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HomeMy WebLinkAboutHome Place Gardens_construction plansGENERAL NOTES 1. ALL WORK TO CONFORM TO FEDERAL, STATE AND LOCAL REGULATIONS. 2. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBRIS AND CONSTRUCTION TRAFFIC AT ALL TIMES. 3. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE BASE SURVEY CONTROL POINTS DURING DEMOLITION AND CONSTRUCTION, 4. ALL UTIUTY INFORMATION SHALL BE VERIFIED BY THE CONTRACTOR. CONTACT ENGINEER IMMEDIATELY IF ANY VARIATION EXISTS. 5, MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION AND CONSTRUCTION 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 FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY. EXISTING TOPOGRAPHY NOTES 1. EXISTING TOPOGRAPHY IS PROVIDED BY: AMERICAN STRUCTUREPOINT, INC PROJECT No: 2016.00348 DATED: FEBRUARY 6, 2017 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 CONSTRUCTION EQUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATED WITHIN TREE PROTECTION BOUNDARIES NO DEMOLITION CAN OCCUR UNTIL TREE PROTECTION 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 ON THE CONTRACT DRAWINGS. 5. DEMOLISH FOUNDATIONS AND OTHER 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, WITH COMPACTED GRANULAR BACKFILL 7. THE USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. B. CONDUCT DEMOLITION AND CONSTRUCTION OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS AND OTHER ADJACENT OCCUPIED FACILITIES. 9. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. 10. ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION 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 DEMOLITION AND CONSTRUCTION OPERATIONS. 12. ALL _UTILITIES TO BE REMOVED SHALL BE DISCONNECTED AND CAPPED AT THE NEAREST CONNECTION POINT. 13. NO ON-SITE BURNING IS PERMITTED. 14. CONTRACTOR SHALL USE MEASURES TO CONTROL DUST AT ALL TIMES. 15. DEMOLITION 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 WITH NEW CONSTRUCTION. 16. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOLITION. SITE NOTES 1. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). 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, WHERE APPLICABLE. 4. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES, UNLESS OTHERWISE NOTED. 5. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 6. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS. SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE 7. EXISTING PAVEMENT TO BE SAW CUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 8. THE EDGE OF THE EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH 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 WEIGHT. PROMDE A NEAT CUT WHICH IS TRUE IN ALIGNMENT. 10. ALL JOINTS ARE TO CONTINUE THROUGH THE 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 SAWN, CLEANED OF DEBRIS, BLOWN DRY AND IMMEDIATELY SEALED VAIN THE APPROPRIATE SEALANT ACCORDING TO MANUFACTURER'S DIRECTIONS. 14. ALL MATERIALS TO BE IN ACCORDANCE WITH LOCAL DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 15. ALL SIDEWALKS SHALL COMPLY WITH ADA STANDARDS. MAXIMUM CROSS SLOPE OF 1:50 AND MAXIMUM LONGITUDINAL SLOPE OF 1:20. 16. CHAMFER ALL ENDS OF CURBS. GRADING NOTES 1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN 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 CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, 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, HANDHOLES. CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE AT HIS/HER OWN COST. 5. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL SHALL BE PERFORMED BY A LOADED TANDEM PNEUMATIC TIRE DUMP TRUCK MINIMUM GROSS VEHICLE WEIGHT OF 22 TONS. THE TIRES SHALL BE OPERATED AT INFLATION PRESSURES BETWEEN 70-80 PSI UNLESS OTHERWISE NOTED BY THE GEOTECHINICAL ENGINEER. THE TIRES 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 WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 6. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, STANDING WATER CONDITIONS. 7. ALL PROPOSED SPOT ELEVATIONS OR CONTOURS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. B. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 9. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WIN SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 10. CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 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 CONDITIONS AND INCLUDE IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXPORTS NECESSARY TO MAKE THE SITE BALANCE. 12. CONTRACTOR TO STABILIZE EXPOSED EARTH AS INDICATED BY THE STORMWATER POLLUTION PREVENTION PLAN OR GOVERNING AUTHORITY. UTILITY NOTES 1. SITE UTILITIES SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN 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 CONSTRUCTION IS TO START TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, 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, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS REQUIRED TO MEET PROPOSED GRADE S. ALL UTILITY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTILITY AGENCY HAVING JURISDICTION. 6. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT. 7. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WIN THRUST BLOCKS REQUIRED TO ASSURE. PROPER INSTALLATION OF WATER MAINS AND LATERALS 8. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER ADJUST THE WATER LINE DOWNWARD IN SUCH A MANNERSOTHAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON .PIPE DEFLECTION SAND JOINT STRESS ARE .NOT EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS AND CROSSINGS. 