA 36+00 PLAN AND PROFILE

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MARYLAND AVENUE STA 40+00 TO STA 45+00 PLAN AND PROFILE

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MARYLAND AVENUE STA 45+00 TO STA 49+60 PLAN AND PROFILE

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PROPOSED STORM SEWER TABLES

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RESTORATION AND LANDSCAPING PLAN AND PROFILE

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RESTORATION AND LANDSCAPING PLAN AND PROFILE

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IDOT DETAILS

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ENGINEER

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PROFESSIONAL

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"LICENSE EXPIRES 11-30-2021"

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%%UGENERAL NOTES

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%%UDISTRICT ONE DETAILS

AutoCAD SHX Text BD-08 DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING DETAILS FOR FRAMES AND LIDS ADJUSTMENT WITH MILLING TC-10 TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADSTRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS

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%%UHIGHWAY STANDARDS

AutoCAD SHX Text 000001-08 STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS STANDARD SYMBOLS, ABBREVIATIONS AND PATTERNS 424001-11 PERPENDICULAR CURB RAMPS FOR SIDEWALKS PERPENDICULAR CURB RAMPS FOR SIDEWALKS 424006-05 DIAGONAL CURB RAMPS FOR SIDEWALKS DIAGONAL CURB RAMPS FOR SIDEWALKS 424021-06 DEPRESSED CORNER FOR SIDEWALKS DEPRESSED CORNER FOR SIDEWALKS 602601-06 PRECAST REINFORCED CONCRETE FLAT SLAB TOP PRECAST REINFORCED CONCRETE FLAT SLAB TOP 602701-02 MANHOLE STEPS MANHOLE STEPS 604001-04 FRAME AND LIDS TYPE 1 FRAME AND LIDS TYPE 1 606001-07 CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER CONCRETE CURB TYPE B AND COMBINATION CONCRETE CURB AND GUTTER 701006-05 OFF-RD OPERATIONS, 2L, 2W, 15' (4.5 m) TO 24" (600 mm) FROM PAVEMENT EDGE OFF-RD OPERATIONS, 2L, 2W, 15' (4.5 m) TO 24" (600 mm) FROM PAVEMENT EDGE 701011-04 OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY OFF-RD MOVING OPERATIONS, 2L, 2W, DAY ONLY 701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS 701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY LANE CLOSURE, 2L, 2W, MOVING OPERATIONS - DAY ONLY 701501-06 URBAN LANE CLOSURE, 2L, 2W UNDIVIDED URBAN LANE CLOSURE, 2L, 2W UNDIVIDED 701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE SIDEWALK, CORNER OR CROSSWALK CLOSURE 701901-08 TRAFFIC CONTROL DEVICESTRAFFIC CONTROL DEVICES

