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HomeMy WebLinkAbout03/18/2025 Motion to accept the lowest-cost, responsive bid for the 2025 Water Main Replacement Project including the two (2) alternate bid items for an amount not to exceed $6,192,543.99.Subject Meeting Fiscal Impact (Y/N) Dollar Amount Budget Source Category Type Information Item Cover Page Motion to accept the lowest -cost, responsive bid for the 2025 Water Main Replacement Project including the two (2) alternate bid items for an amount not to exceed $6,192,S43.99, March 18, 2025 - REGULAR MEETING OF THE MOUNT PROSPECT VILLAGE BOARD Y $6,192,543-99 Water and Sewer Enterprise Fund VILLAGE MANAGER'S REPORT Action Item Funds are allocated to replace aged and deteriorating Village -owned water mains in the current budget. Pursuant to the findings discussed in the 2017 Water Rate Study, this year's proposed project is scaled to continue a multi -year process of reducing the life expectancy of water mains to 130 years. The improvements will increase the reliability and sustainability of the water distribution system. Analysis performed during the Water Rater Study indicated that the Village's former rate of water main renewal approached 600 years. Staff seeks to replace 10,795 linear feet of existing 6" water main with 8" ductile iron water main and 1,776 linear feet of existing 10" water main with 12" ductile iron water main. The locations include South Albert Street, South Louis Street, South Pine Street, can Dota Avenue, and Robert Drive. A map is included in the attached plans highlighting the project areas. The project includes 32 new Valves in Vaults, 43 new fire hydrants, 200 water service reconnections, 69 full -lead service line replacements and the abandonment of existing 6" water main and requisite surface restoration. This project also included two alternate bid items. The first alternate item is the replacement of 1,555 linear feet of 6" water main on Prospect Ave. and South Albert Street with 8" ductile iron water main. This alternative also included 8 new Valves in vaults, 5 new fire hydrants, 17 water service reconnections, the abandonment of existing 6" water main and requisite surface restoration. The second alternate bid item was the replacement of 1,292 linear feet of 6" water main on Palm Drive with 8" ductile iron water main. This alternative also included 5 new Valves in Vaults, 3 new fire hydrants, 26 water service reconnections, the abandonment of existing 6" water main and requisite surface restoration. Bid Results The Village's engineering consultant for this project, I M EG Corporation, prepared detailed plans, specifications, and bidding documents necessary to facilitate contractual performance of this work. The bid documents were sent to 6 area firms with experience in water main replacement projects and all firms that previously bid on past water main replacement projects. The bid was publicly advertised on the Village's website utilizing Demandstar Bid services. A non -mandatory pre -bid meeting was held with 4 contractors attending along with representatives from the Village and IM EG Corporation on February 13. Based on inquiries, 1 addendum was issued to clarify quantities. A copy of the addendum is attached. Bids were publicly opened and read as required by the Village Code on February 24. The following 7 firms submitted bids: Contractor Base Bid Alternate 1 Alternate 2 Total Gerardi $51009r397.50 $494,fOO7.32 $394,256.12 $5,897f660.94 Sewer & Water Co. (Addison) Bluewater $51625fOOO-00 $550,000-00 $450,FOOO.00 $6,6251000-00 Construction Wa uconda Concept $5,663f800-59 $629,688-50 $489,699-00 $6,f783f 188-09 Plumbing (Palatine) J Congdon $5,572,838.84 $804,050.00 $511,882.00 $6,888f770.84 (Carol Strea m Trine $6,538,557.41 $653,487.22 $515,455.37 $7,707,500.00 Construction (St. Charles DiMeo $6,969r972.00 $697,352.00 $587,388.00 $8,254,712.00 Brother (Elk Grove) Balder $6,959f951-66 $747,f984-32 $6121313-12 $8.,320,249-10 Contractors (Deerfield) Dhgmj_%fiinn The engineer's estimate for the base bid is $5,753,529. The engineer's estimate for alternatives 1 and 2 (in total) is $1,078,,850. A copy of this cost estimate is attached. All bids were reviewed to ensure that the documents had all appropriate signatures and bid security. All bids were submitted with requisite documents, security, and signatures. Based on the review of the bids, reference checks, and past projects, the lowest responsible bidder is Gerardi Sewer & water Company of Addison, Illinois (Gerardi). A bid tabulation is attached. A mathematical error was found in Gerardi's base bid, but it did not affect the order of the results. Gerardi's base bid amount totaled $5,010,197.50 in their bid documents and staff's summation of Gerardi's base bid amount totaled $5,009,397-50. Gerardi Sewer & Water Company successfully completed the Village's 2022 water main replacement project, the 2023 water main replacement project, and the 2024 water main replacement project. Reference checks indicated that Gerardi has also satisfactorily completed similar water main replacement work in other communities. Gerardi completed projects of similar scale and scope of work for the Village of Oakbrook in 2020 and 2021. Notably, the firm completed amulti-year water main replacement project worth $7 million. The project ended up $2.7 million under budget and was completed a year ahead of schedule. They have also completed water main replacement projects annually for the Village of Stone Park. The firm also successfully completed a $3.1 million water main replacement project for the City of Elmhurst. Included in the project were two (2) alternate bid items referenced above. Both alternate bid items are within the project budget and can be included in the overall project scope of work. Since the project includes underground work, there is a possibility of unforeseen repairs. Staff is requesting a 5% contingency ($294,883.05) to address any of these unforeseen issues should they arise. A 5% contingency would bring the project award total to $6,,192,.543.99 (the $5,009,397.50 base bid plus the $494,007.32 alternate bid # 1, $394,256.12 alternate bid item # 2 plus the 5% contingency of $294,883-05 = $6,192,543-99). Alternatives 1. Accept the lowest -cost -responsive bid for the 2025 Water Main Replacement Project including the two (2) alternate bid items for an amount not to exceed $6,192,543-99. 2. Action at the discretion of the Village Board. Staff Recommendation Staff recommends that the Village Board accept the lowest responsible bid submitted by Gerardi Sewer &Water Company of Addison, Illinois to construct the 2025 Water Main Replacement Project including the two (2) alternate bid items for an amount not to exceed $6,192,543.99. Attachments 1. Water Main Improvement Plans 2. Addendum 1 3. Gerardi Sewer & Water 4. 24006636.00 BID TAB 2025 WATER MAIN IMPROVEMENTS VILLAGE OF MOUNT PROSPECT ZQ z o� COOK COUNTY ILLINOIS wW �a S. LCUIS:-STREET S. CAN DCTA AVENUE _ Y` _ - - 5. ALBERT STREET , ti z INDEX OFSHEETS LUz l , g S. PINE STREET SHEET NO. TITLE _ ` E. PRDS=ECT AVENUE 1 COVER SHEET r 2 STANDARD SYMBOLS AND GENERAL NOTES W _ = SHEET INDEX 3 _ _ _ ... S. ALBERTSTREET4-5 PLAN & PROFILE SHEET - PALM DRIVE '2 _ 6-1D PLAN & PROFILE SHEET ROBERT DRIVE 7- W __ _ _ 11-14 PLAN S PROFILE SHEET CAN DOTA AVEN UE 15-17 PLAN &PROFILE SHEET -PINE STREET 18-22 PLAN S PROFILE SHEET - LOUIS STREET _ - 23-24 ..-... 25-26 PLAN & PROFILE SHEET - PROSPECT AVENUE 27-32 PLAN & PROFILE SHEET -ALBERT STREET ' 33-34 PROFILES - CROSS STREETS _ .... 35-3B DETAIL SHEETS W. PALM DRIVE u] LU LU a o LU PRELIMINARYLLI z --,ROBERT DRIVE � � NOT FOR CONSTRUCTION = o LU r =-n No VICINITY MAP CALL JULIE 1-800-892-0123 NOT TO SCALE PREPARED BY WITH THE FOLLOWING: UTILITY NOTE IMEG Project No: COUNTY COOK THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE :' Name: TOWNSHIP NAME OR NO. T41N-R11E APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND vorIMEG File Name: ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED Cp'•iE 2JJGTES-0ET 11LS,i:g SECTION NO. � � � 12,14 � 5 COPYRIGHT 2t72 below. PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER; D RIGHTS 2'12�Eo 48 HOURS BEFORE YOU DIG ENGINEER, CONTRACTOR, ❑R SUBCONTRACTORS TO BE AN ACCURATE AND Call before you dig. (TWO CORPORATION Field Book No:#### (T0 WORKING DAYS) COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE ■■■x�"�" CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION; GURNEE DIVISION y,■' �otsr+L '�''�•.,� Drawn By: VVGU IMEG CORP. HAS ADOPTED SAFETY PROCEDURES FOR ITS EMPLOYEES WHO PROVIDE IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE r�cv. Checked By: HIIiD CONTRACTOR. REROUTING. DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY = p: HARLAN ' rn PROFESSIONAL ENGINEERING AND SURVEYING SERVICES. A COPY OF THESE PROCEDURES IS Date: fl210412025 MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND .° OR2-049 1 AVAILABLE FROM THE SAFETY OFFICER. IMEG CORP. PERSONNEL ARE NOT TRAINED IN OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED `',*'•, ;=# HARLAN M. DOLAND CONTRACTOR (CONSTRUCTION) SAFETY AND COMPLIANCE PROCEDURES. THE METHODS AND WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY �`'•, �CLtN��`'o', ILLINOIS LICENSED PROFESSIONAL ENGINEER MEANS TO COMPLY WITH CONSTRUCTION SITE SAFETY ARE THE SOLE RESPONSIBILITY ❑F THE OF THE CONTRACTOR. �'"+���,."`■ NO. 062-048891 CONTRACTOR. EXPIRATION DATE 11/30/25 Sheet 1 of 38 PROPOSED LEGEND EXISTING PROPOSED EXrSTNC GENERAL NOTES MATERIAL SPECIFICATIONS ® 0 STORM MANHOLE STORM INLET SURVEY B13UNDARY PROPEHTYLIryE 1. THE CONTRACTOR SHALL NOTIFY ALL LOCAL UTILITY COMPANIES INCLUDING; 15. THE EDGES OF ALL IMPROVED SURFACES WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE SAW CUT PRIOR TO RESTORATION. ANY SAW NG OF PAVEMENT PATCHES, BUTT JOINTS, WATER MAIN - IN TRENCH Pipe Shall follow Section 40-2.01B of the Standard Sppeecidfications. Pipe shall be: Ductile Iran pips, class 52.'F conforming to with )♦ ® STuRI411NLET STORM DOUBLE INLET - CENTERLNE •••••••••••••••••••••••••••• HISTORICAL LNE -AS NOTED JUUE" 1-SOD-892-D723 CDMED 1-800-334-7551 OR ANY OTHER AREAS NECESSARY TO COMPLETE THIS PROJECT WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE Gook ls' manufactured151/A21.51 push -on joints such m "Fastite Jofrl� and Gaskets" manufactured by American Ductile Iron Pi or Engineer p equal. Pe � PPro'� q ❑ FLARED END SECTION - - - - - - - - - - - - EASEMENT LINE AT&T 1-SSB-611-4455 NICDR GAS 1-B88-642-6748 CDMCAST CABLE 1-BB5-a94-1234 CONSIDERED INCIDENTAL TO CONSTRUCTION, UNLESS OTHERWISE SPECIFIED. Coat[m [n Z DO'VNSPOUT MANHOLE SECTION LINE WON CABLE 1-886-496-9609 VILLAGE OF MOUNT PROSPECT 1-847-670-5640 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL STREETS The exterior of ductile Iron pipe shall be tooted with a layer of pre -sprayed zinc per ISO 6179 as done by American Ductile Iron Pipe or Engineer approved equal. Z � 0 9) 11 Q ❑0 SANITARY SANITARYrSTORM CLEANOUT - - R-Q-. ,-LINE SETBt1CK LNE 72 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. SAID UTILITY USED BY THE CONTRACTOR, SUB -CONTRACTORS, AND SUPPLIERS CLEAN AND FREE OF ALL DIRT, MUD, AND OTHER CONSTRUCTION DEBRIS, AND WILL BE REQUIRED TO CLEAN THEN AS IS NECESSARY IN ORDER Tha man of the zinc applied shall be 200 m2 of a surface area. A finishing layer topcoat shall lie applled to IZ 6 © UNKNOWN MANHOLE ( FORCE MAN COMPANIES WILL ESTABLISH, ON THE GROUND, THE LOCATION OF TO MAINTAIN THEM IN A SAFE, DRNEABLE CONDITION. ALL CLEANING EFFORTS the zinc. The coating system shall conform in every respect U > � ►� I4 0� WATERVALUE HYDR.vdT ��- - SANMARYSE'NEH q q STORIA SF�VER UNDERGROUND PIPES, MAINS, CONDUITS OR CABLES ADJOINING OR CROSSING PROPOSED CONSTRUCTION. SHALL BE DONE USING WATER TO MINIMIZE AIRBORNE DUST. THIS INCLUDES DUST CONTROL. to ISO 8179-1 "Ductile iron pipes - External Anc-basad coating - Part 1: Metallic zinc with finishing layer, Second 2004-08-01 ' LJI Lu Q' ❑ 0 Q) NELL l J PPE UNDERDRAN 2. CONTRACTOR SHALL NOTIFY THE VILLAGE OF MOUNT PROSPECT WATER DISTRIBUTION UNiT AND THE ENGINEER A MINIMUM OF 24 HOURS IN THE CONTRACTOR SHALL BE ESPECIALLY RESPONSIVE TO REQUESTS FROM THE ENGINEER, ENGINEER'S REPRESENTATIVE; DIRECTOR OF PUBLIC edition SPRINKLER HEAD WATER VALVE VAULT -IA�Y� -w w A7ATERLINE -------- CE- -pE- O'•iERHEAD ELECTRIC SHALL BE REQUIRED ADVANCE OF PERFORMING ANY WORK. RENOR MORE IF ANY PHASE OF WORK IS SUSPENDED FOR MORE THAN TWO (2) DAYS. WORKS, SUPERINTENDENT OF STREETS, POLICE AND FIRE DEPARTMENTS, OR ANY OFFICIAL OF THE OWNER TO PRACTICE GOOD HOUSEKEEPING THROUGHOUT THE DURATION OF THIS PROJECT. THIS one Fittings All fitUn a shall conform to ANS AWWA C153 A21.53 and g U' I ANSVAWWA C710�A21.10(current ravfalana) and follow applicable ® ❑'u ',ABATER METER WATER SERVICE -E-E E UNDERGROUND ELECTRIC -G-G G GAS LINE 3. THE FOLLOWING CODES AND STANDARDS, AS APPLICABLE; SHALL GOVERN CONSTRUCTION UNDER THIS CONTRACT: WORK WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CDNSIDERED INCIDENTAL TO CONSTRUCTION, UNLESS OTHERWISE SPECIFIED. requirements of action 400-2.05A of the Standard Specifications. All fittings and joints shall be Zinc coated per coating requirements above. All Fittings and faints, including t tr POWER POLE P[WlFR PILE Ydl LIGHT TV TV TELEVGFON LNE -T T -T T TELEPHONE LNE A. STATE OF IWNOIS. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AND THE SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS", LATEST EDITION AND ALL 18. MAINTAIN ACCESS TO ALL DRIVEWAYS. 19. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EXISTING WATER MAINS. special flHings necessary to connect to unlike materials will not be paid for as separate items but shall be considered incidental to the cost of the respective size watermaln. Any fkHn a required to adjust a alignment due to field 9 req j PIP 9 i � POVlER POLE Ydl METER GUY'WIRE �p� FIBER OPTk; CABLE -uT u� UTLITY LINE SUBSEQUENT REVISIONS THERETO, HEREINAFTER REFERRED TO AS THE HIGHWAY STANDARDS. 20. ALL POSTING VALVES IN VALVE BOXES/VAULTS TO BE ABANDONED SWILL BE LEFT IN THE CLOSED POSITION. THE TOP AND FRAMES SHALL BE tshall also be considered incidental to the coat of the wat the o rmnin. o Z ® ® GUY POLE ELF I RIC. MANHOLE -... - EDGE OF WATER LNEIDITCH FLOVILINE a a CHAN LINK FENCE B. "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILUNOIS". LATEST EDITION AND ALL REMOVED AND STRUCTURES SHALL BE FILLED WITH COMPACTED STONE. THIS WORK SHALL BE PAID FOR AS EXISTING VALVE VAULTS TO BE All fittings shall bear the N.S.F. seal of approval. © ELECTRIC PEDESTALITRANSFORAIER ��� 'MIRE FENCE SUBSEQUENT REVISIONS THERETO. HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. ABANDONED. 21. TEMPORARY PLUGGING OF THE EXISTING WATERMAIN DURING TESTING AND Trench Width Shall follow Section 20 the Standard Specifiootiarla. E3 ! T❑ ❑E QT ❑T ELECTRIC METER TELEPHONE POLE TELCPHONC MANHOLE TELEPHONE PEDESTAL -,_,-p -❑ ❑ SNOOD FENCE -I I -I I SILT FENCE U U GUARD RAIL 100 -- - -1OD- --- cfiNTOUR C. 'THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS'. STATE OF IWNOIS. LATEST EDITION. TRANSFERRING OF SERVICES TO NEW MAIN, AS NECESSARY IS INCIDENTAL TO THE C09T OF PROJECT. WATER H THEVILLAGETO SIZE ENO rECTION TO INFhCf TO SCHOOL SCHOOL 70 BE OPEI�ITIONS�MAY� of Depth of Bun. Shall be a minimum of 5.5' from the finished grade to the tap of the proposed waterrtwin. Pipe Beddino _ © 0 © �u cADLE TV PEDESTAL UTILITY MANHOLES V IILI Y fl•1AHKLH rYYYYYYI 1, TREE LINE TRACKS FLOOD PLAN23. D. THESE "GENERAL NOTES'. 4. UTILITIES SHOWN IN THE PLANS ARE FOR THE CONTRACTOR'S BE NECESSARY TO PERFORM THIS WORK AFTER HOURS AT NO ADDITIONAL COST TO THE PROJECT. ANY DRIVEWAYS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE AT Shell follow Section 20 of the Standard Specificationsand shall he CA-6 aggregate and shall be considered incidental to the cast of the wotemioin. Thrust Blocking H� © ❑H © I IANDIIOLE GAS'JAL'dE GAS METER - - - - CONSTRUCTION LIMITS TOPOGRAPHIC FEATURE AS NOTED CONVENIENCE AND ARE APPROXIMATE ONLY. THE UTILITIES ARE FROM THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL SHALL VERIFY IN THE FIELD ALL TYPES. SIZES AND LOCATIONS OF EXISTING UTILMESr CONTRACTOR NO ADDITIONAL COST TO THE VILLAGE EROSION CONTROL NOTES Thrust blocking shall follow applicable requirements of Section 41 of the Standard Specifications. All joints requiring thrust blocking shall piss us9 retainer glands. Thrust blocking and retainer glands will not be paid for separately but shall be considered incidental to the pipe. Retainer glands shall T - Q AIR CONDITIONING UNIT CAUTION; THERE MAY BE OVERHEAD AND BURIED POWER LINES WHICH be "Megalug' manufactured by EBAA Iron $aim Inc. All bolts stall be stainless F LIGHT POLE COULD POSSIBLY INTERFERE OR BE A SAFETY HAZARD WITH 1. SOIL OISNREIMCE SHALL BE CONDUCTED IN SUCH A MANNER AS TO MINIMIZE EROSION. SOIL STABILIZATION MEASURES SHALL CONSIDER THE TIME OF YEAR, ate• _ Q� ® VAPOR LIGHT LIGHT JUNCTION BOY I RAF hIC SI ,Ni:L TRAFFIC CANTILEVER TRAFFIC SIGNAL CONTROLLER EQUIPMENT OPERATIONS. 5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL HAVE IN HIS POSSESSION ALL REQUIRED PERMITS FOR THE CONSTRUCTION OF THIS PROJECT AS NECESSARY (E.G., IWNOIS ENVIRONMENTAL PROTECTION AGENCY, PUBLIC UT1LffY (AMPANIES, ETC.]. SiTE CONDITIONS, AND THE USE OF TEMPORARY OR PERMANENT MEASURES. Hounching of Pipe Shall follow the requirements of Section 20 of the Standard Specifications and 2. SOIL EROSION AND SEDIMENT CONTROL FEATURES SHALL BE CONSTRUCTED PRIOR TO THE COMMENCEMENT OF HYDROLOGIC DISTUREMCE OF UPLAND AREAS, will not be measured for payment but shall be considered incidental to the cost of the pipe. 3. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT MEASURES WITHIN 14 CALENDAR DAYS OF THE END OF ACTIVE HYDROLOGIC DISTURBANCE OR REDISTURBANCE. Initial ROCkfill Shall be CA-6 found In Section 10133 the c a - ii -. w <':: W R W P MAIL BOX SIGN B. THE CONTRACTOR SHALL PLACE WARNING SIGNS 48 HOURS PRIOR TO PLACEMENT OF PRIME CCIAT AND COMMENCEMENT OF PAVING OPERATIONS. 4, AREAS OR EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TD 3H;1V, AND APPROVED BY THE ENFORCEMENT OFFICER, SHALL BE STABILZED WITH SOD, MAT OR BLANKET IN COMBINATION WITH SEEDING. aggregate an of Highway Standards and follow the requirements of Section 20 of the Standard Specifications and will nd be measured separately but shall be considered incidental to the coat of the pipe. w ® FLAGPOLE POSTBOLLARD 7. IF A PERIOD TEN CALENDAR HAYS ELAPSES AFTER THE PLACEMENT OF ANY BITUMINOUS COURSE, THE CONTRACTOR MAY BE REQUIRED TO 5. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. T rory Pavement Patch Temporary pavement patch shall consist of 3' processed HMA grindings. w ADA STALL PLACE ANOTHER PRIME COAT AT NO ADDITIONAL COST. Grindln9e shall be maintained for the duration of construction to ensure the safety of residents and traffic. Maintenance of ceased HMA grkA[ gs shall 1z. S. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES MUST BE MWhfTAINEO be considered incidental to the cost of the project. B. THE THICKNESS OF THE BITUMINOUS COURSES SHOWN ON THE PLANS AND REPAIRED AS NEEDED. THE CONTRACTOR SHALL BE ULTIMATELY F CONIFER TREE IS THE NOMINAL THICKNESS. DEVIATIONS FROM THE NOMINAL 'J h, } DECIDUO USTREE THICKNESS WILL OCCUR DUE TO IRREGULARITIES IN THE EXISTING SURFACE ON WHICH THE BITUMINOUS COURSE IS PLACED. RESPONSIBLE FOR MAINTENANCE AND REPAIR. 