9. ALL COORDINATES AND DIMENSIONS ARE TO THE CENTERLINE OF UTILITIES AND STRUCTURES. 10. ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL STORMWATER SPECIFICATIONS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE STORMWATER SPECIFICATIONS SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH IN THE STORMWATER SPECIFICATIONS. EROSION CONTROL NOTES 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 ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING RE -GRADING, SHALL BE DONE IN A WAY THAT WALL 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 6. WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE 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 INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. THE SITE IS NOT LOCATED WITHIN ANY FLOODPLAIN, FLOODWAY OR FLOODWAY FRINGE AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR HAMILTON COUNTY, IN, MAP NUMBER 1805700209G, 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 b. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES 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 OPERATION. REPLACE INLET PROTECTION AFTER PAVING IS COMPLETE. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON SEEDED AREAS BEHIND THE 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 CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. 14. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL 15. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. CABLE TELEVISION BRIGHTHOUSE NETWORKS ELECTRIC DUKE ENERGY FIBER OPTIC - GAS VECTREN ENERGY SANITARY SEWER CLAY TWP REGIONAL WASTE DISTRICT STORM SEWER CARMEL ENGINEERING DEPT TELEPHONE CARMEL AT&T WATER CARMEL UTILITIES FIRE DEPARTMENT I CARMEL FIRE DEPT EXISTING LEGEND -b- COMBINATION POLE -a- SIGN DRAINAGE MANHOLE D SANITARY MANHOLE FIRE HYDRANT 0 STAND PIPE Q TEMPORARY BENCH MARK I- GUY WIRE ® TELEPHONE HANDHOLE HOSE BIB 8 TELEPHONE MANHOLE Q LID TREE an MAILBOX WATER METER • POST b POWER POLE BENCHMARK DATA NAVD(HAD'83)) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. ELEV:838.28 ASI IBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV:835.43 ASI IBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED 1150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; 320' SOUTH OF OL OF 106TH STREET; 115' FROM q OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEWL:842.61 GEOTECHNICAL & ENVIRONMENTAL NOTE: 1. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR INFORMATION ABOUT SOIL CONDITIONS 2. CONTRACTOR SHALL REFER TO THE ENVIRONMENTAL REPORT FOR INFORMATION ON ENVIRONMENTAL FINDINGS ON THE SITE. GENERAL NOTES 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE "'"' .. ""` ""' THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN JASON KIRKMAN (317) 632-9077 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE TRENT GODSEY (317) 896-6711 (induding, but not Limited to, manholes, inlets, valves, and marks (317) XXX-XXXX NAIURE.pECULATIVE IN aiHE Ee MANY nALS() BE OTHER EXIAND S7ING�UND UNDERGROUND JOANIE CLARK (317) 776-5532 UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR RYAN HARTMAN (317) 841-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES EREMY KASHMAN (317) 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL STEVEN KREBS (317) 525-4275 CONSTRUCTION. CALL TOLL FREE JOHN DUFFY (317 571-2443 "811" OR 1-800-382-5544 CHRIS EWSON (317) 571-2600 Jill- INDIANA UNDERGROUND - HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 tri AMERICAN r, STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46266 TEL 317.647.55801 FAX 317.643.0270 v .strueturepolnteom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE; I REVISION SCHEDULE I I /1\ ITAC COMMENTS 105 /1 0 /201 71 Project Number 2016.00348 GENERAVOTESED ,UN 2:3 2017 C0o O0HAb It /�lCOUNTYSURVEYOR EARTHWORK: A. GENERAL 1. EARTHWORK INCLUDES CLEARING, GRUBBING, SUBGRADE PREPARATION, REMOVAL OF TREES AND VEGETATION (INCLUDING STUMPS), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON DRAWINGS. 2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 3. CONTRACTOR SHALL PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED AS SHOWN ON THE DRAWINGS FILL OBTAINED FROM OFF SITE MUST BE SUITABLE SOIL AS DEFINED IN THE SPECIFICATIONS OR AS OTHERWISE APPROVED BY OWNER. 4. THE CONTRACTOR SHALL ACCEPT THE SITE IN ITS CURRENT STATE AND SHALL REMOVE ALL TRASH, RUBBISH, AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. S. EXCEPT FOR STRIPPED TOPSOIL AND OTHER MATERIALS INDICATED TO BE STOCKPILED OR OTHERWISE REMAIN OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE. 6. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, FACIUTIES. ETC. WITHOUT OWNER PERMISSION OR AUTHORITY HAVING JURISDICTION. 7. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING EARTHWORK AND CLEARING OPERATIONS. EROSION CONTROL MEASURES SHOULD BE PROTECTED AND MAINTAINED THROUGHOUT CONSTRUCTION. B. CONTRACTOR SHALL CAREFULLY MAINTAIN ALL BENCHMARKS, MONUMENTS, AND OTHER REFERENCE POINTS. IF DISTURBED, CONTRACTOR SHALL ENGAGE LICENSED LAND SURVEY FOR REPLACEMENT OF REFERENCE POINTS. 9. WHERE THESE SPECIFICATIONS CONFLICT WITH CITY OF CARMEL STANDARDS, THE STANDARDS OF THE JURISDICTION HAVING AUTHORITY SHALL PREVAIL B. MATERIALS 1. CONTRACTOR TO PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. 