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1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS IN ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE DETAILS IN THE PLANS, THE SPECIAL PROVISIONS INCLUDED IN THE CONTRACT DOCUMENTS, AND THE LATEST EDITION OF THE FOLLOWING STATE OF ILLINOIS SPECIFICATIONS: “THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION” (REFERRED TO AS THE “STANDARD SPECIFICATIONS”), THE (REFERRED TO AS THE “STANDARD SPECIFICATIONS”), THE STANDARD SPECIFICATIONS”), THE ), THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS”, THE , THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS”, THE “MANUAL OF TEST PROCEDURES FOR MATERIALS” AND THE , THE “MANUAL OF TEST PROCEDURES FOR MATERIALS” AND THE MANUAL OF TEST PROCEDURES FOR MATERIALS” AND THE AND THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS”. . 2. ALL REFERENCES TO "ENGINEER" SHALL BE INTERPRETED AS THE VILLAGE OF ALL REFERENCES TO "ENGINEER" SHALL BE INTERPRETED AS THE VILLAGE OF FLOSSMOOR (VILLAGE) ENGINEER OR VILLAGE REPRESENTATIVE. ALL REFERENCES TO "CONTRACTOR" SHALL BE INTERPRETED AS THE PARTNERSHIP, JOINT VENTURE, OR CORPORATION CONTRACTING WITH THE VILLAGE FOR PERFORMANCE OF PRESCRIBED WORK. 3. NO WORK SHALL COMMENCE UNTIL EROSION CONTROL AND TRAFFIC CONTROL NO WORK SHALL COMMENCE UNTIL EROSION CONTROL AND TRAFFIC CONTROL REQUIREMENTS ARE MET AND APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM THE VILLAGE OF FLOSSMOOR. 4. PER THE VILLAGE'S ORDINANCE, THE CONTRACTOR SHALL BE REQUIRED TO PER THE VILLAGE'S ORDINANCE, THE CONTRACTOR SHALL BE REQUIRED TO CONFINE THE WORK ACTIVITY BETWEEN 7:00 AM-9:00 PM. WORK ON SATURDAYS SHALL BE COORDINATED AND APPROVED IN WRITING BY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE. NO WORK WILL BE PERMITTED ON SUNDAYS OR HOLIDAYS WITHOUT THE ENGINEER'S WRITTEN APPROVAL. WORK ACTIVITY, AS INTENDED HEREIN, INCLUDES WARMING/STARTING UP/IDLING OF ANY MACHINERY OR ENGINES. 5. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS AND CONDITIONS EXISTING IN THE FIELD AT THE JOB SITE PRIOR TO BIDDING ON THE PROJECT AND PRIOR TO ORDERING MATERIALS AND COMMENCEMENT OF CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, THE CONTRACTOR MUST IMMEDIATELY REPORT SAME TO THE ENGINEER BEFORE DOING ANY WORK; OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, SPECIALS PROVISIONS, STANDARD SPECIFICATIONS AND/OR DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTIONS FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF WORK AFFECTED BY OMISSION OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTIONS, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT TO THE MEANING OF THE CONSTRUCTION PLANS AND/OR SPECIFICATIONS, THE DECISION OF THE ENGINEER SHALL BE FINAL AND CONCLUSIVE. 6. BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL “JULIE” BEFORE STARTING ANY EXCAVATION, THE CONTRACTOR SHALL CALL “JULIE” JULIE” (JOINT UTILITY LOCATION INFORMATION FOR EXCAVATION) AT 1-800-892-0123 FOR FIELD LOCATIONS OF BURIED ELECTRIC, TELEPHONE, FIBER OPTICS, GAS, WATER, SEWER AND CABLE TELEVISION FACILITIES (48 HOUR NOTIFICATION IS REQUIRED), 7. THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE THE LOCATIONS OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE VILLAGE DOES NOT GUARANTEE THEIR ACCURACY. THE CONTRACTOR SHALL HAVE THE RESPECTIVE UTILITY COMPANIES FIELD LOCATE ALL THEIR FACILITIES PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL COOPERATE WITH ALL UTILITY OWNERS IN ACCORDANCE WITH STANDARD SPECIFICATIONS, IF UTILITY RELOCATION, ADJUSTMENT, OR PROTECTION IS NECESSARY. THE VILLAGE OF FLOSSMOOR CANNOT BE HELD RESPONSIBLE AND CHARGED BY THE CONTRACTOR FOR ANY TIME DELAYS. THE CONTRACTOR SHALL ALSO VERIFY THE DEPTHS OF THE EXISTING UTILITIES IF NECESSARY TO VERIFY THAT GRADE CONFLICTS WILL NOT OCCUR WITH ANY PROPOSED UTILITIES. ANY RELOCATION OR LOWERING OF UTILITIES SHALL BE COORDINATED BY THE CONTRACTOR. THE COST OF THIS EXPLORATION SHALL BE INCLUDED PAID FOR AS EXPLORATORY EXCAVATION. 8. THE LOCATION OF EXISTING DRAINAGE STRUCTURES AND ANY OTHER PUBLIC THE LOCATION OF EXISTING DRAINAGE STRUCTURES AND ANY OTHER PUBLIC UTILITIES AS SHOWN ON THE PLANS IS APPROXIMATE AND THEIR EXACT LOCATION AND ELEVATION TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THIS WORK SHALL BE CONSIDERED AS INCLUDED IN THE UNIT BID PRICES OF THE CONTRACT, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 9. STORM STRUCTURE OFFSET LOCATIONS ARE TO THE EDGE OF PAVEMENT IF STORM STRUCTURE OFFSET LOCATIONS ARE TO THE EDGE OF PAVEMENT IF THE STRUCTURE IS IN THE CURB LINE OR TO THE CENTER OF STRUCTURE IF THE STRUCTURE IS NOT IN THE CURB LINE. 10. FRAME ELEVATIONS GIVEN ON THE PLANS ARE ONLY TO ASSIST THE FRAME ELEVATIONS GIVEN ON THE PLANS ARE ONLY TO ASSIST THE CONTRACTOR IN DETERMINING THE APPROXIMATE OVERALL HEIGHT OF THE STRUCTURE. FRAMES ON ALL NEW STRUCTURES SHALL BE ADJUSTED TO THE FINAL ELEVATION OF THE AREA IN WHICH THEY ARE LOCATED AS PART OF COST OF THE STRUCTURE. 11. ALL SAW CUTTING REQUIRED TO COMPLETE THE PROPOSED UTILITY WORK ALL SAW CUTTING REQUIRED TO COMPLETE THE PROPOSED UTILITY WORK SHALL BE INCLUDED IN THE COST OF PROPOSED UTILITY WORK. 12. CONNECTION OF PROPOSED STORM SEWER INTO EXISTING STORM SEWER OR CONNECTION OF PROPOSED STORM SEWER INTO EXISTING STORM SEWER OR EXISTING STORM SEWER STRUCTURES SHALL BE INCLUDED IN THE COST OF STORM SEWERS. 13. CONNECTION OF EXISTING STORM SEWER OR SANITARY SEWER INTO PROPOSED CONNECTION OF EXISTING STORM SEWER OR SANITARY SEWER INTO PROPOSED SEWER STRUCTURES SHALL BE INCLUDED IN THE COST OF THE SEWER STRUCTURE. ANY ADDITIONAL SEWER PIPE REQUIRED TO MAKE THE CONNECTION SHALL BE OF THE SAME SIZE AND MATERIAL TYPE AS THE EXISTING SEWER AND SHALL BE INCLUDED IN THE COST OF THE STORM SEWER STRUCTURE OR SANITARY SEWER STRUCTURE. 