7. A STABILIZED MAT OF AGGREGATE UNDERLAIN WITH FILTER CLOTH [OR OTHER APPROPRIATE MEASURE) SHALL BE LOCATED AT ANY PDINT WHERE TRAFFIC WILL BE Bark -fill CpmnacKnn Shall follow METHOD t of Section 20-4.06B of the Standard Specifications for Water and Sewer Main Construction in Illinois, 0 e 9. WHEN LOOSE MATERIAL IS DEPOSITED IN DITCHES OR GUTTERS, IT SHALL BE REMOVED BEFORE THE END OF EACH WORKING DAY. THIS ENTERING OR LEAVING A CONSTRRICTION SITE TO OR FROM A PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING AREA. ANY SEDIMENT OR SOIL REACHING AN IMPROVED latest edition. Each lift shall be compacted to 85 percent of standard Tab denelty. The Owners representative will be checking by density {fj W BUSWSHRUB WORK WILL NOT BE PAID FOR SEPARATELY BUT WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. PUBLIC RIGHT-OF-WAY, STREET, ALLEY OR PARKING AREA SHALL BE REMOVED BY SCRAPING OR STREET CLEANING AS ACCUMULATIONS WARRANT AND TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA compaction means of a gouge. Z Lli J Q TREE STUMP C.nNTROL PnINT 1D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RESTORE ALL FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL & SOIL STOCKPILES SHALL NOT BE LOCATED IN A FLOOD PRONE AREA OR A DESIGNATED BUFFER PROTECTING WATER OF THE UNITED STATES TIssib9_ Disinfection and Fluahlnp Shall fallow ipble requirements of Sections +1 of the Standard Specificatfications w Y BENCHI.•V.RIS SOIL BORING HOLE STATE, OR BETTER. ALL RESTORATION WORK REQUIRED BEYOND THE SCOPE OF THE PLANS AND SPECIFICATIONS SHALL BE DONE AT THE CDNTRiICTOR'S EXPENSE UNLESS WORK WAS DONE AT THE DIRECTION 9. IF DEWATERING SERVICES ARE USED, ADJOINING PROPERTIES AND DISCFNRGE LOCATIONS SHALL BE PROTECTED FOR ERMION. DISCHARGES SFkLL BE ROUTED Water Service Connections w � J - Z w ® ® R.D.vd, naARKER, FOUND RAILROAD SPACE, FOUND OF THE OWNER OR ENGINEER AND COMPENSATION WAS AGREED UPON PRIOR TO EXECUTION OF WORK. THROUGH THROUGH AN EFFECTIVE SEDIMENT CONTROL MEASURE e. SEDIMENT [ lT• TRAP, SEDIMENT BASIN, OR OTHER APPROPRIATE MEASURE.) Type K Copper (1" Min.). See Sheet 27 far far and near service connections detail. � () rT1 LJ ! X ® REPAIR. FOUND CHISELED "X' IN CONCRETE, FOUND CHISELED "X' IN CONCRETE, SET 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL NECESSARY PAVEMENT OPENINGS AND CONSTRUCTION DEBRIS LEFT IN THE PUBLIC RIGHT-OF-WAY WITH LIGHTED DEVICES. THE CONTRACTOR SHALL MAINTAIN HIGH VISIBILITY OF ALL TEMPORARY 10. THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS. AOOrrONAL MEASURES MAY BE REiDUIRED AS DIRECTED BY THE ENGINEER OR GOVERNING AGENCY. Fire Hydrants - Mueller Super Centurion 250 A-423. All fire hydrafthk auxiliary valves, and valve bores to be provided by the contractor. Contractor may need to order LLI IZ _ co O Z ❑ Q A, REBAR LNITH CAP # FOUND FA7ARDS TO PEDESTRIANS AND MOTORISTS. REMOVAL OF ANY SUCH TEMPORARY HAZARDS SHALL BE DONE AS SOON AS POSSIBLE. different pre hydrant heights to match erdsting grade. No additional eompensotion will be awarded for different heights d U3 ❑ C:f•.P #:i�r� 9lk3" REE/1R 1.1IITH SET 12" SR. PIN, FOUND 1Z. ANY MAIL BOXES THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE. RESTORATION NOTES pr for crossing the existing mains prior to being abandoned. Detectable Warnings Q Z J o P.K. NAIL. FOUND P.K. NAIL. SET UNLESS OTHERWISE SPECIFIED. MAIL SERVICE SHALL NOT BE DISRUPTED DURING CONSTRUCTION. ALL DISTURBED LANDSCAPE AREAS SHALL BE RESTORED Detectable Warnings shall be DURAL&S7 as manufactured by EJIW and the color shall be BLACK, w m PIPE. FOUND w N 13, THE GRADING AND CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL NOT CAUSE PONDING OF STORM WATER. GRADING SHALL BE DONE TO AS FOLLOWS' Storm & Sanitary Sewer I-- [+] 2 CONCRETE MONUMENT. FOUND T N ALLOW POSITIVE DRAINAGE~ "DITCH CHECKS' AND/OR SILT FENCES. UNLESS OTHERWISE SPECIFIED, SHALL BE INSTALLED, IF A). TOPSOIL PLACEMENT, fi", CONFORMING TO SECTION 211 OF THE HIGHWAY STANDARDS. Pipe Materiel Shall be C900 PVC with push -on joints and DR of le. 3 4 SECTION CORNER ri SE 40 NECESSARY, TO PREVENT EROSION. CAST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. B SODDING, CONFORMING TO SECTION 252 OF THE ) N HIGHWAY STANDARDS. � `•L 100.00' {ID0.00'} MEASURED DIMENSION RECORDED DIMENSION -w sE , 14. PLACEMENT OF TOPSOIL AND SEEDING SHALL BE COMPLETED WITHIN 10-15 DAYS AFTER THE COMPLETION OF GRADING, PAVING AND/OR DRIVEWAY REPLACEMENT OPERATIONS, UNLESS OTHERWISE DIRECTED THE CONTRACTOR IS REQUIRED TO HIRE AN TOOT PREQFlED LANDSCAPING COMPANY TO PERFORM THIS WORK. THE CONTRACTOR ISS TTO NOTIFY THE VILLAGE 48 [V ❑ Z -loom SPOT ELEVi:TION BY THE ENGINEER. HOURS PRIOR TO PERFORMING THIS WORK SO A REPRESENTATIVE CAN BE PRESENT. -lGG. FL00 r-taa•oo 1.QlC GRADE LABEL DRAINAGE SLOPE 15, UTILITY SERVICES TO RESIDENT'S OR BUSINESSES WHICH ARE INTERRUPTED BY CONSTRUCTION SHALL BE RESTORED AT THE EXPENSE OF THE CONTRACTOR 50 THAT NO SERVICE 15 INTERRUPTED FOR MORE f LINE CONTINUATION THAN POUR (4) HOURS. IF TEMPORARY SERVICE IS REQUIRED, THE EXPENSE FOR SAME SHALL BE THE RESPONSIBILITY OF THE STORM SEWER PROTECTION IMEG Project No: CONTRACTOR. 1. ALL OPEN STORM SEWER STRUCTURES THAT ARE OR WILL BE FUNCTIONING DURING CONSTRUCTION PROTECTED WITH CATCH -AIL INLET PROTECTION OR EQUAL SHALL BE 24006636.00 File Name: CDV ER JN OTES-DETN_S,J reg ® COPYRIGHT 2n25 ALL RIGHTS RESERVED Field Book No:#### Drawn By: VVCU Checked By: HMD Date: 02/04/2025 Sheet 2 of 38 INDEX MAP NOT TO SCALE w F- a (n Z Z C� 22 S. LOU IS STREET 32 C� uJ a S. CAN DOTA AVENUE 21 S. ALBERT STREET 14 31 17 20 13 30 16 19 � 12 29 11 15 18 12 28 a S. PINE STREET 25 27 r 26 - E. PROSPECT AVENUE 24 LL u - c 23 S. ALBERT STREET u— J aw �, z R co z w 2 W. PALM DRIVE w J [) w � W � 4 Z � � 5 10 < W 2 CI? Q 9 ROBERT DRIVE 8 0 [V 7 IMEG Project No: 24006636.00 6 File Name: COVER JN OTES-0 ET,I I-S.d rig ® COPYRIGHT 2n25 ALL RIGHTS RESERVED Field Book No:#### Drawn By: WCU Checked By: HMD Date: 02/04/2025 3 Sheet 3 of 38 20 10 0 20 40 SCALE: 1' = 20' W. PALM DRIVE 1.1,VSEETPAGE RE ALL SANITARY SEWERS IN THE PROJECT AREA HAVE PROFILE 331CONNECTION LEGEND BEEN LINED TO WATER MAIN CLASS STANDARDS PAVEMENT PATCH. CLASS D )w PROPOSED FIRE HYDRANT 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS IDOT NOTES: 1. RESTORATION OF CONSTRUCTION AREA WITHIN IDOT R.O.W. TO BE = WITH AUX. VALVE & C.I. Box PAVEMENT PATCH, CLASS B �/ TBA REMOVE OR A13ANDON NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER IN -KIND TO EXISTING CONDITIONS INCLUDING STRIPING. X TBR STRUCTURE GRIND AND OVERLAY MAIN INSTALLATION REPLACEMENT BY OTHERS T TEE REMOVAL 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS VALVE VAULT APRONS AND SIDEWALKS WITH CA-6 AGGREGATE TBA M BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN WITH MEGALUG SCALE: HDR. 1 "=20' VER. 1 "=5' GEXISTING CENTERLINE PRCIF_II F B8E 6BC CONNECT TO EXISTING 67: BBC 65P EXISTI G 8" STM S WER �YYY _ �XlTER WATER MAIN 16----- ---_ — --__� — _—_ --- --- — _�--- _ --_ — INV=6 _ 4A0 _ __ __ T/P=67 .28 a EXISTING 8"`�-- -- -- — 6& TBA 2 WATER MAIN b � T/ =674.70 x _ T8 67 PROPOSED S" MAIN 674 [FER DR] E ISTING 10" BB: S N SEWER IN =666.20 66, 65! p d - 0 N ❑+ _ ] r 0 li] N In V u'f Y N M] to duo �a0 Epp CS m CS $ m O ro C] m O vo C] $ m� to `n 0 m$ m m O m� to `� m to `° O w00 m `n 6 CS m w _ 6 oo� `n 4 m w C] m m m W �W to m n^ m `n to `� W �� to `° to 0+00 1+00 2+00 3+00 4+00 5+00 (/) z Z 0 o� U� � U LU � 0 U) H Lu 2i Lu > _ J � U � 0- Lu W J_ Z LL Q a- o z tl Lu Q 06 Q J � tl 04 CD N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 4 Sheet 4 of 38 20 10 0 20 40 20 L.F. 16" CASING PIPE SCALE 1" = 20' 133 PROPOSED FIRE 0 1a0a HYDRANT 1400 1502 1500 140E ...... .. ... ... ';:. ..... ... --...... U) PROPOSED FIRE Lu HYDRANT PROPOSED 8 ...VALVE REMOVE AND REPLACE 26 IN VALUE VAULT ,: LF. OF B STM SEWER ,.x � ...... ' ...:.:::::.:......:' Q . 1t �' v' NON —PRESSURE } ........:: _._. .. 1 NNECION 0 _ _ . _. �- ... ...... :.:.:.: .:.:.: .:.:.: .:.:.:.::.:.:.:.:.:... . _: _:.. — _ . __ — -- TBA.' '.. � r :.:.::.t s ...... w ...yK++'rw Tf3R. .....................................:.:.:.:.:.:................... ......................................... .. :::':: -.. ��� �,.:� - x ..PROPOSED 8 VALVE 04 VALVE VAULT TBA... .. ., .. ,.,_ ,.�.:. .::.....Li ;:.::.::.:�� r x� 20 LF. 16" CASING o N .... ......................... ����i��������i ��ii i�i i'�'if _.: ,. n. �i i�i �'i�i ii i�ti�'a'iii�i Ri. i.i:�i.i��i w� s M I _ i .. i iiLn iisiiiiiii .. `. ... .. :. _ i�i iiiiii � _ .. � ... ...... .... .:..-' - .. :. ::. ��:V:......�. x= 'x .. ... . �:. �� •: Q s u� „ v x 20 LF. 16 CASING PIPE . ..........::.:.:.............................. ,. .::.:...:.. - x x' co x rLd r x I 11 �= 1401 x `x � n x 1 t d x= =` PROPOSED FIRE 1403 HYDRANT x a I 1407 14051503 X x 1501 .... `. x'`. x= `:x xi _ PROPOSED 8 VALVE -� - � ■_ " IN VALVE VAULT PLUG ,�J CONN CTION RE Y Y ■ PALM DRIVE LEGEND ALL SANITARY SEWERS IN THE PROJECT AREA HAVE PROFILE 1.2, SEE PAGE 55 PAVEMENT PATCH, CLA55 D w PROPOSED FlRE HYDRANT BEEN LINED TO WATER MAIN CLASS STANDARDS WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH. CLASS B TBA �/ X TBR REMOVE OR ABANDON STRUCTURE 1. CURB & GUTTER, SIDEWALK: AND DRIVEWAY APRON REMOVAL AS GRIND AND OVERLAY T TEE REMOVAL NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER PAVEMENT REMOVAL 0 PROPOSED VALVE IN MAIN INSTALLATION REPLACEMENT BY OTHERS LIMITS VALVE VAULT 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY TBA TO BE ABANDONED H PLUG EXISTING WATER MAIN PROPOSED VALVE W/VALVE BOX APRONS AND SIDEWALKS WITH CA-6 AGGREGATE WITH MEGALUG SCALE: HCR. 1 "=20' VER. 1 "=5' EXISTING CENTERLINE PROFILE PROPOSED 8" MAIN E 15TING 10" a� EXISTI G 6" (RD ERT DR) V=672.87 5TM 5 WER EXISTING 6" CONNECI TO y----Y — — — — — — — — — — —— 680 -- ____--,—_ T - - ----- — TBA 70 Z 675 LO PR POSED 5" WAIN 670 (BIRCH DR) O L.F. 16" 1 ASING PIPE EXIS ING 10" 665 SA SEWER INV 667"78 660 655 m ff+ wM wp coin p n m n v n r-� ry �� os vim ro o� m wm v pppp 17 nF7 1r� vN1 1� cyNj cc�� n(CV mm Os to 'fl n rogj m mm wpd mtl] �pd mm m 'n �7 ugd m m on6 `o 0p �pp m `°i0 �� m� nn mm 'v n �06 m `nto n `o ff m mm �m mIO `� n nn tom1p �� 'nm 6+00 7+0❑ a+00 9+00 10+00 11+00 H Z ry LV 2i Lu > _ J U r Lu (D W J_ Q a- o z fZ Lu Q 06 Q J N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.J'x1 Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 5 Sheet 5 of 38 TEE REMOVAL REMOVE AND REPLACE 20 20 10 0 20 40 SCALE: 1" — 26 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS S . RO B E RT DRIVE LEGEND PAVEMENT PATCH. CLASS ❑ PROPOSED FIRE HYDRANT WITH AUX VALVE & C.I. Box PAVEMENT PATCH. CLASS B TBA REMOVE OR ABANDON X TBR STRUCTURE 1. CURB & GUTTER, SIDEWALK: AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER GRIND AND OVERLAY MAIN INSTALLATION REPLACEMENT BY OTHERS T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY LIMITS 0 VALVE VAULT H PROPOSED VALVE APRONS AND SIDEWALKS WITH CA-6 AGGREGATE TBA TO BE ABANDONED W/VALVE Box PLUG EXISTING WATER MAIN WITH MEGALUG SCALE. HDR. 1 "=20' VER. 1 "=5' 690 EXISTING STM SE INV=67 685 EXISTING 36" STM SEWER INV=668.90 B6D $75 CONNECT TC EXISTING B70 665 660 EXISTI SAN INV= 655 ER E 32 EXI PR TING CENTER FILE INE EXISTING 8" INV=679. 6 —r— --- — --- ----_ ----- — 875 0 L.F. 16" CASING PIPE m� z 670 665 660 G 12" SEWER 63.23 655 w kn In n to m n rn ao 4m7 r- M m� Q a d O r- oo 19 o cv p r� w� n o n M N cq cv � 0 Lq w m N m O M 0 ry <v n mm mm m mm v, iv m w n^ coo w m m rom �� wm wm cv N m o4� ivm r°'n N mN m �m m� °' eom m m10 mtoo 0+00 1+00 z+00 3+00 4+00 5+00 6+ [I] z Z 0 o� U� � U LI � 0 U) H Z W Lu > LLl o m � NN 0— Lu L f� Z 0 J_ Q LL g Lu Q 06 IL Q Q � 04 J O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 6 Sheet 6 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS PROPOSED FIRE HYDRANT 20 10 0 20 40 1410 1408 1. CURB & GUTTER, 3IDEV.IALK AND DRIVEWAY APRON REMOVAL AS Taos NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER SCALE 1" - 26 PROPOSED 8" VALVE MAIN INSTALLATION REPLACEMENT BY OTHERS IN VALVE VAULT �...:.....:.......::................ 7404 ..... -' 1402 CONTRACTOR TO RESTORE TEMPORARY ACCESS T 2. TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-B AGGREGATE U TIIA .. , TBA.:.-:.;;:.:.:..:._.:_ . ,. Li co w B.R : :... _. c+o 0 PROPOSED $" VALVE IN VALVE VAULT - - -� � ��'•w .:.--- + ~' ��' PROPOSED 8 VALVE 1401 IN VALVE VAULT - ry : r' - NON PRESSURE CONNECTION v� Li.'.. .....:::..:..:.: PLUG - J Q :::.. TBA .. ;;,. ,.::.:; t� 1':::::::::. ;. ... _ PROPOSED FIRE 1308 .. ...... 7306 ftw .......:..:::: . ��� =. + `►ate.- ;;` HYDRANT Q ❑ LIJ a ++��� +��w_ t� - ' Aw "FU + i..:.:.:.:.. PLUG: PROFILE 1.3 SEE. PAGE 33 -... .: m- +aTBA a - a a + a ar 20 LF. 16" CASING PIPE z NON -PRESSURE CONNECTION -.- 1 - 411�Q -- < r F- z LEGEND - +� w� ■� Aw m "� ! TBR TEIA­ '...::................... PAVEMENT PATCH. CLASS D v PROPOSED FIRE HYDRANT WITH Aux. VALVE de CI. BOX - ima�w k .::.:.:..:'.:.:.. .i AN i�'w--w ' + PAVEMENT PATCH CLASS B TBACD REMOVE OR ABANDON X TBR STRUCTURE 7a07 t - -. t - o - GRIND AND OVERLAY Mr TEE REMOVAL :.::.....:::..P RO FI LE 1.4. SEE PAGE 33 Ln m .. _ - fT _ ............ ............................ ............ ........ - PAVEMENT REMOVAL LIMITS PROPOSED VALVE IN VALVE VAULT Lr� _ PROPOSED VALVE PROPOSED 8 VALVE TBA TO BE ABANDONED H W/VALVE BOX 1405 IN VALVE VAULT --- ......................... Ca - .- PLUG EXISTING WATER MAIN MATH MEGALUG 1403 :.::.....:....... 1401 .. ..... :. .... �..... ... .. .-- ..... ,•..:....... - 1309 1307 1311 SCALE: HOR. 1 "=20' VER. 1 "=5' BAD 685 55D 675 67D 665 66D 655 S. ROBERT DRIVE ---- EXISTING PROFILE CENTERLINE ------ ----- ---- Vey 685 J STG /EXI ATE T/P= fi" MAIN 79'1 D z - E S IN ISTING 12" SEWER =5783 V 8. 680 675 P OPOSED 8" MAIN PROPOSED (CAIIALPA 8A MAIN LN) ZO LF. 150 CASING PIP 670 665 660 655 v N n V 0] m rD r• t0 m V to to m m P- m ¢ V W� m a to Y m m Y J] N Co �p ib z 00 K i. N oo z do m rD m -t � z 4] m Y m In 00 m to z m� o m rn n ILA 'n 0] rD m �„ to Y] W m � �6] tD W �D w _ N Yi �D In N LL7 u] DO CQ rD w N] to rD � V A m b V 0] rD M � V m t0 � d m m � m D W a co W �➢ m 7+00 8+00 9+00 11 +00 2 (l) o Z o� U � U Lu Q� o U) z Lu Lu ry > _J W o m W Z J Z D Lu � tl Q 06 Q � 04 J O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Jx1 Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 1 Sheet 7 of 38 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HER. 1 "=20' VER. 1 "=5' EXISTING 12" PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE Box PLUG EASTING WATER MAIN WITH MEGALUG EXISTING WATER M T/P=677 8" MIN 37 685 ----- --- —-- ---- ----- ----- ---- EXISTING ST IN _ 12"� SEWER =677.33 �------ CONNECT TO EXISTING �~ --� __ _ _ ��� _ PRDFILE `� ��—� ��� z I z � z L6 — ---___680 L m 20 LF. 16" CASING PPE 00 EXISTING &" SAN SEWER 675 INV=672.87 670 885 660 855 D 0 mm u0 m pj �m 0p n �rj - �m n i. rry w n _ m� m n Cy r+1 m �m �rj mm N ea pj cv 00 r nj Ito r i w ry m m n m n - rom �v mm n o� w n 0 d mm n p o� �� o M ca p v: mm n Oi �n -00 13+00 14+00 15+00 16+00 17+00 184 U) Z tL w > -J W o� m 0- w Z = J_ Q LL z 0 Lu Q 06 IL Q Q � 04 J O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: WCIJ Checked By: HMD Date: 02/004/2025 V Sheet S of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HOR. 1 "=20' VER. 1 "=5' 690 665 j 670 a 0 665 as 660 �s BE 94 655 �m 0 ag LLULINU PAVEMENT PATCH, CLASS D PROPOSED FIRE HYDRANT WITH AUK VALVE de C.I. 90X PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON TBR STRUCTURE GRIND AND OVERLAY ^r TEE REMOVAL PAVEMENT REMOVAL LIMITS PROPOSED VALVE IN 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER NTH MEGALUG MAIN -00 19+00 20+00 21 +00 22+00 23+00 241 690 685 680 675 670 665 660 655 U) ry Z � LV LLI > -J W o m 0- W fY Z = J_ Q LL r Lu IL Q 06 Q � J N � O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg �1 COPYRIGHT 2025 ALL RIGHTS RESERVED Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 9 Sheet 9 of 38 PROPOSED 8" VALVE IN VALVE VAULT 20 10 0 20 40 NON —PRESSURE SCALE. 1" — 26 CONNECTION) PAVEMENT PATCH, CLASS D i PROPOSED FIRE HYDRANT WITH AUX VALVE & C.I. Box 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER PAVEMENT PATCH, CLASS OR ABANDON 8 TBA STRUCTURE X TBR 'iRUOTURE MAIN INSTALLATION REPLACEMENT BY OTHERS GRIND AND OVERLAY T TEE REMOVAL 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE ""' PAVEMENT REMOVAL LIMITS PROPOSED VALVE IN VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE BOX SCALE. HOR. 1 "=20' NTHPLUEXISTING WATER MAIN WITH MEALUG VER. 1 "=5' 685 PROPOSED 8" MAIN WATER T/P= MAIN 71.40 EXI TING CENTERLINE EXISTING 10' PALM R ) TBA PR FILE STM SEWE INV=672.2 fiBD STM SEWER STM SEWER STM SEWE EXISTING _INV=672. 9 INV= 73.Z-6Y_—-- i — 575 z _ �� � to la 57D a R BB5 SAN SEWER INV=667,72 20 LF 16" CASING PIPE 56D 555 W µ m 0 LL7 O Yl m, Ml r� p ry w 2 1v , m ry ty CV v N v n GO N m n in m f+� M r- m fC o m ce M] m N m� ca r: m �w r: r� ^� ri �n n io 0 °°O m r: r' ^ i m r� noa ri ^� �� ri ri ^ nm r: ^r �It r: ^ mn r to to ri r: co r� to fl0 ri j �0 ri 'd pd cd to to a6 to 25+00 26+00 27+00 28+00 29+00 685 680 675 670 565 660 655 U) Z � LV LLJ tr > _J W o� 00 0- w Z = J_ Q LL g Lu Q 06 IL Q Q � J N CD N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.dxg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 1V4/ Sheet 10 of 38 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HOR. 1 "=20' VER. 1 "=5' 675 67D 6b5 BBD E 655 65D 645 W11H AUX. VALVL & Q1. BOX PAVEMENT PATCH. CLASS B TBA REMOVE OR ABANDON �/ X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS ❑v VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE W/VALVE BOX PLUG EASTING WATER MAIN WITH MEGALUG EXISTING 8" E ISTING 10" STM SEWER 1INV=565,30EXISTING EXISTING CE TERLINE u•J CONNECT EXISTING TO STM SEWER INV=566,21 STM SEWER NV=665.25 EXISTING 16" 8' WATER MAI - STIA SEWER T/P=663.9 __ _ NG 4—YYWA /_o ER MAIN 2E PROPOSED 4" MIN T/ =664.32 � � � � [5CH0)L] TB z 00 m LO x � 885 MISTING 10" PROPOSED BA MAINJ 660 STM SEWER 20 LF. 16 CASING PIP (SCHO L) INV=661.82 655 EXI5TING 36" 650 SAN SEWER INV=650.61 645 w Mal `nm LO Lq aiM to �m c+ m� m0 m `9m cy o v. . n ps to to o w m m m o m m m �m tp `gym N w W mco -.to `nto �; 0 m� �co `9m � 0 m oo w QD am �to `nm ro N ❑+ m ai wap Im M7 u� m 6 w , �W to nm m `nm ao n m m en q7 rn � mpp m nto m `nm o� o - bcs mr to oa' rn to 0+00 1+00 2+00 3+00 4+00 5+00 6+ U] LlJ F— z Q w Q Lu > a J � U Z 0- Lu Z Lu Q ❑- J Z LL o Q 2E a_ LA-)06 N J CD N IZ IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: WCIJ Checked By: HMD Date: 02/04/2025 11 Sheet 11 of 38 S. CAN DOTA AVE. ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' EXISTING CENTERLINE PROFILE NON—PRESSU CONNECTION PLUG n z r_ d Z r11 U7 r _ N O O f7l (" F71 U] 2 M LEGEND PAVEMENT PATCH, CLASS D i PROPOSED FIRE HYDRANT WITH Aux VALVE as C.I. Box PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON \/ X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE 13OX PLUG ExISTING WATER MAIN WITH NEGALUG 5TM 5E WER .1. INV=666.93 EXISTING — _— STM SEW[ l ___ — _—WATFQ ___ ----- Y___ �— — ---- — ---Y-- --Y--- EXISTIN S"Y — —— ____-- --- EXI TING 8--- ---------- __ _ T/PIPE=6 [MI BURN AVE) T/P=6 6-23 T/P 665.98 671 B TBA z w z z W z r DD 68: EXISTING 10" BBI SAN SEWER INV= S61,57 PROPOSED MAIN (DRES ER DR) 651 EXISTIN STM S17 4:811-) WER INV=6 6.86 651 84. tmy rn M r-i M7 vi v m oo m O n M n p ilf w tD r- n n o cv m n n v r- m ry rn op o 6i r� m wm e"om mm �� w �m wm wm wm rom w mm to ro� w m� wm wm �m wm i� OD 7+00 8+00 9+00 10+00 11+0D 12-f 4" 2 6.09 cn z Z o 0� n U � U LU Q� o U) LLJ F— Z Q W Q w a J ❑ � U Z 0- LI1 Z w Q a- J_ Z LL g o 2E IZ LA-)Q N J O N tl IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 12 Sheet 12 of 38 i �r• irr • •r, rrr • r�rr rr ALL SANITARY SEWERS IN THE PROJECT AREA HAVE LLbLINU PAVEMENT PATCH, CLASS D PROPOSED VALFIREVE HYDRANT BEEN LINED TO WATER MAIN CLASS STANDARDS NTH Aux vA13A C.I. eox �_, ,_,�. PAVEMENT PATCH, CLASS B �/ T9A REMOVE OR ABANDON /� TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS PAVEMENT REMOVAL 0 PROPOSED SED VAULT IN NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER UMITs MAIN INSTALLATION REPLACEMENT BY OTHERS TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY WITH MEGALUG APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' -00 13+00 14+00 15+00 16+00 17+00 184 cn z Z o O� U� � U Lu � 0 U] LlJ F- z Q W Q w > a J � U Z 0- Lu 0 O ' 675 Z = Lu Q a- J_ Z LL_ o 670 2E In 66Z5 L -) Q N CD J Cv In 660 IMEG Project No: $�� 24006636.00 File Name: PLAN AND PROF LC.Axg (D COPYRIGHT 2025 650 ALL RIGHTS RESERVED Field Book No: #### Drawn By: )NCU 645 Checked By: HMD Date: 02/04/2025 13 Sheet 13 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HCR. 1 "=20' VER. 1 "=5' EXISTING CENTERLINE PROFILE VIJ —~ EXISTING STM SEWER INV=667A0 ~--- -- — ------ VI - E. S IF 670 La L6 EXISTING 12' 5AN SEWE INV=664.1 z fi71 885 OD oD fib: 880 051 655 ft 650 651 645 ¢ Cs 4 W O Wto n �• 40 W r r. 4 m P � OQQ WID m ➢to 0*0�6 00 19+00 STING 14" SEWER =666.21 CONNECT TO EXISTING 20 10 0 20 40 SCALE: 1" — 26 LEGEND PAVEMENT PATCH, CLASS D * PROPOSED FIRE HYDRANT WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH. CLASS B TBA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN WITH MEGALUG [I] z Z 0 o� U� � U LLI � 0 U] LlJ F- Z Q W Q w > a J � U Z 0- LLJ Z = w Q a- J_ Z LL o Lu Q 2E a_ LA-)06 N J O N tl IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 14 Sheet 14 of 38 670 665 66D CO 655 650 645 640 635 PROFILE 65 EXISTING 16 EXISTING 8" WATER MAIN EXISTING 8" STM SEWER T/P=653 36 AN SEWER I. I- EXISTING 8" INV=653.62 _ 5TM SEWER � 60 -____ __ -- - _ ---- Y-�_ ----- -_-_ ``--- -- T/PIPE=652. 