2. SATISFACTORY (OR SUITABLE) SOILS SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM ACCORDING TO ASTM D2487, OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER DELETERIOUS MATERIAL 3. UNSATISFACTORY (OR UNSUITABLE) SOLS: SOIL CLASSIFICATION GROUPS GC, SC, CL, ML OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS UNSATISFACTORY SOILS ALSO INCLUDES SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION. C. EXECUTION 1. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. 2. REMOVE OBSTRUCTIONS, TREES, SHRUBS, AND OTHER VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. STRIP TOPSOIL TO DEPTH AS REQUIRED IN THE FIELD TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS. STOCKPILE TOPSOIL AWAY FROM EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL AND GRADE STOCKPILES TO DRAIN SURFACE WATER. 3. REMOVE EXISTING ABOVE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACILITATE NEW CONSTRUCTION. 4. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES. FROST, AND PONDING WATER. 5. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES, WALKS, PAVEMENTS, AND UTIUTY TRENCHES. 6. CONTRACTOR SHALL FURNISH AND OPERATE ALL DEWATERING MEASURES REQUIRED TO FACILITATE NEW CONSTRUCTION AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. R. PROOF ROLL SUBGRADE BELOW BUILDING PAVEMENTS WITH A PNEUMATIC -TIRED DUMP TRUCK TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF ROLL WET OR SATURATED SUBGRADES. RECONSTRUCT SUBGRADES DAMAGED BY FREEZING TEMPERATURES, FROST, RAIN, ACCUMULATED WATER, OR CONSTRUCTION ACTIVITIES AS DIRECTED BY ENGINEER OR OWNER REPRESENTATIVE, WITHOUT ADDITIONAL COMPENSATION. 7. BACKFILL ALL UTILITY TRENCHES BENEATH PAVEMENT (AND WITHIN 5') WITH GRANULAR MATERIAL 8. SOIL FILL: USE SATISFACTORY SOIL MATERIAL UNDER ALL WALKS, PAVEMENTS, STEPS, RAMPS, BUILDING SLABS, FOOTINGS, AND FOUNDATIONS. 9. UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM- MOISTURE CONTENT. DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT'. ARE MUDDY, .FROZEN, OR CONTAIN FROST OR ICE. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, OTHERWISE SATISFACTORY SOIL MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO WET TO COMPACT TO SPECIFIED UNIT WEIGHT. 10. COMPACTION OF SOIL BACKFILLS AND FILLS ARE TO BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS. WHERE NO GEOTECHNICAL REPORT EXISTS, COMPACT ALL FILL MATERIAL BELOW STRUCTURES, PAVEMENTS, WALKS, UTILITY TRENCHES AND STEPS (AND WITHIN 5 FEET OF SAID AREAS) TO 98 PERCENT OF THE MAXIMUM DRY UNIT WIGHT ACCORDING TO ASTM D-698. COMPACT ALL FILL MATERIALS BELOW TURF OR UNPAVED AREAS TO 90 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-698. ALL FILL MATERIALS TO BE COMPACTED IN MAXIMUM S -INCH UFTS. 11. SITE ROUGH GRADING. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. FINISH SUBGRADES TO REQUIRED ELEVATIONS WITHIN THE FOLLOWING TOLERANCES: n 1. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH u A. WALKS: PLUS OR MINUS 1/2 INCH. n III. PAVEMENTS: PLUS OR MINUS 1/2 INCH 2 iv. INSIDE BUILDING UNES: FINISH SUBGRADE TO A TOLERANCE OF 3 INCH WHEN TESTED WITH A 10 -FOOT STRAIGHTEDGE. EOTECH G NICAL ENGINEER TO BE ENGAGED AS TESTING AGENCY AS DIRECTED BY 3 12. QUALITY CONTROL' QUALIFIED OWNER. B 13. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED "'y SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER E STORM SEWER: S ` A. GENERAL o 1. STORM SEWER INCLUDES ALL PIPES, FITTINGS, MANHOLES, CLEANOUTS, TRANSITION COUPUNGS, CATCH BASINS, INLETS, END SECTIONS, AND OUTLETS. 2. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE 5 PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 3. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR ABANDONED IN PLACE. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER UNLESS PERMISSION IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. B. PRODUCTS 1. PE PIPE AND FITTINGS: PE DRAINAGE PIPE AND FITTINGS NP 3 TO NPS 10 AASHTO M 252M TYPES WITH SMOOTH WATERWAY FOR COUPLING JOINTS. PE DRAINAGE PIPE AND FITTINGS NPS 12 TO NPS 60, AASHTO M 294M TYPES WITH SMOOTH WATERWAY FOR COUPLING JOINTS. 2. PVC PIPE AND FITTINGS PIPE: ASTM F 949, PVC, CORRUGATED PIPE WITH BELL AND SPIGOT ENDS FOR GASKETED JOINTS. FITTINGS: ASTM 949, PVC MOLDED OR FABRICATED, SOCKET TYPE. GASKETS: ASTM F 477, ELASTOMERIC SEALS. 3. CONCRETE PIPE AND FITTINGS: REINFORCED CONCRETE SEWER PIPE AND FITTINGS MEETING ASTM C 76 WITH BELL AND SPIGOT ENDS AND GASKETED JOINTS WITH ASTM C 443 RUBBER GASKETS. PIPE TO BE CLASS Ill UNLESS OTHERWISE INDICATED ON PLANS. 4. COMPLY WITH ASTM C 1173, ELASTOMERIC SLEEVE -TYPE REDUCING OR TRANSITION COUPLING, FOR JOINTING UNDERGROUND NON -PRESSURE PIPING. INCLUDE ENDS OF SAME SIZES AS PIPING TO BE JOINED, AND CORROSION -RESISTANT METAL TENSION BAND AND TIGHTENING MECHANISM ON EACH END. 5. CLEANOUTS: CAST IRON CLEANOUTS: ASME A112.36.2M ROUND, GRAY -IRON HOUSING WITH CLAMPING DEVICE AND ROUND, SECURED, SCORIATED, GRAY -IRON COVER. HEAVY DUTY TOP LOADING IS REQUIRED. PLASTIC CLEANOUTS: PVC BODY WITH PVC THREADED PLUG. 6. MANHOLES AND CATCH BASINS STANDARD REINFORCED PRECAST CONCRETE. MANHOLES MEETING ASTM C 478. MINIMUM 48 -INCH DIAMETER UNLESS OTHERWISE INDICATED. BASE SECTION TO BE MINIMUM 6 -INCH THICKNESS AND 4 -INCH THICKNESS FOR WALLS AND BASE RISER SECTION. REINFORCED CONCRETE GRADE RINGS, 6-9 INCH TOTAL THICKNESS. TO MATCH DIAMETER OF MANHOLE FRAME AND COVER. MANHOLE FRAMES AND COVERS AS 7. CONCRETE: CAST -IN-PLACE CONCRETE ACCORDING TO AC 318 AND ACI 350/35OR AND IN ACCORDANCE WITH THE FOLLOWING L CEMENT: ASTM C 150, TYPE III IT. FINE AGGREGATE: ASTM C 33, SAND ill. COARSE AGGREGATE ASTM C 33, CRUSHED GRAVEL Tv. WATER: POTABLE 8. PORTLAND CEMENT DESIGN MIX: 4,000 PSI MINIMUM WITH 0.45 MAXIMUM WATER/CEMENTIOUS MATERIALS RATIO. REINFORCING FABRIC TO MEET ASTM A 185/A 185M, STEEL, WELDED WIRE FABRIC, PLAIN. REINFORCING BARS TO MEET ASTM A 615/A 615M, GRADE 60 DEFORMED STEEL 9. MANHOLE CHANNELS TO BE FORMED WITH AN INVERT SLOPE OF 2 PERCENT THROUGH THE MANHOLE AND BENCHES AT 4 PERCENT, SLOPED TO DRAIN INTO CHANNEL 10. INLETS: PROVIDE INLETS WITH HEAVY DUTY CASTINGS AS SHOWN ON DRAWINGS. 