Midwestern Engineers, Inc. Plan Preview

PROJECT CONTACTS STREET DEPARTMENT: TOWN MARSHALL: SCHOOLS: WATER POLLUTION CONTROL: WATER: TOWN OF WATERLOO SUPERINTENDENT: DAVID WOLFE 120 S. BEST ST WATERLOO. IN 46793 PH: 260-837-7623 STREET1@WATERLODIN.GOV TOWN OF WATERLOO JAY OBERHOLTZER, TOWN MARSHAL 300 N. WAYNE ST. WATERLOO, IN 46793 PH: 260-837-3131 MARSHAL@WATERLOOIN.GOV DeKALB COUNTY CENTRAL INDIANA SCHOOL DISTRICT 3326 C.R. 427 WATERLOO, IN 46793 PH 260-920-1011 WATERLOO ELEMENTARY 300 E. DOUGLAS WATERLOO, IN 46793 PH: 260-920-1016 TOWN OF WATERLOO PLANT SUPERINTENDENT: DAN HJELM 120 S. BEST ST. WATERLOO, IN 46793 PH: 260-226-5003 WATER1@WATERLOOIN.GOV TOWN OF WATERLOO PLANT SUPERINTENDENT DAN HJELM 385 W. WALNUT ST. WATERLOO, IN 46793 PH: 260-226·5003 WATER1@WA10RLOOIN.GOV Know what's below. Call before you dig. SHEET SCHEDULE: 1 COVER SHEET 2 INFORMATION SHEET 3 PROJECT OVERALL MAP 4-11 PLAN AND PROFILE SHEETS - LINE SEGMENT "S-A" 12 PLAN AND PROFILE SHEET - LINE SEGMENT "S-B" 13-14 PLAN AND PROFILE SHEETS - LINE SEGMENT "S-C" 15-17 PLAN AND PROFILE SHEETS - LINE SEGMENT "F-A" 18-19 PLAN AND PROFILE SHEETS - LINE SEGMENT "F-B" 20 U.S. 6 LIFT STATION - DEMOLITION DETAILS 21 U.S. 6 LIFT STATION - RENOVATION DETAILS 22 WAYNE STREET LIFT STATION - DEMOLITION DETAILS 23 WAYNE STREET LIFT STATION - RENOVATION DETAILS 24-26 TYPICAL DETAILS 27 U.S. 6 LIFT STATION - ELECTRICAL SITE PLAN AND ONE-LINE DIAGRAMS 28 U.S. 6 LIFT STATION - ELECTRICAL DETAILS 29 WAYNE STREET LIFT STATION - ELECTRICAL SITE PLAN AND ONE-LINE DIAGRAMS 30 WAYNE STREET LIFT STATION - ELECTRICAL DETAILS 31 SANITARY SEWER IMPROVEMENTS - SWPPP PLAN 32 SANITARY SEWER IMPROVEMENTS - SITE EROSION CONTROL DETAILS 33 WATERLOO SANITARY SYSTEM MANHOLE ADDITIONS - OVERALL MAP 34-35 WATERLOO SANITARY SYSTEM MANHOLE ADDITIONS - NEW MANHOLE INFORMATION GAS: ELECTRIC: TELECOMS: DEKALB COUNTY SURVEYOR: DEKALB COUNTY HIGHWAY DEPT.: NIPSCO GAS DEAN GARRETI 801 E. 86TH AVE. MERRILLVILLE, IN 46140 PH: 219-647-6260 UTILITYCOORDINATION@NISOURCE.COM NIPSCO ELECTRIC DEAN GARRETI 801 E. 86TH AVE. MERRILLVILLE, IN 46140 PH: 219-647-6260 UTILITYCOORDINATION@NISOURCE.COM CITY OF AUBURN ELECTRIC SUSIE GULICHE 5066 COUNTY ROAD 29 AUBURN, IN 46706 PH: 260-925-8232 ELECTRIC@CI.AU8URN.IN.US FRONTIER (TELEPHONE) JOB B, LLC (FIBER) CENTURYLINK (FIBER) LEVEL 3 COMMUNICATIONS NETWORK RELOCATION PH: 877-366-8344 x 2 MCI (FIBER) MEDIACOM LLC (CABLE TV) MARK ZACHARKO 90 MAIN ST. BENTON, KY 42025 PH 270-527-9939 x 3285 MZACHARKO@MEDIACOMCC.COM WINDSTREAM (COMMUNICATIONS) DEKALB COUNTY MICHAEL C. KLINE, SURVEYOR, P.E., PLS. 220 e. 7TH ST. AUBURN, IN 46106 PH: 260-925-2222 illiKALil cdUm BEN PARKER, HIGHWAY SUPERINTENDENT 306 E. ENSLEY AUBURN, IN 46706 PH: 260-925-1864, FAX: 260-925-1922 GENERAL NOTES: 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTING UTILITIES, POINTS OF CONNECTION, ETC. HOWEVER; THE EXACT LOCATION AND QUANTITIES SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. 