7 PIPE=654.5 --- _ ------ ----- NECT TO -___ f ______ -- ��__� -- _-__ -_w__--�_ _y --�-- E 15TING 36" EXISTING a - AN SEWER - �n LJ 655 vi � z � e �L • i °� 650 645 IN ALVE VAULT CkSING LF. 24N PIPE 640 rn ipj W N M ca h f� m �➢ oo ro m pip m m a N 0 in i W N m m ,� W m rn r �r m w rf r r:r ko rD r•1 a nto � m Cs N u7 n m r ui m �➢ rn rr -0 in r in m W r� � 7 � ^ �n h � nr m rD M] n r�r to m - m ,� m p r� W ropy m [�V roN �➢ 635 ro 0+00 1+00 2+00 3+00 4+00 5+00 cn z Z o o� U� � U W � 0 V ) F- Z Lu Lu Lu J 0- W � o_ Lu J_ Z 0 LL a- 0 Z tl Q z Q Ln � N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 15 Sheet 15 of 38 20 ...... .... .... 10 0 20 40 SCALE: 1" — 26 210 .. ... ...::... . .. .... ..... : 22D r:..: 214 ... ......- .. ...... ..... 206 204 202 200 218 216 �;:''. 222 212 PROPOSED 12 VALVE IN VALVE VAULT .. - ,. ................ .. .................. ............ .......................... ............. ..:.:. _::.:.:.:.:.:....:.:.:.:.:..:.:.:.:.:....... . .............. ....... :.:.:.::.:... ... ..................... i :............ - .................. 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TBA r at TBA r, TBR cn TBA - m w TBR x z - a Z x ;.... ... ... .. _.:.:.:.:.:.:.:.:.:.:.:.;:.�:.:.:.:.:.:.:_` - _ ..:.:.:.:.:.:. � ..:.:.: `'.:.:.:-:.:.:.:.:,:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.............:.:.:.:.:.::::.:........:.:.<.:.:.:.:.:.............:.:.:.:.:.:....... ...... :... .. PROP I PROPOSED FIRE P F - REMOVE IRE ROPOSED EMO E ANC=. REPLACE 11 HYDRANT HORA Y NT Q L.F. 0F 8' STM SEWER ....... .. PROPOSED FIRE 75 ........:.:..::............: .. ^- :............:..' ..22$...... 227 HYDRANT 219 217 215 ...- .... .-..._ ........... 213 209 207 205 2 vo S. PINE ST. LEGEND PAVEMENT PATCH. CLASS D PROPOSED FIRE HYDRANT ALL SANITARY SEWERS IN THE PROJECT AREA HAVE _ WTH AUX. VALVE & C.I. BOX TBA BEEN LINED TO WATER MAIN CLASS STANDARDS PAVEMENT PATCH, aaSs B X REMOVE ABANDON /� T8R STRUCTURE GRIND AND OVERLAY �r TEE REMOVAL 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER ""' PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT AMAIN INSTALLATION REPLACEMENT BY OTHERS TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN NTH MEGALUG 2. CONTRACTOR TO RESTORE TEIVIPORARY ACCESS TO ❑RIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HDR. 1 "=20' VER. 1 "=5' 665 EXISTIN CENTERLINE 6' EXISTING 8" STM SEWER EXISTING 8' STM SEWER / PRflFI LE EXISTING STM SEWS II INV=656.8 ' _�� �� ----- - ��- ---�f ------------------------- ------------ T --------------------------------------- / 655 z CO �o Li m 5! 550 fi51 64i W CASING 64o PIPE 641 635 63 W ra ea 2 0 m m m �� M m w0 Ed m � m10 a pa oo O mm r m m N in y nd m raCb ' m m O m to co ko m m m m mm m � m ram �r r•� 0 �nm Nei ry pp m N u� . m mm v m 6 w ro m � mm o! o o m p �n O 0 60 mm � v p o �� v p 6 m� r- p o co r O o m m(a O v iv 6+00 7+00 a+DO 9+00 10+00 11+00 (1] z Z 0 o� U W Q� o U) H Z W Lu Lu J 0- W � rZ Lu J_ Z 0 LL a- 0 Z tY Lu Q °6 Q z Q Ln � N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.A'xg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/4/2025 1jSheet 16 of 38 �u PROFILE - _ - ~8"- -- - E 15TING 8" ----- ---- _ _ EXISTIN EX STING 8" M SEWER~� --- ~ ~ ~~ Y ____ 5TM 5 WEIR EXISTING 8" 665 5 SEWER N =663.82 ~~~- ---- INV=66 -,42 .42 66! INV=657.70 --- IN ----------- =658.28 _��� ----v -� - ---� -- ----- -----� in 660 Myr fifi z z DD co 655 SAN SEWER 65,E INV 659.1Q 650 645 65y B* 640 635 64+ 631 Q, py N-tom-t t• f�I--�!! ❑ rn to W r� n NN d Y J+m M �+]� t• Ito M �� N - d V m UA W N N 01 �p w III+]'t ❑ m m� ❑ in V cJ tD `gym M, `� N �m cA c j `" cO N �n m i➢ to pj Yi co to "1 m m d M7 10 `gym 10 V m �m cA ' V m �m tb 4 fA m Ic7 o m `�to m t6 N W �Ii m �p r c0 w c0 m tC n co �m r n `gym Q ^ tO cA 6 [O CD `nm to m W m mm cp m g mm c0 `9 W m 13+00 14+00 15+00 16+00 17+00 cn z Z o o� U� 5 U W 0 � 0 V ) Z LU LU w J 0- WLU � J Z 0 1 o_ 0 2 z 0Y tl Q z Q N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 1■ Sheet 17 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER AMAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HDR. 1 "=20' VER. 1 "=5' 67[ Be! 561 CONNECT TC EXISTINC 65: 85[ 64F 64[ 63° IDOT NOTES: 1. RESTORATION OF CONSTRUCTION AREA WITHIN IDOT R.O.W. TO BE IN -KIND TO EXISTING CONDITIONS INCLUDING STRIPING. 20 10 0 20 40 SCALE: 1" - 26 PAVEMENT PATCH. CLASS D W PROPOSED FIRE HYDRANT N1TH AUX. VALVE & C.I. Box PAVEMENT PATCH, CLASS B V TBA REMOVE OR ABANDON TBR STRUCTURE GRIND AND OVERLAY �r TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN WITH MEGALUG VIV EXISTING CE PROFILE TERLINE EXI ST TING 8" SEWER 665 `---- ST _INV SEWER _65_2_09--- _____ _ _ - YY_-- --__- -__ -- __ _ EXISTING 8" STM SEWER TINV=653.63 ------ ------ _ __--Y660 A B55 z to Tz I� 00 650 64,5 EXI5TING 5AN SEWER 32" 640 635 wCF, n r� om �( ul m �WM N � m �(] 0 iP m emu] n m pp m m oo n �f O1 m o N 6 en pNp nn � � w � � m pp W m� � � m O iI] �n pip o � 0 m - C,d � <v N qL;w n � u�� � � m ep wCnp � � r� nn � � rp n � N m en r n� � ul m m N too -. � w to n 0 O+DO 1+00 3+00 4+00 5+00 6+ <n z Z 0 o� U� � U LLI � 0 U) H Z F-- Lu U7 w J O U 0- LLI i (D W p J_ = LL a- 0 Z g tl F- 2 Q Z J L N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 18 Sheet 18 of 38 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HCR. 1 "=20' VER. 1 "=5' Ulu B85 ull 66! EXISTING 8" STM SEWER INV=655.67 EXISTING GENTERLINE PROFILE EXISTING 6 z -- ---__ EXISTING 8 STM SEWER INV=654.61 ___ --` w Y i in Y```-- _ INV=653.7 — --- —___-- __—V --------------------- f— 661 — 655 x 10 65: 65D say 851 64; 64D 835 644 63! ❑ 0' 4 Ill W to r- Oo n Q+ I[l t0 m Qj N IA W lO In vi U ip m m m I[l m a Cb 0 N m of � n Qi � w Iq W EO a p ❑ m M� � � (p N � m OO M ] � W tD ko go w� � eg t0 W Ill �➢ to ip N QJ � � dO ❑ m ]� � W m In 4 � � t0 It m m � � m 000 Lq m m� � tq 0D M N u7 ep OO m Y7 ➢ m Qi � 00 7+00 s+00 9+00 10+40 11 +00 cn z Z o o� U),r � U W LU 0 V ) H Z F— LU U) w J D OY U 0- W l (J W p J_ = LL a_ 0 Z LU � tl Q Z J N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 19 Sheet 19 of 38 PROPOSED 10" VALVE IN VALVE VAULT REMOVE AND REPLACE 19 L.F. OF 8" STM SEWER 20 10 0 20 40 LLJ NON -PRESSURE Q CONNECTION PLUG SCALE: 1" - 26 Z w w .... 104 f 10B V .� 602 118 716 114 . ................ 110 f::: 200 :PROPOSED 8 VALVE W W REMOVE AND REPLACE 27 -� IN VALVE VAULT W ,. ,. L.F. OF S do fi . STN SEWER. _ - ..... m LLJ} LLJ�. a .:...... - - �. :;:b�� :.: - , .. _ _ REMOVE AND; REPLACE 1 • PROPOSED 8.. VALVE. ,..... LF. OF 8" ATM SEWER IN VALVE VAULT - :. .-._ �— _ — '.p'{{" -____• - i riiii �ryi�i i�-tri�iQr �w �w w� : �.� ri=�=..��.s =.,i.�s �.,i��.i. =.i....� ..........:...................:....................: iriii�.».. ................................................... ...... ... .. -- i............ ...... - ir. �. �....... .. .. ............... .. ............... ... .. ,- - iriiiirrr. .......... iris............................................................................................ �:' - � A - � a Q m i ii ss. i iifii K �J [n .. ....:.:.:.:.:.:.:.:.:.:.:.:.:.:...:.:.:.:.:.:.-:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:..................................................... .....-......... .:. - � A ... :... ... ... :.. .. ..:: .. -- ,� ..... ..: - :.. m TBRLLJ m [17 PROPOSED FIRE BR n HYDRANT � a . «.. x N ... .... .... ..... .. .'.. .:. .' ...... ......_ ... - ......... .. ....... ........................................................................... .............. ................ ...... ...... ..... .......... .... .. ...... ...... ........................ ......................................... ...... ...... ... ............... ........................ .... .... ................. .... ... ... ...... ...... ........ .. ... ... ... ...... ..-. }.......... :......'............ .... ........ ....... .._ SAI .. Q - PROP IR 201 :: .... ... .... .... .... HYDRANT 11 ... 117116 113 108 157 ::..:.: .... ...,,,.: .... ........ 128 ....._ _.. -. . LEGEND REMOVE AND REPLACE 20 PLUG c :::.:.. ....... ......... ....... L O U 15 5 T L.F. OF 8" STId SEWER NON -PRESSURE CONNECTION V . . PAVEMENT PATCH. CLASS D FIRE HYDRANT NTH Aux VALVE & C.I. BOX PROPOSED 10" VALVE IN VALVE VAULT PROFILE 1.7. SEE PAGE 33 PAVEMENT PATCH, CLASS B v TBA REMOVE OR ABANDON TOO STRUCTURE GRIND AND OVERLAY ALL SAN ITARY SEWERS IN THE PROJECT AREA HAVE . r TEE REMOVAL BEEN LINED TO WATER MAIN CLASS STANDARDS ,,,i, PAVEMENT REMOVAL © PROPOSED VALVE IN LIMITS VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE Box 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS PLUG EXISTING WATER MAIN NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER WITH MEGALUG MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY SCALE: HDR. 1 "=2C APRONS AND SIDEWALKS WITH CA-6 AGGREGATE VER. 1 "=5' -DO 13+00 14+00 15+00 16+00 17+00 18-f U) H Z F- W U7 W J O U 0- Lu (n W p J = LL a- 0 z IY r IZ L 06 Q Z J Ln IZ N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Jx1 Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 20 Sheet 20 C f 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER AMAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEIVIPORARY ACCESS TO ❑RIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HER. 1 "=20' VER. 1 "=5' LEGEND PAVEMENT PATCH, CLASS D PROPOSED FIRE HYDRANT WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH. CLASS B TBA REMOVE OR ABANDON XT8R STRUCTURE GRIND AND OVERLAY ^r TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN i WITH MEGAWG -00 19+00 20+00 21+00 22+00 23+00 241 cn z Z o o� U),r � U W Lu 0 U) H Z F- W U) W J � U 0 0- W i (n W p J = LL a- 0 z fY r n L 06 Q Z J N n O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 21 Sheet 21 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE IDOT NOTES: 1. RESTORATION OF CONSTRUCTION AREA WITHIN IDOT R.Q.W. TO BE IN -KIND TO EXISTING CONDITIONS INCLUDING STRIPING. SCALE: HOR. 1 "=20' VER. 1 "=5' -00 25+00 CONNECT TO EXISTING 20 10 0 20 40 SCALE: 1" - 26 LEGEND PAVEMENT PATCH, CLASS D PROPOSED FIRE HYDRANT WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH, CLASS B TRA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN WITH MEGALUG [I] z Z 0 o� U� � U LU � 0 CI] H Z F-- Lu UJ Lu J O U CL Lu (n W p J_ = LL a- 0 Z fY r n Lu 06 Q Z J Lo n N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 22 Sheet 22 C f 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' CONNECT TO EXISTING 85[ M. LEGEND PAVEMENT PATCH. CLASS ❑ » PROPOSED FIRE HYDRANT MATH AUx VALVE & C.I. BOX PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE W/VALVE BOX PLUG EXISTING WATER MAIN WITH MEGALUG EXISTING P CENTERLINE DFILE ----- EXI STV INV �— TING 8" SEWER 652.70 -- — — — — ----- ------ ------ — —- — ---`-- — -—Y-- _ -- ----_ —__ z � uo in Sri PROPOSED 20 CASING 8" MAIN LF. 16" PIPE (C UNCIL TRL) - 0 iD m O o rC m r� �d r9 'd �d n 1p m rq r 00 r� a r n 05 0 ro n go➢ n n a r cv o� m ❑ Cd � rq ❑ oa rO � �� a id n m rq n wN m ifl w 0+00 1+00 2+00 3+00 4+00 cn z Z o 0� U� � U LU � 0 U) F— F— Z (1) LV Lu > Lu 0 U m 0- LI.1 Q W Z 0 J_ a- LL Z Lu tl Q Z Q � J O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 23 Sheet 23 of 38 EXISTING 5TM SEVIER INV=656 8" 49 T -- MISTING B" ATER MAIN P=654.88 —_YJ-BA— — --- ----- _----- — i in Ld 20 L. F CASING 16" PIPE P M P rv, m m r'] CS m m n Q Ill cnm co W ' D 06 m m c0 m to al O O 6 t m0 5+00 6+00 665 B50 B55 550 )POSED 8" MAIN 'OSPECT AVE) B45 540 535 cn z Z o o� U) 5 U W 0 � 0 V ) LU �f LLJ ry > � LU 0 U m Lu Q W Z 0 J_ LL Z g tl Q Q LA-) J N a_ O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: WCLI Checked By: HMD Date: 02/04/2025 24 Sheet 24 of 38 NON —PRESSURE CONNECTION _ ................. PROPOSED 8' VALVE 16" 20 LF IN. VALVE VAULT — — — — — — — ..... ...... ............................. ...... b PROPOSED S VALVE - - CASING PIPE IN VALVE T ------------ ------------- ------ -- -_L_� _____ ___ = =? =_ter==�_.____—�=_mot V=VY PROPOSED 8" WATER MAIN ��—___--— — — — -: = Mw—rr---r rr= w—taw-- lit —+r--w—w ,�—w—►r—w—w—t+� :...c�".: ti•itt=====______ _ ___=====i.�i==== ==.S=sue.'==_____ :.�- -...:..:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:........................................._................. ............ .......................................... . ... ___` __" TEE REMOVAL ' ''::' PROPOSED FIRE`' :..: CASING PIPE' HYDRANT ,: .: TBA .. TBA•• w •• _..:. ....... .... U7 . TB ... =,`:`: '',gA.: T .. ........... -- — Lu Q t7 tY ........::...::::::..::.:.:..:..:..:::: . .. 801 av5 00 L1J V) LIJ E. PROSPECT AV E PROPOSED a" VALVE . IN VALVE VAULT PROFILE 1.9, SEE PAGE 34 66° 66( 65E 651 64.` 64C 63: ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' EXISTING CENTERLINE PROFILE LEGEND PAVEMENT PATCH, CLASS D * PROPOSED FIRE HYDRANT WITH Aux. VALVE de C.I. BOX PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON �/ X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE Box PLUG EXISTING WATER MAIN WITH MEGALUG EXISTING STM SEWER _ 12" �— _ ----- — _ — PROPOSED ( — --- 8' MAIN EORGE ST) -- — EXISTING 12" STM SEWER INV=655.72 vvu Y--- ___-- CONNE EX ------ T TO STING ----Y----- ----- __---- --Y _� z LL? — -- z 20 CASING LF. 1 sm PIPE 655 20 L.F. 1 AS 650 645 640 wGO 7 Ln p n N _ m � �O e w D Q0 � to do ko m 1 MM D Q> M ko n a . � op � u W w n 0d V N n op � -6 to O Cs - M o 7 . w � 2W O 66 m 0 v;pp � Nw p �m o Dkn o 635 o ' T 0+00 1+00 2+00 3+00 4+00 5+00 s_ W Z Q W 2i U Lu J W O U 0 0- W � tl Q ❑- W � J Z LL a Lu 2E 0- LA-) Z N Q CD J N W IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.A'xg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 25 Sheet 25 C f 38 0 20 10 0 20 40 SCALE: 1" — 26 LEGEND ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS PAVEMENT PATCH, CLASS D w WITH Aux. VRREALVE PROPOSED VAL HYDRANT VE de G.I. Box PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON �/ X TBR STRUCTURE 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS GRIND AND OVERLAY NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER T TEE REMOVAL MAIN INSTALLATION REPLACEMENT BY OTHERS PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS ❑v VALVE VAULT 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY TBA TO BE ABANDONED ►r PROPOSED VALVE APRONS AND SIDEWALKS WITH CA-6 AGGREGATE PLLIG EXISTING WATER MAIN W/VALVE BOX WITH MEGALLIG SCALE: HOR. 1 "=2D' VER. 1 "=5' C VIC TIAI (` (`ChITC DI IhIC 665 660 655 650 645 640 635 6+OD 7+00 8+00 [I] z Z 0 o� U� 5 U Lu 0 � 0 U) w z Q w 2i U J w � U � Lu ry VJ `(^ n Z 0 Q a- w � J Z I a LU 2E n Q 06 N Q O J N n IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 26 Sheet 26 C f 38 20 10 0 20 40 SCALE 1" - 2d 0 o� LV aao REMOVE AND REPLACE 2D �] U LF. OF 18" STM SEWER W u] PROPOSED S' VALVE IN VALVE VAULT 4io a0a 40e 402 Q= o 0� ssa v 404 400 NON-PRE55URE ''-"''.,.� CONNECTION x ... .:..:. . . ....::::.:::.... r r11 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' 66@ 55C CC 65� 65C 64FE 64C 635 IDDT NOTES: 1. RESTORATION OF CONSTRUCTION AREA WITHIN IDOT R.O.W. TO BE IN -KIND TO EXISTING CONDITIONS INCLUDING STRIPING. PAVEMENT PATCH, CLASS D w PROPOSED FIRE HYDRANT WITH Aux. VALVE & C.I. BOX PAVEMENT PATCH, CLASS B �/ TBA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL LIMITS PROPOSED VALVE IN © VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE Box PLUG ExISTING WATER MAIN WITH MEGALUG ERIN CENTERLINE ,--,—PROFILE �" - EXISTING 18" 6fi0 NECT TO - - �~ STM SEWER EXISTING ``- ---_ -�--- INV=650. 32 EXISTING 10' - ---�- ___ - ___--� Y Y f f --_----- _STVi-SEWER ----- ----- ---- INV=650.83 z Z 'toi 655 z i° a r a O0 L6 650 20 L.F. CASING PIPE 16" 845 X15TING 18�� AN SEWER V= 6 47.80 640 635 -� o p v,)l n �n r-n n� mDD mm m 00 0 ••' ii] vi lii N m vi � if"+ m �D W GD n � - �o ro ,17 tO rci Sri lii u] to m L6 n m `n � N 00 '� ul Y7 m . N m `fl m ,n N [o - - in - EO m - ICl . n m m ed - U-1 m `� w n if] to 0+00 1+00 2+00 3+00 4+00 5+00 U) H � Z W W > � W 0 U m 0- W Q W Z = J_ ❑- LL Z g tl Q Z Ln J N a_ O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 2■ Sheet 27 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' 20 10 0 20 40 SCALE: 1" — 26 LEGEND PAVEMENT PATCH. CLASS D v PROPOSED FIRE HYDRANT WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE W/VALVE Box PLUG EXISTING WATER MAIN WITH MEGALLIG vvJ vvJ 560 EXISTING 12" PROFILE 660 ___ STM SEWER 10"---T - - - - - — -- — — — — — — — — — — — — — — — — — — — -- — — — — 655 z COM SE ER 5TM SEWER z 655 i T/PIPE= 52-22 z a1 INV=65 .92 un W c 650 650 20 LF. 16" 20 L.F. 16" 20 LF. 16" CASING PIPE CASING PIPE 645 CASING PIPE 1 645 64D 840 B35 635 N m r ko W n�! r r= m� —O r .�] ,q o n n Y7 m �D rn �D n m rd N w rD in i �1 m in �ri N in �5 rnM m m 0 �� aM m m k N cvN ,p � C m o m N ,� 0 �D p ry m m o N � to rn r6 �] rD n m M mi] as w u] L W m� m i � m m oim pp d N m � m m m Coicv�14in en m � n n W �DUD r u] m 6+00 7+00 B+00 9+00 10+00 11+00 [I] z Z 0 0� U� � U W � 0 U) Z LV Lu > Lu 0 U m 0- Lu Q W Z 0 J_ LL z rw0r- Lu Q ly 2 Q Z Q O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 28 Sheet 28 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' S. ALBERT ST. LEGEND PAVEMENT PATCH, CLASS D w PROPOSED FIRE HYDRANT WITH AUX. VALVE & C.I. BOX PAVEMENT PATCH, CLASS B TBA REMOVE OR ABANDON \/ X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS 0 VALVE VAULT TBA TO BE ABANDONED H PROPOSED VALVE W/VALVE Box PLUG EXISTING WATER MAIN WITH MEGALUG vv. EXI TING 10" uu. EXI STING CENTERLINE STM SEWER 666ROFILE IN 655.75 660 ------ -- _— — — —— -- __ EXIS ING 18" ---� ------ �_ -- ----- --- --_-- ---- `— — ----- —— — — — — — — — — — — — — — — — — —— — —— STM SEWER z INV 652.D4 z 555 z 555 650 65D 20 CASING L.F. 16 PIPE 20 LF. 116"7�� 645 CASING PIPE 645 64D 640 635 635 O pp � m Oo tl0 N a N N M LL7 �n t0 O o] pp r m M CO ro N m µ ? N ry �(] ✓f m N N O In N p, d W7 O N O rn � N 1Q o[] t• m to w to ^ r` N to �D ,p r w N 1 m CO ,i] �D 0 t1] `O ,n w 0 Cd in to C v N in CA cd ro m N to rD t0 tb i k �O m m W LO N � m 06 111 �D m 0 kn � m r0 of w m m od �1 m m ed m w m 'd od t11 m to m o3 N t0 to of w m 0 go <n m ^ ➢ to n n 12+00 13+00 14+00 15+00 16+00 17+00 cn z Z o 0� U� � U Lu � 0 U) Z � LV Lu > W 0 U m 0- Lu Q W Z 0 J_ a- LL Z 0 =)Lu Q fY tl 2 Q Z Q N a_ O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.dn-g Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 29 Sheet 29 of 38 SCALE. HDR. 1 "=20' VER. 1 "=50 PROPOSED 10" VALVE IN VALVE VAULT 202 903 .......:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:......:.:.:.:.:.:.:.:.:......:.:.`.........:.:.:.:.:.:.:.:.:.:.:;.:.:.:.:.::.:.:.:.:.:.:.::-:.:.PRfl fl:.:.:8'"..:..:..'., POSE ... .. 20 L.F. 16 VALVE IN CASING PIPE VALVE VAULT m = 7___� rr+� r• r• r rr- ..:i rr r� r. r• rs rrr• r• rw rs r• y a '.. Lu 203 20� .:.....:..:..:.�.,; Lu ... ..... .. ..... ........ ..... Lu 32 L.F. 16" ry CASING PIPE (D REMOVE AND REPLACE 20 L.F. OF 8" STM SEWER W -HE PROJECT AREA HAVE LU AIN CLASS STANDARDS w DRIVEWAY APRON REMOVAL AS 3TALLATION INCIDENTAL TO WATER JT BY OTHERS 'ORARY ACCESS TO DRIVEWAY A-6 AGGREGATE EXISTING 10" STM SFWFR� E ISTING 10" XISTING 8" EXISTING 10 EXISTING CENTE LINE EXI ST TING 8" SEWER 860 — — — — — — — — — — — — — — — —— N V=653.76 — —— ----- -- -- NV=653.37 ----- —,\ -- -- -- INV=651.47 ---� -- — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — —_---- — 555 „ a � � PROPOS (EVERG D 10" MAIN EEN AVE) in Ld u� o0 650 645 20 L.F. CASING 16" PIPE 32 L.F. 16 CASING PI E 20 CASING PIPE 640 635 �: �n LL] e� ca ¢ a u] co 'p rt1 m pp m N LLD to �n ,fl p ri r r: IA ,� to r- r ' N m m r� oo ri so to n r•�l cv ri 0 m N ry r N rB � to ry r: r in �➢ to r m Or- ri r: �[] m r: m ^ ri In n ^ r: r!I m I: ri to m �: LLD m oo r u7 m n N r. 18+DO 19+00 20+00 21+00 22+00 23+00 U) H F-- Z � Lu Lu > � Lu 0 U m 0- Lu Q — cn w Z 0 J_ LL. Z Lu tl Q Z Q O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 30 Sheet 30 of 38 20 10 0 20 40 SCALE: 1" - 26 V 1 W—�A_� w� :i:...i.ii. .i.i: �:�: ............ .... .. .. ........... ...............„..........'.......................................................................... i.i.i.ii..f...... .............�...... ............. ......cc...... .. .. _ '_ i : .� i i a i� i i :Imp s� ... I i:is........ .! '.s:ii.t: a: s:.�:... .:.:..::s:s ..:.:.::.:.:.:.:.:.:.:...i.�:.. :: ::: .:.: ::`� _...::.: ..... :..:.::.-.. .......... .. ram:. ..... ... ...:..:::: z ': .:... .t:.:-::.c:.r_.:T .. — ...— .................. ..............—._.......r:.:.:.�m..:................. ..,. ................ , Ll] - PROPOSED S VALVE. _ ,., 1 IN VALVE VAULT'.....; TB 1 ix TBR - TBR _ C� n -- 1p PROPOSED F IRE F PROPOSED IRE HYDRANT ::: ::.:' .::, :.:'::...:.:....: a$ 109 105 105 21 19 17 N 5 HYDRA T a 7 .::...::... PWG ::::.:.,...... W. . .... .:::. NON -PRESSURE CONNECTION U) S . AL B E RT ST. m LEGEND LJJ PAVEMENT PATCH. CLASS 0 * PROPOSED FlRE HYDRANT ALL SANITARY SEWERS IN THE PROJECT AREA HAVE WITH AUX VALVE & C.I. Box BEEN LINED TO WATER MAIN CLASS STANDARDS PAVEMENT PATCH, CLASS a X TBA REMOVE TBABANDON /� R STRUCTURE GRIND AND OVERLAY T TEE REMOVAL 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER PAVEMENT REMOVAL 0 VALVE PROPOSED VALVE IN LIMITS MAIN INSTALLATION REPLACEMENT BY OTHERS TBA TD BE ABANDONED H PROPOSED VALVE W/VALVE Box 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY PLUG EXISTING WITH MEGALUG WATER MAIN APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE: HDR. 1 "=20' VER. 1 "=5' -PROPOSED 8" MAIN (BUSSE AVE) 00� EXISTING 10' STM SEWERINV=655.4 INV=655.5 EXISTING 8' STM SEWER EXISTING 1D' STM SEWER INV=655.67 EXISTING PROFILE CENTERLINE vow 660 - - - - - - - - ---_- - - - - - - - - - - --vv z YYvv- ---_-- - - a ---- z - ---- - - - - - - - - - -�--- tq - - - - - - - - - - ------ --_-- __--- 650 v - 655 � co 00 655 65D 20 LF. 16" CASING PIPE CASING Q L.F. 16" PIPE645 650 645 64D 640 835 0 P- m r �] p0 p tD n ^ r= u] m Qa DO vi r r= � o0 00 iq ri n m rn n ¢ W m ri r �] m �o r ¢ EO o ri ed N w ry ed �C] rd N � m N r, m m � �[] m 00 N �-, CO oa u� [D M N -� 00 ro La o0 n v� 0 00 00 N u� pp ed .9 0 W ie-, of K] n cd u] � P m � i �] to 6 0 m pp aim � u] 0 ro m o, a 0 N m I- CO n CO � � u� m � in � � Y] to 0 a0 y0 �6] m 635 24+00 25+00 26+00 27+00 28+Od 29+00 (I) z Z 0 0� U� � U W � 0 U) F Z � W W > � W 0 U m 0- W Q W Z 0 J_ LL Z g tl 2 Q Q LA-) J N a_ O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.A'xg Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 31 Sheet 31 of 38 ALL SANITARY SEWERS IN THE PROJECT AREA HAVE BEEN LINED TO WATER MAIN CLASS STANDARDS 1. CURB & GUTTER, SIDEWALK AND DRIVEWAY APRON REMOVAL AS NECESSARY FOR WATER MAIN INSTALLATION INCIDENTAL TO WATER MAIN INSTALLATION REPLACEMENT BY OTHERS 2. CONTRACTOR TO RESTORE TEMPORARY ACCESS TO DRIVEWAY APRONS AND SIDEWALKS WITH CA-6 AGGREGATE SCALE. HDR. 1 "=20' VER. 1 "=5' 66! 66, 65' 651 641 641 63! IDOT NOTES: 1. RESTORATION OF CONSTRUCTION AREA WITHIN IDOT R.O.W. TO BE IN -KIND TO EXISTING CONDITIONS INCLUDING STRIPING. EXISTING ENTERLINE EXISTING 12" STM SEWER EXISTING SAN SEWER INV=6 you 12" 1.82 ` -- - -- ----- z - - - - - - - - - - - 660 --CO NEC EXI TIN Ln Ld x x R 655 850 645 640 M rn� w o is m LL7 OD o r= m m � o m I. Os m� n m m � ri m m Nl d r Q oo 13 m _ n d r: Q0 m 635 LO 30+00 31+00 32+00 20 10 0 20 40 SCALE: 1" - 26 LEGEND PAVEMENT PATCH, CLASS D * PROPOSED FIRE HYDRANT MATH AUX VALVE & C.I. Box PAVEMENT PATCH, CLASS B THA REMOVE OR ABANDON X TBR STRUCTURE GRIND AND OVERLAY T TEE REMOVAL PAVEMENT REMOVAL PROPOSED VALVE IN LIMITS VALVE VAULT TBA TO BE ABANDONED PROPOSED VALVE W/VALVE Box PLUG EXISTING WATER MAIN WITH MEGALUG am [I] z Z 0 0� U� � U LI � 0 U) Z Lu Lu > � Lu 0 U m 0- LI.1 Q W Z = J_ a- LL Z Lu Q tl 2 Q Q LA-) J N IZ O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LE.Axg Field Book No: #### Drawn By: )NCJ Checked By: HMD Date: 02/04/2025 32 Sheet 32 of 38 EXISTING CENTERLINE EXISTING CENTERLINE EXISTING CENTERLINE EXISTING CENTERLINE PROFILE w PROFILE PROFILE PROFILE 690 690 685 685 680 B8a 555 685 Y EIS NG 8" EX STING 8" EXISTIN S M EWER IN = 79.96 5 SEWER IN=674.62 5TM 5E _ _ INV=67 — — — J CONNECT TO EXISTING iZ 555 ___ B85 — 680 — — — 680 675 575 i 680 680 "� EXISTIN 6" i WATER MAIN CONNECT TO z Z 0 x TO x T/P=6 9.16 x 0 EXISTING [CDNNECT E ISTING x � 680 TBA "� 680 U 875 675 670 870 675 fi75 LLJ w 0000NNECT�-' ❑ G PIPE EXISTING6" 675 675 670 670 665 665 570 SAN SENER 670 INV=67 .38 20 LF. 1 CASING PIPE 20 L.F. 1 B CASING PIPE EXISTING 1 ": PROPOSED 8" MAIN {R09ERT DR) 670 670 665 665 660 660 665 665 —PROPOSED 8" MAIN INV=665. 6 PROPOSED B" MAIN {ROBER DR} rZ6 {PALM DR 6B5 685 660 660 655 855 660 660 pp 00 t° v 660 660 a 4 0+00 0+00 0+00cp W LU 0+00 CC 1.1 - PROFILE - FERN DR (SHEET 4) 1.2 - PROFILE - BIRCH DR (SHEET 5) 1.3 - PROFILE - REDWOOD DR (SHEET 7) 1.4 - PROFILE - CATALPA LN (SHEET 7) W wM EXISTING 8" 5TM SEWER EXI57ING CENTERLINE EXI5TINC CENTERLINE INV=654,40 PROFILE 685 PROFILE EXISTING 6" 685 675 fi75 EXI5TING CENTERLINE U) 8" R PROFILE EXISTING 8" g 5TM SEWER 664 6601NV=656.34 Z 670 67a ss0 sso t1J Lj CONNECT TO LLU LU CONNECT TO PROPOSED S" MAIN CONNECT CONNECT NE EXISTING > J EXISTING {CAN DOTA AVE EXIS 665 665 655 655 655 655 {/] Lu C� U7 o 660 660 65D 650 650 BSD Z a- Q � 0 IN Z ' E g U) 655 655 645 645 645 645 LLJ H J — LL Lo M 850 64D M 54U 540 04 0 N 645 645 535 535 635 835 ID IMEG Project No: 24006636.00 0+00 0+00 0+00 File Name: PLAN AND PROF LC.Axg ® COPYRIGHT 2025 ALL RIGHTS RESERVED Field Book No: #### 1.5 - PROFILE - EVERGREEN AVE (SHEET 13} 1.6 - PROFILE - ROUTE 83 (SHEET 15} 1.7 -PROFILE - EVERGREEN AVE (SHEET 20) Drawn By: WCLJ Checked By: HMD Date: 02/04/2025 33 Sheet 33 of 38 ER 44 `EXISTING 1 STM SEWER ar ■ TO XISTING EXISTING 1 20 L.F. 1 d" CASI SAN SEWER [INV=667. 3 PROPOSED 8" MAIN {PALM DR) n <v m� EXISTING 5TM 5E INV=666.76 8 R EXISTING SAN 5 W INV=6 3. i � � �; z E7C15TING 2 " STM SEWER IN m s m s � 20 LF. 6 CASING I ST IN SEWER =658.02 - dp �n O o � m TO ING EXISTING SAN SEWER �INV=6bO_72 24" CQN ECT T s �n x PROPOSED {PINE ST} 1z"x1s" 12" M ��n �m ai pp m � m � �co qj m m m 0� u7 m _ INV=653.10 EXISTIN WATER 8" MAIN — TO TING � T8 A in �� ui m 2 EXISTING 00 12" SAN SEVER INV=64 .74 PROPOSED 8 MAI i�om mm m �m w cl] z Z o o� U� 5 U W 0 LU PROPOSED 8" MAIN NG CENTERLINE Z (PROSPECT AVE) EXI5TING 1 Z"[EXISTI PROFI LE a B65 STM SEWER 6B5 EXISTING 8" EXISTING CENTERLINE EXISTING I," STM SEWER PROFILE EXISTING 8" . EXISTING CENTERLINE WATER MAI INV=653.33 STM SEWER a 4 PROFILE T/P=654.6 INV=653.94 660 660 550 — _ _ — — _ TBA_ _ _ 560 660 660 EXISTIN z CONNECT T STM 2 EXISTING // I655 INV=6 '0 9 71 L 655 J 555 855 655 855 _ CONNECT TO EXISTING �- o - LL 65D 650 B50 650 650 650 c 7COM 20 LF. 16 CASING PI E 646 FCT 10 645 w 645 645 645 IN 840 640 540 540 840 840 Z � 635 635 935 635 635 635 2i LJJ r t° w yw/ .0 w o p 6 p o p m m m > J LL to ccm � 0+00 0+00 4+00 � U 0— W 0- U) U7 o z � Q � c� 1.8 - PROFILE - COUNCIL TRL (SHEET 23) 1.9 - PROFILE - GEORGE ST (SHEET 25} 1.10 - PROFILE - EVERGREEN AVE (SHEET 30) LU 2E LU J_ Q LL L N O N IMEG Project No: 24006636.00 File Name: PLAN AND PROF LC.Axg ® COPYRIGHT 2025 ALL RIGHTS RESERVED Field Book No: #### Drawn By: )NCU Checked By: HMD Date: 02/04/2025 34 Sheet 34 of 38 12" EWER OY54 EXISTING 8 WATER MAI T�P=650.1 T8A � CON ExlS EXISTING PROPOSED 8" MAIN ry N � fYY~ EXISTING �` YY" z WATER MAIN T�P=654.50 � � ai TB � E 15TING PROPOSED 8" M (ACRE T 5T} EXISTING 4" SAN SEWER EHOISTINGT TO 40 INV=648.6 .F. 2D" CASING PIPE cyN vMn1 r-� m� m m m m 16" CASING PIPE 8" WATER MAIN BOTH ENDS OF CASING PIPE SHALL BE SEALED WITH BRICK & MORTAR IN ACCORDANCE WITH THE a.1 DETAIL SPECIFICATIONS CASING SPACERS WITH SKIDS SEE PLANS AND SPECIFICATIONS FOR MOTH (IF PERMANENT SURFACE RESTORATION PAVEMENT RENOVA>_ AND REPLACEMENT FOR PAYMENT PVRPp$E5 IDENTIFICATION OF WHERE TERNINQLQGY, pINQJSIpNS SELECT GRANULAR MATERIAL AND TYPE OF SELECT IS REWIRED MATERIAL YIHEN REQUIRED F.. EXISTING SURFACE EC7'Tk.,: . ;cSuRSE 'ALL CONDVRS LOCATED 1'•'••'1'4.VARIES a a UNDER DR INFHIN 2' OF EXISTING OR FUTURE FINAL PAVED AREAS. ',• • +. BAC14FILL 2 !,. OP'TB C '•CFI - a PAVED AREAS INCLUDE •J• j STREETS, CURBS, GUTTERS ? P, n• 5HOULDER5, AND 5;IDEWALK5 •P�bP�k•[1 ' ALL NON RIGID CONDU RS TI' ''•' 'I ' T I. 1 AND "RIGID IT- C UNDER INITI- o OR WITHIN 2' OF EXISTING"BACfCFILL a OR PAVED AREAS pia• /2 D. ALL NON RIGID CONDU RS, AND ALL 4 vl�' SEWERS, RIGID WATER MAINS AND /2 G HRU NCHINGw z r a FORCEMVNS WTTHIN 2' OF FISTING,• - n OR FUTURE PAVED AREAS •'a •�'7.•7"f • I' I'• 4� BEDDING WHERE SOIL CONDITIONSWARREVARIES FOUNDATION 6" ALLOWANCE FOR TRENCH 2' + O ❑ N SHORING, BRACING, OR BOX, MINIMUN IN TYPICAL BOTH SIDES WDTH NOTE' TRENCH BOX SHPLL NOT 3' + O ❑ EXTEND BELOW TOP OF PIPE, NAKIMLIM ril HONEYER IT SHALL NOT EXCEED FOR PAYMENT 2 FEET FROM THE BOTTOM OF PURPOSES THE TRENCH. —INDICATES ELIGIBLE FOR PAYMENT AS SELECT FOUNDATION MATERIAL NON RIGID CONOUI iS ARE DEFINED AS FLEXIBLE TRENCH DETAIL THERMOPLASTIC PIPE AND/OR CORRUGATED METAL PIPE- 3" PROCESSED HMi GRINDINGS EXISTiNG IXI5TING ROADWAY ROADWAY TRENCH &NCKRLL TEMPORARY PAVEMENT PATCH_ SPECIAL N.T.S. z ja � F a 1 -1- 3 3 g PROPOSED Oc a 6"x6"-45' ti Of 3 0- EXIST 6' WATER MAIN wow w ti ti L PROP, 5" WATER MAIN PROPOSED PROPOSED 8"x6" REDUCER 8"x8"xB" TEE PROPOSED 8%6"-45' PROPOSED 8" VALVE IN VALVE VAULT PROPOSED 8"xS" REDUCER EXIST 6` WATER MAIN w W PROPOSED S x8"x8" TEE PROP05ED z 8" VALVE iN VALVE VAULT Ld w Q DO a O rr a Village of Mount Prospect Public Works Department 1700 W. Central Rd. E:::F1FiE NY[?FIAiJT DETAIL Lass Revised: 6-i5 H:'-Er.�S.serror..x=�Z1s;.::511s�3eSa,�ar�slRE fY7;aAM'+�'ltiL.dng A44 y 1}F 'e '"�'� I}� C❑ C { �� ;`' FER A50.M1:,FACT;,cEa'c SPECS; 24- SE• CIA. SECTION A -A SECTIOi4 6-8 SECTION C"C CAST FRAME CAST OPr= 1 LID CAST SOU I) LID NCRcS: APPF?Dt•ED kAr:!;-:A.^,i!,=eiSR'S PR`.)aU•".T M�IE�C� F13 _�:1� =ti==i't. PAVE] AREAS �SCUn.IC: EAST oRDAN!d-.EX-=�.-s.'-.'-^ii:"+'.-.:T.F£C,0 iC:Kn PAVE] AREAS' TEN LID EA3Ta PiDkti!GED. ER-R.':;F:.i'Y Uti- -==E '-.'.�"M1 ate- •!SNP&VED A:IAS �.I ID LID:: EAS-.;C o&k :3�. !.Y CI-f �:•'!-. -`FF-s L^CD`�Z -! N PhVED ADEZIK _. SANITATY FR: MES ANO CGVE�S FJR9 ANI+CLF5 E:'t�'�C "-. a3 !:C.:�=L-L'i A-�E?.c A!w-: Tt n-- =EEVA-1CN BELOW FLWC 0. AL-5NNI-�.y L�544..5' GA51L--t7C tvIiHC:.�h.E�.iE�=Arc'y^F:5 .. F - =G'-"T=R' _ a._'?;C -•a ,i.-^-E iT. wti.. :Y.C='EaC'er:li-N 1�^F TIT- T I. s-.I:C L:.s G'. VIL;,AC OtvNE:. S. ....J Ec'Fv•�-' YjC.S '-L � Fµ, HI-, C .u_.. Cu '� .!stiA:'FR.Sx�TAr�'-STC•1r,1; CeST INTO THE ,IC. _. or+tn =ICS .4'�•S' kl'vx' THC iYti L'`'--' -0. 1F tiO Yd-u-'�. �,i-£t-S -� �Va.-,1=v;i-YS' Crv5' I•TM• -� L- -. Village of Mount Prospect Public Works Department 1700 W. Central Rd. FRAMES AND LIDS Last Revised: 8-09 HIE,&.-.}iP,c- r. '.Ceta ..Vim.—St..darm:,RAMES AND L' DS.dwc NOTE 8 i 1 NOTE 4 O 2q0' - ECCE[tiTF[SC L��-°i-F � SECT;U�N- J '• a d8"iiSN. 7 '. a� 5" 4dALL 7ii[CY,TgESG i - PRE -CAS'.•' VAU-T GC-+;Gr�ETc S�--- KS FOR SUP P,RT CA II B" WATERMA€N & SMALLER ?tC]TES; 1. VA- VRS 8" ANC SMA- �E:R SHALL BE MUSLLER RESILIENT WEDGE VALVES- 9A-2380•2A. STEW CIATE VALVES CQ,4FQRM INC, TQ1 AW%VA C-500. YA LVES SHAi-L QPEN COUNFIERCLQCKLYISiE- t. PRECAST SECTIONS SHA! L BS b€N1='J WITH TOW3L-- L AN' GRQQVE.?Q':NTS SEALED W,..T� uASTE� TYPE FrITLCMl3..>L'ti!5 JQINT':NG CQMPQiN-D. a. F'RECA5T CONCRETE BARREL 5ECTIQN- ASTM G473 AND AS-, M C-4aL3. ti. PRECAST GQN''GRETE RING CQNSTRJ, •TIQN A,57M C-47&fig'= AAArSTMEr'T Tp !2' MAX.'-L? �FA, j I I,' -- THE 9d1 ti.'-h- F:EEFvE4 Tv ACH:EL'E; THE DESIRE-D ELEVATIC-N - 3 RINGS MAXI .L]M. R13BBE:R M01SE RI?:GS S•`IAi=_ EE Q5E IN A, 7RA>F',ri-' AREAS. R:FE: OPEN':NM TO BE CAST Ik'Tb riAL=_. S. ALL VAULTS ARE TO RAVE CONES INSTALLED SO THAT CENTER OF COVER :S DIRECT. D,Y .AR,'VE iFL4'E 0>E.RFT•0F{. 7. 1' MUELLER H-15GG0 CORFOFIATi7N STOP MUST BE TAPPED 4':RECTLY INTO MAIN AT EACif VALVE VR N-TI TWO TA Si4Y BE FILQUIRED AT THE DIRETION OF YHE V€LLAGEI. E. APPRCVE� MRNUIFACTt R]=P'S PRDnUCT NOMSERS>OR FRAMES AND =IDS: - PAVEt7 AREAS: EA57 UORORN 1050. EXTRA HEAVY DUIY--Y PE R SOLIL� COVER - NON-PAVEC A1REA5: EAST JORDAN 70_50. lfE D.'-UM DUF -- TYPE R SOLIC COVER Village of Mount Prospect Public Works Department 1700 W. Central lid. GATE VALVE RETAIL Last Revised: "9 H.En9�xen:+c.Re�rE>re•7e�-'{':�:r��s+a�-'a�:�.TE ve�i'E E£Te+.'.�.cw� 1 i10TE & � 1'•0" I z �E � ? CCENTFi=C CON_ SIECTION On l a{ l FF.E:-CAST VAULT o SEC-T;0.4 I k O 4" CA-11 10" WATERMAIN & LARGER NOTES: � .. I•ALVEB +D'Ah7 LARGER STALL 8E €]uCTIL_ !fiCN B0.0Y, Ru82BR SEATEO,TIGH- CL0.5L'Si_ 6uTTc vim_'- vA.L- � � �i+AG . :- C ]SiYA C-504- VALVES SHALL BE LASS ?5013 AND SHALL OPE4 COL14TERCLOCKWISE AND BE OPERATED Sy A =xY,.':� �;2: SY Ui --'- 5 SHA,L BE F;L NGEO JONTS. VALVES STALL BE PRATT-GRCvNOH UJT TFFtFLV. MUELLER ='-MESEAL 4=-B V ='.: R APFF�-2ED EQ4-KK. 2. ;' M. 'ELLER H-15000 CORPORAT;ON STCP MUTE BE TAPPED DIRECT LY:RTO MAIN AT EACH VALVE'=AULT ;TW.r,--AF- F_?Y =5 REG_4R_D AT `HE xRECTICN OF :HE VI_LAOD.. y. PRECF 5T 5EG7 QW; FG 5E JCI.NuDj y --N TONLCUZ� AND GRGOVE JC NI'5 SEALED WITH VAS":C 1'YFE SIl't.99.•lE�. PRECAST BARREL SsCTION ASTER C-478 AND AS'M C-443. S. PRECASTCP-NCRETE 92W, 00r.S71 L'CTIO-N RSTL} C.a:SoaT ACUCS-;mEhr'ro 12' MAXImi-im. USII T! q:ls;'.ni +d HEEL'EE: TC rAG11Z-+E CEBIRE- «EVA. Dh 3 . NGS AIAX A f.].:i CF f¢OISc Ir:GS 51-I.Y: BE USc� h R� =RP.F-G AREAS O L:f:Ci s 6. ALL VAP.TS AAA To HAV`c CONE., LNSTALLEO 5o `Mxf CANTER of COVHR Ig CIREcTLY OVER OPE %A-.aE.�C 7. P-PE. OPENING-1 TO SE CAST --NTO WAIL, a. APPR]VED.VArrUWACTL-RER S PROOUCT NUABEFS=OR FRAMES AND :' -CS: - PAVED AREAS!SOLIO LID): EAST JORDR-N'£60. EXTRA HEAVY Dl3':+'- TYPE A SCt;D COVER Npr:PAVED AREAS (SOL;p L.OI: EA57YIRDAN i05e. MEDIUM DUTY. TYPE A SOLID COVER Village of Mount Prospect Public Works Department 1700 W. Central Rd. BUTTERFLY VALVE DETAIL Last Revised: 8-09 H:•:Encsweri a��rE �ezils•.V=1 �_c- 5�•'rERP;_r tirL.2 (I] z Z oF- rL � U �L•L1LU L.L CIO — LU LU J w LU LU l^ i LJ U) Z 0 J Q a z LU w L0 N (V IMEG Project No: 24006636.00 File Name: CaVER-N OTES-DETrt.l_S.J rig ® COPYRIGHT 2n25 ALL RIGHTS RESERVED Field Book No:#### Drawn By: VJCU Checked By: HMD Date: 02/04/2025 35 Sheet 35 of 38 t' ROUNDWAY FOR WATER CONTROL CURING PRESSURE TEST AND NOTE 7 CHLORIN1AT.lON SRFe1YE.1NG 2' OF :"COPPER FOR SAMPLING � S i 1 ' 2' l 0FVALL TFi€CKNESS ECCENTRIC CONE SECTION TAPPING VALVE M- UELLE WEPGE1 9) "' s BEAT GATE VALVE.'YPE A-23_4.19, rr 6a` MIN, OR APPROVED EQUAEl e a PRE -CAST VAOLT € TAPPiNu SLEEVE i ALL S AENLESS STEED l i c WATERMANti 4" CA-F 1 CONCRETE &LOCKS FOR NOTES- SUPPORT ;;IaOEn VALVE t. PRECAST SECTIONS TO 6E JOINED WCTE? TONGUE AND GROOVE.�pINTS SEACEQ WITH VA FT:G TYFE u'.TCU.,�-Nz% 'S GCo19RC71N7. a- PRECAST $As RE-_ GEOTION ASTM G i7S AND. ASTM 1 PRECAST CONCRETE RING CONSTRUCTION ASTM C a78-E�T AC°1USTME:RT TO 12" MAX€WUAI. i1SIXO Ti;t €sEEE`D TO ACHIEVE THE 3ESIRED ELEVAT-0N -2 R NGS MAXiNHJ'M. RUBBER NCdSE RENGS SHALL 8E L��ED IN ALL TRA=FIG A_REt6. 4- PtPE QPEN-NuS TQ i3E CAST':NTC WALL. S. ALL VAULTS ARE TO HAVE CONES INSTP�tED SO THAT CENTER OF EVER IS 71R?=CTEY OVER CPEFcATI4: N\-,T . S. 9" MUEL,;,ER N-S SOW CORPORAT41N STOP ,FLARE TYPE ONLY) 70 9E TAPPED D€RFCTLK iNTO AI-Pli R�A. C:�Lk€>sAI;UN Sa3:Fg,ES. 7. ALE SAMPU NG PART'S ?la.15T 6E NP'A- 8. APPROVED MAN::FACTL'RERS F90M-tCT NUMBERS FOR FRAMES AND LIDS: - PAVED AREAS: EAST JORDAN tC53. EXTRA kEAVY tUt, 3TY. TYPE A S^UD COVER. - NON -PAVED AREAS: EAST—~AOAe,1050- DUTY, TYPE A Sol -0 COVER Village of Mount Prospect PubEEG Workr, Depastnw¢ t I= W Ce bmr Rd PRESSURE TAP DETAIL Scale: None Cast Revised: 8.1I H•.EngineeylR¢�rer��¢glvill5rtya^tlStiPRE35L`RE TAP aE-R4L l iEirw a� aWP L3aT tek_: SS SYrfi�a�r Tye .Pc�c�LAY � �i � STREE`•� �i 1 rf i I y ' 1 � cx I. I 3-�• 2�s ;s-ia• Ia row LLVE 1� .�� TGEE TC NEV x� a�aGr aTPN.a & VEEX E3ifPi'4TiT* Paid D ,D ��. W ' M:NikVN RiGV3RiL $EPAR4"IGk M.N. SEVARA"Cali I - �RITII/ ROOT Z E Village of Mount Prospect Publtc WGrks Department 1700 W Central Rd TREE PROTECTION DETAIL Scale: None Last RieYYsed! 4-12 KA=E gins.F�4eFxanoa'.Oeta%iVillape5:anda-&iZi EE PRCTECTIG:r' DETAILAd "WATER" ON' lD—\ /-FINAL GRADE TYPE K COPPER 10MIN- MIN. Z" I-D, WI FLARED CONNECTION PROVIDE ADEQUATE_ x SEE NOTES # 2, 5, 6 FROST f EXPANSION LOOP t CORPORATION STOP 1 MUELLER H3--:5©OO SERIES LOW LEAD SEE MOTE # 5 l . SUPPORT 6-16, MLIE:LLER DOUBLE STRAP BRASS Sr:RVICE SADDLE. LOW LEAD Ht-16000SERIES NOTES: 1, ALL BRASS FITTINGS, SUCH AS TAILPIECES, VALVES, CORPS. FLANGES, STRAINERS. SHALL BE NO LEAD, LOW -LEAD OR ENVIRMRASS CONFORMING TO 2014 EPA REQUIREMENTS SHALL BE CLEARLY LABELED OR MARKED. 2- A MINIMUM OF tO' SEPARATION MUST BE MAINTAINED BETWEEN THE NEW WATER SERVICE AND THE EXISTING SANITARY SERVICE. AND 2' SEPARATION BETWEEN THE NEW TAP AND ANY EXISTING T APB ON THE MAIN (INCLUDING ANY ABANDONED TAPS)- 3- THE NEW B-BOX MUST BE CENTERED IN THE PARKWAY, AND MUST BE AT LEAST Z PROM ANY SIDEWALK, DR€VEWAY, CURB OR HYDRANT. 4- THE NEW WATER SERVICE SHALL BE AUGERED UNDER THE STREET PAVEMENT AS NECESSARY, NO OPEN CUTS ACROSS 7HE STREET SHALL BE PERMITTED. S. CURB STOPS AND S-BOXES SHALL BE REQU€RED FOR ALL WATER SERVICES TWO INCHES (2-) IN D METER OR SMALLER- 6. 1'h" - 2'MUELLER MARK €I ORISEAL H-15154 LL CURBSTOP (FLARED TYPE ONLY) WITH H-10304 H a -BOX. 7- ANY SIZE WATER SERVICE IN PAVED AREAS SHALL HAVE A SADDLE TYPE MUELLER H-10336 WITH A H-IM4 LL FOOT PIECE FOR 1 Vz' SERVICE OR H-10395 LL FOOT PIECE FOR 2" SERV€CE, 8. MINIMUM I FOOT OF COMPACTED CLAY OVER TOP OF COPPER PIPE. 9. CONTRACTOR SHALL PERFORM ALL PRESSURE TAPS LIVE. FINAL GRADE NEW B-BOX PAID SEPARATELY EXISTING FOUNDATION WALL a• ABANDON 1" LEAD SERVICE IN PLACE CORE THROUGH FOUNDATION .a% NEW METER CONNECTION NEW TYPE K COPPER I' MIN- SEE DETAIL LEAD SERVICE REPLACEMENT N.T.S. PROPOSED SOLID GROUND WIRE COPPER #4 PROPOSED TEE POINTED REMOVE AND REINSTALL NEW 1' DOWNWARD WITH FULL PORT METER PROVIDED BY VILLAGE BALL VALVE PROPOSED DIETER PROPOSED FULL PORT BALL VALVE COUPLING FITTINGS AS NEEDED PROPOSED FULL PORT l ` TO CONNECT EXISTING BALL VALVE WATER SERVICE LINE PROPOSED GCLAMP� 1 PROPOSED TYPE "K"_//1J RECONNECT AND/OR NEW METER CONNECTION REPLACE 18-GAUGE COPPER SERVICE N.T.S. 3-W1RE REMOTE LINE 1" FROM TRACKING WIRE VILLAGE MAIN PARTIAL LEAD SERVICE REPLACEMENT FROM B-BOX TO HOME 1. LICENSED PLUMBER REQUIRED FOR WORK IMTHIN RESIDENCE, 2. CONTRACTOR TO RESTORE DISTURBED LAPIN. 3. LANDSCAPING {TREES, BUSHES EM) REPLACED BY OTHERS. NEAR CONNECTION FAR CONNECTION EXISTING WATER / l /\X MAIN TO BE EXISTING / SERVICE WATER LINE ABANDONED \ \\ NEW + \ EXISTING CURB STOP CURB STOP / NEW ARCH TYPE \\ f COMPRESSION SERVICE BOX PROPOSED TYPE "K" COPPER WATER COUPLING SERVICE LINE. MATCH EXISTING WATER + \� PROPOSED SERVICE SIZE. MINIMUM PIPE SIZE OF 1". / SERVICE PRESSURE TAP, SADDLE AND \\/� �\ \\\� SERVICE CORPORATION STOP (TYPICAL EACH SIDE) PROPOSED TAPPING SADDLE SHALL BE BE MUELLER WATER MAIN DOUBLE STRAP BRASS SERVICE SADDLE, LOW LEAD H-15DOO SERIES NOTE: TAPPING SADDLE IS NOT REQUIRED FOR 1" SERVICES * CONNECTIONS BEYOND B-BOX MAY VARY IN SIZE. ADDITIONAL COMPENSATION WILL NOT BE PROVIDED- * SERVICE LINES MUST BE DIRECTIONAL BORED. TYPE "K" COPPER WATER LINE. MATCH EXISTING WATER SIZE. MINIMUM PIPE SIZE OF 1", WATER SERVICE LINE CONNECTION DETAIL N.l.s HOT -MIX ASPHALT SURFACE COURSE. MIX "D'. N50 3' PAID BY HMA SURFACE COURSE 9" P.C-C. PAVEMENT (IDOT CLASS PV CONCRETE) SAWCUT TYP EXISTING * t;'- y,H r:s.:g.. i?'••^ ..s:s; ;�.�' F3ss `"r. 