11. OUTLETS: CONCRETE END SECTION SHOULD BE PROVIDED AT ALL PIPE ENDS AND AS INDICATED ON DRAWINGS. RIP RAP APRONS TO BE INSTALLED AT ALL END SECTIONS TO DIMENSIONS INDICATED. AVERAGE RIP -RAP SIZE TO BE 6 -INCHES UNLESS OTHERWISE INDICATED ON DRAWINGS. ASPHALT PAVING (CONT.): STORM SEWER (CONT.): 5. COMPACTION C. EXECUTION 1. GENERAL BEGIN WITHOUT EXCESSI 1. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN VIBRATORY -PLATE CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM, INSTALL GASKETS, SEALS, SLEEVES, a. COMPLE AND OTHER COUPLINGS ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. 6. BREAKDOWN ROW 2. WHEN INSTALUNG PIPE UNDER STREETS OR OTHER OBSTRUCTIONS THAT CANNOT BE DISTURBED, USE PIPE -JACKING PROCESS OF MICRO -TUNNELING. 3. INSTALL PIPING PITCHED DOWN IN DIRECTION OF FLOW. INSTALL PE CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D 2231. INSTALL PVC PIPING ACCORDING TO ASTM D 2321 AND ASTM F 1668. INSTALL REINFORCED CONCRETE SEWER PIPING IN ACCORDANCE WITH ASTM C 1479 AND ACPA'S "CONCRETE PIPE INSTALLATION MANUAL" 4. PIPE JOINT CONSTRUCTION: JOIN CORRUGATED PE PIPE ACCORDING TO ASTM D 3212 FOR PUSH ON JOINTS. JOIN PVC CORRUGATED SEWER PIPING IN ACCORDANCE WITH ASTM D 2321 FOR ELASTOMERIC-SEAL JOINTS. JOIN REINFORCED CONCRETE PIPE ACCORDING TO ACPA'S "CONCRETE PIPE INSTALLATION MANUAL" FOR RUBBER-GASKETED JOINTS. JON DISSIMILAR PIPE MATERIALS WITH NON -PRESSURE TYPE FLEXIBLE COUPLINGS. 6, CONTRACTOR TO INSPECT INTERIOR OF PIPING AND MANHOLES FOR DEFECTS. DEFECTS REQUIRING CORRECTION INCLUDE THE FOLLOWING: 1. ALIGNMENT LESS THAN FULL DIAMETER OF INSIDE OF PIPE IS VISIBLE BETWEEN STRUCTURES. H. DEFLECTION: FLEXIBLE PIPING WITH DEFLECTION THAT PREVENTS PASSAGE OF BALL OR CYLINDER OF SIZE NOT LESS THAN 92.5 PERCENT OF PIPING DIAMETER. iit. DAMAGE: CRUSHED, BROKEN, CRACKED. OR OTHERWISE DAMAGED PIPING. v. INFILTRATION: WATER LEAKAGE INTO PIPING. V. EXFILTRATION: WATER LEAKAGE FROM OR AROUND PIPING REPLACE DEFECTIVE PIPING USING NEW MATERIALS, AND REPEAT INSPECTION UNTIL DEFECTS ARE WITHIN ALLOWANCES SPECIFIED. 6. TEST NEW PIPING SYSTEMS, AND PARTS OF EXISTING SYSTEMS THAT HAVE BEEN ALTERED, EXTENDED, REPAIRED, FOR LEAKS AND DEFECTS. FOR GRAVITY FLOW STORM DRAINAGE PIPING TEST ACCORDING TO REQUIREMENTS OF AUTHORITIES HAWING JURISDICTION, UNI -B-6, AND THE FOLLOWING: 1. EXCEPTION: PIPING WITH SOILTIGHT JOINTS UNLESS REQUIRED BY AUTHORITIES HAVING JURISDICTION. iL OPTION: TEST PLASTIC PIPING ACCORDING TO ASTM F 1417 III. OPTION: TEST CONCRETE PIPING ACCORDING TO ASTM C 924 7. SUBMIT TESTING REPORTS AS REQUIRED BY OWNER OR AUTHORITY HAVING JURISDICTION. ASPHALT PAVING: A. GENERAL 1. THE CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ANY CHANGES, ERRORS, OR OMISSIONS FOUND ON THE PLANS OR IN THE FIELD, BEFORE WORK IS STARTED OR RESUMED. 2. USE MATERIALS AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS. S. PRODUCTS 1. AGGREGATES I. COURSE AGGREGATE: ASTM D 692/D92M, SOUND; ANGULAR CRUSHED STONE, CRUSHED GRAVEL, OR CURED, CRUSHED BLAST-FURNANCE SLAG. If. FINE AGGREGATE: ASTM D 1073 OR AASHTO M 29, SHARP -EDGED NATURAL SAND OR SAND PREPARED FROM STONE, GRAVEL, CURED BLAST-FURNANCE SLAG, OR COMBINATIONS THEREOF. 0. FOR HOT -MIX ASPHALT, LIMIT NATURAL SAND TO A MAXIMUM OF 20 PERCENT BY WEIGHT OF THE TOTAL AGGREGATE MASS. Ili. MINERAL FILLER: ASTM D 242 OR AASHTO M 17, ROCK OR SLAG DUST, HYDRAULIC CEMENT, OR OTHER INERT MATERIAL 2. ASPHALT MATERIALS I. ASPHALT BINDER: AASHTO M 320, PG 64-22 (OR AS OTHERWISE RECOMMENDED BY INDOT STANDARDS) if. ASPHALT CEMENT: PER INDOT STANDARDS Iii. CUTBACK PRIME COAT: PER INDOT STANDARDS Iv. EMULSIFIED ASPHALT PRIME COAT: PER INDOT STANDARDS V. TACK COAT PER INDOT STANDARDS VI WATER: POTABLE. vtt. UNDERSFAUNG ASPHALT: ASTM D 3141; PUMPING CONSISTENCY. 3. AUXILIARY MATERIALS L RECYCLED MATERIALS FOR HOT -MIX ASPHALT MIXES RECLAIMED ASPHALT PAVEMENT; RECLAIMED, UNBOUND AGGREGATE BASE MATERIAL; AND RECYCLED ASPHALT SHINGLES FROM SOURCES AND GRADATIONS THAT HAVE PERFORMED SATISFACTORILY IN PREVIOUS INSTALLATIONS, EQUAL TO PERFORMANCE OF REQUIRED HOT -MIX ASPHALT PAVING PRODUCED FROM ALL NEW MATERIALS. If. HERBICIDE: COMMERCIAL CHEMICAL FOR WEED CONTROL, REGISTERED BY THE EPA, AND NOT CLASSIFIED AS "RESTRICTED USE" FOR LOCATIONS AND CONDITIONS OF APPLICATION. PROVIDE IN GRANULAR, LIQUID, OR WETTABLE POWDER FORM. Ili. SAND: ASTM D 1073 OR AASHTO M 29, GRADE NO. 2 OR NO. 3. 