Loading...
HomeMy WebLinkAboutC013.0 SWPP BMP Details & NotesCIVIL SEAL12345CBAJOB NO.ISSUED FOR:REVIEWRECORDCONSTRUCTIONPERMITREV.DATE DESCRIPTION A 10/10/19 ISSUED FOR REVIEW 70% SET 520 South Main Street, Suite 2531Akron, OH 44311330.572.2100 Fax: 330.572.2102B 11/19/19 ISSUED FOR REVIEW 90% SET ---------10/10/19CARMEL, IN 46033 12120 BROOKSHIRE PKWY BROOKSHIRE GOLF CLUB 2019706.07DESIGNERPROJECT MANAGERTTPLJBDrawing Name: O:\2019\2019706 INDY MISC\07 Brookshire Golf Club City Of Carmel\DWG\CD\Brookshire Golf Club CDs.dwgNovember 19, 2019 3:43 PM - lbarker C-3GENERAL SITE CONSTRUCTION NOTES THE CONSTRUCTION OF THE SITE REQUIRES A CERTAIN SEQUENCE OF EVENTS TO MINIMIZECONSTRUCTION TIME REQUIRED UNTIL AVAILABILITY OF CELLULAR TELEPHONE SERVICE. VERIFYSCHEDULE DURING BID WALK.THE VERIZON WIRELESS CONTRACTOR (VZW GC) INSTALLING THE PLATFORM SHALL ENSURE THATTHE PLATFORM IS ALIGNED BASED ON THE VERIZON WIRELESS RF PLAN. DURING THIS WORK, THEGENERAL CONTRACTOR SHALL BE LIMITED TO THE WORK WHICH CAN BE PERFORMED OUTSIDETHE VICINITY OF THE TOWER.THE GENERAL CONTRACTOR AND SHALL REMOVE ALL TRASH AS CREATED BY HIMSELF AND HISSUBCONTRACTORS. TRASH SHALL BE REMOVED FROM THE SITE IN A TIMELY FASHION TO ALEGAL DISPOSAL AREA. THE GENERAL CONTRACTOR SHALL ALSO REMOVE ALL TRASH CREATEDBY OTHER CONTRACTORS INCLUDING CABLE REELS, CARDBOARD BOXES AND PACKING. NOBURNING OR BURYING OF TRASH IS PERMITTED.THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE TOILET FOR THEDURATION OF THE CONSTRUCTION PROJECT.A. THE GENERAL CONTRACTOR SHALL VERIFY THE EQUIPMENT PAD FOUNDATION IS LOCATEDCORRECTLY WITH RESPECT TO THE TOWER FOUNDATION. THE CONTRACTOR MUST NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES PRIOR TO POURING CONCRETE.B. ALL UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANYCONSTRUCTION ON THIS PROJECT. CONTACT UNDERGROUND UTILITY PROTECTION SERVICEBEFORE YOU DIG AT 1-800-382-5544 OR 811.C. EXISTING UTILITIES ARE SHOWN FROM THE SURVEY AND ARE NOT NECESSARILYCOMPLETE AND ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE, EXPOSEAND DETERMINE IF CONFLICTS EXIST WITH THE NEW IMPROVEMENTS. THE CONTRACTORSHALL NOTIFY THE ENGINEER (A&E FIRM) IN ORDER TO RESOLVE ANY CONFLICTS.THE GENERAL CONTRACTOR AND ALL OF THEIR SUBCONTRACTORS THAT DO ANY WORK ONTHIS PROJECT SHALL BE CURRENTLY LICENSED TO PERFORM WORK IN THE LOCATION OFTHIS SITE. PROOF OF LICENSES SHALL BE SUPPLIED TO VERIZON WIRELESS PRIOR TO THECOMMENCEMENT OF ANY WORK.ALL DISTURBED AREAS SHALL BE REPAIRED AND SEEDED BY THE GENERAL CONTRACTOR,UNLESS OTHERWISE NOTED. SEED DISTURBED AREAS W/4 POUNDS/1000 SQ. FT. - 60%KENTUCKY BLUEGRASS, 18% CREEPING RED FESCUE, 22% ANNUAL RYEGRASS.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL REQUIRED TRAFFIC CONTROLDEVICES IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ORGOVERNING LOCAL AGENCIES.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING NEEDED TOCOMPLETE ALL THE CONSTRUCTION SHOWN HEREON. CONTACT DESIGN ENGINEER TOSCHEDULE CONSTRUCTION STAKING.15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PROPERTYRESULTING FROM THE CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO PAVEMENT,FINISHED GRADES, LANDSCAPING, BUILDINGS, SURVEY MARKERS, FIELD TILES, CULVERTS, ETC.16. IN THE EVENT ANY DISCREPANCIES OR ERRORS ARE FOUND ON THESE PLANS OR ANYCONFLICT OR PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE GENERALCONTRACTOR SHALL NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. NOADDITIONAL COMPENSATION WILL BE PAID TO THE GENERAL CONTRACTOR FOR WORK HAVINGTO BE REDONE FOR GRADE OR GEOMETRIC DISCREPANCIES IF NOTICE TO THE ENGINEER HASNOT BEEN PROVIDED. THE ENGINEER RESERVES THE RIGHT TO MAKE MINOR ADJUSTMENTS ASNECESSARY TO ACCOMPLISH THE INTENT OF THESE PLANS.17. ALL SITE WORK AND CONSTRUCTION SHALL CONFORM TO ANY AND ALL APPLICABLE CODESAND VERIZON WIRELESS STANDARDS AND SPECIFICATIONS.19. THE GENERAL CONTRACTOR SHALL MAINTAIN A COMPLETE AS-BUILT SET OF PLANS ANDCONDITIONS, AND SUBMIT SAME TO THE ENGINEER WITHIN 7 DAYS OF COMPLETION OFCONSTRUCTION. AS-BUILT PLANS SUBMITTED TO THE ENGINEER SHALL INCLUDE A DRAWING WITHDIMENSIONS SHOWING THE LOCATION OF THE UNDERGROUND UTILITIES, GROUNDING GRID,EQUIPMENT PAD, TOWER FOUNDATION, TOWER PLATFORM ORIENTATION, AND FENCE WITHIN THELEASE AREA OR PROPERTY AND BE CERTIFIED BY A LICENSED PROFESSIONAL SURVEYOR.20. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL GOVERNINGAGENCIES THAT REQUIRE SITE INSPECTION OF THE WORK AND/OR SIMPLY NOTIFICATION.C. THE GENERAL CONTRACTOR SHALL VERIFY THE TOP OF FOUNDATIONMATCHES THE FAA APPROVAL LETTER.18. ALL ELEVATIONS AND TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY SUPPLIEDTO GPD GROUP, INC. BY BENCHMARK SERVICES, INC. GPD GROUP, INC HAS NOT VERIFIED THISINFORMATION AND DOES NOT WARRANT ANY INFORMATION SUPPLIED BY OTHERS.A. FIELD VERIFY THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES PRIOR TOEXCAVATING IN THE VICINITY OF THE SITE. ALL EXCAVATIONS SHALL BE MADE BY HAND OVEROR UNDER OR IMMEDIATELY ADJACENT TO ANY EXISTING UTILITIES & GROUNDING.B. TOWER & FOUNDATION DESIGN ARE BY OTHERS FOR TOWER OWNER. PRIOR TOCONSTRUCTION THE CONTRACTOR SHALL VERIFY IN WRITING FROM TOWER OWNER THAT THETOWER IS STRUCTURALLY SUFFICIENT TO SUPPORT ALL LOADINGS AS OUTLINED IN THESEDOCUMENTS. TOWER AND FOUNDATION DESIGN SHALL BE PERFORMED BY A LICENSEDENGINEER.1. SCHEDULE:2. TOWER OWNER REPRESENTATIVE:PROPERTY OWNER REPRESENTATIVE:3. ANTENNA INSTALLATION:4. ACCESS DRIVEWAY:8. TRASH REMOVAL & SANITATION:9. TOWER:10. EXCAVATION OF UTILITIES:FIBER OPTIC SERVICE PROVIDED BY:11. CONTRACTOR'S LICENSE:12. SEEDING:13. TRAFFIC CONTROL:14. CONSTRUCTION STAKING:GENERAL SITE CONSTRUCTION NOTESTHE GENERAL CONTRACTOR SHALL CONSTRUCT THE ACCESS DRIVE PER THE ALIGNMENT ASSHOWN ON THESE DRAWINGS. IF ANY AREA OF CONSTRUCTION REQUIRES ADDITIONAL FILL OFAGGREGATE STONE THAN SHOWN ON THE DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFYTHE ENGINEER FOR APPROVAL OF THE SIZE, TYPE AND QUANTITY OF STONE/FILL NECESSARY ANDSHALL NOT BE USED UNTIL APPROVAL BY THE ENGINEER. THE GENERAL CONTRACTOR SHALL ALSOOBTAIN DRIVE PERMIT FOR NEW ACCESS DRIVE.FIBER PROVIDER TO BE DETERMINED24. WORK SITE SAFETY:A. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THECONTRACTOR ARE RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS ANDLIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITEDTO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVEEQUIPMENT USAGE, DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURESWHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB-CONTRACTORSSHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANYPROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. ALLCONTRACTORS SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, ANDLOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVEOF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. B.TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWERWORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TOENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BYOSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BEPROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL PROTECTIONPROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED ANDENFORCED BY THE CONTRACTOR.C.ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRYSCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLECODES AND STANDARDS.F. GEOTEXTILE FABRIC - AFTER PLACEMENT AND COMPACTION OF FILL WITHIN THE WORK AREAAND BEFORE THE PLACEMENT OF LIMESTONE AGGREGATE, (SEE SITE AREA SURFACING DETAIL OND-1), THE ENTIRE DISTURBED WORK AREA SHALL BE COVERED WITH A GEOTEXTILE FABRIC. THISFABRIC SHALL BE "TENCATE (MIRAFI 500X) WOVEN ENGINEERING FABRIC" INSTALLED ACCORDINGTO THE MANUFACTURERS RECOMMENDATIONS.E. EROSION CONTROL - MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OFTHE PROJECT.1. ALL INLETS, DRAINS, PIPES, SWELLS, AND ROADS SHALL BE KEPT CLEAN AND FREE OF DIRTAND SILT.C. STOCKPILING MATERIAL (TOP SOIL OR FILL DIRT) - SHOULD BE PLACED IN AN AREA THATCAN BE CONTROLLED TO PREVENT WATER, SNOW, OR ICE FROM EFFECTING MOISTURECONTENT. STOCKPILES MAY HAVE TO BE COVERED TO PREVENT ADDITIONAL MOISTURE FROMACCUMULATING SO ACCEPTABLE FILL CAN BE USED.B. MOISTURE CONTROL - UNIFORMLY MOISTEN OR AERATE SUB-GRADE AND EACHSUBSEQUENT FILL OR BACK FILL LAYER BEFORE COMPACTION TO WITHIN 90% OF OPTIMUMMOISTURE CONTENT. DO NOT PLACE BACK FILL OR FILL MATERIAL ON SURFACES THAT AREMUDDY, FROZEN OR CONTAIN FROST, SNOW OR ICE.4. SITE GRADING AND DRAINAGE SHOULD BE CONSTRUCTED TO PREVENT WATER FROMENTERING THE COMPOUND SURFACE OR THE ACCESS ROAD SUB-GRADE.3. DITCHES/SWALES AROUND THE COMPOUND AREA AND ALONG ACCESS ROAD SHALL BECONSTRUCTED SO TO PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING GRADES/SLOPEAND NEW PROPOSED GRADES.2. COMPOUND SURFACE SHALL BE COMPACTED TO A 95% MAXIMUM DRY DENSITY TO ALLOWPROPER STERILIZATION FOR ACCESS TO ALL CUSTOMERS DENSITY TESTING MAY BEREQUIRED AT VERIZON WIRELESS' DISCRETION DUE TO QUESTIONABLE COMPACTION OFFINISH SURFACE GRADE OR SUB-GRADE.1. COMPOUND SURFACE GRADES ARE TO BE SLOPED TO DIRECT WATER AWAY FROMEQUIPMENT PAD AND TOWER TO PREVENT STANDING AND PONDING WATER.A. UNIFORMLY GRADE AREA TO BE SMOOTH SURFACE FREE FROM IRREGULAR SURFACECHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTION,TOPO LINES AND ELEVATIONS INDICATED.D. DE-WATERING - PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROMENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUB-GRADE, AND FROM FLOODINGPROJECT OR BUILD AREA.7. SITE GRADING22. PRIOR TO THE SUBMISSION OF BIDS, THE GENERAL CONTRACTOR AND HISSUBCONTRACTORS SHALL VERIFY ALL DETAILS AND SCHEDULES ON THE DRAWINGS ANDSPECIFICATIONS PROVIDED BY THE OWNER, FOR MEANING OF ABBREVIATIONS AND ADDITIONALREQUIREMENTS AND INFORMATION. CHECK ALL CONSTRUCTION DOCUMENTS TO INCLUDE, BUTNOT LIMITED TO, GEOTECHNICAL REPORT, STRUCTURAL ANALYSIS, TOWER, MECHANICAL ANDELECTRICAL DRAWINGS, FOR SCALE, SPACE LIMITATIONS, DOOR SWINGS, ADJACENT CARRIEREQUIPMENT COORDINATION AND ADDITIONAL INFORMATION, ETC. REPORT ANY DISCREPANCIES,CONFLICTS, ETC. TO THE OWNER BEFORE SUBMITTING