14. IF ANY STORM SEWER LATERALS ARE FOUND DURING CONSTRUCTION AND ARE IF ANY STORM SEWER LATERALS ARE FOUND DURING CONSTRUCTION AND ARE NOT IDENTIFIED ON THE PLANS, THEY SHALL BE CONNECTED TO THE PROPOSED STORM SEWER SYSTEM AND INCLUDED IN THE COST OF THE STORM SEWER CONSTRUCTION. 15. THE CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS AND PROTECTION THE CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS AND PROTECTION MEASURES REQUIRED FOR MAINTAINING EXISTING UTILITIES, SEWERS, ROADS, DRIVEWAYS, SIDEWALKS AND APPURTENANCES THAT MUST BE KEPT IN OPERATION. 16. THE CONTRACTOR SHALL ENSURE THAT ALL WATER SYSTEM VALVES, VALVE THE CONTRACTOR SHALL ENSURE THAT ALL WATER SYSTEM VALVES, VALVE VAULTS, AND SANITARY SEWER MANHOLES REMAIN READILY ACCESSIBLE TO THE VILLAGE FOR EMERGENCY OPERATIONS. THE LOCATION OF ALL WATER AND SANITARY FACILITIES SHALL BE MARKED AND READILY VISIBLE AT ALL TIMES. 17. THE EXISTING WATER MAIN, SANITARY SEWER, AND STORM SEWER SYSTEM THE EXISTING WATER MAIN, SANITARY SEWER, AND STORM SEWER SYSTEM SHALL BE MAINTAINED AND REMAIN ACTIVE DURING CONSTRUCTION AND AS DETERMINED BY THE ENGINEER. THE CONTRACTOR SHALL BE REQUIRED TO TEMPORARILY CONNECT THE PROPOSED SANITARY AND STORM SEWER TO THE EXISTING SYSTEM AS DETERMINED BY THE ENGINEER TO MAINTAIN THE EXISTING SEWERS. THIS SHALL BE INCLUDED IN THE COST OF UTILITY CONSTRUCTION. 18. ANY NECESSARY VALVE SHUT DOWN, OF VILLAGE WATER MAIN SYSTEM SHALL ANY NECESSARY VALVE SHUT DOWN, OF VILLAGE WATER MAIN SYSTEM SHALL BE DONE BY THE VILLAGE OF FLOSSMOOR PUBLIC WORKS DEPARTMENT STAFF ONLY. CONTRACTOR SHALL COORDINATE SHUTDOWNS WITH THE ENGINEER. VILLAGE OF FLOSSMOOR PUBLIC WORKS DEPARTMENT (708) 957-4100 19. ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE ANY LOOSE MATERIAL DEPOSITED IN THE FLOW LINE OF DRAINAGE STRUCTURES, WHICH OBSTRUCTS THE NATURAL FLOW OF WATER SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY AND PRIOR TO ACCEPTANCE OF THE IMPROVEMENT. ALL DRAINAGE STRUCTURES SHALL BE FREE OF DIRT AND DEBRIS. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED AS INCLUDED IN THE UNIT BID PRICES OF THE CONTRACT. 20. THE CONTRACTOR WILL NOT BE ALLOWED TO SET UP A YARD OR FIELD OFFICE THE CONTRACTOR WILL NOT BE ALLOWED TO SET UP A YARD OR FIELD OFFICE ON VILLAGE PROPERTY WITHOUT THE WRITTEN PERMISSION OF THE VILLAGE. 21. THE CONTRACTOR WILL BE REQUIRED TO TEMPORARILY RESET ALL SIGNS THAT THE CONTRACTOR WILL BE REQUIRED TO TEMPORARILY RESET ALL SIGNS THAT INTERFERE WITH CONSTRUCTION OPERATIONS. ALL SIGNS MUST BE MAINTAINED STRAIGHT AND CLEAN FOR THE DURATION OF THE TEMPORARY SETTING AND MUST BE ERECTED AT A TEMPORARY LOCATION IN A WORKMANLIKE MANNER AND BE VISIBLE TO THE TRAFFIC FOR WHICH IS INTENDED. 22. ALL TREE PROTECTION (TEMPORARY FENCE INSTALLATION), TREE REMOVAL, ALL TREE PROTECTION (TEMPORARY FENCE INSTALLATION), TREE REMOVAL, TREE PRUNING AND ROOT PRUNING SHALL BE COMPLETED BEFORE CONSTRUCTION OPERATIONS COMMENCE IN ANY AREA. AT NO TIME SHALL THE CONTRACTOR PRUNE OR REMOVE ANY TREES UNLESS SPECIFICALLY DETERMINED BY THE ENGINEER. 23. ANY MAILBOXES THAT ARE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ANY MAILBOXES THAT ARE IN CONFLICT WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED TO A TEMPORARY LOCATION DURING CONSTRUCTION. BEFORE THE PROJECT IS COMPLETE, ALL MAILBOXES SHALL BE RELOCATED TO THEIR PERMANENT LOCATIONS IN ACCORDANCE WITH VILLAGE AND USPS STANDARDS. MAIL SERVICE SHALL BE MAINTAINED AT ALL TIMES. 24. ALL REQUIRED CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE ALL REQUIRED CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DIMENSIONS AND ELEVATIONS MEASURED FROM CONTRACTOR'S STAKES. THE CONTRACTOR SHALL EXERCISE PROPER CARE IN THE PRESERVATION OF STAKES SET UNTIL THE ENGINEER'S APPROVAL FOR STAKE REMOVAL IS OBTAINED. 25. THE CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO PROVIDE ADVANCE THE CONTRACTOR MAY BE REQUIRED BY THE ENGINEER TO PROVIDE ADVANCE STAKING FOR COORDINATING IMPROVEMENTS WITH ONE OR MORE PROPERTY OWNERS. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE CONTRACT. 26. THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR THE CONTRACTOR SHALL PROTECT AND CAREFULLY PRESERVE ALL SECTION OR SUBSECTION MONUMENTS OR PROPERTY OR REFERENCE MARKERS UNTIL THE OWNERS, HIS AGENT OR AN AUTHORIZED SURVEYOR HAS WITNESSED OR OTHERWISE REFERENCED THEIR LOCATIONS. 27. THE CONTRACTOR SHALL BE REQUIRED TO SAW VERTICAL CUTS SO AS TO THE CONTRACTOR SHALL BE REQUIRED TO SAW VERTICAL CUTS SO AS TO FORM CLEAN VERTICAL JOINTS. THE COST OF SAW CUTS SHALL BE INCLUDED IN THE APPROPRIATE REMOVAL PAY ITEM. SHOULD THE CONTRACTOR DAMAGE AND/OR DEFACE ANY PAVEMENT EDGE, A NEW SAWED JOINT SHALL BE PROVIDED BY THE CONTRACTOR. ANY ADDITIONAL WORK, INCLUDING SAW-CUTTING, REMOVAL AND REPLACEMENT OF DAMAGED PAVEMENT SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 28. SIDEWALK RAMPS FOR ACCESS FOR THE DISABLED SHALL BE PROVIDED AT SIDEWALK RAMPS FOR ACCESS FOR THE DISABLED SHALL BE PROVIDED AT THE PROPOSED CROSSWALKS IN ACCORDANCE WITH THE IDOT HIGHWAY STANDARDS OR AS DETERMINED BY THE ENGINEER. SIDE CURBS SHOWN IN IDOT HIGHWAY STANDARDS SHALL NOT BE INSTALLED ON THIS PROJECT EXCEPT WHERE NOTED. 29. ALL FRAME AND LID CASTINGS LOCATED WITHIN THE PAVEMENT WHICH ALL FRAME AND LID CASTINGS LOCATED WITHIN THE PAVEMENT WHICH REQUIRES RESETTING TO FINISH GRADE SHALL BE BACKFILLED WITH CLASS SI CONCRETE AND ALLOWED TO CURE FOR 72 HOURS PRIOR TO PLACEMENT OF SURFACE COURSE. CLASS PP CONCRETE SHALL BE USED IF PLACEMENT OF SURFACE COURSE IS PLANNED IN LESS THAN 72 HOURS. HMA MATERIALS WILL NOT BE ALLOWED AS BACKFILL AROUND AN ADJUSTED CASTING. THIS WORK SHALL APPLY TO ALL CASTINGS ADJUSTED OR RECONSTRUCTED AS PART OF THIS CONTRACT, WHETHER PAID FOR SEPARATELY OR INCLUDED IN OTHER CONTRACT WORK. 30. ALL DISTURBED TURF GRASS AREAS WITHIN THE PROJECT LIMITS SHALL BE ALL DISTURBED TURF GRASS AREAS WITHIN THE PROJECT LIMITS SHALL BE RESTORED WITH 4 INCHES OF TOPSOIL AND SOD. 31. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY PROPERTY OWNERS IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY PROPERTY OWNERS AND THE VILLAGE WHEN WATER SERVICES WILL BE TEMPORARY SHUT-OFF DUE TO CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL DISTRIBUTE NOTICES TO THE PROPERTY OWNERS. EVERY EFFORT SHALL BE MADE TO ACCOMMODATE WATER SERVICE TO THESE PROPERTIES. 32. STREETS SHALL BE SWEPT AS DETERMINED BY THE ENGINEER. ALL STREET STREETS SHALL BE SWEPT AS DETERMINED BY THE ENGINEER. ALL STREET SWEEPING COSTS SHALL BE INCLUDED IN THE COST OF THE CONTRACT. FAILURE TO COMPLY WITH STREET SWEEPING REQUIREMENTS WILL RESULT IN A CHARGE OF $500.00 PER OCCURRENCE, IN ADDITION, IF THE CONTRACTOR FAILS TO RESPOND, THE VILLAGE MAY CORRECT THE DEFICIENCIES AND ALL COST THEREOF WILL BE DEDUCTED FROM MONIES DUE OR WHICH MAY BECOME DUE TO THE CONTRACTOR. THE CORRECTIVE ACTION WILL IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER CONTRACTUAL REQUIREMENTS OR RESPONSIBILITIES. 33. FOR ANY PRIVATE WORK (DRIVEWAY, UNDERGROUND UTILITY SERVICE, ETC.) FOR ANY PRIVATE WORK (DRIVEWAY, UNDERGROUND UTILITY SERVICE, ETC.) THE CONTRACTOR ELECTS TO PERFORM WITH PROPERTY OWNERS, VILLAGE PERMITTING AND NOTIFICATION OF SUCH WORK SHALL BE PROVIDED IN WRITING TO THE ENGINEER. THE CONTRACTOR'S SCHEDULE OF PRIVATE WORK SHALL NOT INTERFERE WITH THE PROJECT SCHEDULE OR DEADLINES BUT SHALL BE COORDINATED WHERE NECESSARY TO INSURE CONTINUATION AND COMPLETION OF THIS PUBLIC PROJECT. 34. THE CONTRACTOR SHALL SUBMIT A PRE-PLANNED SEQUENCE (CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A PRE-PLANNED SEQUENCE (CONSTRUCTION SCHEDULE) OF THE WORK AT THE PRECONSTRUCTION MEETING FOR REVIEW AND APPROVAL. THE CONSTRUCTION SCHEDULE MUST BE APPROVED BY THE VILLAGE AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. 35. CONTRACTOR SHALL MARK, STAKE OR PAINT DAMAGED PRIVATE UTILITIES (DOG CONTRACTOR SHALL MARK, STAKE OR PAINT DAMAGED PRIVATE UTILITIES (DOG FENCE, SPRINKLER LINES, ETC.) FOR LOCATION & REPAIR BY PROPERTY OWNER. 36. DURING UTILITY INSTALLATION, PAVEMENT AND DRIVEWAY REMOVAL SHALL BE DURING UTILITY INSTALLATION, PAVEMENT AND DRIVEWAY REMOVAL SHALL BE LIMITED TO THE WIDTH OF THE PROPOSED UTILITY TRENCH. THE COST OF SAWCUTTING EXISTING PAVEMENT FOR UTILITY TRENCHES SHALL BE INCLUDED IN THE COST OF UTILITY CONSTRUCTION. THE COST FOR INSTALLING TEMPORARY CA 6 FROM THE UTILITY TRENCH TO THE EXISTING PAVEMENT ELEVATION SHALL ALSO BE INCLUDED IN THE COST OF UTILITY CONSTRUCTION. ANY DEVIATIONS FROM THIS SHALL BE APPROVED BY THE ENGINEER. 37. A PORTABLE BATHROOM(S) SHALL BE PLACED ON THE JOB SITE(S) AND A PORTABLE BATHROOM(S) SHALL BE PLACED ON THE JOB SITE(S) AND RELOCATED WHEN NECESSARY SO IT IS ACCESSIBLE TO WORKERS. IF WORK IS OCCURRING AT SEVERAL LOCATIONS, ONE PORTABLE BATHROOM SHALL BE PLACED AT EACH LOCATION WITHIN A REASONABLE DISTANCE FROM THE WORK AS DETERMINED BY THE ENGINEER. THIS SHALL BE INCLUDED IN THE PAY ITEM FOR MOBILIZATION. 38. FOLLOWING ANY COORDINATION WITH THE VILLAGE ENGINEER, COUNTY, OR FOLLOWING ANY COORDINATION WITH THE VILLAGE ENGINEER, COUNTY, OR STATE, DOCUMENTATION MUST BE SUBMITTED TO THE U.S. ARMY CORPS OF ENGINEERS CONTRACTING OFFICE REPRESENTATIVE (COR). SOIL EROSION AND SEDIMENT CONTROL NOTES 1. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST WEEKLY AND AFTER EACH SOIL RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF SAID MEASURES SHALL BE MADE IMMEDIATELY (THE SAME DAY). 2. ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE ALL VEGETATIVE AND STRUCTURAL EROSION CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE "ILLINOIS PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL", THE "STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL" OF THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY (IEPA), AND IN CONFORMANCE OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. 3. ALL SLOPES SHALL BE COVERED WITH SOD OR SEED AND BLANKET AS SOON ALL SLOPES SHALL BE COVERED WITH SOD OR SEED AND BLANKET AS SOON AS GRADING AND PLACEMENT OF TOPSOIL HAS BEEN COMPLETED. THE LIMITS OF THE SODDING SHALL BE THE LIMITS OF GRADING AND/OR AS DETERMINED BY THE ENGINEER. 4. INLET FILTER BASKETS SHALL BE PLACED ON ALL CATCH BASINS, INLETS AND INLET FILTER BASKETS SHALL BE PLACED ON ALL CATCH BASINS, INLETS AND MANHOLES WITH OPEN GRATES. TRAFFIC CONTROL AND PROTECTION NOTES 1. EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES. ANY EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT ALL TIMES. ANY CHANGE IN TRAFFIC CONTROL SHALL HAVE PRIOR APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE (3) DAYS NOTICE IN ADVANCE OF CONSTRUCTION ACTIVITIES. 2. ROADS SHALL BE CLOSED TO THROUGH TRAFFIC DURING STORM SEWER ROADS SHALL BE CLOSED TO THROUGH TRAFFIC DURING STORM SEWER INSTALLATION. TRENCHES WILL BE BACKFILLED TO PROVIDE TEMPORARY ACCESS TO DRIVEWAYS BY THE END OF EVERY WORK DAY. THIS WORK SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION FOR TEMPORARY RAMPS AND COST SHALL BE INCLUDED IN THE CONTRACT. 3. ROADS WILL BE CLOSED NO MORE THAN ONE BLOCK AT A TIME DURING ROADS WILL BE CLOSED NO MORE THAN ONE BLOCK AT A TIME DURING PERMEABLE PAVER INSTALLATION ALONG BERRY LANE WITH NO VEHICULAR RESIDENTIAL ACCESS. SIDEWALKS SHALL REMAIN OPEN AT ALL TIMES WHEN ADJACENT ROADS ARE CLOSED. 4. ALL TYPE I OR II BARRICADES, DRUMS, AND VERTICAL PANELS SHALL BE ALL TYPE I OR II BARRICADES, DRUMS, AND VERTICAL PANELS SHALL BE EQUIPPED WITH STEADY BURN MONO-DIRECTIONAL LIGHTS. SPACING SHALL BEAT 50 FOOT INTERVALS ALONG WORK AREAS AND 25 FEET WHERE DIRECTION CHANGES AND TAPERS OCCUR, OR AS DIRECTED BY THE ENGINEER. 5. DAILY LANE CLOSURES SHALL BE APPROVED BY THE VILLAGE AND SHALL BE DAILY LANE CLOSURES SHALL BE APPROVED BY THE VILLAGE AND SHALL BE IN ACCORDANCE WITH THE APPLICABLE HIGHWAY STANDARDS. 6. SCHOOL BUS ROUTES SHALL BE ACCESSIBLE UNLESS OTHERWISE APPROVED SCHOOL BUS ROUTES SHALL BE ACCESSIBLE UNLESS OTHERWISE APPROVED BY THE ENGINEER.