4. MIXES 1. RECYCLED CONTENT OF HOT -MIX ASPHALT: PER INDOT STANDARDS If. HOT -MIX ASPHALT: DENSE -GRADED, HOT -LAID, HOT -MIX ASPHALT PLANT MIXES APPROVED BY INDOT AND COMPLYINGWITH THE FOLLOWING REQUIREMENTS: a. PROVIDE MIXES WITH A HISTORY OF SATISFACTORY PERFORMANCE IN GEOGRAPHICAL AREA WHERE PROJECT IS LOCATED. b. BASE COURSE: 25.0 MM OR 19.0 MM (AS INDICATED ON DRAWINGS) C. SURFACE COURSE: 9.5MM C. EXECUTION 1. EXAMINATION 1. VERIFY THAT SUBGRADE IS DRY AND IN SUITABLE CONDITION TO BEGIN PAVING. 0. PROOF -ROLL SUBGRADE BELOW PAVEMENTS WITH HEAVY PNEUMATIC -TIRED EQUIPMENT TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. DO NOT PROOF -ROLL WET OR SATURATED SUBGRADES. PROOFROLL TO BE PERFORMED BY QUALIFIED GEOTECHNICAL ENGINEER. a. COMPLETELY PROOF -ROLL SUBGRADE IN ONE DIRECTION LIMIT VEHICLE SPEED TO 3 MPH. b. PROOF ROLL WITH A LOADED 10 -WHEEL, TANDEM -AXLE DUMP TRUCK WEIGHING NOT LESS THAN 15 TONS C. EXCAVATE SOFT SPOTS, UNSATISFACTORY SOILS, AND AREAS OF EXCESSIVE PUMPING OR RUTTING, AS DETERMINED BY ENGINEER, AND REPLACE WITH COMPACTED BACKFILL OR FILL AS DIRECTED. d. PROCEED WITH PAVING ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. SURFACE PREPARATION L GENERAL IMMEDIATELY BEFORE PLACING ASPHALT MATERIALS, REMOVE LOOSE AND DELETERIOUS MATERIAL FROM SUBSTRATE SURFACES, ENSURE THAT PREPARED SUBGRADE IS READY TO RECEIVE PAVING II. HERBICIDE TREATMENT: APPLY HERBICIDE ACCORDING TO MANUFACTURER'S RECOMMENDED RATES AND WRITTEN APPLICATION INSTRUCTIONS. APPLY TO DRY, PREPARED SUBGRADE OR SURFACE OF COMPACTED -AGGREGATE BASE BEFORE APPLYING PAVING MATERIALS. a. MIX HERBICIDE WITH PRIME COAT IF FORMULATED BY MANUFACTURER FOR THAT PURPOSE2 ill. CUTBACK PRIME COAT: APPLY UNIFORMLY OVER SURFACE OF COMPACTED UNBOUND -AGGREGATE BASE COURSE AT A RATE OF 0.15 TO 0.50 GAL/SQ. YD. APPLY ENOUGH MATERIAL TO PENETRATE AND SEAL, BUT NOT FLOOD, SURFACE. ALLOW PRIME COAT TO CURE. 0. IF PRIME COAT IS NOT ENTIRELY ABSORBED WITHIN 24 HOURS AFTER APPLICATION, SPREAD SAND OVER SURFACE TO BLOT EXCESS ASPHALT. USE ENOUGH SAND TO PREVENT PICKUP UNDER TRAFFIC. REMOVE LOOSE SAND BY SWEEPING BEFORE PAVEMENT IS PLACED AND AFTER VOLATILES HAVE EVAPORATED. b. PROTECT PRIMED SUBSTRATE FROM DAMAGE UNTIL READY TO RECEIVE PAVING. IV. TACK COAT: APPLY UNIFORMLY TO SURFACES OF EXISTING PAVEMENT AT A RATE OF 0.05 TO 0.15 GAL/SQ. YD. a. ALLOW TACK COAT TO CURE UNDISTURBED BEFORE APPLYING HOT -MIX ASPHALT PAVING. b. AVOID SMEARING OR STAINING ADJOINING SURFACES. APPURTENANCES. AND SURROUNDINGS. REMOVE SPILLAGES AND CLEAN AFFECTED SURFACES. 3. PLACING HOT -MIX ASPHALT I. MACHINE PLACE HOT -MIX ASPHALT ON PREPARED SURFACE, SPREAD UNIFORMLY, AND STRIKE OFF. PLACE ASPHALT MIX BY HAND IN AREAS INACCESSIBLE TO EQUIPMENT IN A MANNER THAT PREVENTS SEGREGATION OF MIX. PLACE EACH COURSE TO REQUIRED GRADE, CROSS SECTION, AND THICKNESS WHEN COMPACTED. a. PLACE HOT -MIX ASPHALT BASE COURSE IN NUMBER OF UFTS AND THICKNESSES INDICATED. b. PLACE HOT -MIX ASPHALT SURFACE COURSE IN SINGLE UFT. 4 SPREAD MIX AT A MINIMUM TEMPERATURE OF 250 DEG F d. BEGIN APPLYING MIX ALONG CENTERLINE OF CROWN FOR CROWNED SECTIONS AND ON HIGH SIDE OF ONE-WAY SLOPES UNLESS OTHERWISE INDICATED. e. REGULATE PAVER MACHINE SPEED TO OBTAIN SMOOTH, CONTINUOUS SURFACE FREE OF PULLS AND TEARS IN ASPHALT -PAVING MAT. If. PLACE PAVING IN CONSECUTIVE STRIPS NOT LESS THAN 10 FEET WIDE UNLESS INFILL EDGE STRIPS OF A LESSER WIDTH ARE REQUIRED. C. AFTER FIRST STRIP HAS BEEN PLACED AND ROVED. PLACE SUCCEEDING STRIPS AND EXTEND ROLLING TO OVERLAP PREVIOUS STRIPS. OVERLAP MIX PLACEMENT ABOUT 1 TO 1-1/2 INCHES FROM STRIP TO STRIP TO ENSURE PROPER COMPACTION OF MIX ALONG LONGITUDINAL JOINTS. b. COMPLETE A SECTION OF ASPHALT BASE COURSE BEFORE PLACING ASPHALT SURFACE COURSE. Iii. PROMPTLY CORRECT SURFACE IRREGULARITIES IN PAVING COURSE BEHIND PAVER. USE SUITABLE HAND TOOLS TO REMOVE EXCESS MATERIAL FORMING HIGH SPOTS. FILL DEPRESSIONS WITH HOT -MIX ASPHALT TO PREVENT SEGREGATION OF MIX; USE SUITABLE HAND TOOLS TO SMOOTH SURFACE 4. JOINTS I. CONSTRUCT JOINTS TO ENSURE A CONTINUOUS BOND BETWEEN ADJOINING PAVING SECTIONS CONSTRUCT JOINTS FREE OF DEPRESSIONS, WITH SAME TEXTURE AND SMOOTHNESS AS OTHER SECTIONS OF HOT -MIX ASPHALT COURSE. o. CLEAN CONTACT SURFACES AND APPLY TACK COAT TO JOINTS. b. OFFSET LONGITUDINAL JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 6 INCHES C. OFFSET TRANSVERSE JOINTS, IN SUCCESSIVE COURSES, A MINIMUM OF 24 INCHES d. CONSTRUCT TRANSVERSE JOINTS AT EACH POINT WHERE PAVER ENDS A DAYS WORK AND RESUMES WORK AT A SUBSEQUENT TIME. CONSTRUCT THESE JOINTS USING EITHER "BULKHEAD" OR "PAPERED" METHOD ACCORDING TO AI MS -22, FOR BOTH "ENDING A LANE" AND "RESUMPTION OF PAVING OPERATIONS." e. COMPACT JOINTS AS SOON AS HOT -MIX ASPHALT WILL BEAR ROLLER WEIGHT WITHOUT EXCESSIVE DISPLACEMENT. E COMPACT ASPHALT AT JOINTS TO A DENSITY WITHIN 2 PERCENT OF SPECIFIED COURSE DENSITY. COMPACTION AS SOON AS PLACED HOT -MIX PAVING WILL BEAR ROLLER WEIGHT VE DISPLACEMENT. COMPACT HOT -MIX PAVING PATH HOT, HAND TAMPERS OR WITH COMPACTORS IN AREAS INACCESSIBLE TO ROLLERS. TE COMPACTION BEFORE MIX TEMPERATURE COOLS TO 185 DEG F NG: COMPLETE BREAKDOWN OR INITIAL ROWING IMMEDIATELY AFTER ROLLING JOINTS AND OUTSIDE EDGE. EXAMINE SURFACE IMMEDIATELY AFTER BREAKDOWN ROWING FOR INDICATED CROWN, GRADE, AND SMOOTHNESS. CORRECT LAYDOWN AND ROWING OPERATIONS TO COMPLY WITH REQUIREMENTS. Ill. INTERMEDIATE ROWING: BEGIN INTERMEDIATE ROWING IMMEDIATELY AFTER BREAKDOWN ROLLING WHILE HOT -MIX ASPHALT IS STILL HOT ENOUGH TO ACHIEVE SPECIFIED DENSITY. CONTINUE ROLLING UNTIL HOT -MIX ASPHALT COURSE HAS BEEN UNIFORMLY COMPACTED TO THE FOLLOWING DENSITY: a. AVERAGE DENSITY: 96 PERCENT OF REFERENCE LABORATORY DENSITY ACCORDING TO ASTM D 6927 OR AASHTO T 245, BUT NOT LESS THAN 94 PERCENT OR GREATER THAN 100 PERCENT. b. AVERAGE DENSITY: 92 PERCENT OF REFERENCE MAXIMUM THEORETICAL DENSITY ACCORDING TO ASTM D 2041, BUT NOT LESS THAN 90 PERCENT OR GREATER THAN 96 PERCENT. IV. FINISH ROWING: FINISH ROLL PAVED SURFACES TO REMOVE ROLLER MARKS WHILE HOT -MIX ASPHALT IS STILL WARM. V. EDGE SHAPING: WHILE SURFACE IS BEING COMPACTED AND FINISHED, TRIM EDGES OF PAVEMENT TO PROPER ALIGNMENT. BEVEL EDGES WHILE ASPHALT IS STILL HOT: COMPACT THOROUGHLY, A. REPAIRS: REMOVE PAVED AREAS THAT ARE DEFECTIVE OR CONTAMINATED WITH FOREIGN MATERIALS AND REPLACE WITH FRESH, HOT -MIX ASPHALT. COMPACT BY ROWING TO SPECIFIED DENSITY AND SURFACE SMOOTHNESS. ALL PROTECTION: AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON PAVEMENT UNTIL IT HAS COOLED AND HARDENED. Alii. ERECT BARRICADES TO PROTECT PAVING FROM TRAFFIC UNTIL MIXTURE HAS COOLED ENOUGH NOT TO BECOME MARKED. S. INSTALLATION TOLERANCES 1. PAVEMENT THICKNESS: COMPACT EACH COURSE TO PRODUCE THE THICKNESS INDICATED WITHIN THE FOLLOWING TOLERANCES: a. BASE COURSE PLUS OR MINUS 1/2 INCH b. SURFACE COURSE: PLUS 1/4 INCH NO MINUS 8. PAVEMENT SURFACE SMOOTHNESS: COMPACT EACH COURSE TO PRODUCE A SURFACE SMOOTHNESS WITHIN THE FOLLOWNG TOLERANCES AS DETERMINED BY USING A 10 -FOOT STRAIGHTEDGE APPLIED TRANSVERSELY OR LONGITUDINALLY TO PAVED AREAS: a. BASE COURSE: 1/4 INCH b. SURFACE COURSE: 1/8 INCH c. CROWNED SURFACES: TEST WITH CROWNED TEMPLATE CENTERED AND AT RIGHT ANGLE TO CROWN. MAXIMUM ALLOWABLE VARIANCE FROM TEMPLATE IS 1/4 INCH 7. FIELD QUALITY CONTROL I. TESTING AGENCY: CONTRACTOR TO ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM TESTS AND INSPECTIONS IH. THICKNESS: IN-PLACE COMPACTED THICKNESS OF HOT -MIX ASPHALT COURSES WILL BE DETERMINED ACCORDING TO ASTM D 3549. Ili. SURFACE SMOOTHNESS FINISHED SURFACE OF EACH HOT -MIX ASPHALT COURSE WILL BE TESTED FOR COMPLIANCE WITH SMOOTHNESS TOLERANCES. Iv. IN-PLACE DENSITY: TESTING AGENCY WILL TAKE SAMPLES OF UNCOMPACTED PAVING MIXTURES AND COMPACTED PAVEMENT ACCORDING TO ASTM 0 979 OR AASHTO T 168. a. REFERENCE MAXIMUM THEORETICAL DENSITY WILL BE DETERMINED BY AVERAGING RESULTS FROM FOUR SAMPLES OF HOT -MIX ASPHALT -PAVING MIXTURE DELIVERED DAILY TO SITE, PREPARED ACCORDING TO ASTM D 2041, AND COMPACTED ACCORDING TO JOB -MIX SPECIFICATIONS. b. IN-PLACE DENSITY OF COMPACTED PAVEMENT WILL BE DETERMINED BY TESTING CORE SAMPLES ACCORDING TO ASTM D 1188 OR ASTLI D 2726. v. ONE CORE SAMPLE WILL BE TAKEN FOR EVERY 1000 $Q. YD. OR LESS OF INSTALLED PAVEMENT, WITH NO FEWER THAN THREE CORES TAKEN. VI. FIELD DENSITY OF IN-PLACE COMPACTED PAVEMENT MAY ALSO BE DETERMINED BY NUCLEAR METHOD ACCORDING TO ASTM D 2950 AND CORRELATED WITH ASTM D 1188 OR ASTM D 2726. VIL 'REPLACE AND COMPACT HOT -MIX ASPHALT WHERE CORE TESTS WERE TAKEN. ALL REMOVE AND REPLACE OR INSTALL ADDITIONAL HOT -MIX ASPHALT WHERE TEST RESULTS OR MEASUREMENTS INDICATE THAT IT DOES NOT COMPLY WITH SPECIFIED REQUIREMENTS. CONCRETE PAVING: A. GENERAL 1. CONCRETE PAVING SECTION INCLUDES DRIVEWAYS, ROADWAYS, PARKING LOTS, CURBS AND GUTTERS, WALKS, AND CONCRETE APRONS. 2. ACTION SUBMITTALS 1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. If. OTHER ACTION SUBMITTALS 0. AND INTERPRETING INDICATED, BASED 3. QUALITY ASSURANCE I. READY -MIX -CONCRETE MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. If. ACI PUBLICATIONS: COMPLY PATH ACI 301 (ACI 301M) UNLESS OTHERWISE INDICATED. Ill. HANDICAP STANDARDS: PROVIDE RAMPS INDICATED FOR HANDICAP ACCESS IN ACCORDANCE WITH ANSI A117 AND FEDERAL AMERICANS WITH DISABIUTIES ACT (ADA). B. PRODUCTS 1. STEEL REINFORCEMENT 1. RECYCLED CONTENT: POST CONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER RECYCLED CONTENT NOT LESS THAN 25 PERCENT. If. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185/A 185M, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. III. DEFORMED -STEEL WELDED. WIRE REINFORCEMENT: ASTM A 497/A 497M, FLAT SHEET. Iv. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420); DEFORMED. v. PLAIN -STEEL WIRE: ASTM A 82/A 82M, AS DRAWN. Vi. DEFORMED -STEEL WIRE: ASTM A 496/A 496M. CONCRETE PAVING (CONT.) b. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.45. C. SLUMP LIMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM). d. AIR CONTENT: 6.5 PERCENT PLUS OR MINUS 1.5 PERCENT, 11. CHEMICAL ADMIXTURES: USE ADMIXTURES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 7. CONCRETE MIXING 1. READY -MIXED CONCRETE: MEASURE, BATCH, AND MIX CONCRETE MATERIALS AND CONCRETE ACCORDING TO ASTM C 94/C 94M. FURNISH BATCH CERTIFICATES FOR EACH BATCH DISCHARGED AND USED IN THE WORK. B. EXECUTION 1. EXAMINATION AND PREPARATION 1. PROOF -ROLL PREPARED SUBBASE SURFACE BELOW CONCRETE PAVING TO IDENTIFY SOFT POCKETS AND AREAS OF EXCESS YIELDING. H. REMOVE LOOSE MATERIAL FROM COMPACTED SUBBASE SURFACE IMMEDIATELY BEFORE PLACING CONCRETE. 2. EDGE FORMS AND SCREED CONSTRUCTION I. SET, BRACE, AND SECURE EDGE FORMS, BULKHEADS, AND INTERMEDIATE SCREED GUIDES TO REQUIRED LINES, GRADES, AND ELEVATIONS. INSTALL FORMS TO ALLOW CONTINUOUS PROGRESS OF it. CLEAN FORMS AFTER EACH USE AND COAT WITH FORM -RELEASE AGENT TO ENSURE SEPARATION FROM CONCRETE WITHOUT DAMAGE. 3. STEEL REINFORCEMENT L. GENERAL COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE" FOR FABRICATING, PLACING, AND SUPPORTING REINFORCEMENT. 