Loading...
HomeMy WebLinkAboutC020.15 - 2 of 15DIRECTORY....F:\2018\18-3943 10209 Ditch Road\30 SheetDrawings\01-General Sheets\FILE...............3943 General Notes.dwgDIMSCALE..40 LTSCALE....20PLOTTED BY..JMoweryDATE.............Oct 29,2019 - 12:47pmFOR APPROVAL RECOMMENDED CHECKED: DESIGNED: CHECKED: DRAWN: DESIGN ENGINEER DATE SURVEY BOOK HORIZONTAL SCALE VERTICAL SCALE CONTRACT SHEETS PROJECT of DESIGNATION BRIDGE FILE10155 DITCH ROAD PROJECT HAMILTON COUNTY, INDIANA10/31/2019 15 18-3943 N/A N/A PLANS NOTFORCONSTRUCTIONBASH VSE VSE BASH GENERAL NOTES 02 GENERAL NOTESUTILITIES AT&T-DISTRIBUTION CONTACT: JEFF RICE 240 N. MERIDIAN ST., ROOM 1791 INDIANAPOLIS, INDIANA 46204 PHONE: (317) 610-5438 EMAIL: JR2647@ATT.COM CARMEL UTILITIES CONTACT: TODD LUCKOSKI 31 1ST AVE. NW CARMEL, INDIANA 46032 PHONE: (317) 571-2586 EMAIL: TLUCKOSKI@CARMEL.IN.GOV CENTURYLINK CONTACT: DEWAYNE HAMILTON 4625 W. 86TH ST. STE. 500 INDIANAPOLIS, INDIANA 46268 PHONE: (317) 916-2708 EMAIL: DEWAYNE.HAMILTON@CENTURYLINK.COM CITIZENS WATER CONTACT: UTILITY COORDINATION 2150 DR. MARTIN LUTHER KING JR ST. INDIANAPOLIS, INDIANA 46200 PHONE: (317) 927-6038 EMAIL: UTILITYCOORDINATION@CITIZENSENERGYGROUP.COM COMCAST CABLE (INDIANAPOLIS) CONTACT: WILLIAM MORRIS 5330 E. 65TH STREET INDIANAPOLIS, INDIANA 46220 PHONE: (317) 275-6443 EMAIL: WILLIAM.MORRIS@CABLE.COMCAST.COM CROWN CASTLE CONTACT: CRAIG BROWN 800 W. OLIVER AVE., STE. 1 INDIANAPOLIS, INDIANA 46225 PHONE: (317) 819-4648 EMAIL: CRAIG.BROWN@CROWNCASTLE.COM INDIANAPOLIS POWER & LIGHT COMPANY CONTACT: JANET SNODGRASS 1230 W. MORRIS ST. INDIANAPOLIS, INDIANA 46221 PHONE: (317) 261-8617 EMAIL: JANET.SNODGRASS@AES.COM SPECTRUM CONTACT: RON HINRICHS 3030 ROOSEVELT AVE. INDIANAPOLIS, INDIANA 46218 PHONE: (317) 632-9077 EMAIL: RONALD.HINRICHS@CHARTER.COM TRICO REGIONAL SEWER UTILITY CONTACT: JEFF MARTIN 10701 N. COLLEGE AVE., SUITE A INDIANAPOLIS, INDIANA 46280 PHONE: (317) 844-9200 EMAIL: JEFF.MARTIN@TRICO.ECO VECTREN (NOBLESVILLE #1) CONTACT: JON EASTHAM 1800 W. 26TH ST. MUNCIE, INDIANA 47302 PHONE: (765) 287-21191 EMAIL: JEASTHAM@VECTREN.COM 1. ALL PRESSURE PIPING MAY BE INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING OR BY OPENCUT UNLESS REQUIRED TO BE ONE OR THE OTHER AS SHOWN IN THE PLANS. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO PREVIOUS CONDITIONS OR BETTER NO MATTER THE INSTALLATION METHOD. ALL RESTORATION COSTS INCLUDING, BUT NOT LIMITED TO PAVEMENT, DRIVEWAYS, MAILBOXES, FENCING, LANDSCAPING AND DRAINAGE INFRASTURCTURE SHALL BE INCLUDED IN THE COST OF THE PIPE INSTALLATION. 2. ALL PIPE CROSSINGS UNDER S.R. 32 AND NEWCOR RD. SHALL BE COMPLETED BY TRENCHLESS INSTALLATION METHODS. PRESSURE SEWER SHALL BE COMPLETED BY HORIZONTAL DIRECTIONAL DRILLING. GRAVITY SEWER SHALL BE COMPLETED BY JACK AND BORE. 3. PROPOSED LOCATIONS OF LATERALS ARE SUBJECT TO CHANGE DUE TO THE REQUIREMENTS FOR THE CONTRACTOR TO DISCUSS AND VERIFY THE LOCATION WITH THE PROPERTY OWNER. CHANGES TO PROPOSED LATERAL LOCATIONS SHALL BE AT NO ADDITIONAL COST TO THE OWNER. ALL LATERAL LOCATIONS SHALL CONFORM TO THE OWNERS STANDARDS AND CODES AS WELL AS 327 IAC, RULE 6. CONTRACTOR IS RESPONSIBLE FOR DECOMMISIONING EXISTING SEPTIC SYSTEMS, INSTALLATION OF SEWER LATERALS, CONNECTION TO PROPERTY OWNER SEWERS, AND IN SOME CASES, INSTALLATION OF GRINDER PUMP STATIONS AND ELECTRICAL/CONTROLS. SEE SHEET 106 FOR MORE INFORMATION IN THE SEWER LATERAL SUMMARY TABLE. A QUANTITY FOR INSTALLATION OF THE LATERALS INSTALLED OUTSIDE THE R/W IS INCLUDED IN THE PROJECT; HOWEVER, THE LOCATION AND DEPTH OF PIPE OUTSIDE THE R/W IS NO SHOWN SINCE THIS INFORMATION WILL VARY DEPENDING ON THE LOCATION OF THE SEPTIC SYSTEM AND DESIRED LOCATION TO CONNECT TO THE NEW LATERAL. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AND PROVIDE AT LEAST 14 CALENDAR DAYS FOR PROPERTY OWNER TO ESTABLISH THE DESIRED LATERAL LOCATION. CONTRACTOR SHALL VERIFY FEASIBILITY AND LOCATION OF ALL LATERALS AND REPORT FINDINGS TO ENGINEER OR OWNER REPRESENTATIVE BEFORE LATERAL INSTALLATION IS UNDERWAY. ALL RESTORATION COSTS ASSOCIATED WITH WORK OUTSIDE THE R/W SHALL BE INCLUDED IN THE COST OF THE LATERAL PIPE INSTALLATION AND AT NO ADDITIONAL COST TO THE OWNER. 4. PAVEMENT DETAILS VARY DEPENDING ON WHICH ROAD IS IMPACTED. MONTGOMERY COUNTY DETAILS GOVERN C.R. 400 E, C.R. 425 E, AND WINDWOOD LANE. INDOT STANDARD SPECIFICATIONS GOVERN S.R. 32 AND NUCOR ROAD. 5. SIZE, MATERIAL, DEPTH AND LOCATION OF KNOWN EXISTING DRAINAGE OR SANITARY SEWER FACILITIES IS FROM AVAILABLE HISTORIC INFORMATION AND ABOVE-GROUND INSPECTION AND MEASUREMENT. LIMITED CONFINED SPACE ENTRY WAS UTILIZED. THE CONTRACTOR SHALL THEREFORE VERIFY ALL DRAINAGE OR SANITARY SEWER INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS PRIOR TO ANY CONSTRUCTION WHICH WOULD BE IMPACTED BY FACILITIES NOT LOCATED AS SHOWN IN THE CONTRACT DOCUMENTS. THE COST TO CORRECT ANY FACILITIES INSTALLED PRIOR TO VERIFICATION OF EXISTING CONDITIONS BY THE CONTRACTOR SHALL BE AT NO COST TO THE OWNER. DIFFERING CONDITIONS DISCOVERED DURING VERIFICATION WILL BE HANDLED PER THE CONTRACT DOCUMENTS. 6. HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ARE SHOWN, BUT THESE LOCATIONS ARE ESTIMATES AND AREN'T INCLUSIVE OF ALL EXISTING FACILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES DURING CONSTRUCTION. 7. THE LOCATION OF UTILITIES AND STRUCTURES, BOTH SURFACE AND SUBSURFACE, ARE SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF SURVEY AND ARE NOT NECESSARILY COMPLETE OR CORRECT. DETERMINING THE EXACT LOCATION AND PROTECTING UTILITIES AND STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRUCTURES WHETHER SHOWN ON THE PLANS OR NOT. IF DAMAGE IS CAUSED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RESTORATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY OWNER AND FOR ANY RESULTING CONTINGENT DAMAGE AND COST. ALL REPAIRS SHALL BE AT NO COST TO THE OWNER. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY UTILITY WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE OWNER AND THE APPLICABLE UTILITY OWNER. 9. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND BENCH MARKS, SUCH AS STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED, IF THE CONTRACTOR MUST DISTURB THE PROPERTY MARKERS OR MONUMENTS, THEIR HORIZONTAL AND VERTICAL LOCATION SHALL BE DETERMINED AND RECORDED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE DISTURBING. ALL PROPERTY MARKERS AND MONUMENTS DISTURBED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT NO COST TO THE OWNER. 11. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AREA; NO EXTRA COMPENSATION CONNECTED WITH OVERHEAD UTILITIES WILL BE ALLOWED. 12. THE CONTRACTOR IS RESPONSIBLE FOR DUST AND MUD CONTROL FOR THE DURATION OF THE PROJECT. 13. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION TRAFFIC CONTROL AND MAINTENANCE. 14. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION CONTROL AND THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THE PROJECT. 15. THE COST OF ABIDING BY THE PROVISIONS OR PERMITS ISSUED BY VARIOUS AGENCIES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS SHALL ALSO BE CONSIDERED INCIDENTAL TO THE CONTRACT. 16. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNERS OF PROPERTY ON OR NEAR WHICH CONSTRUCTION IS TAKING PLACE. THE CONTRACTOR SHALL DILIGENTLY ATTEMPT TO ACCOMMODATE THE NORMAL ACTIVITIES OF PROPERTY OWNERS ALONG THE PROJECT ROUTE AS WELL. 17. MINIMUM SEPARATION DISTANCES BETWEEN POTABLE WATER FACILITIES AND SANITARY FACILITIES MUST BE MAINTAINED AS DETAILED IN "327 IAC 3, RULE 6, TECHNICAL STANDARDS FOR SANITARY COLLECTION SYSTEMS". IT IS EMPHASIZED THAT A MINIMUM OF 10' OF SEPARATION BE PROVIDED HORIZONTALLY BETWEEN POTABLE WATER FACILITIES AND THE EXTERIOR OF SANITARY STRUCTURES, INCLUDING PRECAST MANHOLES AND POURED-IN-PLACE STRUCTURES. 18. CONSTRUCTION SHALL COMPLY, AT A MINIMUM, WITH 327 IAC 3, RULE 6,TECHNICAL STANDARDS FOR SANITARY COLLECTION SYSTEMS. 19. ALL FLEXIBLE AND SEMI-RIGID GRAVITY PIPE SHALL BE DEFLECTION TESTED PER THE CONTRACT DOCUMENTS USING A CORRECTLY SIZED MANDREL FOR THE SPECIFIED DEFLECTION LIMIT. TESTING WILL NOT BE ACCEPTED IF IT OCCURS SOONER THAN 30 DAYS AFTER INSTALLATION AND BACKFILL. 20. ALL SANITARY GRAVITY PIPE IS TO BE TESTED FOR WATERTIGHTNESS. ALL PIPES SHALL BE TESTED USING THE LOW PRESSURE AIR TEST PER THE CONTRACT DOCUMENTS. 21. WORK NOT SPECIFIED FOR PAYMENT AS OR PART OF A SPECIFIC PAY ITEM SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT BY THE CONTRACTOR. 22. COORDINATION AND PROPER FIT OF ALL PROJECT ELEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL CONDUCT A PRE-CONSTRUCTION STAKEOUT OF THE PROJECT ELEMENTS TO VERIFY THE COORDINATES PROVIDED. SUSPECTED ERRORS OR DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER AND RESOLVED BEFORE CONSTRUCTION BEGINS. 23. THE CONTRACTOR SHALL ATTEND ONE PUBLIC MEETING CONCERNING THE PROJECT. 24. THE CONTRACTOR SHALL PRACTICE WORKPLACE RECYCLING OF ALL REFUSE GENERATED BY EMPLOYEES AND VISITORS AND AS A RESULT OF CONSTRUCTION. THIS SHALL INCLUDE, AS A MINIMUM, PROVIDING SEPARATE DEPOSITORIES FOR EACH UNIQUE RECYCLABLE MATERIAL AND DELIVERY OF SAME TO A LOCAL RECYCLING FACILITY. THE CONTRACTOR SHALL DOCUMENT ALL RECYCLING ACTIVITIES FOR REVIEW BY THE ENGINEER. THE COST OF THE CONTRACTOR'S RECYCLING PROGRAM SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. 25. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR DISPOSAL OF HAZARDOUS MATERIALS, INCLUDING PROVIDING DOCUMENTATION OF LEGAL DISPOSAL FOR REVIEW BY THE ENGINEER. THE COST OF THIS DISPOSAL AND MANAGEMENT SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. 