2. THE HORIZONTAL LOCATION DATA IS BASED UPON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) REFERENCED TO THE 1983 NORTH AMERICAN DATUM (NAD 83). ELEVATIONS ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD 88). 3. THE CONTRACTOR SHALL CALL INDIANA UNDERGROUND SERVICES AT 811 PRIOR TO ANY CONSTRUCTION TWO FULL WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN. 4. THE LOCATION OF EXISTING UTILITIES ETC. SHOWN ON THESE PLANS ARE NOT THE EXACT LOCATIONS BUT ONLY A GENERAL LOCATION. ACCURACY IS NOT GUARANTEED. ALTHOUGH THESE PLANS HAVE ATIEMPTED TO SHOW ALL EXISTING UTILITIES, THE CONTRACTOR SHALL NOT ASSUME ALL EXISTING UTILITIES HAVE BEEN SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL EXISTING UTILITIES WITHIN CONSTRUCTION AREAS ARE CLEARLY MARKED IN THE FIELD PRIOR TO ANY CONSTRUCTION IN THE AREA. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL UTILITIES, INCLUDING THE HOLDING OF POWER POLES, DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 5. SHOULD UTILITY RELOCATION BE REQUIRED, CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL UTILITY OWNER, PROJECT OWNER AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 5. EXACT LOCATION OF MANHOLES, LATERALS, CLEAN OUTS, ETC. TO BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. DOWN TIME COORDINATION MUST BE MADE WITH THE CITY SEWER UTILITY PRIOR TO TEMPORARILY SHUTIING DOWN A SEWER MAIN AND/OR LIFT STATION. A MINIMUM OF 48 HOURS NOTICE IS REQUIRED. DOWN TIME SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL BYPASS SEWER FLOW ACCORDINGLY AS NEEDED TO MAINTAIN SERVICE. BYPASS AND BYPASS PUMPING PLANS SHALL BE REVIEWED BY THE OWNER AND ENGINEER PRIOR TO IMPLEMENTATION. 7 PROPERTY LINES, WHERE SHOWN, ARE BASED ON COUNTY PLAT RECORDS. THE SAID PROPERTY LINES ON THESE SHEETS DO NOT REPRESENT PROPERTY SURVEYS, BUT ARE APPROX. LOCATIONS FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WORK ON PRIVATE PROPERTY PER THE CONTRACT DOCUMENTS. 8. THE CONTRACTOR SHALL BE REQ.'D TO IMPLEMENT DUST CONTROL MEASURES (SURFACE WETIING) AS NECESSARY TO MINIMIZE FUGITIVE DUST EMISSIONS. 9. THE CONTRACTOR IS REQ.'D TO POTHOLE ANY POSSIBLE UTILITIES IN CONFLICT WITH THE PROPOSED SANITARY SEWER GRADES PRIOR TO INSTALLATION OF THE SECTION OF SANITARY SEWER PIPE AND PROVIDE THE ELEVATION AND LOCATION INFORMATION TO THE ENGINEER PRIOR TO INSTALLATION. 10. CONTRACTOR SHALL MAINTAIN 10'-0" HORIZONTAL AND 1'-6" VERTICAL SEPARATION BETWEEN SEWERS (INCLUDING SERVICE LATERALS) & WATER MAINS IN ACCORDANCE WITH I.D.E.M. REQUIREMENTS, UNLESS SPECIFICALLY NOTED ON THE PLANS. 11. CONTRACTOR TO COMPLY WITH ALL PERMIT & STATUTORY REQUIREMENTS, INCLUDING BUT NOT LIMITED TO INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, TOWN OF WATERLOO, DEKALB COUNTY, INDIANA DEPARTMENT OF TRANSPORTATION & OTHER APPLICABLE LOCAL, STATE, & FEDERAL AGENCIES. 12. CONTRACTOR TO PROVIDE COMPACTED GRANULAR FILL AROUND PROPOSED AND EXISTING PIPING AT ALL OPEN-CUT UTILITY CROSSINGS (UNLESS CONCRETE CRADLES ARE SPECIFICALLY INDICATED ON THE PLANS) TO ADEQUATELY SUPPORT AND PROTECT EACH CONDUIT. 13. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY STRAW BALES, FILTER FABRIC, ETC. IN EXISTING AND PROPOSED DITCHES, CULVERTS, STORM PIPES & DRAINAGE STRUCTURES TO PREVENT DAMAGE BY EROSION. BIODEGRADABLE EROSION CONTROL BLANKET TO BE INSTALLED IN ALL DISTURBED DRAINAGE DITCHES WITH DEPTHS GREATER THAN 12". 14. TRAFFIC CONTROL AND SIGNAGE TO BE UTILIZED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL, LATEST REVISION. CONTRACTOR SHALL ADHERE TO ALL INDOT AND LOCAL MAINTENANCE OF TRAFFIC REQUIREMENTS. 15. FINAL TOP OF CASTING (RIM) ELEVATION WILL BE DETERMINED IN THE FIELD BY THE CONTRACTOR FOLLOWING SEWER INSTALLATION BASED ON STREET RESTORATION REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EXISTING ELEVATIONS AND ORDERING MANHOLES WITH FLEXIBILITY FOR ADJUSTMENT. CONTRACTOR TO FIELD ADJUST MANHOLE AND STRUCTURE TOP OF CASTINGS (RIM) AS NECESSARY FOR PROPER INSTALLATION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 16. TREES WILL NOT BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLANS. IF CONTRACTOR REQUIRES TREE REMOVAL THAT IS NOT SPECIFICALLY INDICATED ON THE PLANS TO PROPERLY CONSTRUCT THE PROPOSED SEWER, CONTRACTOR SHALL CONTACT ENGINEER & OWNER TO ACQUIRE APPROVAL PRIOR TO REMOVING TREES. 17. A MINIMUM COVER OF 5'-0" SHALL BE PROVIDED OVER THE PROPOSED SANITARY SEWERS AND FORCE MAINS EXCEPT AS NOTED ON THE PLANS. 18. ALL EXISTING LANDSCAPING, BUSHES, DECORATIVE TREES, AND OTHER EXISTING TOPOGRAPHIC FEATURES SHALL BE PROTECTED AND REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE OWNER IF DAMAGED DURING CONSTRUCTION. 19. CONTRACTOR TO TEST ALL GRAVITY SEWERS AND MANHOLES AS SPECIFIED AND AS REQUIRED BY 327 IAC 3. 20. CONTRACTOR SHALL COMPLETELY FILL AND SEAL EXISTING PIPES TO BE ABANDONED WITH NON-SHRINK GROUT TO WATERTIGHT CONDITION. 21. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ALL COST ASSOCIATED WITH DEVELOPING AND IMPLEMENTING A DEWATERING PLAN. THE CONTRACTOR SHALL SUBMIT THE COMPLETE AND DETAILED DEWATERING PLAN TO THE ENGINEER & OWNER FOR REVIEW & APPROVAL. THE PLAN SHALL ALLOW FOR TRAFFIC CONTROL & WILL NOT ALLOW DRIVE OR ROADWAY CLOSURE (EXCEPT FOR SYSTEM INSTALLATIONS). 22. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR REPAIRING/REPLACING ALL WATER MAIN, WATER SERVICE CONNECTIONS AND STORM SEWER PIPING AND STRUCTURES WHICH MAY SE IMPACTED BY THE INSTALLATION OF THE PROPOSED SANITARY SEWER AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT WATER SERVICES ARE CUT WITH EXCAVATING EQUIPMENT, CONTRACTOR SHALL VERIFY THAT WATER LEAK AT THE WATER MAIN HAS NOT BEEN CREATED. CONTRACTOR SHALL COORDINATE WITH WATER UTILITY AND REPAIR ANY LEAKS AT NO ADDITIONAL COSi ro THE OWNER. WORK AND MATERIALS TO REPAIR LEAK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 23. CONTRACTOR $HALL 9e RtSPONSIBLE FOR ENSURING THAT ALL SANITARY LATERAL CONNECTIONS WHICH MAY BE IMPACTED BY THE CONSTRUCTION ARE RE-ESTABLISHED TOTHE PROPOSED SEWER MAIN AT NO ADDITIONAL COST TO TH� OWNl:Fl. . 24. CONTRACTOR $HALL BE RESPONSIBLE FOR COMPLIANCE WITH IOSHA REGUI.ATION 29 C.F.R., SUBPART P, FOR TRENCH SAFETY SYSTEMS. 