Midwestern Engineers, Inc. Plan Preview

PROJECT CONTACTS STREET DEPARTMENT: CITY OF CRAWFORDSVILLE STREET COMMISSIONER: MARK COX 107 N. VERMONT ST CRAWFORDSVILLE, IN 47933 PH: 765-364-5166 MCOX@CRAWFORDSVILLE.IN.GOV POLICE CITY OF CRAWFORDSVILLE POLICE CHIEF. AARON MATTINGLY 311 N. GREEN ST. CRAWFORDSVILLE, IN 47933 PH; 765-362-3762 AMATTINGLY@CRAWFORDSVILLEPOLICE.IN GOV GENERAL NOTES: SCHOOLS: CRAWFORDSVILLE SCHOOL CORPORATION 1000 FAIRVIEW AVENUE CRAWFORDSVILLE, IN. 47933 PH: 765-362-2342 WASTE WATER DEPARTMENT: CITY OF CRAWFORDSVILLE WASTE WATER SUPERINTENDENT: TROY McKINNEY 515 BLUFF ST. CRAWFORDSVILLE, IN. 47933 PH: 765-364-5169 TMCKINNEY@CRAWFORDSVILLE IN.GOV WATER: INDIANAAMERICANWATER CO. 809 BANJO DR. CRAWFORDSVILLE, IN 47933 PH: 800-492-8373 I 765-362-3940 GAS: CENTERPOINT ENERGY MATI MURRAY, SR. RIGHT OF WAY TECH PH 317-718-3606 MATIHEWMURRAY@CENTERPOINTENERGY.COM Know what's below. Call before you dig. ELECTRIC: CRAWFORDSVILLE ELECTRIC LIGHT & POWER GARY FISHERO 808 LAFAYETIE RD. CRAWFORDSVILLE, IN 47933 PH: 765-362-1900 TELECOMS METRONET 808 LAFAYETIE RD. CRAWFORDSVILLE. IN 47933 PH: 765-307-2000 CRAWFORDSVILLE@METRONETINC.COM AT&T BREIT DUNCAN PH: 765-364-5087 BD5617@ATI.COM XFINITYICOMCAST 800-934-6489 MONTGOMERY COUNTY SURVEYOR MONTGOMERY COUNTY TOM CUMMINS, SURVEYOR 1580 CONSTITUTION ROW, SUITE F CRAWFORDSVILLE, IN 47933 PH: 765-361-3234 HIGHWAY DEPT. MONTGOMERY COUNTY HIGHWAY DEPARTMENT JAKE LOUGH, HIGHWAY DIRECTOR 818 N WHITLOCK AVE. CRAWFORDSVILLE, IN 47933 PH: 765-362-2304; FAX 765-364-6409 INOIANA DEPT. OF TRANSPORTATION CRAIG CARPENTER PH: 765-918-4295 CRCARPENTER@INDOT.IN.GOV 1. TOPOGRAPHY SHOWN ON PLAN SHEETS IS INTENDED TO SHOW THE GENERAL LOCATION OF FENCES, CULVERTS, DRIVES, EXISTINGUTILITIES, 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 (WEST 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 ATTEMPTED 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 SHUTTING 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 WEITING) 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 1.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, CITY OF CRAWFORDSVILLE, MONTGOMERY COUNTY, IND/ANA 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 UNLESS NOTED OTHERWISE ON THE PLANS. 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 WITHIN THE INDOT RIGHT OF WAY, AS INDICATED ON THE PLANS. 21. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR ALL COST ASSOCIATED WITH DEVELOPING AND IMPLEMENTING A DEWATER/NG 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 BE IMPACTED BY THE INSTALLATION OF THE PROPOSED IMPROVEMENTS 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 COST TO THE OWNER. WORK AND MATERIALS TO REPAIR LEAK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH OSHA REGULATION 29 C.FR , SUBPART P, FOR TRENCH SAFETY SYSTEMS. 24. CONTRACTOR TO COORDINATE PRIVATE DRIVEWAY CLOSINGS IN ADVANCE WITH EACH PROPERTY OWNER/RESIDENT. IN NO CASE SHALL DRIVES BE CLOSED OVERNIGHT. 25. CONTRACTOR SHALL LEAVE NO EXCAVATIONS OPEN OVERNIGHT, UNLESS ADEQUATELY PROTECTED BY EQUIPMENT, BARRICADES, SAFETY FENCES & WARNING LIGHTS. 26. CONTRACTOR SHALL PHOTO DOCUMENT ALL ENCOUNTERED SANITARY SEWER SERVICE LATERALS AND WATER SERVICE CONNECTIONS PRIOR TO AND AFTER REPAIR/REPLACEMENT. 