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HomeMy WebLinkAboutC002 - GENERAL NOTESGENERAL NOTES Wz:M- 1 Rs L�7nel EROSION CONTROL NOTES EXISTING LEGEND 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 2. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTON DEBRIS AND CONSTRUCTION TRAFFIC AT ALL TMES. 3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL POINTS DURING DEMOUTON AND CONSTRUCTON. 4. ALL UTILITY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY VARIATION EXISTS. 5. MAINTAIN EXISTING UTUTIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLMON AND CONSTRUCTON OPERATIONS. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS MOM ACTUAL FIELD CONOMONS, THE CONTRACTOR SHALL NOT" ENGINEER IMMEDIATELY. EXISTING TOPOGRAPHY NOTES 1. EXISTING TOPOGRAPHY IS PROVIDED BY: AMERICAN STRUCTUREPOINT, PROJECT: 2018.00290 DATED: NOVEMBER 6, 2018. DEMOLITION NOTES 1. CLEAR AND GRUB ALL TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 2. PROTECT TREES TO REMAIN DURING CONSTRUCTION. 3. PLANT MATERIALS TO REMAIN, TO BE PROTECTED BY TREE FENCE WHICH ENCOMPASSES ITS DRIP UNE. NO CONSTRUCTON EQUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATED WITHIN TREE PROTECTON BOUNDARIES. NO DEMOUTFON CAN OCCUR UNTIL TREE PROMOTION IS APPROVED BY THE OWNER. 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING STRUCTURES, FENCES, CONCRETE, ASPHALT PAVEMENT AND OTHER MISCELLANEOUS APPURTENANCES OFF SITE, UNLESS NOTED TO REMAIN OU ME CONTRACT DRAWINGS. 5. DEMOUSH FOUNDATONS AND OMER BELOW -GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL. 6. COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OF STRUCTURES, 'NTH COMPACTED GRANULAR BACKFILL. 7. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. 8. CONDUCT DEMOLITION AND CONSTRUCTION OPERATONS TO ENSURE MINIMAL INTERFERENCE WTH STREETS, WALKS AND OTHER ADJACENT OCCUPIED FACIUTES. 9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUMORMES HAVING JURISDICTON. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. 10. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOUTON AND CONSTRUCTION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT STRUCTURES AND OTHER FACILITIES AND INJURY TO PERSONS. 11. PROMPTLY REPAIR DAMAGE TO ADJACENT FACILITIES CAUSED BY DEMOUTON AND CONSTRUCTION OPERATIONS. 12. ALL UPUTES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. 13. NO ON -SITE BURNING 15 PERMITTED. 14. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TMES. 15. DEMOUTON ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WTH NEW CONSTRUCTON. EI8.3114:161WN41CIF.AII•LIYF 1134•Y�9.L111-111J9►SN19:RP;;IDIR4P..Idl4.[NC[HIT4L1111IRUN SITE NOTES 1. ALL PARKING STRIPES ARE TO BE 4' PAINTED (MITE). ADA ACCESSIBLE PARKING STRIPES SHALL BE 4- PAINTED (BLUE). 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 3. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, MERE APPLICABLE. 4. ALL DIMENSIONS ARE PARALLEL 'WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING UNES, UNLESS OTHERWISE NOTED. 5. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY 6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITONS ALL AREAS MERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPUERS AFTER CONSTRUCTION WORK IS COMPLETE. 7. EXISTING PAVEMENT TO BE SAW OUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 8. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED PATH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 9. CONCRETE SAW CUTTING SHALL BE DONE AS SOON AS POURED CONCRETE HAS CURED AND CAN SUPPORT HEIGHT. PROVIDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT. 10. ALL JOINTS ARE TO CONTINUE THROUGH ME CURB. 11. RADIAL JOINTS SHALL BE NO SHORTER THAN 1.5'. 12. CONTRACTOR SHALL USE A THICKENED EXPANSION JOINT AROUND THE PERIMETER OF ANY BLOCK OUT IN THE CONCRETE PAVING. 13. ALL CONSTRUCTION JOINTS SHALL BE SAYM, CLEANED OF DEBRIS, BLOM DRY AND IMMEDIATELY SEALED WITH THE APPROPRIATE SEALANT ACCORDING TO MANUFACTURER'S DIRECTIONS. 14. ALL MATERIALS TO BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATON STANDARD SPECIFICATIONS RELATVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 15. ALL SIDEWALKS SHALL COMPLY WTH ADA STANDARDS. MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM LONGITUDINAL SLOPE OF 1:20. 16. CHAMFER ALL ENDS OF CURBS. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Catmaell �VT�LUt�D*141WML DATE: \ 06/07/19 1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE MEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND/OR UTUTY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. THE CONTRACTOR SHALL NOTFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY ME APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTIUTIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTON. SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATIONS OF UTILITIES FOR THEIR GAIN WORK. 4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES, HANDHOLES, CASTINGS, IRRIGATON SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE AT HIS/HER OWN COST. 5. AFTER STRIPPING TOPSOIL MATERIAL. PROOFROUL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC THE DUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 15 TONS, THE TRES SHALL BE OPERATED AT INFLATION PRESSURES BETWEEN 70-80 PSI UNLESS OTHERWISE NOTED BY THE GEOTECHINICAL ENGINEER. THE TMES SHALL BE INFLATED WITH AIR ONLY, NO LIQUID SHALL BE USED. THE PROOFROLL SHALL BE COMPLETED UNDER INSPECTION OF SOILS FIRM TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL PALL BE DETERMINED AT THE TIME OF CONSTRUCTON. 6. PROVIDE POSITIVE DRAINAGE WTHOUT PONDING IN ALL AREAS. AFTER INSTALLATION. CONTRACTOR TO LEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITONS. 7. ALL PROPOSED SPOT ELEVATONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. e-It:14all 93e193FAIaii 001011111ifaxiiI alIIJ-iIRTH:L1Ua41:11GU[e1CF9844ia@I1P:.IH;UIla41%LUIII !IM12I6D/U4IM 9. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFRLED COMPLETELY WTH SELECT GRANULAR MATERIAL IF WIMIN 5 FEET OF PAVEMENT. 10. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILLS OR PIPES ENCOUNTERED DURING CONSTRUCTON AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH ANY CIRCUMSTANCES MERE THIS CANNOT BE ACCOMPUSHED. 11. DUE TO SITE CONSTRAINTS, THE EARTHWORK FOR THE SITE AS DESIGNED MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 12. CONTRACTOR TO STABIUZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTON PREVENTON PLAN OR GOVERNING AUTHORITY. UTILITY NOTES 1. SITE URLMES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE MEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/oR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTON IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SIZE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY ME APPROPRIATE UTILITY COMPANIES. MEN EXCAVATING AROUND OR OVER EXISTING UTLITES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATIONS OF UTILITIES FOR THEIR OWN WORK. 4. CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS, VALVES. HANDIAG ES, CASTINGS, IRRIGATION SYSTEM, UTIUTY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE. 5. ALL UTIUTY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTIUTY AGENCY HAVING JURISDICTION. 6. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY PATH SELECT GRANULAR MATERIAL IF THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT. 7. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILMES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS Atli THRUST BLOCKS REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. 8. IN THE EVENT OF A CONFLICT BETWEEN WATER ONES AND STORM DRAINS, ME CONTRACTOR SHALL EITHER ADJUST THE WATER LINE DOWNWARD IN SUCH A MANNER SO THAT ME PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS AND CROSSINGS. 9. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERUNE OF UTILITIES AND STRUCTURES. 10.ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE PATH THE CITY OF CARMEL STORMWATER SPECIFICATONS, LATEST EDITON. DISCREPANCIES BETWEEN THE PLANS AND THE STORMWATER SPECIFICATONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE STORMWATER SPECIFICATONS. 1. CONTRACTOR SHALL INSTALL ALL PERIMETER SILT FENCE AND SEDIMENT CONTROL BARRIERS PRIOR TO CLEARING AND GRADING. 2. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 3. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 4. LAND ALTERAATN WHICH STRIPS THE LAND OF VEGETATON, INCLUDING RE -GRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SIZE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED, CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND RE -DISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATON OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WTH FILTER FABRIC. 10. THE SITE IS NOT LOCATED WTHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, IN, MAP NUMBER 18057CO22]G, DATED NOVEMBER 19, 2014. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. UN -VEGETATED AREAS THAT ARE SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE MUST BE TEMPORARILY OR CONTROL MEASURES ADEQUATE TO PREVENT SEDIMENT DISCHARGE. E. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. c. INSTALL INLET PROTECTION AROUND INLETS IMMEDIATELY UPON COMPLETION OF THE STRUCTURE. REMOVE INLET PROTECTION FOR PAVING OPERATON. REPLACE INLET PROTECTION AFTER PAVING IS COMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABUSHED ON SEEDED AREAS BEHIND ME CURB. 12. PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND PONDS TO DESIGNED GRADES. 13. CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL BARRIERS ONCE CONSTRUCTON 15 COMPLETE AND THE SITE HAS BEEN STABIUZED. 14. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL STORMWATER SPECIFICATIONS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE STORMWAMR SPECIFICATONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE STORMWATER SPECIFICATONS. 15. ADDITONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. 19 AIR CONDITIONER b POWER POLE BEEHIVE INLET 0 RIGHT OF WAY MONUMENT ® BUSH YY SPRINKLER CONTROL VALVE ® CURB INLET SIGN OO CLEAN OUT © SANITARY MANHOLE Q DRAINAGE MANHOLE A TEMPORARY BENCH MARK m ELECTRIC METER BOX $ TELEPHONE PEDESTAL -D ELECTRIC PEDESTAL 0 TRANSFORMER )E( ELECTRIC CROSS BOX Q TREE FIRE HYDRANT 19 TRAFFIC POLE ® GAS METER ® TV HANDHOLE TV PEDESTAL ® INLET fY UGHT POLE WATER VALVE 30 MAILBOX ¢ YARD LIGHT MANHOLE otr OVERHEAD TRAFFIC LINE PINE • POST BENCHMARK DATA BENCH INFORMATON (88 DATUM) FOR BASE #900 USED OPUS SOLUTION 04752980.18o ASI BASE 900 ELEV. 783.41 ASI TBM 90 CUT SQUARE CONC BASE OF SW UGHT POLE IN MEDICAL BUILDING PARKING LOT. ELEV: 783.65 ASI MM 91 ELEV. 787.38 GEOTECHNICAL & ENMRONMENTAL NOTE: 1. CONTRACTOR SHALL SEEM TO THE FGEOMCHNICAL ENGINEERING INVESTIGATION FOR THE PROPOSED URGENT CARE FACILITY BY ATC, PROJECT NUMBER 170GCOO754. DATED JANUARY 7. 2019 FOR INFORMATION ABOUT SOIL CONDITIONS. GENERAL NOTES: 8. WHERE CURB REMOVAL IS REQUIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT. 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO ME SATISFACTION OF THE 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF CITY AT THE COMPLETION THE PROJECT. THE EXISTING UTUTES PRIOR TO COMMENCING ANY CONTRACTOR IS ENCOURAGED TO INSPECT THE E CONSTRUCTON. CONTACT ENGINEER IF VARIATON RIGHT-OF-WAY W11THE CITY PRIOR THE START EXISTS. TO DOCUMENT THE EXISTING OF CONSTRUCTIONT EXISTING CONDITION OF THE RIGHT-OF-WAY. 3, SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, MATERIALS AND CONSTRUCTON DETAILS FOR WORK 4. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF WITHIN PUBLIC RIGHT-OF-WAY SHALL CONFORM TO UTILITIES PRIOR TO COMMENCING ANY EXISTING ILI CITY OF CARMEL REQUIREMENTS, INDOT STANDARD CONSTRUCTON. T CONTACT ENGINEER IF VARIATION DETOUR SHEETS AND SPECIRCATONS AND THE INDIANA EXISTS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS, 5. FLOOD PLAIN STATEMENT: LANE MERGING SIGNS. FLASHING ARROW SIGNS, THIS LOT DOES NOT LIE WITHIN FLOOD HAZARD ZONE CONSTRUCTON BARRELS, ETC. AS SCALED FROM THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL, COMMUNITY NUMBER 18057C, PANEL NUMBER 1805]CO22]G, DAZED NOVEMBER 19, 2014. 6, NO EARTH DISTURBING ACTVITES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT 11 CAUTION H PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL THE LOCATONS OF ALL EXISTING UNDERGROUND UTLITES SHORN ON BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY THIS PUN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but UNE RELOCATIONS REQUIRED FOR ROAD PROJECTS not limited to, manholes, Inlets, valw e, and mares made upon the THAT RESULT IN A CONFLICT WITH THE PROPOSED ground by others) AND ARE SPECUTATVT IN NATURE. MERE MAY DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE ALSO BE OTHER EXISTNG UNDERGROUND UTILITIES FOR WHICH MERE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING IS NO ABOVE GROUND EVIDENCE OR FOR WICK NO ABOVE GROUND POLE LINES REQUIRED TO BE RELOCATED SHALL BE EVIDENCE WAS OBSERVED. THE EXACT LOCATONS OF SAID EXISTING RELOCATED TO WITHIN ONE FOOT OF PROPOSED UNDERGROUND UTILITIES SHALL BE VERIFIED BY ME CONTRACTOR RIGHT-OF-WAY. PRIOR TO ANY AND A11 CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND - • U 1 Commercial Real Estate Solutions• No MOM AMERICAN O■ STRUCTUREPOINT INC. 0 7260 SM1adeland Madion I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317.11 www.struct urepcmtxcm Intuitive Health Riverview Health Urgent Care & Emergency Room 14585 Hazel Dell Parkway Carmel, Indiana : < No. ar 10403915 STATE OF �w 0 - CERTIFIED BY ISSUANCE INDEX DATE: 03/11/2019 PROJECT PHASE: FINAL CONSTRUCTION PLANS 1i ��yd1l Q1)\t�t�17cV .I Project Number 2018.00290 GENERAL NOTES C002