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%%UIEPA PERMITTING NOTES

1. COMPLY WITH THE STANDARD SPECIFICATIONS FOR WATER AND COMPLY WITH THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, LATEST EDITION. 2. HORIZONTAL AND VERTICAL SEPARATION OF WATER MAINS AND HORIZONTAL AND VERTICAL SEPARATION OF WATER MAINS AND SEWER LINES SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS", AND WITH THE REQUIREMENTS OF 35 IL ADM. CODE, SUBTITLE F, SECTION 653.119. 3. WATER MAIN PIPE SHALL BE: WATER MAIN PIPE SHALL BE: A. OPEN-CUT TRENCHES: DUCTILE IRON PIPE COMPLYING WITH OPEN-CUT TRENCHES: DUCTILE IRON PIPE COMPLYING WITH A.N.S.I. A21.51, THICKNESS CLASS 52; WITH JOINTS COMPLYING WITH A.N.S.I. A 21.11; AND WITH CEMENT LINING COMPLYING WITH A.N.S.I. A21.4/A.W.W.A. C104, STANDARD THICKNESS. B. GRANULAR PIPE BEDDING AND COVERING MATERIAL SHALL GRANULAR PIPE BEDDING AND COVERING MATERIAL SHALL CONFORM TO THE FOLLOWING: PROVIDE WELL GRADED GRAVEL OR CRUSHED STONE FREE OF CLAY, LOAM, DIRT, CALCAREOUS OR OTHER FOREIGN MATTER CONFORMING TO I.D.O.T. "STANDARD SPECIFICATIONS" GRADATION CA 11 OR THE STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS, WITH THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING PERCENT PASSING 1 INCH 100% 100% 100% 3/4 INCH 84 - 100% 84 - 100% 1/2 INCH 30 - 60% 30 - 60% NO. 4 0 - 12% 0 - 12%

N N

C R

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D B

C O

N O

B Y:

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B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

US Army Corps of Engineers

2P 6-

-B

-0

U G

R M

M G

G-002

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R , C

O O

K C

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M O

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, A

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H M

OPTION KEY

(N.T.S.)

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CRESCENT

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BOB-O-LINK

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ROAD

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CRESCENT

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BERRY

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OAKMONT

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AVENUE

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DOUGLAS

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AVENUE

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DOUGLAS

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AVE.

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STRIEFF LANE

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LINK CT.

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LAWRENCE

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CRESCENT

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MARYLAND

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AVE.

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SUNSET

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AVENUE

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HAWTHORNE

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LANE

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MAC FARLANE

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CRESCENT

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BERRY LANE

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DOUGLAS

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LEAVITT

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STERLING

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BALMORAL

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GLEN

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EMELIA CT.