25. CONTRACTOR to cOORQINAiE PRIVATE DRIVEWAY CLOSINGS IN ADVANCE WITH EACH PROPERTY OWNER/RESIDENT. IN NO CASE SHALL DRIVES BE CLOSED OVERNIGHT. 26. CONTRACTOR SHALL LEAVE NO EXCAVATIONS OPEN OVERNIGHT, UNLESS ADEQUATELY PROTECTED BY EQUIPMENT, BARRICADES, SAFETY FENCES & WARNING LIGHTS. 27. CONTRACTOR SHALL PHOTO DOCUMENT ALL ENCOUNTERED SANITARY SEWER SERVICE LATERALS AND WATER SERVICE CONNECTIONS PRIOR TO AND AFTER REPAIR/REPLACEMENT. 28. THE CONTRACTOR SHALL COORDINATE WITH COUNTY SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITY NEAR LEGAL DRAINS. 29. CONTRACTOR TO FIELD LOCATE ALL SANITARY SERVICE LATERALS PRIOR TO CONSTRUCTION TO ENSURE RECONNECTION. LOCATIONS SHOWN ON PLANS ARE NOT GUARANTEED AND ARE SHOWN TO INDICATE RECONNECTION IS REQUIRED. 30. CONTRACTOR TO ABANDON MANHOLES AS INDICATED ON THE PLANS. ABANDONED MANHOLES TO BE CLEANED. CASTING, RIM, TOP MANHOLE SECTION AND ALL INTERNAL PIPING ARE TO BE REMOVED. ALL INCOMING PIPE INVERTS TO BE PLUGGED WITH NON-SHRINK GROUT TO WATERTIGHT CONDITION. BOTIOM OF STRUCTURE TO BE PUNCTURED SO THAT STRUCTURE WILL NOT RETAIN WATER. STRUCTURE TO BE BACKFILLED WITH CLEAN SAND TO TOP. SURFACE RESTORATION TO BE PER PLAN. LEGEND PROPOSED - -- f 12 I �8== PROPOSED SANITARY FORCE MAIN AND SIZE PROPOSED SANITARY SEWER MANHOLE & PIPE EROSION CONTROL � SILT FENCE O D INLET PROTECTION SOCK WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE f EXISTING 2-WAY FIRE HYDRANT AND VALVE f EXISTING FLUSH HYDRANT AND VALVE Y.:l! 1 YARD HYDRANT ; EXISTING BLOW OFF AND VALVE 6 PRESSURE REDUCING VALVE c:i EXISTING LEAK DETECTION DEVICE " WATER METER SN SPRINKLER HEAD " EXISTING GATE VALVE @ EXISTING BUTIERFLY VALVE 0 EXISTING CHECK VALVE <ll EXISTING CURB STOP EXISTING WATER MAIN AND SIZE --W---W---W- ­ e• SANITARY SEWER --,,,... FORCE MAIN WARNING/ LOCATE POST � EXISTING AIR RELIEF VALVE @§ LIFT STATION AND VALVE PIT _SJ CLEAN OUT " EXISTING SANITARY VALVE 8 SANITARY MANHOLE @) SANITARY GRINDER PUMP SANITARY MAIN/ FORCE MAIN ----- --,1,-� ,. TELECOMUNICATIONS ---m-,.. TELEPHONE PEDESTAL -rn- FIBER OPTIC WARNING/ LOCATE POST '" TELEVISION PEDESTAL BURIED TELEPHONE --T---T-- GAS --W-- GAS WARNING/ LOCATE POST ii EXISTING GAS VALVE W GAS METER GAS MAIN AND SERVICE LINE --G>S�-G>S--G>S-- ,. SURVEY � SURVEY POINT/ BENCH MARK &. SURVEY MONUMENT V HIGH WATER MARK MUNICIPAL BOUNDARY -··-··-11-11- STORM SEWER ® lllD STORM STRUCTURES � CULVERT TYPE AND SIZE @I STORM MANHOLE ELECTRICAL El ELECTRICAL PEDESTAL "' ELECTRICAL METER -¢-'!i'i LIGHT POLE '<Sc----, UTILITY POLE WITH GUY BURIED ELECTRIC _,___,_ OVERHEAD ELECTRIC -CSE - -CSE - MISCELLANEOUS � SIGN • SATELLITE DISH " RIGHT OF WAY MARKER D MAIL BOX o POST @) MANHOLE • REDUCER -3 CAP TREE WOOD FENCE -I I- WIRE FENCE _, ,- ELECTRIC FENCE _,_,_,_ CHAIN LINK FENCE - - ,, _ _ �-- HOUSE I H.T. I HOUSE TRAILER REVlSIONS 3/15/24 BID SET C2024 Midwes1cm Engineers. Inc. S02 West Broadway St,eet P.O. Box 295 Loogootet'. fodiana 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 2 2 OF 35 I Fll£ NUMBER Ll�/2(.,, I Do Not Use Plan Previews for Take Off