'k EXISTING ROADWAY {- -.M, �.i"�. � ROADWAY FORT— TRENCH BACKFlLL MATCH EXISTING PAVEMENT SECTION * TIE INTO EXISTING PAVEMENT WITH EPDXY COATED REBAR (#5) DRILLED AND ANCHORED EVERY 3D" ALONG ENTIRE PERIMETER OF THE PATCH CONCRETE PATCH, CLASS B. N.T.S. HOT -MIX ASPHALT SURFACE COURSE, MIX -D', N70 3' SAWCUT HOT -MIX ASPHALT BINDER COURSE, TYP IL-19, N70 6" EXISTING IN, EXISTING ROADWAY ROADWAY TRENCH BACKFILL MATCH EXISTING PAVEMENT SECTION PAVEMENT PATCH, CLASS D. N.T.S. (n z Z CL oCL 0 1 0 W O'_ ❑ vJ I— w LU J w LU w U) Z � J Q a Z LU LU ❑ Liz CV C) iV IMEG Project No: 24006636.00 File Name: COVER -N OTES-D ET,I l_S d rig Field Book No:#### Drawn By: VVCLI Checked By: HMD Date: 02/04/2025 36 Sheet 36 of 38 meads 30 mph ]CRY (5D k-li) or I- VV2 C- 1 (D }48 Or W5-2[0"S <* VV2 1 nT,�- T. 05 Type o, TyDe 11 Cl) Cl 4 b. bad- 0 0 0 0 0 0 0 G G e 0 0 0 0 => C 0 1; Type I or Type 5e5 N P r C� F TyOe.� L�I­Ruad�04 • ........... . . .................. . ....... .. . . ............... ...................... ...................... .... ................... . ..... Type P �38`MAaa I �iT R' ae+o0. liols ad VV2-�_5 21' Ro), 41� V, i(() vv1-3F(O"z 0.smcM6l sp**da wa.,o GENERAL NOTES This Sis,,daM is­1 hers: �t aryl:-, day nig-4, any vsfiic�_-_ equipsI, workers � ��­ (D Refer to SiON &PACJN0 s:nanoadl orn theDavernert veculqng TABt�- �or -JiSW�. n� OSSvrs of nrixe k��an or� uafflia lane In. an area. 02 Rewired for Speeds > 40 mpti- cskul.� L as fQlb- S'GN A 4NG UOe f>agger sign. any when 9apgK is ................... ................... H SPFE�LEM-T EQ13� C 4 - For apprmed sideroad ck­ ms- .45 2LUMN 40 rnph (713 kV--)' W'3_1p�_�24 5 Cones a,, 25'(S .) oa,nWs for 25D'xass %vs= L= w.). AC�dil�o�l Oones may be Dla�d at SO� (4� mo (aG _ C MQ �_ t�*. W-J� drums or greater L=(W)(31 L=O.f15(w)(S) SYMBO Type I Or Type, d harf-d- a,m used, H,e irderal bet- devices -y Amory boa?( be doistled . vv = VvidEl *fOlfw feet C-e, dolma —de 9) Cones, dwm or tarricades at S,90 or: portau.- a - A ,en: SYtT�L 2V (6 M, cenws in wer_ 5 = No t pus�nsd speed 0�e Repeat every I mi!e (!.B km). W-k a- A:, dzr­si­ are m i-hes (nn-linnet­) Barricade or 6n -mas.% Type J'l b—,;,- v__ Ohm. -3.pasI.-nk os T­�­ 0 Flaggc: with �nt"_ sv, A z T Or W21-1,1111 SYMBOLS Flaggs�. TURN BAY ENTRANCIE A.T.-START 0 F LANE GLO.S.VRE TAPER NOTES� 1S - STLORAG� _-�GT� OFTPE Tv-N �N- iA 2r, �n. z;. VSk F�Vk­ . ......... ............... . ............. 1 6: WHEN ".-:5 s 5HE STORAGE EN5­rH OF 7HE T-JaN �N E L� CO.� TJ�E :JRti THE �sl CL&SJR.E. USE FS2URI 1. i VSAA,EESt RO_ FOR 3n3R.Ca0E5 OR � kC.2 F R CINO WRING Da,' C= A7,DNS. CDNES SF: L of A MNIM: H ;F 28,710� zlc W­ N�T GL RE"-R�Z, CN I-R:CADES Oa �RU.� F�DnY �,CHrS �­ 9- 4. R­: C7!4E I E M. -RARI wAWNOS 5Hh.L SE rs-;. ED TIE Gn�DO -:!G BAR&!C�]ED AR[ 5 01 L Cl, BkT A' Sd_�-A ­tERe -1 l,n C- 0S,R_- -Mj. GREATER -1 I-N aA%S. n n -IC 15 SE TIJIS ��',!CA. -u ALS� AFK!E.� WHEN ��DR� ]rcG KR_vP-­Z, W I I-E N It' u4.NF'St AN,' -I-E �*Itl IRN �­ "s I OIsN. _.NO- R TWA _Nzo,w7�N -c R", I]=. 14 2a v At: TR:,VFIC � -P�t 7. TI.E S.G15 5k�L ?t PICiIN71C -EOVE ­Ti 01 SCPAR­-_ S*t,' �-JO�. I TAT MEET NC�PP --5V OR M&S� FIGURE 1 . . . . . ............................. s. TRA­c CC.­ot ­D PRO7ec-Io- AT RE— TV TRAFFIC' 51L EE MC�U-GED IN THE CCST Q- 1PK',F-EV TRgvF;C COt.'T;Q- ST_-NDAAO5 OR '-EMS. TURN BAY ENTRANCE WITHIN A. -LANE CLOSURE ".LEFT j TURN i k;-q FIGURE 2 . . . .................. .... QUM L A MULTILANE, 2W WITH MOUNTABLE MEDIAN STANDARD 701611-01 .... ........ STATE OF LUNDIS TRAI;[C CWMDL AND PS�QN Af TWM DEPARTMENT OF TRANSPEMTATION fWL REKI%IhE OFEIE TO TPAfflr) . ........ .............. BA" ................................................. ........................ . . ............. _RAc_ 11,0. TC CON- IN ISO AMU- _'I�,Hl Ox G � AE�R _5� vN EACH. SEE N-Dye 0 7,a 1 w T,,pe 11 b. ------------- - ------ A SEC'm -01. Refer TABLE for distances. q, ReqeArad for speeds I -IQ mph, -03: use 1',a��ger sign orv.y -Iiei, lGgger is GENERAL NOTES T1w­9ia,,dwd is u d -4!ers, at arLy tirra, day a sir. -taws sn�nt �n the pay­m �u�lrg me o:`a e Er2ais late in a, CalcuKam - as fuK­ SPEED L'MIT NOTES: 3. CDG ROAD WI- A 9PE60 OP -e t�v klL•; C-F t�55 �S DRAWIMC, �>C AS U� -�F. E.�VOFR. s1Q'JN_ED J� 17 A­FC-x',NpTELY ZOO �'�e M' 11 <­� Cr 7_1E m.­ b) 7NE C'D5E0 FVR-ON 'DI 7HE!_­- nQ`J`E SHAI ­:�.�T­OD E� IV— ­E ­ ­E 31� BIRR]K�� C9055 5EC71ON OF ­_ Ct05ET! PORTION. 5 :5 -EH� ON S*F ROAD OR ORIVRyAl. OZRK-Io�!_ 'H-k ?E CQVIE N­ CA _NCvtID 3-G.%'5 ARE �. _E 5� 1C2F!EQ IN -�E �_A�5 OR EY THE 40 C-e5 a- z5' (6 ce,n*rO for �5P' (75 cones rrey ZIe placed m) � ts�. vy. I N, o,• Type I x Type d bafftOaGes � used- ]he i ­r­1 bet-, d-,- -ay be doubled.�I_A.SIER C5• Cones- dmn­_ or t�atca:des et 2)'(6 r, centers ir caner" "T, IONS 49 mph (713 u-01) C,- ;ew. 45 mph oc-� k-Al] w 0' .1 feet Fqetere). S� N.-Lp.5Ld.ped h (kj"-) ALI dimensions are _n ir,ches (rnumm cssl w1,.e__Ee [URBAN SINGLE LANE CLOSURE _Dc P�D WI-H a SPEED L M 7 C� E AT E R N 4 0 M�. AS SROtiWi ON 7�� O�WINC AND AS DIRECTGJ SY ON-- -.�v �_ r�s I sate _d . a2 MOV-1-rell 1=;_ APPKOX!-ArEL1 �Q�' O� PAIN F.tiIz 7HE ZID5E0 POR'-DN OF CADS F5H-AHU K`0_E` ]­� ­E IU SARRIS2Q 'E EnOE= =eC7 THE __'_�'ED POT.GN. 3. -ONES ruy BE Sua= L7SD -OR SA9NCA- DES OR F -; L SFAC_It.� DR_�;NC- 2: Y OPERAT],ONS. CONES SHAU 2- 3k HE I G., -PE VOS RC.:O .2S GOT Y:22r, 7,= aElft,-;sr�, `,p "'mc, A,b -- �Q,A �Q­_ E ie­­ A_�. �1� L SO G5t P UcJ E= H�, EE* A-. QU�_ 4z _�R __�Fsll� C�INTROL AND `P07ECTeON FOR SIOT RO��. - SS ',N -HE K CON`rRo� STAN E� -PAF[, DAADS OR 1-1-15 Rer2nred :Endud. M-EJ MULTILANE, 2W WITH Sheet 2 lonm Higl,..ay SlarsJGM- 1-1-14 sigi, Feewish ��,n mUTM. MOUNTABLE MEDIAN --------------------------------------- STANDARD 701606-10 ............................... .... ............................................. STATE OF E.E.INGIS TWK Ci�[XTRIkL AAW PRDTIECTIaN FOR _ ---- ---- � : ­!", SIDE RWS� INTERSEULONS� AM 1��AYS DEPARTMENT OF TRANSPEMTATION .............. . . t..." ................................................. ........................ . .. . ........... t W-V CIO F— z Lu 2 Lu 0 F-: F- I� (-) LLI 0- Lu Lu cL 2CIO U) 0 10� _J < 0- z Lu Lu 0 V) C\1 C:) (N IMEG Project No: 24006636.00 File Name: COVER-NOTES-DETN_SJv?9 Field Book No:#### Drawn By: VqCU Checked By: HVID Date: 02/04/2025 37 Sheet 37 of 38 ,.yLl N1 gigW ti•A cc azi ... R!'V• DAYTIME U c^'C � i•[- � ..rY :Y. =...- -•- DAY OR N18HT11A4E USE C3=:C? CONES TUBULAR BARKER O � �D VERTICAL PANEL DRUM : a _ r9v �O7 . fGv IOP j 2. LZ - Al All a - 101 :`. 5•.. :6M Y Y ' C G. 1 \ ti TYPE I BARRICADE TYPE R BARRtCADI_ TYPE III BARRICADE zs MRECTIQN INDICATOR BARRICADE VERTICAL BARRICADE '` a GENERAL NOTES Tw­k._- i � nw- tJ c � ;-1-:y i TRAFFIC CONTROL ...F .:.:.:....._ :• ..�::..�............ .1...'....:.:......:.....:................ ...... .......... _ - . `_-c va- 3SC' DEVICES _.__ --- w-_:---- -- -- DETECTABLE PEDESTR1AAi C HELIZiNG B€1RR[CAIIE s�F � . _ �, �-a::� STANDARD 701901-08 E • ' -RAF Ft[ '� �e r i=cc R::.=.o Rcis�.ra�ized Ct4D1E1- 70 A_ ='rici�F -^ e+a:'zcir as3Hi :..-, = warm= < _. -. _.. �:.. -3Ck SiC^ �;ry r-ay CZC^ an TWMAPPLICATIOM DE _.......... TYPE III BARRICADES CLVSM A RW POST MOUNTED SIGNS - h ::d= - � R-=crc --------------- MAX WIDTH 3 � 3 ti .,. t�; FILES AHEAD "DTH RESTRIOON $IGN 7,2�OFs6­ -. C Fac; Fe sere: a S T Ri. I-r .c 0 SLOW. . ........ .. .................... ............ . isi3y i`�?�.iy` i ..=ROtiT SIO= REVERSE SitE .cr-..rni -i..-..... . Y nRK LIMITSIGNING SPED _MT k2_-35:2 xx LPii-`J�J R7�-�;Onp-36s3 -, E±r'FOR�E6 R2-t1Ccp-3Gi8 a _ s. .._,rec u• L._.- ce Ore. a.....-_. END sP�E❑ �Ir,��r i� HIGH RY�GCNSSTRR N TRAFFIC CONTROL DEVICES _ Zo STANDARD 701901-08 (n z Z o� �Lu L.L v) F- Z Lu 2 Lu J I� ~(_} w 0- Lu w Z � J Q a z H w w Q �n N 0 N IMEG Project No: 24006636.00 File Name: CDVERA0TES-0ETrI _S.J1•+g Field Book No:#### Drawn By: WCU Checked By: HMD Date: 02/04/2025 33 Sheet 38 of 38 ........ .. .. .. ........ ........... ADDENDUM # 1 DATE: 02/19/2025 PROJECT: Mount Prospect 2025 Water System Improvements IMEG #24006636.00 BID DUE DATE: 02/24/2025 ARCHITECT: IMEG Consultants Corp. 263 Shuman Boulevard, Suite 550 Naperville IL, 60540 Phone: 630.527.2320 TO: All Contract Document Holders of Record. This Addendum forms a part of the bidding and construction documents. This Addendum supersedes and supplements all portions of the original bidding and construction documents dated [Insert Date] with which it conflicts. Please attach this Addendum to the Project Manual(s) in your possession. ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED ON THE BID FORM. FAILURE TO DO SO MAY SUBJECT BIDDER TO DISQUALIFICATION. A. QUESTIONS AND ANSWERS Who is responsible for providing the CCDD LPC-6621 LPC-663 for the project? Will the Village be providing or is it the contractors responsibility to have certified? a. LPC-66.3 information has been obtained and will be provided to the awarded contractor. 2. Are there any soil reports 1 soil borings available for the contractor to review? a. Pavement core information is available on Demandstar. 3. Will PVC-C900 be acceptable for the 16" & 24" Casing Pipe in trench? a. C900 is acceptable for any necessary casing pipe. 4. What is involved with the 2" metered service? a. The 2 " metered service will intercept and existing irrigation service line in the street along the new water main. Service will need a new vault, and existing meter is anticipated to be reused. Mount Prospect 2025 Water System Improvements IMEG #24006636.00 Addendum # 1 Page 1 of 2 5. How long are the sanitary service replacements? a. Any clay sanitary services undermined during construction will be replaced with PVC within the limits of the trench. G. In regards to restoration, please confirm that the following is not required and will be done by others; Sidewalk replacement (envision we will disturb for water service work, connections, fire hydrant installation, etc.) Curb Replacement (envision we will disturb for water service work, connections, fire hydrant installation, etc.) Pavement Patching; Typically the contractor will only be responsible for removals and placement of temporary pavement (3" processed grindings) except for certain areas reflective of the small quantities included in the bid. a. All concrete and apron restoration will be completed by others. Removal is incidental to water main installation. b. Pavement restoration will be completed by others except, for those areas shown on the plans and included in the bid form. The water main contractor is to back - .fill the water main trench with CA-6 to within 3 " of 'the existing roadway surface and cap with 3 " of processed grindings. 7. Will the contractor be required to provide a plumber for the public side water service work? Making the tap, installation of the core, making the final connection 1 installation of the curb stop at the property line. a. A plumber is not required for exterior water service work. A licensed plumber is only required, f or interior work during lead service replacements. 8. Can the contractor work on multiple streets 1 locations at one time? a. Yes, the contractor may work on multiple streets at one time. Prior notification shall be given to the village and engineer prior to introducing additional crews. B. BID QUANTITIES 1. Adjusted bid quantity for Trench Backtill, Special within Base Bid, Alternate 1 and Alternate 2. END OF ADDENDUM #1 [WCU] G:12024124006636.00'SidPhc-ise`AddendaSupportDocs\Add 1 - Questions and Answers.doex [Enclosure] Mount Prospect 2025 Water System Improvements IMEG #24006636.00 Addendum # 1 Page 2 of 2 BID SHEET 2025 Water Main Irnarovements Project UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per unit. COMPLETE TABLE AS INDICATED ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL BASE BID (ROBERT, CAN -DATA, PINE, LOUIS, ALBERT) 1 TRENCH BACKFILL, SPECIAL C.Y. 11500 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) - 3" S.Y. 11566 3 PAVEMENT PATCHING, CLASS B, 9" S.Y. 160 4 PAVEMENT PATCHING, CLASS D, 5" S.Y. 56 5 HMA PAVEMENT REMOVAL (COLD MILLING), 3" S.Y. 247 6 HMA SURFACE COURSE, MIX D, N70 TON 79 7 BITUMINOUS MATERIALS (TACK COAT) LBS 209 8 STORM SEWER, WATER MAIN CLASS - 6" PVC L.F. 54 9 STORM SEINER, WATER MAIN CLASS - 8" PVC L.F. 429 10 STORM SEWER, WATER MAIN CLASS - 10" PVC L.F. 80 11 STORM SEWER, WATER MAIN CLASS - 12" PVC L.F. 60 12 STORM SEWER, WATER MAIN CLASS - 18" PVC L.F. 20 13 STORM SEWER, WATER MAIN CLASS - 24" PVC L.F. 14 14 STORM SEWER, WATER MAIN CLASS - 36" PVC L.F. 20 15 SANITARY SEWER, WATER MAIN CLASS - 8" PVC L.F. 40 16 SANITARY SEWER, WATER MAIN CLASS - 12" PVC L.F. 60 17 SANITARY SEWER, WATER MAIN CLASS - 24" PVC L.F. 20 18 WATER MAIN - 4" D.I.P., CLASS 52 L.F. 26 19 WATER MAIN - 6" D.I.P., CLASS 52 L.F. 20 20 WATER MAIN - 8" D.I.P., CLASS 52 L.F. 10795 21 WATER MAIN - 10" D.I.P., CLASS 52 L.F. 179 22 WATER MAIN - 12" D.I.P., CLASS 52 L.F. 1776 23 WATER MAIN - 16" D.I.P., CLASS 52 L.F. 32 24 16" CASING PIPE IN TRENCH, SPECIAL L.F. 340 25 24" CASING PIPE IN TRENCH, SPECIAL L.F. 332 2025 Water Main Improvements 16 26 NON -PRESSURE CONNECTIONS, SPECIAL EACH 26 27 PRESSURE CONNECTIONS, SPECIAL EACH 2 28 GATE VALVES, 4", SPECIAL EACH 1 29 GATE VALVES, 8", SPECIAL EACH 31 36 BUTTERFLY VALVES, 1411, SPECIAL EACH 4 31 BUTTERFLY VALVES, 1211, SPECIAL EACH 5 32 AUXILIARY VALVE BOX EACH 1 33 VALVE VAULTS, 5' DIAMETER EACH 40 34 FIRE HYDRANT INSTALLATION, SPECIAL EACH 43 35 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 38 36 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 33 37 CAP AN❑ PLUG EXISTING WATER MAINS, SPECIAL EACH 17 38 TEE REMOVAL, SPECIAL EACH 7 39 TEE AND VALVE REMOVAL, SPECIAL EACH 2 46 WATER SERVICE CONNECTIONS, NEAR SIDE, 1 ", SPECIAL EACH 154 41 WATER SERVICE CONNECTIONS, FAR SI DE TRANSFER, 1 ", SPECIAL EACH 140 42 WATER SERVICE CONNECTIONS, FAR SIDE COMPLETE, 1 ", SPECIAL EACH 45 43 WATER SERVICE CONNECTIONS, NEAR SIDE, 1.5", SPECIAL EACH 8 44 WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1.511' SPECIAL EACH 7 45 LEAD SERVICE REPLACEMENT- B-BOX INTO RESIDENCE EACH 69 46 SANITARY SERVICE REPLACEMENT L.F. 464 47 STORM SEWER PROTECTION L.S. 1 48 TREE ROOT PRUNING EACH 69 49 LANDSCAPING S.Y. 3961 56 TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S. 1 TOTAL BASE BID 2025 Water Main Improvements 17 ADDITIVE ALTERNATE #1 (PROSPECT RD AND S. ALBERT STD 1 TRENCH BACKFILL, SPECIAL G.Y. 1600 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) - 3" S.Y. 1332 3 STORM SEWER, WATER MAIN CLASS - 121, PVC L.F. 20 4 WATER MAIN - 8" D.I.P., CLASS 52 L.F. 1555 5 16" CASING PIPE IN TRENCH, SPECIAL L.F. 100 6 NON -PRESSURE CONNECTIONS, SPECIAL EACH 7 7 GATE VALVES, 8", SPECIAL EACH 8 8 2" METERED SERVICE EACH 1 9 VALVE VAULTS, 5' DIAMETER EACH 9 10 FIRE HYDRANT INSTALLATION, SPECIAL EACH 5 11 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 5 12 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 6 13 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 7 14 TEE REMOVAL, SPECIAL EACH 1 15 WATER SERVICE CONNECTIONS, NEAR SIDE, 1 ", SPECIAL EACH 9 16 WATER SERVICE CONNECTIONS, FAR SI DE TRANSFER, 1 ", SPECIAL EACH 8 17 SANITARY SERVICE REPLACEMENT L.F. 16 18 STORM SEWER PROTECTION L.S. 1 19 TREE ROOT PRUNING EACH 3 20 LANDSCAPING S.Y. 237 21 TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S. 1 TOTAL ADDITIVE ALTERNATE 1 2025 Water Main Improvements 18 ADDITIVE ALTERNATE #2 (PALM DR) 1 TRENCH BACKFILL, SPECIAL G.Y. 1200 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) - 3" S.Y. 1112 3 STORM SEWER, WATER MAIN CLASS - 6" PVC L.F. 26 4 STORM SEINER, WATER MAIN CLASS - 8" PVC L.F. 16 5 WATER MAIN - 6" D.I.P., CLASS 52 L.F. 40 6 WATER MAIN - 8" D.I.P., CLASS 52 L.F. 1292 7 16" CASING PIPE IN TRENCH, SPECIAL L.F. 60 8 NON -PRESSURE CONNECTIONS, SPECIAL EACH 4 9 GATE VALVES, 8", SPECIAL EACH 5 10 VALVE VAULTS, 5' DIAMETER EACH 5 11 FIRE HYDRANT INSTALLATION, SPECIAL EACH 3 12 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 3 13 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 3 14 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 3 15 TEE REMOVAL, SPECIAL EACH 1 16 WATER SERVICE CONNECTIONS, NEAR SIDE, 1 ", SPECIAL EACH 14 17 WATER SERVICE CONNECTIONS, FAR SI DE TRANSFER, 1 ", SPECIAL EACH 12 18 SANITARY SERVICE REPLACEMENT L.F. 40 19 STORM SEWER PROTECTION L.S. 1 20 TREE ROOT PRUNING EACH 10 21 LANDSCAPING S.Y. 250 22 TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S. 1 TOTAL ADDITIVE ALTERNATE 2 GRAND TOTAL 2025 Water Main Improvements 19 ADDITIONAL REQUESTED UNIT PRICES PRICE PER EACH, WATER SERVICE CONNECTION, NEAR SIDE, 2" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, NEAR SIDE, 2.5" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2.5" SPECIAL *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1.25" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1.5" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 2" *PRICE PER L.F., WATER SERVICE PIPING, TYPE "L" COPPER PIPING 2025 Water Main Improvements 20 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, THAT WE Gerardi Sewer & Water Co. 1785 WArmit< ge Court A:ddi,-c,,; 11_60101 as Principal, hereinafter called the Principal, and Swiss Rft_g2[porate Solutions �.meria.Lnllsurance Co�pqation... '1200 L-sm e-No �1.01-5as21_.M4 a corporation duly organized under the laws of the State of MCA as Surety, hereinafter called the Surety, are held and firmly bound unto Villa(le of Mount Pros, ec 1700 West Central Road Moun 60056 as Obligee, hereinafter called the Obligee, in the sum of Ten Percent of Amount Bid Dollars ($ 10% 11 and ruly to be made, the said Principal and the said Surety, bind ourselves, our heirs, for the payment of which sum we firmly by these presents, executors, administrators, successors and assigns, jointly and severally, WHEREAS, the Principal has submitted a bid for 2025 Waf lter, Main lnllprovernentsr� I ................. "L .............. 4, `ncipal shall enter''Into a Contract with bid of the Pr ncipal and the Pri NOWTHEREFORE, if the Obligee shall accept the and give such bond or bonds as may be specifted in the bidding or: the Obligee in accordance with the. terms of such bid,. Contract, Documents with good and sufficient, surety for the faithful performance of' such Contract and for the prompt payment of labor and matenals furnished in the prosecution thereof, or in the event of the failure of the Plincipal to enter st��cti Contract and give such bond or bonds, if the Principal Shall pay to the Obligee the difference not. to exceed the penalty hereof between the a(110Unt specified In said bid and such larger amount, for -which the Obligee may 'in good faith contract with another, party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 46*W ..... m� 24th . . 11 0 . N I day of Februar2025 )y I � (Witness) (Mtn ess) -E—A- love 1NF Ar973 f V00 Gerardi (Seal) (Ti ff Frank Gerardi President e) Swiss Re Corporate Solutions America Insurance (.`,orporation .. . .. .......... . . ............. . ..... . (Surety) Attom ey-4 n­ F80 K I erly R. Holmes . . .... . .. ...... (Se,00 . . ......... .............. _­ . . ............. . .......... . ....... A 1A DOCI IMENT A31 1) 0 B 11) BON 1) 0 A I A 0 F FBR VA R Y" 1970 ED. 0 THE A N1 ER] CAN INSTITUTE OF ARCHITEC-7S, 1735 N-N.AVE., N.W., D.0 20W (. I -i a e) G-23208-13 SS. STATE OF 1111091.is COUNTY of Cook I, Ann Marie Waters Notary Public of Cook Count in the State of 111irL do hereby certify that Kimberly R. Holmesm...m Attorney -in -Fact, of the Swiss Re Cor orate Solutions America Insurance car aratian who is personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person, and acknowledged that he signed, sealed and delivered said instrument, for and on behalf of the Swiss Re Corporate Solutions America Insurance for the uses and purposes therein set forth. Given under my hand and notarial seal at ray office in the City of �Naperville in said county, this MAIMMAVAY44 24th day of February A.D_, 2025 fi 9 6 w ��emni o 0 jIP fin u pp �m� rn I i �a^umw•R..�::.�:.::.:: w�...............-ww.nnnnwrh Notary Public Ann Marie Waters My Commission expires., ulv 5, 2025 M�i.�ill'r.irff�Nii.lf�r,�ry��..fiYi>���^1f��y�iifM.li'�GiiIgiiiAui �rou�1' "^k/N" �I�ii�[piry Vh "fix11V' iiul��lY III�r�i �w4 I11�5 �r9�� Irn�1 �r�5�v„.� IVII11 Ft hh Ak Yk' hfM�'•��If� WIVIA��^VM41' "Wil�•' l� F# C IAL S FADE N MARIE- WATER LI'l'� ,v PUBLlc, STATE OF ILLINOIS EXPIRES 7/512025 �� •. �r.fN'r� �...�•r i..�''iu. �, i�M'�f��'n. iY'�ti"y:� Fflfii.�wnjlJVyHhu �5u��iJR '�MV"nYuttf•"��'ilyit�l' Nn.