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ARQUILLA LANE

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BERRY LANE

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BENCHMARKS (NAVD 88)

AutoCAD SHX Text BM #1203 - NORTH-NORTHEAST ARROW BOLT ON FIRE HYDRANT LOCATED AT NORTHEAST CORNER OF BERRY LANE AND SUNSET AVENUE. ELEV = 674.39 BM #1510 - WEST-SOUTHWEST ARROW BOLT ON FIRE HYDRANT LOCATED AT NORTHWEST CORNER OF BERRY LANE AND MACFARLANE CRESCENT. ELEV = 672.66 BM #1766 - SOUTH-SOUTHEAST ARROW BOLT ON FIRE HYDRANT LOCATED AT NORTHEAST CORNER OF BERRY LANE AND BALMORAL CRESCENT. ELEV = 673.50 BM #3272 - NORTH-NORTHEAST FLANGE BOLT ON FIRE HYDRANT LOCATED AT NORTHEAST CORNER OF MARYLAND AVENUE AND STERLING AVENUE. ELEV = 668.54

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SURVEY CONTROL POINT

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GAS

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GAS SERVICE VALVE

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SANITARY SEWER OR SERVICE

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STORM SEWER OR SERVICE

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WATER MAIN

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WATER SERVICE

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GAS LINE

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TELEPHONE CABLE

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TELEPHONE DUCT

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CABLE TELEVISION (BURIED)

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FORCE MAIN

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FENCE

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GUARD RAIL

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RIGHT OF WAY (ROW)

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CORPORATE LIMITS

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EASEMENT

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TO BE ABANDONED AND/OR REMOVED

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EDGE OF LAKE, RIVER, ETC.

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TOP OR TOE OF SLOPE

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MANHOLE

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CATCH BASIN

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INLET

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WATER VALVE VAULT

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FIRE HYDRANT

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WATER SERVICE BOX

AutoCAD SHX Text UTILITY POLE w/ GUY ANCHOR

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RAILROAD SIGNAL

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TRAFFIC SIGNAL CONTROLLER

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STREET SIGN

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MAIL BOX

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DEFINING EDGE OF BRUSH

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DECIDUOUS TREE (W/ TRUNK INCH DIA.)

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HANDHOLE

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DITCH

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IRON PIPE (PROPERTY CORNER)

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CULVERT (CMP UNLESS NOTED)

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PROPOSED EL./(EXISTING EL.)

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SOIL BORING AND NUMBER

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OR CURB STOP

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CONIFEROUS TREE (W/ HEIGHT)

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LEGEND

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EXISTING

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PROPOSED

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UNDERGROUND ELECTRICAL

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PROP. R.O.W.

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UNFENCED PROPERTY LINE

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FENCED PROPERTY LINE

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FENCED RIGHT OF WAY (ROW)

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BASE LINE OR SURVEY LINE

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CENTER LINE

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SUMMIT

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MARSH

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WATER VALVE W/ BOX AND COVER

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LIGHT STANDARD

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(HATCHED SHALL

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BE REMOVED)

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(HATCHED SHALL

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BE REMOVED)

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(POINT, GUTTER, TOP OF CURB)

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TRAFFIC SIGNAL POST W/ SIGNAL HEAD

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AutoCAD SHX Text 16'

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DRYWELL

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BENCH MARK

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FLARED END SECTION

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TELEPHONE RISER

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TEL

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TELEPHONE VAULT

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WATER METER

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GAS METER

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GAS VALVE W/ BOX AND COVER

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ROW

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RIGHT OF WAY MONUMENT

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GAS VALVE VAULT

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GVV

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CABLE T.V. RISER

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CTV

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ELECTRIC METER

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PAD MOUNTED TRANSFORMER

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ELECTRIC VAULT

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CTV

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CABLE T.V. VAULT

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JUNCTION BOX

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GAS RISER

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CLEAN OUT

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SEPTIC VENT

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DECIDUOUS BUSH

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CONIFEROUS BUSH

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OR FORESTED AREA

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CONTOUR

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OVERHEAD UTILITIES

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LEGEND

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TEMPORARY CONSTRUCTION EASEMENT

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TCE

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PORTLAND CEMENT CONCRETE

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BITUMINOUS PAVEMENT

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GRAVEL

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CORRUGATED METAL PIPE

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CAST IRON

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EDGE-TO-EDGE

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BACK-TO-BACK

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BENCH MARK

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INVERT ELEVATION

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PROPERTY LINE

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BACK OF CURB

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EDGE OF PAVEMENT

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CONC

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BIT

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CMP

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INV EL

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ROW

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EOP

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RIGHT OF WAY

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ABBREVIATIONS

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DUCTILE IRON

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CL EL

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CENTERLINE ELEVATION

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POINT

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GUTTER

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CURB

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R STRUCTURE TO BE RECONSTRUCTED

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A STRUCTURE TO BE ADJUSTED

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F-F FACE-TO-FACE

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CENTRAL ANGLE

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D= DEGREE OF CURVE

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T= TANGENT LENGTH

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L= CURVE LENGTH

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R= RADIUS OF CURVE

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E= EXTERNAL DISTANCE

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SE= SUPERELEVATION

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(FT. PER FT. OF WIDTH)

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POINT OF INTERSECTION

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POINT OF TANGENCY

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POT

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POINT ON TANGENCY

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PCC

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POINT OF COMPOUND CURVATURE

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PRC

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POINT OF REVERSE CURVATURE

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VERTICAL CURVE

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EXTERNAL DISTANCE OF

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VERTICAL CURVE

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NAIL AND WASHER

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FIRE HYDRANT

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FLOW LINE

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TOP OF FRAME

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TOP OF CURB OR CONCRETE

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POINT OF CURVATURE

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CENTERLINE

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INLET PROTECTION FILTER

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ABOVE GRADE INLET FILTER

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SILT FENCE

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FIBER OPTIC CABLE

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EXISTING

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PROPOSED

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DETECTABLE WARNINGS

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OPTION 5

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OPTION 4

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OPTION 3

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OPTION 2

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OPTION 1

BASE CONTRACT

N N

C R

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D B

C O

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2 3 4 5 6 7 8 9 10

U .S

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M Y

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US Army Corps of Engineers

2P 6-

-B

-0

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G-003

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EXISTING PAVEMENT THICKNESS

HOT-MIX ASPHALT MIXTURE REQUIREMENTS

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STREET

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EXISTING HMA SURFACE AND BINDER

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EXISTING AGGREGATE BASE COURSE

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BERRY LANE (20+00 TO 24+00)

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BERRY LANE (16+50 TO 20+00)

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BERRY LANE (11+00 TO 16+50)

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MIXTURE TYPE

AutoCAD SHX Text "AIR VOIDS @ Ndes"

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PAVEMENT RESURFACING 2.25"

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50; (IL 9.5mm); 2.25"

AutoCAD SHX Text 4% @ 50 Gyr.