26. CONTRACTOR SHALL NEATLY TRIM BRANCHES OR LIMBS WITHIN THE R/W THAT ARE IMPACTED BY EQUIPMENT OR IN THE WAY OF THE WORK. NO TREE SHALL BE CUT WITHOUT THE PRIOR WRITTEN PERMISSION OF THE ENGINEER OR OWNER UNLESS DESIGNATED BY THE CONTRACT DOCUMENTS FOR REMOVAL. 27. CONTRACTOR SHALL SURVEY ROAD CROSS-SECTIONS PRIOR TO CONSTRUCTION FOR USE IN RESTORATION. SEE SPECIFICATION SECTION 01050 FOR REQUIREMENTS. 28. IN GENERAL, FLOWABLE BACKFILL IS TO BE USED WITHIN 5' OF PAVEMENTS. 29. CONTRACTOR SHALL PROVIDE SAFE, CONTINUOUS VEHICULAR ACCESS TO ALL PROPERTIES FOR NORMAL DAILY USE AND FOR EMERGENCY SERVICES. SUCH ACCESS SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, PROVIDING, INSTALLING AND MAINTAINING TEMPORARY GRAVEL OR HMA ROADWAY ON OR ADJACENT TO EXISTING ROADS ANYWHERE NORMAL ACCESS IS HAMPERED BY CONSTRUCTION ACTIVITIES. PARTICULAR CARE IS TO BE GIVEN TO ROADS WITHOUT MULTIPLE ENTRANCES, SUCH AS CUL-DE-SAC AND DEAD ENDS. CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SHALL PROVIDE ANY SIGNAGE OR FLAGGING THAT MAY BE REQUIRED OR, IN THE OPINION OF THE ENGINEER OR OWNER, BE NECESSARY TO PROVIDE ADEQUATE ACCESS. ALL TEMPORARY ACCESS SHALL BE REMOVED AND ALL DISTURBED SURFACES SHALL BE RESTORED BY THE CONTRACTOR, THE COST FOR THIS SHALL BE PAID FOR AS PROVIDED IN THE TECHNICAL SPECIFICATION SECTION 01025. 30. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND CONTINUED SERVICE OF ALL EXISTING UTILITIES, INCLUDING ALL INDIVIDUAL SERVICE LINES. THE CONTRACT DOCUMENTS DO NOT DISTINGUISH BETWEEN MAIN UTILITY LINES AND INDIVIDUAL SERVICE LINES REGARDING PROTECTION, SUPPORT, COORDINATION AND CONTRACTOR RESPONSIBILITY. CONTRACTOR SHALL PROVIDE A CRADLE OF FLOWABLE FILL UP TO THE CENTERLINE OF EXISTING GAS, WATER AND SEWER UTILITY MAINS AT ALL LOCATIONS WHERE THE NEW WORK CROSSES UNDERNEATH. THE FLOWABLE BACKFILL CRADLE WILL NEED TO EXTEND, AS A MINIMUM, ALONG THE EXISTING UTILITY FROM ONE WALL TO THE OTHER OF THE NEW SEWER, NEW LATERAL, NEW SERVICE LINE OR NEW CULVERT TRENCH, AND ALONG THE NEW SEWER, NEW LATERAL, NEW SERVICE LINE OR NEW CULVERT AT LEAST 2 FEET ON EACH SIDE OF THE EXISTING UTILITY EXTERIOR. 31. FOR THE DURATION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT AND ADJUST, IF IMPACTED BY THE PROJECT, WATER MAIN VALVE CASTINGS AND BOXES, GAS MAIN VALVES AND GAS SERVICE LINE CASTINGS AND BOXES, SANITARY SEWER CASTINGS, COMBINATION SANITARY-STORMWATER CASTINGS, THERMAL CASTINGS AND BOXES, AND WATER SERVICE LINE CURB BOXES. 32. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE REQUIRED SAFE CLEARANCE FROM OVERHEAD ELECTRICAL WIRES. ENCROACHMENT ON EXISTING EASEMENTS NOT DESIGNATED ON THE PLANS IS NOT PERMITTED UNLESS PERMISSION IS GRANTED, IN WRITING, FROM THE OWNER. 33. THRUST BLOCKING AND/OR RESTRAINED JOINTS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION AND AFTER REVIEW BY ENGINEER. 34. WHERE HORIZONTAL LOCATIONS ARE NOT SHOWN IN THE PLANS, CONTRACTOR SHALL LOCATE THE APPROPRIATE INFRASTRUCTURE BASED ON THE SCALE PROVIDED. HORIZONTAL LOCATIONS PROVIDED IN THE PLANS ARE INTENDED TO ALLOW THE CONTRACTOR FLEXIBILITY TO AVOID CONFLICTS AND REDUCE IMPACTS TO EXISTING INFRASTRUCTURE. THIS FLEXIBILITY SHALL NOT RELIEVE THE CONTRACTOR FROM VERTICAL LOCATION REQUIREMENTS ESTABLISHED IN THE PLAN. ALL GRAVITY SEWERS SHALL BE INSTALLED AT THE VERTICAL LOCATION ESTABLISHED IN THE PLANS. 04/14/22