�nl^�h�•I�N�iM�r V�p��I�Si.N« ��ykF� HAki.Ni . SWISS RE CORPORATE SOLUTIONS W 0. "SR,CSAK',";v1) SWISS RE COJ�JIORATE SOLUTIONS AMF ' *WCA INSURANCFE COR, K)RATION ( SWISS RE CORPOR-ATE SOLUTIONS PR,1]',M1E,R 11 S1JRANC1-'.'C0RK)RA`r10N ("SWSPIC") GENERAL POWER OF ATTORNEY -ate f M�.ssou �, mid 0 $ r) 4ESE PRI",SIEN I'S 1,"HAJ'SRCSA1C, a corportation dul.y- organized and existing tinder laws of the St K,,N(,')W At.1 MEN BY "I'l, �as City, & 't I d Sj.,,tCSPjC,, a corporation organized and existing under the laws of the State of hav,ing its principal office in- the City of Kans - Mis,�wuri, an Mi,-ssouri and having its principal, office in the City of'Kanssw City, MJISOISIOUT'j., eacti. does, hereby make, constitute, and appoint', Kimberly R. Holmes Principal: Gerardi Sewcr & Water Co� e:� V* Obli eillage oM(!nint F'rospect W)nd DescHpfion: 2025 W�.tter Main fimprovements Project Dond Ntimbtr: Bid and Rond Amount: See Bond Form Its true and lawful to ntake, e.,x.eCO.te, sea) and defiverfor wid onits behaff and 'its act and decd, bonds- or Wherwritings .If of cacti ofsaid Compwics, as surety, on contracts ()Usurctyship as are or may be r(,,,,qu-1red Ot pemitted by obtigoton, in the nature ofa Ivnd on beha I sevded that no bond or dertakingy or contract or suretyship executed tinder this atahor-ity shall, exc"J the aw l, regii1ati, ion, cwi ontract or otherpro i un amountof- FMILDCAN (S50,000,000-00) DOLLARS.......... . ......... .. ............ .............................. . .. ..... ........ ................. . ........ ..........-. .......... .. ....... .. ....... . ....... ..... __ ............. . .......... .......... . . . . .. . .......... .­ ­­ .......... ___ This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the 9 of May 2012: "RESOLVED- that any two of the Presidentany Managing Director, any Senior Vice President, any Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby Is, authorized to execute a Power of Attorney qualifying the attorney named in the given Power of poration bonds, undertakings and all contracts of surety, and that each or any of therm hereby is authorized to Attorney to execute on behalf of the Cor attest to the execution of any such Power of Attorney and to attach therein die seal of the Corporation-. and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be 0 binding upon the Corporation when so affixedto any bond, undertaking or contract of surety to which it is attacheda" and in the future with regard os. P;RC,41�kWfoN Ry 001,01 SRCSPIC 40 P o R 0 SeniorVice President or sR(,s.kj(7 & senior vire. Pre_%id UM Janssens, 'Z: E A L 019-73 Ily 43', G er Ad J ag ro% ski, Fite P resid to i of S R CSAJ C & vi P resi d e n I o f SRCC iw their authorized d. and these presents to be signed by th i IN WITNESS WHEREOF. SRCSAIC and SRCSPIC have caused their official seals to be hereunto affixed, officers this JOTH day of— A ., 20 L2� Swiss Re Corporate Solutions America Insurance Corporation of Illinois SNIfiss lie Corporate Solutions Premier Insurance Corporation State ss County of Cook before mc, �a Notary Public persOnally appearedi JLLikjpg�j v,jcv. hv.s.-ident of SRCSA C On this .LOIH day of NOVEMBER ., 20 �22 who I>(', SPIC. personally kno�vn to, me, 1"!m President of'SKSAIC and Vicc NeSident Of S CS 111 C an d V and,Sknior Vice, President of'SR, - , icknowlcdged said ins j1ho-ve, Powvr of A uorri eys o ( afice j-s o, f and i gnIinent to t,)c the voluntary act. by ine. duly mv,()m, ack-nowledged that they signed 0W and deed ( their rvspectivv cointl3nies. OFFICtAL SI-EA1. C,HRIS-RNA MANISCO o(DTAAw, PUBM, STATE OF: kLmm D7 C4T"tr*X.*X,W E *400ft L *OOA%Iiyof�l �. ,ted #1 "' '_ and SR,CSPIC, (Jo hereby. certify that the above and foregoing -A 13&'MZW-,X (`f` SKSAIC the duly elec "Fi("', NO-tich is still in 1411 1"orce at-ld 0'reet, is a 1rue a�id correct copy of a [lower, M'Atlorrlc.� 9:iVt,,,3i by futid SR(SAI(* and SR(.,,4S 1411) ls� o q. - .... .... ... .... . ......... ftheCwnpaniesthis _.dav 0( . . . . .......... - .......... IN WI'FNESS WHEREOF, I have set nwy Jeffrey Goldberg, Senior' i e 1)resident & Assistant Secretary cif SSW'.'SA IC ai)d SRCSPIC Bid Request For 2025 Water Main Improvements OPTIONAL PRE -BID: THURSDAY, FEBRUARY 131", 2025 - 10:00 AM Local Time BID OPENING: MONDAY, FEBRUARY 24t"12025 - 1:00 PM Local Time Mount Prospect Public Works Department 1700 W. Central Road, Mount Prospect, Illinois 60056-2229 501191141901 Imam v Village of Mount Prospect Department of Public Works FROM: C�.24a� .�e.. 5 alcv � � — ......m.... �..... n e i n f� r � �� "�i d� � , , , ,������ .............. TO', Office of the Village Manager, 3d Floor 50 South Emerson Street Mount Prospect, Illinois 60056 (hereinafter called "Village" or "Village of Mount Prospect") ffid.ftr," 2925, 1!!�ter Proi The bidders have familiarized themselves with the work and probable work conditions required under this Bid affecting the cost of the work and with the Bid Documents which include: Notice to Bidders Table of Contents Instructions for Bidders General conditions and Special Provisions Specifications Bid Form Affidavit— Bid Certification Form Bid Security Bid Sheet — 2025 Water Main Improvements Contract Document Labor and Materials Payment Bond Form Performance Bond Form Therefore, the Bidder hereby proposes to furnish all supervision, technical personnel, labor, materials, tools appurtenances, equipment, and services (including all utility and transportation services) required to construct and complete the Work, all in accordance with the above listed documents. Bidder agrees to perform all of the Work and provide the equipment and materials described in the Bid Documents, as follows: Bidder has bid on all items and has provided a price for all items. The Bidder will complete and provide all labor, equipment, materials and mobilization (if applicable) to perform the Work as incidental to the fixed item price for each item proposed. In submitting this bid, the Bidder understands that the Village of Mount Prospect reserves 2025 Water Main Improvements 12 the right to add to or subtract from the estimated quantities. 2025 Water Main Improvements 13 The Village of Mount Prospect intends to award one (1) contract (if at all) for the items bid. If written notice of award of this bid is mailed, emailed or otherwise delivered to the Bidder at any time before this bid is withdrawn, the Bidder agrees to execute and deliver the contract in the prescribed form and furnish payment and performance bonds, or letter of credit, and the insurance certificates required by the Bid Documents to the Village within ten (10) days after receipt. The Bidder, and as successful bidder/Contractor upon award of the Contract understands and agrees to the following: 1) The Contractor agrees to provide all Work and items and material to the Village as noted in the Bid Documents and comply with the requirements of the Bid Documents. 2) The Contractor agrees to comply with all applicable state and federal laws, rules and regulations, and county and municipal ordinances, as described in the General Conditions. All Addenda pertaining to this project shall be acknowledged by the Bidder in the spaces provided below: Addendum Addendum .M.M.N� M Acknowledgement by Bidder or Date No. � ,,, Date ,_ µ_ _ wW Authorized Representative Acknowledged ........... .1.1 .......... ............... 1-1- . ............. . ........... . .. . . ............................. I.- . . .. ........... .......... . ....... .......... . . . ..... ..... . . .......... ........... . ................... ........... ........... . ...... J Failure to acknowledge receipt, as provided above, may be considered sufficient grounds for disqualification of the bidder and rejection of his/her bid submittal. A record of all Addenda and copies of same will be available to all qualified bidders from the Village of Mount Prospect Public Works Department, 1 700 West central Road, Mount Prospect, Illinois two (2) days prior to the letting. It shall be the bidder's responsibility to become fully advised of all Addenda prior to submitting its bird. Upon award the contract the Village will send Notice of Award to the successful bidder, the bidder must then execute the contract and provide the required bonds or letter of credit and certificate of insurance to the Village within ten (10) days. The Village will then issue a written Notice to Proceed which starts the performance period. The contractor shall reach substantial completion by FRIDAY SEPTEMBER 1,9, 2025 with final c2M,p ,,, Iefion b FRIDAY OCTOBER 24 2025. Substantial completion shall be defined as the completion of all work except for site restoration. Failure to complete the work in the designated time frame may result in the Director of Public Works withholding compensation due the contractor for failure to 2025 Water Main Improvements 14 complete the said work in the designated time frame, calling the bonds, or taking such other action as may be available. Security in the sum of ten (10%) percent of the amount bid in form of (check one)�. Bid Bond certified check ,--.Bank cashier's check is attached hereto in accordance With the "Instructions for Bidders". This Bid Submittal contains the following: 1) Bid Form 2) Affidavit —Bid Certification Form 3) Bid Security 4) Bid Sheet(s) — 2025 Water Main Improvements Respectfully submitted: Contact lnformation;, Official Address: ���Tv� C.-P "%;r Telephone: E m a, I, �a�U►��"�G- �n�p1+Gt.e SaC.�c�c�r��. J i� ONE (1) SIGNED COPY OF THIS BID FORM AND BID SHEETS ALONG WITH THE AFFIDAVIT —BID CERTIFCATION FORM, AND BID SECURITY SHALL BE SUBMITTED IN A SEALED MARKED ENVELOPE. 2025 'plater Main Improvements 15 202.� M...aj 11 .1 [In UNIT PRICES: For providing, performing, and completing all work, the sum of the products resulting from multiplying the number of acceptable units by price per unit. ,COMPLETE TABLE AS INDICATED ITEM No, ,.......... .... ............. ITEM DESCRIPTION UNIT . . .. . ....................... QUANTITY UNIT PRICE TOTAL BASE BID (ROBERT, CAN -ROTA, PINE, LOUIS, ALBERT 11 TRENCH BACKFILL, SPECIAL 11500�. Oa 2 ...................,.,.w.w,.a.� , ,, .w.,.,.,.,.,..... TEMPORARY PAVEMENT PATCH, (PROCESSED CRINDINIC ) - 3" „wu������.�.,.,.,� m�......M. " Y, � .�.,.����.w �M,,�,m,,,, 11500 M. �., � ,....... �, .. .0% .....mmmmmm m r,.w�r.w.uuuww,w.....�,.w..,.w.,a,............. � �5. wo . . ....... 3 . . ................. ........ . ...... .. . . ................................... .- . . . . . . . .................................................................... - .......... -'- .. . . ......... - .......... ---- . ....... PAVEMENT PATCHING, CLASS B, 914 --- .......... ............... S,Y, -- ................................ .. ........................................... 160 160800 ��� �vco's 4 PAVEMENT PATCHING, CLASS D, 5" S.Y'. 56 "I LA9 45a ZI I2, aO 5 . . . . ............................. . HMA PAVEMENT REMOVAL (COLD MILLING), 3e' . ............. -.1 . ........ ­11"..""'...-I.I.I.- &Y, .... . ... . ......... ............ 247 ............ �p, "Q �� to a44 6 HMA SURFACE COURSE, MIX D, N 70 TON 79 118 07, Z5 I`i, 7 BITUMINOUS MATERIALS (TACK COAT) LIDS 209 , �� -2 . o9 S STORM SEWER, WATER MAIN CLASS - 0"' PVC �.i"'wr. 54 �Qco Q. 9 .......... .. . ........ . . ..... .......... ............................... . . . ............................... . .... STORM SEWER, WATER MAIN CLASS - 8" PVC . . ..... . .. . . ....... . .. . ................. L... F, �nm.wwr.�.....�������ww�,������ 1-111,11,,.,.,.,.,.,.,.,. 429 ...-. . . .... too. oo ,,,,. Z5 74ca 0 ,.1.................. 10 w..�����r,.�.���r„�..�������������������,.�,.�������������������������r..�.,W.,.�W�����������,.....�,.,..w..wm�m,,,.,.,,,,,.,.....w..,,,,,,.,�.�...........,������ STORM SEWER, WATER MAIN CLASS- 10" PVC L,F, 30 '�o►�o� .S&voo,4D STORM SEWER, WATER MAIN CLASS - 1244 PVC L, F a - - - ------------------ - 60 � t] . 00 .... . ...... . Ai Sao. ca 12 STORM SEWER, WATER MAIN CLASS - 18111 PVC L.F,: .. . . . 20 ............ 12 o.00 .................... '-- P41oa.� .......... -- ...... . ..... ........ . ................................ ........... �13 ............... '-.- . ....................... . .... . ..... . ............... ................... ................ . ........... .............. ............... . ........ . .. .... ...... STORM SEWER, WATER MAIN CLASS - 241, PVC L. F.; 14 ............ 2 oo. cc ' 9cc. o� 14 ,,,,,,,............................................. , STORM SEWER, WATER MAIN CLASS - 36" PVC wwwww o. ,aw........... L. I--, ,,,,,, 2.0 . .. . ........ 1., �ooi� 600c), C �o 15 . . ............... SANITARY SEWER, WATER MAIN CLASS - � PVC L. ........... 40 ............ Booc�o . . ............... 3zoopv� ............... ..�.,,.,.16 .... . . . ........ SANITARY SEWER, WATER MAIN CLASS - 121, PVC L,F,: 610 100.CK5 .w..w............... 17 ....,,,.._.................. SANITARY SEDER, WATER MAIN CLASS - 2.41, PVC ................. 1.1 ...........20 �s M LA�a� ....................... 18 ................ ... �w,, ,,,,,m m.,,........,, �,, ,,„ .., ,.,., ,,........:...........:.,. .w .,.,.,,.,_,M,,,,, w.w.,.,.,ww, wm - .... ................. ......................... . . .......L,,,F. WATER MAIN - 4" D,I,R., CLASS 52 L.F 20 U 0o.00 too. Qa .ww..........,rM,M 19 w , .... .,..................... � ,, �,, Ma; , ,r.,,,, ' aw ',..,� .................. ,,,,, ,,,,, WATER GAIN - D,I P, CLASS 52 �,,. o,,,,r.,, ,,,,,,,a, L.F=, ,, ,,,, w.,.ww,,, 20 �� ww» ,,,m,,,,, w, ,,,,m,,,. 1 �D0't00 w,,................................._..._...„w «ww.,.,.�w......., 62�0.GHQ ...,,o.,.,.,uuu. ....... ,r., w.�, .,.,., ,...,.,.,...................... 20 w ,,,,,,.. CATER MAIN - 3Em �,I.'., CLASS 2 L. F��., 10795 ��� � i "07 0 5 vo � 21 WATER MAIN m 10" D, I , R �CLASS 52 L.1µ 179 Cojca '55'! 110o.OD ,www............ -.......... 22 .......... CATER MAIN - 12" D.I,P., CLASS 52 L.F , �� .. ,,,, 1776 w� ,.WW r.r ............,m, 225,0 0 .,,� �,,.,�ww ..,,,..w .,.,.................. 34% 60000-4 �..............................................................,.,,, 23 WATER MAIN - ' '` I . I . P , , CLASS 2 L , F a 3 2 S oz • Do mr..w... r..�,...,...,�.......�.��.'��.,w.„... 24 ...,..���.�,,,w���..lp •.,.�.,�.,�� �o�o�.,�,����r"w..,�.�..�.�m,...�.�„�a�r...,.,����..�.,....�..�.���.�o���.��.�����������o�.,w.�.�..,.......v.�....�a,���.,��................w.. �w PIPE IN TRENCH ;7PECIAL�„�,��� � 1 6 CASING I� � 9 .......w..m�..���.,.... ..,..................eie��iw.aie�w LrF w .�e�.w.iw.�.�...��eei..nwwior..,�.,n,n,iw.rw.......,..,..,.eeeinwno+n4�e�..n�w���������.,��w,�.,�.,.....,............. 3 0 �� � n.nr n.xaw...�..�����...,.,,w..,...ie.,.....�....�.�..�.�u.,�wwwx wwi yg ` .. a ..�...,.....�......r. oin..w ..........�.,�.,�.,mmeer,�ni[w�o-m�wn.�'....�.�,,..�...,�.,� ., M.„„„„„„.,„ .......w�.....�M����.w,.. 25 ......rm��E 6 �.�.,.....�............ �� ���w,„..�.,..........r.�.........r..���������.,�.,�W-..�.�.�.,��r.,��������.,�� � ��.,w..,..,w,,..wr....w,......e�eeeee.. ...........ee.������mw�.wn,wwwwe,............................. �eie����.,���..«a�w, .wr��..awn.��...mwmwm 24 CASING PIPE I N TRENCH,SPECIAL L . I� .. W � � � � rr.. 07 .,r.r.r, , ..o . ,., ! �y � � r + 0%� "aj �� �� ww,,,,,,,,,,,,,,,� . 202.E WatcrMain mp1'0vC111c"ts 1.6 26 .......... NON -PRESSURE CONNECTIONS SPECIAL onni •rvnwm.ioiooiommm noo�mw��uw�ennmwuwnnmmw.wiennnnwwemwuninwmeimerc mar.�mw w,imnnne.................. a.., ... ....... .,�...w�rerrrrrrrrrrrwwwwwk�������i���wwwvsrionnnnnnnnnnninininineerr....ee.....eeeee...............mrw..wwwiex��.wrrwwww-.wwwn..,w.,�.,�.,...�..�� EACH 2� IS O�,� ........... ,,,nimi.w,i nmeeeineee......................... . ....................Sam. ... ......... . ............27 PRESSURE CONNECTIONS, SPECIAL EACH 2 7�p.�D � moo, vv �nn� „r.w r r�� ,,,,,�.r �,r.w........,,.,�,r ,r� , �wr ,,� ..www,„�,,,,,,,, ,.nnn � � m............................w.r. �r.r.rm�..wwr�w.r.r........... n........ ,.... ......... ...... �..... ......... .....r�r M ,w,....... �m�,.wnr�,n.w,,,, �,r................ w..... ......����� www,r.w nw� �................. 28 .............. GATE VALVES, 4", SPECIAL . . . ...... . . .............................. . ......... EACH 12�D. � �(voo.�+D 29 GATE VALVES, 3", SPECIAL_ EACH 31 sco , ► l o. 30 BUTTERFLY VALVES, 10". SPECIAL EACH 4 2.�p,cp .op 31 BUTTERFLY VALVES, 12", SPECIAL .......................... EACH 5 4150.00 7Sp /CSJ 32 .............. AUXILIARY VALVE. BOX ........... . .................................... ........................ w�,,,.,,. �nn,�nnnn...................... EACH 1 1cx1o'ao off, pct 33 VALVE VAULTS, 5" DIAMETER EACH 40 ��oe%c7 q 3�].c � 34 �x..............., � m mnnn................ m� � �n�n��.......... ......m.............................. m,rw,r��.x..................................., w�ww m,.� m .wx M. x w n.......................... FIDE HYDRANT INSTAL_ATION, SPECIAL m m................................�,,.µ,,.. ............ EACH ,,d,�.�.�_.... wnM.��� 43 mM,W, q CXZO-C Q . ...... ? C00,CM . . . ...................................... 35 . . . ... . ....... . ............ . ........... . . . ..... _ . . . . .................... __ .............. ....................................................................... . .............. ................... ................... .............. REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 3$ . . . ........ . . `7 �a �d0 � �C�►Q . ❑ 36 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 33 00400 qco.co 37 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 17 33 ................. ........................ ........... ................ TEE REMOVAL, SPECIAL ............... ..... . ........ ...... . ... . .................. EACH .......... ... . 7 ...... . ..... . ......... . ............ . .... ... . ...... ­­ C7DO.c* . ......... . .. . ... . ......... . .... . ... . ......... . ............... . ___ ........... Csoo ,gyp 39 TEE AND VALVE REMOVAL, SPECIAL EACH 2 j DOo. co 2., �p 40 . . . ..................... . ..................... WATER SERVICE CONNECTIONS, NEAR SIDE, 1". SPECIAL . . . . .......... EACH 154 Zvoo,�a o's ooo# a� 41 WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1", EACH 14i} L " �p,�7Dx ........... ......... �m x ................ rm m, � �Q oovi SPECIAL ................................. ................................................... n m....................... ­nnn..... ...................................... „ ,. ,,,.,,.,,,.,,,,,,,. 42 WATER SERVICE CONNECTIONS, FAR SIDE COMPLETE, I", EACH 45 � $�7 ww,.wm........ .,W. ��� �O.ap SPECIAL `�] 43 WATER SERVICE CONNECTIONS, NEAR SIDE, 1.5", SPECIAL EACH 3 32an. W � � oo,04 w,,,,,,,,,,,,,,,,,,,,,,w.w�...w,xr.�,...��������� 44 ������������������m���m�n.,,,,,,.�„rw., �,,.... M.,,,,�,,,.��x.,,�.,,.,,�:,w��,.,r.r.,�,�,�,r.w.w.��.������������������........�����������������n�n�n,��„nnnn�,�,�d�r�,�,�,�,�,,,�,,,.,�....�.Mm��,�,�,m�...,.,.,......... w,w�....ww.� a.,w �..............ro� aw�„� WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER. 1.5", �.w...,.,�,.,d.,. ,...aw� EACH . ,.r� ,...,, wwuM,aw..�.......V.w........... 7 x.w..,�wr,,.w,.,.�.,w,��.µ.�.w...,.�wwww u,....,,,,,,,,,,w�,�.w�.�,�,ww....w�,w~,�w�m.�.,,�w�.,...,.,......,. 9 600,10 ......... SPECIAL ....... w....w.,w__ ..................... �...,,, m.. ,.., . x �,m. xw,mmmm.m..,,,,,,_...........,.�w� ., ......,.,.,........... � m m , m ,............... m..m� .............................. n,,.._......... , n n n n.........................,.,., _. wm.........................,,,�„w ....w.......,,,.,,m ,w�,.,.,.., .., . o. ..wwww.,...,wwwww., �w......�.........._ .....................w. ,,,,,.,,... ,.� ww, w ww............. w, ,..,�.., .w., i 45 LEAD SERVICE REPLACEMENT - B-BOX INTO RESIDENCE EACH 69 i 500,cc r ro a. 46 SANITARY SERVICE REPLACEMENT L,Fr 454 .... (�p� c . ..... .. ...... . ....................... . . 2.7 S C44m .......... - - - ­­­ . . . . . . ....... . .............................. . .. ......... 47 . .... ..... . ............ . .. . . . ....... _­" . .............. _,"" . ....................... . ...................... . ........ . ............. ­­,", . .......... . .. . ........ . ....... . . ... . .... ........................ STORM SEWER PROTECI-ION . ... _­ .............. . . ....... L.S. . . . ........ . .. . "! ......... . . . ... .... . . . . '�5 cryo, - ..... 