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TRENCH PAVING, 4"

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50; (IL 9.5mm); 2"

AutoCAD SHX Text 4% @ 50 Gyr.

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HOT-MIX ASPHALT BASE COURSE, IL-19.0, N50; 2" (1 LIFT)

AutoCAD SHX Text 4% @ 50 Gyr.

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DRIVEWAY PAVEMENT

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50; (IL 9.5mm); 1.5"

AutoCAD SHX Text 4% @ 50 Gyr.

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HOT-MIX ASPHALT BASE COURSE, IL-19.0, N50; 6" (2 LIFTS)

AutoCAD SHX Text 4% @ 50 Gyr.

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TEMPORARY HOT-MIX APSHALT PAVEMENT

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50; (IL 9.5mm); 2"

AutoCAD SHX Text 4% @ 50 Gyr.

AutoCAD SHX Text THE UNIT WEIGHT USED TO CALCULATE ALL HMA SURFACE MIXTURE QUANTITIES IS 112 LBS/SQ YD/IN.

AutoCAD SHX Text THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG 76 -22" AND FOR NON-POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64 -22" UNLESS MODIFIED BY DISTRICT ONE SPECIAL PROVISIONS.

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*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

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PROPOSED TYPICAL SECTION BERRY LANE N.T.S.

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EX ROW

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EX ROW

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*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

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EXISTING TYPICAL SECTION BERRY LANE N.T.S.

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HMA SURFACE REMOVAL, FULL DEPTH

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EXISTING GROUND

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EXISTING SIDEWALK

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EXISTING DRIVEWAY

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CONCRETE CURB AND GUTTER REMOVAL

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CONCRETE CURB AND GUTTER REMOVAL

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4.0%%% AND VARIES

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4.0%%% AND VARIES

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SIDEWALK REMOVAL *

AutoCAD SHX Text PAVER NOTE: PAVER SURFACE SHALL BE CONSTRUCTED WITH A STRAIGHT CROWN. AN ARCHED (OR ROUNDED) CROWN WILL NOT BE ACCEPTABLE.

AutoCAD SHX Text

EARTH EXCAVATION

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EX ROW

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EX ROW

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TRENCH BACKFILL

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PIPE INVERT

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COMPACTED BEDDING

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REINFORCED CONCRETE PIPE

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AGGREGATE SUB-BASE COURSE - 9.5" (CA-1)

AutoCAD SHX Text

PERMEABLE PAVERS (APPROX. 3-1/8" NOMINAL) SEE PAVER NOTE

AutoCAD SHX Text

EXISTING GROUND

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CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12 (REVERSE PITCH)

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12 (REVERSE PITCH)

AutoCAD SHX Text

PORTLAND CEMENT CONCRETE SIDEWALK, 5" *

AutoCAD SHX Text

AGGREGATE BASE COURSE, TYPE B-4" (INCLUDED IN COST OF SIDEWALK REPLACEMENT) *

AutoCAD SHX Text

AGGREGATE BASE COURSE - 7.5" (CA-7)

AutoCAD SHX Text

GEOTECHNICAL FABRIC FOR GROUND STABILIZATION

AutoCAD SHX Text

BEDDING COURSE - 1-1/2" (CA-16) (INCIDENTAL TO PERMEABLE PAVERS)

AutoCAD SHX Text

AGGREGATE IN OPENINGS (CA-16) (INCIDENTAL TO PERMEABLE PAVERS)

AutoCAD SHX Text

PIPE UNDERDRAIN, 6"

AutoCAD SHX Text

EXISTING DRIVEWAY

AutoCAD SHX Text 4" min.

AutoCAD SHX Text

EXISTING SIDEWALK

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REMOVAL OF EXISTING AGGREGATE INCLUDED IN CONCRETE SIDEWALK REMOVAL *

AutoCAD SHX Text

DRIVEWAY REMOVAL

AutoCAD SHX Text DRIVEWAY REPLACEMENT HIMA (SEE COMPOSITION IN TABLE) OR PCC 6" TO BE REPLACED IN-KIND

AutoCAD SHX Text

AGGREGATE BASE COURSE, TYPE B 4" (INCLUDED IN THE COST OF DRIVEWAY REPLACEMENT)

AutoCAD SHX Text

PARKWAY RESTORATION

AutoCAD SHX Text

REMOVAL OF EXISTING AGGREGATE IN DRIVEWAY REMOVAL

AutoCAD SHX Text 1.5'

BEDDING AND BACKFILL NOTE: THE WIDTH OF TRENCH AT ANY POINT SHALL NOT BE GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE PLUS 18" TO PERMIT SATISFACTORY JOINTING AND THOROUGH TAMPING OF THE BEDDING MATERIAL UNDER AND AROUND THE PIPE.

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

US Army Corps of Engineers

2P 6-

-B

-0

U G

R M

M G

G-004

O F

O O

R , C

O O

K C

O U

, I

M O

O R

R O

U C

N S

EXISTING PAVEMENT THICKNESS

AutoCAD SHX Text .5"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

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EX ROW

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EX ROW

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*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

AutoCAD SHX Text EXISTING TYPICAL SECTION BOB-O-LINK ROAD, OAKMONT AVENUE, AND MARYLAND AVENUE N.T.S.

AutoCAD SHX Text

TRENCH PAVING - 4"

AutoCAD SHX Text

HOT-MIX ASPHALT REMOVAL - 2"

AutoCAD SHX Text

EXISTING CURB AND GUTTER

AutoCAD SHX Text

EXISTING AGGREGATE SUB BASE TO REMAIN

AutoCAD SHX Text

2.5%%% AND VARIES

AutoCAD SHX Text

2.5%%% AND VARIES

AutoCAD SHX Text

STREET

AutoCAD SHX Text

EXISTING HMA SURFACE AND BINDER

AutoCAD SHX Text

EXISTING AGGREGATE BASE COURSE

AutoCAD SHX Text

BOB-O-LINK ROAD

AutoCAD SHX Text 3"

AutoCAD SHX Text 10"

AutoCAD SHX Text

OAKMONT AVENUE

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 8"

AutoCAD SHX Text

MARYLAND AVENUE (40+00 TO 43+50)

AutoCAD SHX Text 3.5"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text

MARYLAND AVENUE (43+50 TO 47+50)

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text

MARYLAND AVENUE (47+50 TO 49+60)

AutoCAD SHX Text 5.5"

AutoCAD SHX Text 7.5"

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL *

AutoCAD SHX Text

EX ROW

AutoCAD SHX Text

EX ROW

AutoCAD SHX Text

*WHERE SHOWN ON THE PLAN OR AS DETERMINED BY THE ENGINEER

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

PIPE INVERT

AutoCAD SHX Text

COMPACTED BEDDING

AutoCAD SHX Text

REINFORCED CONCRETE PIPE

AutoCAD SHX Text PROPOSED TYPICAL SECTION BOB-O-LINK ROAD, OAKMONT AVENUE, AND MARYLAND AVENUE N.T.S.