4. JOINTS L. GENERAL-' FORM CONSTRUCTION, ISOLATION, AND CONTRACTION JOINTS AND TOOL EDGES TRUE TO LINE, WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. CONSTRUCT TRANSVERSE JOINTS AT RIGHT ANGLES TO CENTERUNE UNLESS OTHERWISE INDICATED. if. CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING TERMINATES AT ISOLATION JOINTS Ill. ISOLATION JOINTS FORM ISOLATION JOINTS OF PREFORMED JOINT -FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED. Iv. CONTRACTION JOINTS FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF THE CONCRETE THICKNESS. V. EDGING: AFTER INITIAL FLOATING, TOOL EDGES OF PAVING, GUTTERS, CURBS, AND JOINTS IN CONCRETE WITH AN EDGING TOOL TO A 1/4 -INCH (6 -MM) RADIUS. REPEAT TOOLING OF EDGES AFTER APPLYING SURFACE FINISHES. ELIMINATE EDGING -TOOL MARKS ON CONCRETE SURFACES 5. CONCRETE PLACEMENT I. MOISTEN SUBBASE TO PROVIDE A UNIFORM DAMPENED CONDITION AT TIME CONCRETE IS PLACED. If. COMPLY WITH ACI 301 (ACI 301M) REQUIREMENTS FOR MEASURING, MIXING, TRANSPORTING, PLACING, AND CONSOLIDATING CONCRETE. Ill. DEPOSIT AND SPREAD CONCRETE IN A CONTINUOUS OPERATION BETWEEN TRANSVERSE JOINTS. DO NOT PUSH OR DRAG CONCRETE INTO PLACE OR USE VIBRATORS TO MOVE CONCRETE INTO PLACE. IV. SCREED PAVING SURFACE WITH A STRAIGHTEDGE AND STRIKE OFF. V. COMMENCE INITIAL FLOATING USING BULL FLOATS OR DARBIES TO IMPART AN OPEN -TEXTURED AND UNIFORM SURFACE PLANE BEFORE EXCESS MOISTURE OR BLEED WATERAPPEARS ON THE SURFACE. DO NOT FURTHER DISTURB CONCRETE SURFACES BEFORE BEGINNING FINISHING OPERATIONS OR 6. CONCRETE PROTECTION AND CURING I. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. If. COMPLY WITH ACI 306.1 FOR COUD-WEATHER PROTECTION. Iii. EVAPORATION RETARDER: APPLY EVAPORATION RETARDER TO CONCRETE SURFACES IF HOT, DRY, OR WINDY CONDITIONS CAUSE MOISTURE LOSS APPROACHING 0.2 LB/SQ. FT. X H (i KG/SQ. M X H) BEFORE AND DURING FINISHING OPERATIONS. APPLY ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AFTER PLACING, SCREEDING, AND BULL FLOATING OR DAREIMNG CONCRETE BUT BEFORE FLOAT FINISHING. iv. BEGIN CURING AFTER FINISHING CONCRETE BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE. V. CURING METHODS: CURE CONCRETE BY MOISTURE CURING, MOISTURE -RETAINING -COVER CURING, CURING COMPOUND, OR A COMBINATION OF THESE. M. PENETRATING, ANTI-SPALUNG SEALER TREATMENT APPLY COMPOUNDS TO CLEAN, DRY CONCRETE SURFACES FREE OF OIL DIRT, AND OTHER FOREIGN MATERIAL ACCORDING TO MANUFACTURER'S SPECIFICATIONS SEALER TO BE APPLIED TO ALL EXTERIOR CONCRETE PAVING AND CURBS AFTER CONCRETE HAS CURED 28 DAYS. 7. PAVING TOLERANCES I. COMPLY WITH TOLERANCES IN ACI 117 AND AS FOLLOWS a. ELEVATION: 3/4 INCH (19 MM). b. THICKNESS: PLUS 3/8 INCH (10 MM), MINUS 1/4 INCH (6 MM). C. SURFACE: GAP BELOW 10 -FOOT- (3-M-) LONG, UNLEVELED STRAIGHTEDGE NOT TO EXCEED 1/2 INCH (13 MM). d. JOINT SPACING: 3 INCHES (75 MM). e. CONTRACTION JOINT DEPTH: PLUS 1/4 INCH (6 MM), NO MINUS. f. JOINT WIDTH: PLUS 1/8 INCH (3 MM), NO MINUS. 11. APPLY PAINT WITH MECHANICAL EQUIPMENT TO PRODUCE MARKINGS OF DIMENSIONS INDICATED WITH UNIFORM, STRAIGHT EDGES. APPLY AT MANUFACTURER'S RECOMMENDED RATES TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS (0.4 MM). 8. REPAIRS AND PROTECTION 1. REMOVE AND REPLACE CONCRETE PAVING THAT IS BROKEN, DAMAGED, OR DEFECTIVE OR THAT DOES NOT COMPLY WITH REQUIREMENTS IN THIS SECTION. REMOVE WORK IN COMPLETE SECTIONS FROM JOINT TO JOINT UNLESS OTHERWISE APPROVED BY ENGINEER. IT. PROTECT CONCRETE PAVING; FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14 DAYS AFTER PLACEMENT. WHEN CONSTRUCTION TRAFFIC IS PERMITTED, MAINTAIN PAVING AS CLEAN AS POSSIBLE BY REMOVING SURFACE STAINS AND SPILLAGE OF MATERIALS AS THEY OCCUR. H0. MAINTAIN CONCRETE PAVING FREE OF STAINS, DISCOLORATION, DIRT, AND OTHER FOREIGN MATERIAL SWEEP PAVING NOT MORE THAN TWO DAYS BEFORE DATE SCHEDULED FOR SUBSTANTIAL COMPLETION INSPECTIONS. At. DOWEL BARS: ASTM A 615/A 615M, GRADE 60 (GRADE 420) PLAIN -STEEL BARS; ZINC COATED DEMOLITION: (GALVANIZED) AFTER FABRICATION ACCORDING TO ASTM A 767/A 767M, CLASS I COATING. CUT BARS TRUE TO LENGTH WITH ENDS SQUARE AND FREE OF BURRS. A. GENERAL All. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS, WELDED WIRE REINFORCEMENT, AND DOWELS IN PLACE. MANUFACTURE THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL EXISTING STRUCTURES, FENCES, CONCRETE AND BAR SUPPORTS ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE" FROM STEEL WIRE, PLASTIC, PAVEMENT ON SITE, UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. OR PRECAST CONCRETE OF GREATER COMPRESSIVE STRENGTH THAN CONCRETE SPECIFIED. 2. CONCRETE MATERIALS THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. I. CEMENTITIOUS MATERIALUSE THE FOLLOWING CEMENTITIOUS MATERIALS. OF SAME TYPE. BRAND. AND R. 9NMMARY THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: 1. ASPHALT PARKING LOT. 2. MISCELLANEOUS CONCRETE, STORM SEWER, PLANT MATERIAL UNDERGROUND CONDUITS, SITE LIGHTS, ETC., LOCATED ON SITE. C. SUBMITTALS SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 1. A PROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED. 2. PROVIDE A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE Ili. WATER: POTABLE AND COMPLYING WITH ASTM C 94/C 94M. Tv. ALR -ENTRAINING ADMIXTURE: ASTM C 260. V. CHEMICAL ADMIXTURES ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER D ADMIXTURES AND TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER-SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL VI. NOTE: WHERE CLASS A. B, OR C CONCRETE IS REFERENCE IN PLANS OR SPECIFICATIONS, THE CLASS IS AS DEFINED IN ACI 347-04. 