43 ............. ................ ...... ,.,n,w..,,.w,,,,,.,.,.,.,,xw„...... ...............nnn................. TREE ROOT PRUNING EACH 60 4 LANDSCAPING S.Yw 3961 1 oo Ito cta$ ,es7 50 TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S 1 9000, 20, aoorap I .�,,,,,,,,,,,,,�,�,�,,,,�,�... .... ........ �n�n�,��n�,�,��wwwww�.,,w,,,,w.,..,.,.,.,�.u.,.,r�r.,r.,,,,,,,,�,�,�,�rrx���o�������... . .,,,,,,,,,,,,,,,,�m,�.Www.......... �.wa �n o�, M �...,a�...........�., r.,,,,,,,r., ,,„,„„„,,,,,,............................ . w,,......................................... .. ........................ ,WW .,www, �,,.,,., ,.,.,.WW w ................. ................................w.„n,,,,,,,,,,.,., TOTAL BASE B!fl1�50 � t .,.,..,. 2025 Water Main Improvements .............. ... ,.. ,,,, ,.,.,., ......... .............. ,a..,., ,.................................... ......... .".......... ..... .............. ............,,,,,,,.......... ...................... ADDITIVE ALTERNATES ROSPECT RD AND S, A.LBEK Sµ" ....... .............................. ...... ............ .................. ................... ........... .......... .... .,wa,.,x 1 TRENCH BACKFILL, SPECIAL ... . . . ..... . ..... ............................ . . . ....... . ..... C•Y�, 1600 . . . . ............... . + p 1 .. . ........ Lv,�0 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) - 3" S.Y" 1332 01 11 3 STORM SEWER, WATER MAIN CLASS - 121, PVC L, F� 20 4 WATER MAIN - 8" D.I.P., CLASS 52 L.F. 1555 1SS,co �27 5 j .................... ... . . ....... 16" CASING PIPE IN TRENCH, SPECIAL ....... . ............... ............... . ............... . . . ....... . ...... L.E.. 100 6 NON -PRESSURE CONNECTIONS, SPECIAL EACH 7 so�+aa � 5" cnoc �7 ........................�, ��„�d,,,.p,,,� m ,,, ,�,,,, ,,,,,,,,, ,,,,�.rwr..................... ......................... �m,�� ............... ............ �� �r.,,......... ,�,.,r��,r .,. .................... ,,,wwwwwmm.www,,x,.„.„...................... ....... . mm ................... I,,,I,,,,,,, ,..,r�... 7 GATE VALVES, 3", SPECIAL EACH 3 160d).00 Z i aDo om 3 ... . .. . . . . . ................ 2" METERED SERVICE EACH 1 5"a 0C)Q , a 9 VALVE VAULTS, 5' DIAN/ETER EACH 9 24}Qa,ao 2." �00,ca ............... ­­'­ . 10 ......... ....... .... ....... . .... FIRE HYDRANT IN. SPECIAL ........... ­.­­ ........ ­ i .­­..'_.'__"­.'. EACH 5 ........... . . . . . . 9coo. m '4� c]oo,va . .... . ...STALLATION, . ................................... ,. .. .............., ,,,,,,, ............,r ,,,,,,, ,,., ,,,, ,,,,,,,,,, ,, ..„......................., ........... . ...... w,,,.,.,,.,.,.,.... ....... ...I.........,...,.,. ,....,..,.,.. 11 REMOVE. EXISTING FIRE HYDRANTS, SPECIAL EACH �,...,.,�.. a............,,.,,,,,w............,.x,.,,.w.w,,,,,,,,,,w.. 5 ........... ....................... .r....... ...0 7So.o0 . ........ wxw,,....... a.a............. ..,................. 375o..ao ........ ............. ...."­.................................... $ 12 w,,,,,,I,,,,I,,,,,,,,�w�.mw�.,.,...., ................. .....m�, m,,,.w �.,, wwwww.ww. x.�,........,rw...,,w�,r w............. ...........m mmmmm�mm d,,,,�,,,.,,, ,�,.,.,.,,,„ ,,�,,,,�� EXISTING VALVE VAUL'7S TO BE ABANDONED, SPECIAL ,,,M EACH 6 2600.va $ T670.oQ 13 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 7 1400 "�� € c) 14 TEE REMOVAL, SPECIAL EACH 1 acm.ao 15 WATER SERVICE CONNECTIONS, NEAR SIDE, lit, SPECIAL EACH 9 .................... 16 WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1 % EACH 8 �.5po. ac�a. SPECIAL 17 SANITARY SERVICE REPLACEMENT L.M,I::. , 16 bo, vo 9moo. �v 13 STORM SEWER PROTECTION �... 21 voo.cm '� �vc�►, vo 19 ................w m� x..... „�, ,, ........................ ,, .�,...,w...�..... TREE [ROOT PRUNING .............� ............... ................................ ................... EACH 1 . ................ ..... .............. www..ww.. 3 ............ . .... . .... .................... '�� p . so. � ............. . . ........... 20 .......... ................. . ............... . . .... . ..... ..... . ................. LANDSCAPING I . ... .......... S.Y, 237 12. ZS,� hmm�nnnircaiom�.ro.�vee.x.eux.,.wr..w,a..,,.,� 21 ninein�nmm�.�eeeiw.ww� w„wwx�....w,r„�i�wnwmnnnioiom........mm...........�wnnnnnn.n w.....nnnnm......... „r TRAFFIC CONTROL AND PROTECTION, SPECIAL wv.e.wnn...... nmv L.S, nnnnm.......... .....nnnnnnnnnnnnio ��� wo00 nnnnnnnnnnnnnnnnnnnnioiwuwuwiwnnnonioioioioioioioioioioioioioioioiownws.�s��w.sw.in�ni � 7� ��. pp i d..............m mmm w �� M� ww, ,,,,,r „�, ,�......... .......,w�w,.,.,.N,r.,�wm,...................................„..................�..'.....,,,,,,m,,, �w., ��,_ w w . ................1 TOTAL ADDITIVE ALTERNATE 1 ..........,,,, n,.,.,.... .................... w wwMM.w................. ,w......... . ........... ................ ......,.,.,.,n................ ......... m m mm.......... ............ r.......................................... m..,„ „................ . ..... 2025 Water Main Improvements ADDITIVE ALTERNATE. jg PA.LM DID 1 TRENCH BACKFILL, P-CIAL �........,,,„„„,, �,,,,,, � ��,,,,,�,,,,,,,w, � �, � �� m m................ w , � � „......... � ....... m m m m C..y.. m m m m , � m m m m 1200 m m m m m m m � � �........................ ,�,.,., 12. aQ �u w.,., „�mm m........ 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) - 3fE mm baVrc v 1112 � p l � � 1 � �. STORM SEWER, WATER MAIN CLASS - 6" PVC ........ L. 26 Sp,C� I S00. vv 4 . ...... . . ............... STORM SEWER, WATER MAIN CLASS - 811 PVC ........... L,F, ................. ­ .................................... 16 (Do,ao Cl (ao. �p 5 WATER MAID d 6" D.1, P,, CLASS 52 L. F, 40 (Co. aa b 4/00,C)AD 6 WATER MAID - 8" D,I,P., CLASS 52 Ll� 1292 1546,a4 Z39 oZ�,� 7 16" CASING PIPE IN TRENCH, SPECIAL L. 60 �olp,o 3�, QO . . .................. .. . .. . ............... . ..... . . . . ...... - - --------- NON -PRESSURE CONNECTIONS, SPECIAL ........ . ... . . . ......... ...... . ... ............. . . . .. . EACH 4 �tiCyp'am �;o 4>oo, o� ......................w.., ,..,, ,.w ,,., ........... ,,,,,,,, �m.............................................. mm m ..................� mmmm........... ....... ,,��� ........ �mmmm mmmm..............................................� ��,-�... ...............,,.,.,,,.,.,,,.,.,.m,.............,...,,. 9 GATE VALVES, 8", SPECIAL EACH 5 3�.00 18� ceo,� ................. 10 . ............. ............ ......... . .. . . ... ............. ­ . . . ........... HALVE VAULTS, 5' DIAMETER ...... . EACH 5��{ap pD ......... . .. . ... I.., ............. . . ......... 11 FIRE HYDRANT INSTALLATION, SPECIAL . .......... . . . ....... ... . ......... EACH ... . .......... 3 9C)00' oo ....... . ...... . ........ 27 Qoo,cba 12 . . ......... REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 3 7So, �o ZZ60 , ac�j 13 EXISTING VALVE VAULTS TG BE ABANDONED, SPECIAL EACH 3 �vo,,o,o g ate. sa ........ . ......... . ..... 14 . . . ...... ...... . ....... . . ..... . . ....... .......... . ............ CAP AND PLUG EXISTING WATER MAINS, SPECIAL ...... ! EACH ...................... . .. . . . 3 ............ �� Cho ............ _­­­ . ......... .. . . . . . ....... �. �p 15 ........... . . ................. ................... . TEE. REMOVAL, SPECIAL ....... ........ EACH . . . .......... ...... . . ........ 1 � Ic01 .Cxz' ................... .... 11.1 ................. . ........... . C 000, v4 16 WATER SERVICE CONNECTIONS, NEAR SIDE, 1€1, SPECIAL ....... . . . ... . 14 .. . . . . . . ......................... ......... . ........... .......................... . ..... . . . ... . . . ............ ��, ��. ''" 17 .............. www....p...............,,......... ,..1.1.1.1,... .,.,.-,"Ill""I'll"'I........... —1.......... m,�m�m�,..,�,....,wwwn�..�.,�,�.,...,w,w�mm...... ,d,d..,.. N m.�,�,,. E .. . ......... WATER SERVICE CONNECTION FAR SIDE TRANSFER 1f € E . ..... .....EACH EACH 12 . ......2cc'�r.............. . ..........i.ao l��v.ao �$ aoL7. � SPECIAL 18 SANITARY SERVICE REPLACEMENT L.F,. 40 160.a7 �,4�, o0 . . . ........... ........................... 19 .. . ... . . . ................. . .......... ............ STORM SEWER PROTECTION ........... _'­ ................ .................. L. .................................. . .......... . 1 . ..... .. 1SDI.vv . . ....... scmo. alo 20 TREE ROOT PRUNING EACH 10 1 4!rv. cx:� S00, cw.-...) 21 LANDSCAPING s,y, 250 $.00 ''r aot ! 0� 22 TRAFFIC CONTROL AND PROTECTION, SPECIAL ,OD �pDol3.aQ TOTAL ADDITIVE ALTERNATE 2 i 21 (p.1 Z ww, w............... ,,,,, w w „ �ww..,.,.,.,, .�„, w . ....................,.,..�.,, ...,,.�.........,,,,,,.,«.,,.., ..................w...., WW mmmmmwwwww , GRANDTOTAL ■i � r ,,,,,,,,,,,,,,,,,,,,,,,,,��,�����������������������������,.,������„�,,,,,,,,.��,,,,..,.WWwww,.�.�.�,.��o.�.��.,�,.,.,.,.,,,,.,,,.,,.,.,.,.,.,.,.,..,,M,.,.,��������w�,�,����,��w��w�����,����������� ������������,.,.,.,.,.,.,.,.,�,�,.��,�,,.,.,.,.,w,�,W,�..�..,�,�,�.ww.,,,,���,,,,,d,,,,�., .........................w.�,..,,,,,,,,,,,,,M,,,,..........................................,,�.�,.,. �,,.,,,.,�................................................. ........................ M..... 2025 Water Main Irnprovornents ADDITIONAL REQUESTED UNIT PRICES PRICE PER EACH, WATER SERVICE CONNECTION, NEAR SIDE, 2" SPECIAL I., ­­ . .............. . ............. . .. . ..... ................... . ..................... -"" ......... ­ .. . ...... . . ........... . . . . . . .. . .......................... "'.. . . . ............... . .... . ......... .............. . ..... . ... . .... . .. . .. . ....... . ........ . .. . . . . . . . /0C000,4=0 ................ PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2" SPECIAL . . ....... . . ...................... . . ........... . ........... .."'7 . ... . ... ccx:o,cmo . ............... ...... .. . .................. . ....... ........... . . . . PRICE PER EACH, WATER SERVICE CONNECTION, NEAR SIDE, 2.5" SPECIAL ...... ......................... /2,!co,cc� PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2.5" SPECIAL ­ . ..... .. . ... ...... /5 000. cmz .... . ..... . ..... ,,­ ............... .............. . ..... ............... ................. - . . ...... *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1 ca . ......... . . . . . ........ I., ................................................... . ................ . ....... ­ . ....... —­ ........... . ................ ­ ............................. . ...... '­ ............ ­ ................................................................................... ............... �'.­ . ....... . ....... . ... . ........................ *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1,251% ...... .......... . .. . .. . ............... . . . . ......... 1 7:r ,too .......... ......... . ........................... . . . . . ..... . ........ . ................... .. . . .. . ............ .. . ............. . ..................... . . . *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1 .5" . . . . ......... . . ........ . . . . . ............ . . .. . . . .......................... . .... . ... . ... . ....... Zoo .0 ev-% . . . . ...... ................ ............ . .. . ......... 1. .. . . ......... I ............. I ...... . . ..... I ................. . ­1­1­111. . .. . ............. . . ...... . . . ..... I ........ . . . ... - ........... *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 2tt ­ ... . .......... .... . ....... . .. ........ . ..... ........... � .......... . ....... zsus cc� *PRICE PER L.F., WATER SERVICE PIPING, TYPE "L" COPPER PIPING ................. .............. -, -.- . ........ -.- ................... . . .... .................... . ...... . . ........ . . .... . . .... .......... .......... . .... . ...................... ...................... . . . ........ ; .... . ........ f ...... ..... . . !;'ca. CNC.-.i .......... ., . . ............. - ............. ... 2025 Water Main Improvements 20 MUM 01awwf � qMr 911 TOTAL BASE BID PRICE (the sure of extensions of the Schedule of Prices - BASE BID)., Dollars and Cents (In writing) (In writing) ��/ �7 �� Dollars and SO, Cents 'Ik(In figure) (In figure) ADDITIVE ALTERNATE 1 PRICE (the sum of extensions of the Schedule of Prices -- ALTERNATE 1 )„ Dollars and Cents (In writing) (In writing) T /7 007. Dollars and (In figure) 32., Cents .. (In figure) ADDITIVE ALTERNATE 2 PRICE (the sure of extensions of the Schedule of Prices — ALTERNATE 2), Dollars and Cents (In writing) ( I n writing) ...� q`� ", ►, � ,, � Dollars and /2-aCents TOTAL BID (the sum of extensions of the Schedule of Prices); Dollars and Cents (In writing) (In writing) 100? q S 4 4:; � (5 qq� Dollars and , _. ?A/ www_ Cents - ---(In agure) (In figure) 2025 Water lain Improvements 21 It is expressly understood and agreed that: 1 The approximate quantities set forth in this Bid Sheet for each Unit Price Item are Owner's estimate only, that Owner reserves the right to increase or decrease such quantities, and that payment for each Unit Price Item shall be made only on the actual number of acceptable units of such Unit Price Item installed complete in place, measured on the basis defined in the Contract. 2, Owner is not subject to state or local sales, use and excise taxes and no such taxes are included in this Bid Sheet. BIDDER agrees that the Work will be Substantially Completed by September 19, 2025 from the date of "Notice to Proceed" and Finally completed in 35 calendar days thereafter. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified in the Agreement. The following documents are attached to and made a condition of this Bid: (a) Required bid security in the amount of ten percent (10%) of the Bid in the form of a bid bond, cash, certified check, cashiers check or bank money order as stipulated in the Advertisement for Bids. (b) A tabulation of subcontractors, suppliers and other persons and organizations required to be identified in this Bid. (c) Required BI DDER's Qualification Statement with supporting data. Written communications concerning this Bid shall be addressed to: 2025 Water % a i ti Improvements 22 The terms used in this Bid which are defined in the General and Supplementary Conditions of the construction Contract, included as part of the Contract Documents, have the meanings assigned to them in the General and Supplementary Conditions. Submitted onIS-25-2025, State Contractor License Number (if any) Contractor contact information: Address: ITS S AeZom. w� Cr Cmu2� Telephone: _ ko T 1 q Ma"e. ........ . . ... - . . .it .:. .i 2025 Water Main Improvements 23 Bid certification Form Page 1 AFFIDAVIT --- BID CERTIFICATION FORM Bidder: i Company/Firm Name',aw nllL4t�j& 6o 1101 �u Address. I Wr As a condition of entering into a contract with the pillage of [fount Prospect, and under oath and penalty of perjury and possible termination of contract rights and debarment, the undersigned, G'C�M4* being first duly sworn on oath, deposes and states that he or she is �Dc.�r sole owner, pal ner joint ventured, President, Secretary,etc. of a and has the 7 (Name of Company authority to make all certifications required by this affidavit. Section I Nan Coiiuslon The undersigned certifies that this bid is genuine and not collusive or a sham, that said bidder has not colluded, conspired, connived or agreed, directly or indirectly, with any bidder or person, to put in a sham bid or to refrain from bidding, and has not in any manner, directly or indirectly, sought by agreement or collusion, or communication or conference with any person, to fix the bid price element of this bid, or of that of any other bidder, or to secure any advantage against any other bidder or any person interested in the proposed contract. The undersigned further states that (Name of Company) is not barred from bidding or contracting as a result of a conviction for violations of state laws prohibiting bid rigging or bid rotating or any similar offense of any state of the United States, as provided in Sections 33E-3 and 33E-4 of the Illinois Criminal Code, 720 ILCS 5133E-3, 33E-4. Section III The undersigned further states that QV-2A-7�4 (Name of Company) provides a drug free workplace pursuant to the Drug Free Workplace Act, 30 ILCS 580/1, et seq., and has, to the extent not covered by a collective bargaining that deals with the subject of the Substance Abuse Prevention in Public Works Projects Act, 820 ILCS 205/1 et seq., a substance abuse prevention program that meets or exceeds these requirements of that Act. 2025 Water Main Improvements 24 Bid certification Form Page 2 AFFIDAVIT -- BID CERTIFICATION FORM Section IV Tax Paymenj r � The undersigned further states that — (Name A a is (Name of Company) not delinquent in payment of any taxes to the Illinois Department of Revenue, in accordance with Illinois Compiled Statues, 65 ILCS 5/11--42.1. The undersigned understands that making a false statement regarding delinquency in taxes is a Class A Misdemeanor and, in addition voids the contract and allows the municipality to recover all amounts paid to the individual or entity under the contract in civil action. Section V Pursuant to Section 2-105(A) of the Illinois Human Rights Act, 775 ILCS 512-105 (A), every party to a public contract must: "Have written sexual harassment policies that shall include, at a minimum, the following information, 1 the illegality of sexual harassment; (1I) the definition of sexual harassment under State law; (III) a description of sexual harassment, utilizing examples; (IV) the vendor's internal complaint process including penalties; (V) the legal recourse, investigative and complaint process available through the Department (of Human Rights) and the Commission (Human Rights Commission); (VI) directions on how to contact the Department and commission; and (VII) protection against retaliation as provided by Section 6-101 of the Act. (Illinois Human Rights Act)." A "public contract" includes: ...every contract to which the State, any of its political subdivisions or any municipal corporation is a party." 775 ILCS 5/1-103 (M) (2002), The undersigned further states that � • has (Name of Company) a written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105 (A) (4). It is expressly understood the foregoing statements and representations and promises are made as a condition to the right of the bidder to receive payment under any award made under the terms and provisions of this bid. The undersigned c t" es hat information contained in this Affidavit is true and correct. Signed by"—.—.—� Title,,-, Sig nature Name Printed:' 2025 Water Main improvements 25 BIDDER'S QUALIFICATION STATEMENT Project Name: 2025 Water Main Improvements SUBMITTED To: Village of Mount Prospect Village Manager's office, Third Floor 50 S. Emerson Mount Prospect, IL 50055-2229 Corporation, partnership, individual, joint venture, other Contractor license number and state EXPERIENCE ST -E ENT 1 Bidder h engaged as been as a General Contractor in construction for 1400 a years and has performed work of the nature and magnitude of this Contractfor 3 years. Bidder has been in business under its present name for y years. 2, Bidder now has the following bonded projects under contract, on a separate sheet, list project name, owner, engineer/architect, amount of contract, surety, and estimated completion date. 3, Bidder has completed the following three (3) contracts consisting of work similar to that proposed by this Contract. On a separate sheet, list project name, owner, engineer/architect, amount of contract, surety, and date of completion and percentage of the cost of the Work performed with Bidder's own forces. 4, Has Bidder ever failed to complete any project? If so, state when, where, and why, 5. Bidder normally performs the following work with his own forces, ...... ......... w.,......M..... ........... 0,, Construction experience of ke individuals in the organiat ion is as follows .... p (continued on attached sheets if needed) 7Po In the el be vert th.e Contrast. is awarded to Bidderhe rewired suret Bonds ,t �.�� furnished by the following surety company including name and address of agent. .............. 