AutoCAD SHX Text HOT-MIX ASPHALT SURFACE COURSE, MIX "D", N50 (IL 9.5 mm) - 2-1/4"

AutoCAD SHX Text

TRENCH PAVING, 4"

AutoCAD SHX Text

EXISTING AGGREGATE SUB BASE TO REMAIN

AutoCAD SHX Text

FINISHED SURFACE 1/4" ABOVE GUTTER

AutoCAD SHX Text

2.5%%% AND VARIES

AutoCAD SHX Text

2.5%%% AND VARIES

AutoCAD SHX Text

CONCRETE SIDEWALK REPLACEMENT*

AutoCAD SHX Text AGGREGATE BASE COURSE, TYPE B-4 (INCLUDED IN COST OF CONCRETE SIDEWALK REPLACEMENT)"

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REPLACEMENT, B-6.12*

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL*

AutoCAD SHX Text

EXISTING SIDEWALK

AutoCAD SHX Text AGGREGATE BASE COURSE, TYPE B-4 (INCLUDED IN COST OF CONCRETE CURB AND GUTTER REPLACEMENT)"

AutoCAD SHX Text

EXISTING HMA TO REMAIN

AutoCAD SHX Text

REMOVAL OF EXISTING AGGREGATE INCLUDED IN CONCRETE SIDEWALK REMOVAL *

AutoCAD SHX Text

PARKWAY RESTORATION*

AutoCAD SHX Text 1.5'

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

US Army Corps of Engineers

2P 6-

-B

-0

U G

R M

M G

C-100

O F

O O

R , C

O O

K C

O U

, I

M O

O R

R O

U C

G C

O N

D R

BERRY LANE

B O

LIN

R O

BERRY LANE

BALM

C R

ESC

FAR

LAN

E C

ESC

R Y

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

2" PVC

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text .5"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text

%%USCALE: 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

MATCH LINE STA. SEE SHEET

AutoCAD SHX Text 15+50

AutoCAD SHX Text

BELOW LEFT

AutoCAD SHX Text

FOR CONTINUATION SEE SHEET

AutoCAD SHX Text C-101

AutoCAD SHX Text

%%USCALE: 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

MATCH LINE STA. SEE SHEET

AutoCAD SHX Text 15+50

AutoCAD SHX Text

ABOVE RIGHT

AutoCAD SHX Text

MATCH LINE STA. SEE SHEET

AutoCAD SHX Text 21+00

AutoCAD SHX Text C-101

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

HMA SURFACE REMOVAL, 4"

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

HMA SURFACE REMOVAL, 7-1/2"

AutoCAD SHX Text B.M. #1510

AutoCAD SHX Text B.M. #1766

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 8"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

HMA SURFACE REMOVAL, 6-1/2"

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 12"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 12"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 12"

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 18"

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

OPTION 4

AutoCAD SHX Text

OPTION 3

AutoCAD SHX Text

OPTION 4

AutoCAD SHX Text

STORM SEWER PIPE REMOVAL, 10"

AutoCAD SHX Text

STRUCTURE REMOVAL, STORM

AutoCAD SHX Text

OPTION 4

AutoCAD SHX Text

OPTION 3

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

EARTH EXCAVATION

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND CUTTER REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

EARTH EXCAVATION

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

EARTH EXCAVATION

AutoCAD SHX Text

EARTH EXCAVATION

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

EARTH EXCAVATION

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

ADJ

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ADJ

AutoCAD SHX Text

ADJ

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ADJ

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ADJ

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND GUTTER REMOVAL

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

CONCRETE CURB AND CUTTER REMOVAL

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL

AutoCAD SHX Text

HMA SURFACE REMOVAL, 4"

AutoCAD SHX Text

ADJ

AutoCAD SHX Text

REMOVE EXISTING VALVE AND BOX

AutoCAD SHX Text

ABANDON EXISTING 6" WATER MAIN

AutoCAD SHX Text

FIRE HYDRANT REMOVAL

AutoCAD SHX Text

REMOVE EXISTING VALVE AND BOX

AutoCAD SHX Text

ABANDON EXISTING 6" WATER MAIN

AutoCAD SHX Text

FIRE HYDRANT REMOVAL

AutoCAD SHX Text

FIRE HYDRANT REMOVAL

AutoCAD SHX Text

REMOVE EXISTING VALVE AND BOX

AutoCAD SHX Text

CONCRETE SIDEWALK REMOVAL, 35 SF35 SF

AutoCAD SHX Text

DRIVEWAY REMOVAL (TYP)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

. A R

M Y

C O

O F

R S

US Army Corps of Engineers

2P 6-

-B

-0

U G

R M

M G

C-101

O F

O O

R , C

O O

K C

O U

, I

M O

O R

R O

U C

G C

O N

D R

BOB O LINK ROAD

BER

Y LAN

SET

AVEN

U E

BERRY LANE

R Y

O L

R O

T O

AutoCAD SHX Text

2" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text .5"

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text

%%USCALE: 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

FOR CONTINUATION SEE SHEET

AutoCAD SHX Text C-100

AutoCAD SHX Text

FOR CONTINUATION SEE SHEET

AutoCAD SHX Text C-102

AutoCAD SHX Text

%%USCALE: 1" = 20'

AutoCAD SHX Text N

AutoCAD SHX Text

MATCH LINE STA. SEE SHEET

AutoCAD SHX Text 21+00

AutoCAD SHX Text C-100

AutoCAD SHX Text B.M. #1203

AutoCAD…

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