BIDS.21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION AND COORDINATIONOF ALL TESTING AGENCIES THAT REQUIRE SITE INSPECTION OR TESTING OF THE WORK ASDIRECTED IN THESE PLANS, GOVERNING AGENCIES AND ALL APPLICABLE CODES.ELECTRIC SERVICE PROVIDED BY:THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION AND PROPER BACKFILLING OFTRENCHES AND SUPPLY CONDUIT REQUIRED FOR UNDERGROUND TELEPHONE & ELECTRICALUTILITIES. ALL TRENCHING SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY INACCORDANCE W/ASTM D-1557.THE CONTRACTOR SHALL FURNISH AND INSTALL A PRECAST TRANSFORMER VAULT PER PLAN ANDVERIFIED WITH DUKE ENERGY PRIOR TO INSTALLATION. THE CONTRACTOR SHALL INSTALL (1) 4"SDR31 HDPE CONDUIT w/PULLTAPES BORED TO EXISTING POWER SOURCE PER DUKE ENERGYDESIGN. THE CONTRACTOR SHALL RUN AN ELECTRICAL TRENCH WITH 4" CONDUIT ANDDETECTABLE PULL TAPE FROM THE NEW TRANSFORMER PAD AND END AT THE NEW METER BASEON BUILDING WALL. THE ELECTRICAL PROVIDER WILL THEN RUN UNDERGROUND CONDUCTORSFROM THE NEW TRANSFORMER TO THE EXISTING POWER SOURCE, CONTACT RYAN LONBERGER @317-349-9423, WITH DUKE ENERGY BEFORE BEGINNING CONSTRUCTION TO VERIFY LOCATION OFCONDUIT AND TRANSFORMER. CONDUITS MUST HAVE A MINIMUM DEPTH OF 36". CONTRACTORSHALL CONTACT ELECTRIC PROVIDER TO HAVE TRENCH AND CONDUIT INSPECTED BEFORE THETRENCH IS COVERED, THE ELECTRIC PROVIDER SHALL SUPPLY SERVICE TO THE NEW METERBASE. THE CONTRACTOR SHALL CONTACT DUKE ENERGY TO SETUP AN INSPECTION OF THETRENCHES BEFORE THEY ARE BACKFILLED. THE CONTRACTOR SHALL PROPERLY BACKFILL THETRENCHES AFTER INSPECTION AND SETTLEMENT. CONTACT ELECTRIC PROVIDER THREE TO FOURWEEKS PRIOR TO CONSTRUCTION FOR NEW SERVICE AND COORDINATION OF ACCESS TO SITE.THE CONTRACTOR SHALL CONTACT RYAN LONBERGER FOR A COPY OF THEIR SPECIFICATIONSBEFORE CONSTRUCTION5. GENERAL CONTRACTOR RESPONSIBILITIES6. UTILITIES:DUKE ENERGYADDRESS: 100 S. MILL CREEK ROADNOBLESVILLE, IN 46062CONTACT: RYAN LONBERGERPHONE: 317-349-9423EMAIL: Ryan.lonberger@duke-energy.comCITY OF CARMEL REDEVELOPMENTCOMMISSION30 MAIN ST W STE 220CARMEL, IN 46032BOB HIGGINS317-249-2716bhiggins@carmel.in.govCITY OF CARMEL REDEVELOPMENTCOMMISSION30 MAIN ST W STE 220CARMEL, IN 46032BOB HIGGINS317-249-2716bhiggins@carmel.in.govDO NOT SCALE THESE DRAWINGS, VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANYDISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTPRIOR TO STARTING WORK.GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALLPERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. REQUIRED PERMITSINCLUDE, BUT ARE NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, OROTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. GENERAL CONTRACTOR WILL PAYFOR "CONNECTION FEES" TO PAY FOR TEMPORARY ASSOCIATED WITH UTILITY PERMITS. G.C.REQUIRED FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER.GENERAL CONTRACTOR SHALL COMPLY WITH ALL CITY APPROVED "CONDITIONS OF APPROVAL"RELATING TO THE CONSTRUCTION OF THIS PROJECT.GENERAL CONTRACTOR SHALL PROVIDE EACH SUBCONTRACTOR WITH A COMPLETEAGENCY-PERMITTED DRAWING SET AT TIME OF CONSTRUCTION.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE PROJECT ARCHITECT ORENGINEER FOR REVIEW AND COORDINATION. REFER TO STRUCTURE DRAWINGS FOR SPECIFICDESIGN AND SUBMITTAL REQUIREMENTS. FABRICATION SHALL NOT COMMENCE UNTIL SHOPDRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ARCHITECT AND, IF REQUIRED, APPROVED BYLOCAL AGENCIES.