27. THE CONTRACTOR SHALL COORDINATE WITH COUNTY SURVEYOR PRIOR TO ANY CONSTRUCTION ACTIVITY NEAR LEGAL DRAINS. 28. 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. 29. CONTRACTOR RESPONSIBLE FOR ACQUIRING RIGHT OF WAY CLEARING PERMIT FROM THE IND/ANA DEPT. OF TRANSPORTATION. LEGEND PROPOSED __fl] �8== PROPOSED SANITARY FORCE MAIN AND SIZE PROPOSED SANITARY SEWER MANHOLE & PIPE EROSION CONTROL � SILT FENCE O D INLET PROTECTION SOCK Sheet List Table ! Page Description 01 Cover Sheet 02 Information Sheet 03 Plan and Profile Sheet - Line Segment S-A and S-B 04 Plan and Profile Sheet - Line Segment F-A 05 Plan and Profile Sheet - Line Segment F-A 06 Plan and Profile Sheet - Line Segment F-A 07 Proposed Lift Station Details 08 Proposed Electrical Building - Structural Plan (Base Bid) 09 Proposed Electrical Building - Arch Floor Plan (Base Bid) 10 Proposed Electrical Building - Elevations (Base Bid) 11 Proposed Overall - Electrical Site Plan 12 Proposed Lift Station - Electrical Site Plan 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Proposed Electrical Building - Electrical Details Proposed Lift Station - Electrical Site Plan Alternate Proposed Electrical Building - Electrical Details Alternate Typical Details Typical Details Typical Details Site Erosion Control Details Existing Lift Station Demolition Plan and Details Proposed Lift Station Site Plan Proposed Lift Station Site Plan - Alternate Proposed Lift Station Access Drive Plan and Profile Proposed Lift Station Access Drive Sections Proposed Lift Station Access Drive Sections MOT WATER t EXISTING 3-WAY FIRE HYDRANT AND VALVE f EXISTING 2-WAY FIRE HYDRANT AND VALVE t EXISTING FLUSH HYDRANT AND VALVE YT YARD HYDRANT ; EXISTING BLOW OFF AND VALVE 6' PRESSURE REDUCING VALVE [!J EXISTING LEAK DETECTION DEVICE @ WATER METER SH SPRINKLER HEAD e EXISTING GATE VALVE @ EXISTING BUITERFLY VALVE 0 EXISTING CHECK VALVE w EXISTING CURB STOP EXISTING WATER MAIN AND SIZE ,· SANITARY SEWER --m-- FORCE MAIN WARNING/ LOCATE POST � EXISTING AIR RELIEF VALVE @@ LIFT STATION AND VALVE PIT ---2 CLEAN OUT e EXISTING SANITARY VALVE 8 SANITARY MANHOLE @ SANITARY GRINDER PUMP SANITARY MAIN/ FORCE MAIN ,. TELECOMMUNICATIONS ---m-- TELEPHONE PEDESTAL �"- FIBER OPTIC WARNING / LOCATE POST [iy] TELEVISION PEDESTAL BURIED TELEPHONE GAS -V- GAS WARNING/ LOCATE POST r, EXISTING GAS VALVE W GAS METER GAS MAIN AND SERVICE LINE ,. SURVEY _. SURVEY POINT/ BENCH MARK & SURVEY MONUMENT v HIGH WATER MARK MUNICIPAL BOUNDARY STORM SEWER ® Uli STORM STRUCTURES � CULVERT TYPE AND SIZE @I STORM MANHOLE ELECTRICAL B ELECTRICAL PEDESTAL "' ELECTRICAL METER -?- fi LIGHT POLE ,.___. UTILITY POLE WITH GUY BURIED ELECTRIC OVERHEAD ELECTRIC MISCELLANEOUS s SIGN , SATELLITE DISH s RIGHT OF WAY MARKER o MAIL BOX o POST 8 MANHOLE • REDUCER -a CAP TREE WOOD FENCE -/ /- WIRE FENCE _, ,_ ELECTRIC FENCE -,-,-,- CHAIN LINK FENCE -Q--Q- HOUSE I HT. I HOUSE TRAILER e RIP RAP REVISIONS 9/18/24 BID SET C 2024 Mi�wt�tern Gnginecrs, Inc. 802 Wc,;1 Ilroadway Street P.O. Bo., 295 Loogootee. lndi"n" 47553 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. a.c. CHECK W.A.E. PROJECT NUMBER 2023083-00 02 02 OF 26 I FILE NUMBER 44325 I Do Not se Plan Previews for Take Off