2025 Water Main Improvemeilts FINANCIAL STATEMENT Bidder possesses adequate financial resources as indicated by the following: a. Assets and Liabilities: Attach a financial statement, audited if available, including Bidder's latest balance sheet and income statements showing the following items: ( 1 ) current assets (cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory, and prepaid expenses) (2) Net fixed assets. (3) Other assets. (4) current liabilities (accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries, and accrued payroll taxes). (5) Other liabilities (capital, capital stock, authorized and outstanding shares par values, earned surplus, and retained earnings). (6) Name of firm preparing financial statement and date thereof: If financial statement is not for identical organization named herein, explain relationship and financial responsibility of the organ ization� furnished. 8. Current Judgments: The following judgments are outstanding against Bidder: Judgment Creditors Where Docketed and Date Amount a. $ Bidder hereby represents and warrants that all statements set forth herein are true and correct. o� Date 20-fa .. . .......... .... ............. (OFFICIAL SEAL) Name of Organization: 40 By ,. Title (If Bidder is a partnership, the partnership name shall be signed, followed by the signature of at least one of the partners. If Bidder is a corporation, the corporate name shall be signed, followed by the signature of a duly authorized officer and with the corporate seal affixed), 2025 Water Main Improvements 6 I )Ajj j J. ADDENDUM # I DATE,,, 02/19/2025 PROJECT: Mount Prospect 2025 Water System Improvements IMEG #24006636-00 .. .... . ......... _. BID DUE DATE: 02/24/2025 ARCHITECT., IMEG Consultants Corp. 263 Shuman Boulevard, Suite 550 Naperville IL, 60540 Phone: 630.527.2320 TO "� All Contract Document Holders of Record. "I .......... ..... ....... ................ . ... . ........ This Addendum forms a part of the bidding and construction documents. This Addendum supersedes and supplements all portions of the original bidding and construction documents dated [Insert Date] with which it conflicts. Please attach this Addendum to the Project Manuals) .in your possession.. ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED ON THE BID FORM. FAILURE TO DO SO MAY'S'UBJEC,,'r ii'1DDER "'ro i)isO'tJAL..,I.,'F�ICA']."'ION. . ........... .......... ..................................................... A. QUESTIONS AND ANSWERS Who is responsible for providing the CCDD LPC-662 / LPC-663 for the project? Will the Village be providing or is it the contractors responsibility to have certified? a. LPG'-663 information has been obtained and will be provided to the awarded contractor. 2. Are there any soil reports / soil borings available for the contractor to review? a. Pavement core in -formation is available on Demandstar. 3. Will PVC-C900 be acceptable for the 16" & 24" Casing Pipe in trench? a. C900 is acceptable for any necessary casing- pipe. 4. What is involved with the 2" metered service? a. The 2 .01 metered service will intercept and existing irrigation service line in the street along the new water main. Service will need a new vault, and existing meter is anticipated to be retised. Mount Prospect 2025 Water System Improvements IMEG #24006636.00 Addendum #I Page 1 of 2 5, How long are the sanitary service replacements? a. Any clay sanitary services undermined during construction will be replaced with PVC within the limits of the french. 6. In regards to restoration, please confirm that the following is not required and will be done by others; Sidewalk replacement (envision we will disturb for water service work, connections, fire hydrant installation, etc.) Curb Replacement (envision we will disturb for water service work., connections, fire hydrant installation, etc.) Pavement Patching, Typically the contractor will only be responsible for removals and placement of temporary pavement (3 " processed grindings) except for certain areas reflective of the small quantities included in the bid. a. All concrete and apron restoration will be completed by others. Removal is incidental to water main installation. b. Pavement restoration will be completed by others except for those areas shown on the plans and included in the bid form. The water main contractor is to backjill the water main trench with CA-6 to within 3 " of 'the existing roadway surface and cap with 3 " of processed grindings, 7. Will the contractor be required to provide a plumber for the public side water service work? Making the tap, installation. of the corp, making the final connection / installation of the curb stop at the property line. a. A plumber is not requiredfor exterior water service work. A licensed plumber is only requiredfor interior work during lead service replacements. 8. Can the contractor work on multiple streets / locations at one time? a. Yes, the contractor may work on multiple streets at one time. Prior notification shall be given to the village and engineer prior to introducing additional crews. Be BID QUANTITIES 1.Adjusted bid quantity for Trench Backfill, Special within Base Bid, Alternate I and Alternate 2. END OF ADDENDUM #I [WCUI [Enclosure] Mount Prospect 2025 Water System 'Improvements Page 2 of 2 IMEG #24006636-00 Addendum # I UNIT PRICES: For providing, performing, and completing all Work, the sum of the products resulting from multiplying the number of acceptable units by price per unit. COMPLETE TABLE AS INDICATED T E Mm�m�m�m� �,�,�.........,,,,,�....�.�..��m�m���������...�...�...�1,.....�.µ,,,,�µ��..,�a..�.....�.�....... .�..d.,....,........,�...�....�,,.�.,w........��....������..�,,,,��.,d...,,..w ITEM NO. ITEM DESCRIPTION �mmu N I T da ,,,,,,,,,,,,G� . . ............. . . . . . . . . . . . ........ . ....... . .. . ................... . .... . U A N T I TY �� UNIT TOTAL � PRICE ...................... BASE BID (ROBERT, CAN -ROTA, PINE, LOUIS, ALBERT 1 TRENCH BACKFILL, SPECIAL C.Y' 11500 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) — 3" S.Y' 11566 3 PAVEMENT PATCHING, CLASS B, 9" S.Y. 160 4 PAVEMENT PATCHING, CLASS D, 5" S.Y. 56 5 HMA PAVEMENT REMOVAL (COLD MILLING), 3" S.Y' 247 6 HMA SURFACE COURSE, MIX D, N70 TON 79 7 BITUMINOUS MATERIALS (TACK COAT) LBS 209 8 STORM SEINER, WATER MAIN CLASS — 6" PVC L.F,, 54 9 STORM SEWER, WATER MAIN CLASS — 8" PVC L,F, 429 10 STORM SEWER, WATER MAIN CLASS — 101, PVC .... ......................................... ­.­ ......... ............ ....... L.F,. .,—,d.d,.....-- 80 ... .......... 11 „u,,,,... .................. .. ..,,,,,,,,,,......,............ STORM SEWER, WATER MAIN CLASS — 12" PVC L.F,, 60 12 STORM SEWER, WATER MAIN CLASS — 1 8" PVC L.F, 20 13 STORM SEINER, WATER MAIN CLASS — 24" PVC L.F, 14 14 STORM SEWER, WATER MAIN CLASS — 36" PVC L.F,, 1 20 .................... . . ....................... . . . . ..................... . ............. . ............ 15 SANITARY SEWER, WATER MAIN CLASS — 8" PVC ...................................... .­ .. .,............ ,..www .,,,..,,,,,,,,,,,,,.... ........................ .... L.Fw .,.„......,,,, 40 ............... w,,,,,,w.,..0...... .„.„.,...................... ............ ............... ..................... ......�,..,,,,,,,,m„ ,.. ............ 16 WWWwww,w,..,................ .... ...................... SANITARY SEWER, WATER MAIN CLASS — 121, PVC L.F, 60 ., ..............,.,.,.,.., 17 SANITARY SEWER, WATER MAIN CLASS — 24" PVC L.F, 20 I 18 WATER MAIN — 4" D.I.P., CLASS 52 L.F, 26 19 WATER MAIN — 6" D.I.P., CLASS 52 L.Fd 20 20 WATER MAIN — 8 D.I.P., CLASS 52 ......,,,, L. F,; ....................... ...... ........... 10795 ,,,,,,,,,,,,............,............... .,.,.,.,., ,.,,wm,......................................... „ry....................... ... www......................... ...,..,..,.�,.,.. 21 WATER MAIN — 10" D.I . P., CLASS 52 L.F., 179 22 WATER MAIN — 12" D.I.P., CLASS 52 L.F� 1776 23 WATER MAIN — 16" D.I.P., CLASS 52 L.F. 32 24 16" CASING PIPE IN TRENCH, SPECIAL L.F, 340 25 24" CASING PIPE IN TRENCH, SPECIAL L.F, 332 2025 Water Main Improvements 16 26 NON —PRESSURE CONNECTIONS, SPECIAL EACH 26 27 PRESSURE CONNECTIONS, SPECIAL EACH 2 28 GATE VALVES, 4", SPECIAL EACH 1 29 GATE VALVES, 8", SPECIAL EACH 31 ............. _T ....... ........... 30 BUTTERFLY VALVES, 1Oil , SPECIAL EACH 4 31 ALVES, 12", SPECIAL BUTTERFLY V..... .. M ,w...... MM�,,,,,,,,,,,,,,� u�m. , ,,,,,,,Mm..M..,.,.,, EACH 5 ............,,,.......ww ,......... 32 .. . . . ..................... . . . . ............... -, ........... ­.­ . . ....... . . ­ ................ AUXILIARY VALVE BOX EACH 1 33 VALVE VAULTS, 5' DIAMETER EACH 40 34 FIRE HYDRANT INSTALLATION, SPECIAL EACH 43 35 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 38 36 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 33 37 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 17 38 TEE REMOVAL, SPECIAL ............................... .................... w ..,,,,,,,, ,..........,.,... EACH !.......... .................. ................ 7 w.w,,,,,w.....uu ,................... ..... ,,,,,,, ww.. ..................................................... ................ ............,...,,,,....ry WW, 39 TEE AND VALVE REMOVAL, SPECIAL EACH 2 40 �........,,.„.„ WATER SERVICE CONNECTIONS, NEAR SIDE, 1 ", SPECIAL EACH 154 .............. ..,uu„.„.„.,........w,,,,,............ ................. ..... ......... ............... ....... WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, Illy EACH 140 41 SPEC1 A L ��� � n.� �...., �.. w � ,,,,,,,,,,,,,,� .uu........................,,,,,,,. m.ww.......,... ......�.� .................w ........ ......................... ,,,.w.w„ .� uu� �,.,.,d,d.....,�,�. w.. w,,,,,,, ,,,.,,.,,,,,,,,,... ..... ..., WATER SERVICE CONNECTIONS, FAR SIDE COMPLETE, 1 ", EACH 45 42 SPECIAL�....,��� � w.w�. mmm, ,, .....,, ,.m.,.e.......,,,,, ...............,................ ................. wwwww............. 43 WATER SERVICE CONNECTIONS, NEAR SIDE, 1.51, SPECIAL EACH 8 ............ �,..�,,:.....�...�,��� �­m��W,���,�....�mmmm„d,d,��������m�m�������mm,,,,,,,,,,,w�,�..���,��,�,.�,,,,,�.M.,.:::::::::�:�..�_w���,�,����,��„�,.��,�,�,�„�,,.w�..���������������������������....�.�,�,,,,,,,,,����m�m�m���������w��.��.mm�,...,.,.,�.��. ATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1 5', EACH 7 44 SPECIAL .... mm .. ,,,M.,,,,,,,,,,,,,..� � ,.. ,.,ro............ � ,,,,,,, u.w,.. ...................,,., www„w�,,........ 45 LEAD SERVICE REPLACEMENT — B—BOX INTO RESIDENCE EACH 69 46 SANITARY SERVICE REPLACEMENT L.F" 464 47 STORM SEWER PROTECTION L.& 1 48 TREE ROOT PRUNING EACH 60 ................ ,w,,.,.,,u, uu w.,.,.,, ., ,............. w w.....,.. .,...........I 49 LANDSCAPING S.Yd 3961 50 TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S. 1 ................ ..M,..................... TOTAL BASE BID 2025 Water Main Improvements 17 ADDITIVE ALTERNATE PROSPECT RD AND S. AL ERT§T 1 TRENCH BACKFILL, SPECIAL C.Y� 1600 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) — 3" S.Yn 1332 3 STORM SEWER, WATER MAIN CLASS — 12" PVC L.F, 20 4 WATER MAIN — 8" D.I.P., CLASS 52 L.F. 1555 5 16" CASING PIPE IN TRENCH, SPECIAL L.F.. 100 6 NON —PRESSURE CONNECTIONS, SPECIAL EACH 7 7 GATE VALVES, 8", SPECIAL EACH 8 8 2" METERED SERVICE ......................... .,.,.,......,,........... ........................... EACH 1 �.......... 9 M,mm d,d,..w. mm m I .... 1,............ .........................m , ­....,,,,,,.. —.1. ..... . . . ..... ..... VALVE VAULTS, 5' DIAMETER EACH 9 10 FIRE HYDRANT INSTALLATION, SPECIAL EACH 5 11 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 5 12 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 6 13 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 7 14 TEE REMOVAL, SPECIAL EACH 1 15 WATER SERVICE CONNECTIONS, NEAR SIDE, 111, SPECIAL EACH 9 ww ..,,,,,,,, ............. ...............................,,,,,,,.. ,,„ WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1 ", ,,,,. m www,d,dw....,,,,,,,, EACH 8 16 . . ......... SPECIAL,,, ,� „„m,m , .w,,.w,,,,,,,,,,,,,,,,.. , mm 1.1.1.111.1 ,,,,,,,,,,.,����""I............. ..... ,u,u,��,....................... ......„.... ,au......,,,„w,w,e,e,,,m,,,,,,,,,,,.. � ............... w www. w........ ............. 17 SANITARY SERVICE REPLACEMENT L. Fd 16 � 18 STORM SEWER PROTECTION ......... .L.Su .............. 19 . .... . . .... . . ..... TREE ROOT PRUNING EACH 3 20 LANDSCAPING ....... ........................ ............................ ....................... .„.„.„., S•YPo „.,uu..,...........m................... .. , 237 mm,,,,,,,,d,w..,.,........... ....... ....... wwwe, a.a, ......................... ....................................................... .. ............W 21 ........ .................... ,....................................,. TRAFFIC CONTROL AND PROTECTION, SPECIAL L.S. l—TOTAL 1 MmM.�d.d. . ......... ADDITIVE ALTERNATE 1 2025 Water Main Improvements 18 ADDITIVE. ALTERNATE #2 A ,ll 1 TRENCH BACKFILL, SPECIAL C.Y' 1200 2 TEMPORARY PAVEMENT PATCH, (PROCESSED GRINDINGS) — 3" S.Y" 1112 3 STORM SEWER, WATER MAIN CLASS — 6" PVC L.F,, 26 4 STORM SEWER, WATER MAIN CLASS — 8" PVC L. F, 16 5 WATER MAIN — 6" D.I.P., CLASS 52 L F, 40 6 WATER MAIN — 8" D.I.P., CLASS 52 L.Fm 1292 7 16" CASING PIPE IN TRENCH, SPECIAL L•F,, 60 8 NON —PRESSURE CONNECTIONS, SPECIAL EACH 4 94, VALVES, 8", SPECIAL EACH ������� � 5 10 VALVE VAULTS, 5' DIAMETER EACH 5 11 FIRE HYDRANT INSTALLATION, SPECIAL EACH 3 12 REMOVE EXISTING FIRE HYDRANTS, SPECIAL EACH 3 13 EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL EACH 3 14 CAP AND PLUG EXISTING WATER MAINS, SPECIAL EACH 3 15 TEE REMOVAL, SPECIAL ........ EACH 1 ............ .......................... ........., 16 WATER SERVICE CONNECTIONS, NEAR SIDE, 1", SPECIAL EACH 14 4 WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 14g EACH 12 17 SPECIAL��- �.� , a� .-,..... , ,M � .uu m m m m ... � ..... � ............. MM A d ................ ..............,................... wry ,,,,,,,,,,, m, ....... m................. „„„wwwww.......................................... 18 SANITARY SERVICE REPLACEMENT L.F,, 40 19 STORM SEINER PROTECTION ................................,,,,,,.. w.dd....................... ......... L.S., 1 20 TREE ROOT PRUNING EACH 10 21 LANDSCAPING S•Yrc 250 22 TRAFFIC CONTROL AND PROTECTION, SPECIAL , .�,a,d .d w,,,,...,,,,,,,,,,,,,,,w.,.,,,,,,,uuuu,.,,., L.S. ry.,,,,,,,,,,,,m ,. ,�, .,,,,,,,� wwww.� ,,u, ,,,,m .,,,,,,,.,,,, ............,.,,,,,,,,,„„„.„............, ....m.......... . ............................ .I. ..... ..................M,.,.,,,,,,,,,,,................ .., � „,W,.,,�, ,,,,,,.,. ,.,.,.,,,,., � .www.w. �u.,,,,,,,�� � ..... TOTAL ADDITIVE ALTERNATE 2 GRAND TOTAL 2025 Water Main Improvements 19 ADDITIONAL REQUESTED UNIT PRICES PRICE PER EACH, WATER SERVICE CONNECTION, TEAR SIDE, 2" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, NEAR SIDE, 2.5" SPECIAL PRICE PER EACH, WATER SERVICE CONNECTION, FAR SIDE TRANSFER, 2.5" SPECIAL *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1.25" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1.5" *PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 2" *PRICE PER L.F., WATER SERVICE PIPING, TYPE "L" COPPER PIPING 2025 Water Main Improvements 20 TABULATIONOF f(02f2512025) VILLAGE OF MOUNT PROSPECT rIMPROVEMENT IMEG PROJECT NO.I.. I B IDDER NAME AND ADDRESS: GeraFdi Sewer & Water Co. Addison, IL 60101 Bikiewater C;QnStrU�110n Wauconda, IL 60084 Conrept Plumbing 1554 W �Vaod -5t Palatine, IL 60067 J. Congdon Sewer SeFvire, Iric 170-A Alexa n d ra 'A' ay Carol Stream, IL 60 183 TFine ConstrUC.tion 1041 Trine Ct Suite A St. Charles, Dirneo Brothers 720 Richard Ln . ^• Bolder Contradors Building 1, 440 Lake Cook Rd Deerfield, ENGINEER'S ESTIMATE TRENCH BACKFILL, SPECIAL TEMPORARY PAVEMENT PATCH, (PROCESSED GRIND INGS) - 3" ©PAVEMENT CLASS ®®® 1 1 1 1 PAVEMENT PATCHING. CLASS ■ ®®® ®HMA PAVEMENT REMOVAL (COLD ®® 1 1 ® 1 1® 1 1 ® HMA SURFACE COURSE, ■ ®®® ® 1 1 ® ® 1 1 BITU MI NIOUS MATERIALS (TACK COAT)�® II '1. 1 • 1 '1 1 1 1• ®.! /1 '1. 1/ . 11 STORM SEWER, WATER MAIN CLASS - 6" PVC STORM SEWER, WATER MAIN CLASS - 8" PVC ® ®®� ® ®®� ® ®®� ®STORM WATER MAI NJ CLASS - 24" PVC ® ® 1 1 ®STORM S EWE SANITARY SEWER, WATER MAIN CLASS - 8" PVC ® ® ® ®®� ® ■ ®16" CASING PIPE IN SPECIAL ®® 1 II t 1 1 1 '1 /1 1 1 1 1 •. 1 11 /11 11 1 1 / / 1 11 11 ®24" CASING PIPE IN SPECIAL ® SPECIAL ®PRESSURE CONNECTIONS, SPECIAL ® ®0® ® ®® ® ®BUTTERFLY VALVES, 12", SPECIAL ®® ® VALVE ®�® / / .• 1/ / 1/ 11 11 11/ 1/ ®FIRE HYDRANT INSTALLATION, SPECIALEXISTING ®®® ® 1 REMOVE EXISTING FIRE HYDRANTS, SPECIAL VALVE VAULTS TO BE ABANDONED, SPECIAL ®CAP AND PLUG EXISTING WATER MAINS. SPECIALTEE ®� TEE REMOVAL, SPECIAL ® ■ VALVE SPECIAL ®© 1 1 + F F 11 11 ® 1 1 ® CON NECTIONS, ® FAR S IDE TRANSFER, 1 SPEC IAL®� 1 1 1 1 1 I f F F '1 1 1 1 1 1 '1 1 1 '• 1 1 . 1 '. 1 1 1 11 11 ® '1 1 / / '1 1 . 1 1 1 1 ®WATE R SERVICE CON ®® 111 II :""I'm SERVICE CONNECTIONS, NEAR SIDE, 1.5", SPECIAL WATER SERVICE CONNECTIONS, FAR SIDE TRANSFER, 1.5", SPECIAL RESIDENCEWATER LEAD SERVICE REPLACEMENT - B-BOX INTO ®SANITARY SERVICE REPLACEMENT ®®� STORM SEWER PROTECTION] TREE ROOT PRUNING ® LANDSCAPING ®® 1 II 1 •1 1 1 1 1 ® / If FI // 11 1 1 TRAFFIC CONTROL AND PROTECTION], SPECIAL ®� 1 11 II /F F '. 1/! /! !11 11 ', / 1 1 11/ 1/ / • 11 1 11! If /FI fl ./ '. / / 1 1 '11 11 1 /11 11 11 11 TOTAL BASE BID TABULATIONOF ■(0212512025) VILLAGE OF iUNT PROSPECT rIMPROVEMENT IMEG PROJECT NO.I.. I : IDDER NAME AND • ■■R di Addison, IL 60101 - Wauconda, IL 60084 1554 W �Vaod -5t Palatine, IL 60067 170-A Alexa n d ra 'A' ay Carol Stream, IL 60 183 1041 Trine Ct Suite A Charles, St. ■ imeo Brother's 720 Richard Ln . ^• Bolder Contradors Building 1, 440 Lake Cook Rd Deerfield, ENGINEER'S ESTIMATE TRENCH BACKFILL, SPECIAL TEMPORARY PAVEMENT PATCH, (PROCESSED GRI NDINGS) - 3' © ®®� ® WATER MAIN ■ P CLASS ®®� ®16" CASING PIPE IN SPECIAL NON -PRESSURE CONNECTIONS, SPECIAL GATE VALVES, 8", SPECIAL ®® 1 II it it .ii ii 1 1 '1 1 '1 11 1 1 1 '. Ili li iil it 1 i fl 1 / f f 1 11 11 © METERED SERVICE ®� 1 II FI FI li i 1 1 i i i iil it 'ff fi If If 11 11 ® DIAMETERVALVE FIRE HYDRANT INSTALLATION, SPECIAL REMOVE EXISTING FIRE HYDRANTS,®®® ®EXISTING VALVE VAULTS TO BE ABANDONED, SPECIAL ®CAP ANDPLUG EXISTING WATER MAINS, SPECIAL ®TEE SPECIAL ®AfATER SE RVICE CON N EAR SPEC IAL ®© ■ 1 II ii i lii ii ill 11 it it li / i i i i iil it '. 1 1 i i 1 1 ®WATER SERVICE FARSIDE SPECIAL ®SANITARY SERVICE REPLACEMENT®®� ® TREE ROOT PRUNING ® LANDSCAPING ®®® ®TRAFFIC CONTROL■PROTECTION, SPECIAL®� TOTAL ADDrrITIVE ALTERNATE #1--- .1 11 11 111 11 1 :1• 1 I l i — 1 — ADDITIVE■ --- TRENCH BACKFILL, SPECIAL ®® 1 II iF F ® 11 If If 11 ® 1 f f 11 TEMPORARY PAVEMENT PATCH, (PROCESSED GRIND INGS) - 3" STORM SEWER, WATER MAIN CLASS - 6" PVC STORM WATER MAIN CLASS 8" PVC ®®® ®WATER MAIN - 6" CLASS 52 ®®� ®WATER MAIN - 8" CLASS 52 ®®� 1 16" CASING PIPE I M TRENCH, SPECIAL ®NON -PRESSURE SPECIAL ®� 1 1 it 1 F F i t 1 1 1 11f 11 1 i t . •F ii 1 11 '. 1 1 1 ® 1 1 ®GATE SPECIAL®� fl 11 ' i i i i 1 1� f If f Ili li i ii it 1 i •1 t 1 1 •� 1 Ilf if . .il 11 li 11 VALVE VAULTS, &DIAMETEREXISTING 1 1 1 1 FIRE HYDRANT INSTALLATION, SPECIAL 11111111111111mont", ®REMOVE EXISTING FIRE HYDRANTS, SPECIAL ®� ® VALVEi ABANDONED, ® CAP 1 ■ PLUG EXISTING WATER MAINS, SPECIAL ®TEE SPECIAL®� 1 1 ® mfi fl ® '� fl f ®WATER SE RV ICE / SIDE, IN EAR SPEC IAL ® / SPEC ®® 1 1 F F i i ill 11 ® 1 Ilf If 1 1 1 1® it 1 1 ® SERVICESANITARY REPLACEMENT STORM SEWER PROTECTION ® TREE ROOT®®� i LANDSCAPING • 1 1 ®TRAFFIC CONTROL AND PROTECTION, SPECIALTOTAL ®� ADDITITIVE ALTERNATE #2 ADDITIONAL REQUESTED SIDE.PRICE PER EACH,AATER SERVICE CONNECTION. NEAR i lfl fl MEN '• Ill 11 . f f PER EACH,AATER SERVICE CONNECTION. PAR SIDE TRANSFER. 2" SPECIAL SIDE.PRICE PRICE PER EACH,AATER SERVICE CONNECTION. • SIDE TRANSFER. 2.5" SPECIAL 'PRICE PER L.F., %VATER SERVICE REPLACEMENT, TYPE 'K" COPPER PIPING, 1 'PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE "K" COPPER PIPING, 1.25" 'PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE X" COPPER PIPING, 1.5- PRICE PER L.F., WATER SERVICE REPLACEMENT, TYPE X" COPPER PIPING, 2" 'PRICE PER L.F.. WATER SERVICE PIPING. TYPE 1" COPPER PIPING RN 0 111 ■ 11 Sol .1 Sol 11111 Sol ft-INTIff, 1 1 I 1 111 II