3. CURING MATERIALS 1. ABSORPTIVE COVER: AASHTO M 182, CLASS 3, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305 G/SQ. M) DRY. If. MOISTURE -RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP -POLYETHYLENE SHEET. Ill. WATER: POTABLE. Iv. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR, FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. V. CLEAR, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 1, CLASS B. DISSIPATING, N. WHITE, WATERBORNE, MEMBRANE -FORMING CURING COMPOUND: ASTM C 309, TYPE 2, CLASS B. DISSIPATING. 4. FIBER REINFORCEMENT E 1. FIBROUS REINFORCEMENT: 100% VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS FOR SECONDARY REINFORCEMENT OF CONCRETE, ASTM C 116, TYPE III. SHALL CONTAIN NO REPROCESSED OLEFIN MATERIALS. a. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING F FIBERMESH 150; PROPEX CONCRETE SYSTEMS CORP., STEALTH FIBER MICRO REINFORCEMENT; SI CONCRETE SYSTEMS, OR APPROVED EQUAL 5. RELATED MATERIALS 1. JOINT FILLERS: ASTM D 1751, ASPHALT -SATURATED CELLULOSIC FIBER OR ASTM D 1752, CORK OR SELF -EXPANDING CORK IN PREFORMED STRIPS. If. PENETRATING ANT-SPALUNG SEALER: THE SEALER SHALL BE A SILANE WATER BASED COMPOUND WHICH HAS A 96% CHLORIDE -ION SCREEN AND A REPELLENCY FACTOR OF 92% WHEN TESTED IN ACCORDANCE WITH NCHRP #244, TEST METHOD. IN ADDITION, THE SEALER -TREATED CONCRETE MUST EXHIBIT NO SCALING WHEN EXPOSED TO 120 CYCLES OF FREEZING -AND -THAWING IN ACCORDANCE WITH ASTM C 672. a. PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE ONE OF THE FOLLOWING: "WEATHER WORKER HEAVY-DUTY WB (J-27 WB)"; DAYTON SUPERIOR CORP., "ENVIROSEAL 20"; HYDROZO INCORP., "PENTANE WB": L & M CONSTRUCTION CHEMICALS, INC. 6. CONCRETE MIXTURES L PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301 (ACI 301M), WITH THE FOLLOWING PROPERTIES:0. COMPRESSIVE STRENGTH (28 DAYS): 4000 PSI (27.6 MPA). ED. COMPLET JOB CONDITIGNS 1. SALVAGED MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED FROM STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED ITEMS FROM THE SITE AS THEY ARE REMOVED. L STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE. 2. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. 3. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 1. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. 4, PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS. 5. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS. 6. UTIUTY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES. DEMOUTION 1. BELOW -GRADE CONSTRUCTION: DEMOLISH FOUNDATION WALLS AND OTHER BELOW -GRADE CONSTRUCTION, INCLUDING CONCRETE SLABS, TO A DEPTH OF NOT LESS THAN 48 INCHES BELOW LOWEST FOUNDATION LEVEL 2. FILLING VOIDS COMPLETELY FILL BELOW -GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION STRUCTURES. DISPOSAL OF DEMOLISHED MATERIALS 1. GENERAL REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 2. REMOVALTRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE. SANITARY & WATER SPECIFICATIONS NOTE: 1. REFER TO CLAY TOWNSHIP REGIONAL WASTE DISTRICT LATEST EDITION OF STANDARDS AND SPECIFICATIONS FOR FOR SANITARY SEWER. 2. REFER CITY OF CARMEL WATER LATEST EDITION OF STANDARDS AND SPECIFICATIONS FOR WATER. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AM E Ri CAN IM STRUCTUREPOINT INC. FA 7260 Shadeland Station I Indianapolis, Indiana 46266 TEL 317.547,55801 FAX 317.543.0270 V struaturepointxom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03(17/2017 PROJECT PHASE: I /A ITAC COMMENTS 105/10/20171 Project Number 2016.00348 SPECIFICATIONS FILE A JUN 2,3 2017 1 N a r 0 0 J a CITY OF CARMEL PAVING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DEUVERY, SPREADING, FINISHING, COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSE RIGHT-OF-WAY FOR ROADWAYS, AUXILIARY LANES AND ASPHALT MULTI -USE PATHS. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTUNED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETNG HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN; b)THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENTS) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. I)THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. 2)FOUNDATION A) GENERAL 1) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. B) EXCAVATION AND EMBANKMENT 1) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL. VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES ii)EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM 1WTHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOD SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. Ili) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. (6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. C) SOIL SUBGRADES I) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POUCY AND ONLY THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. Hi)THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. Iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARED. COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS. iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. ANY AGGREGATE BASE OR HOT MIX ASPHALT PAYING OPERATIONS UMMENCE. AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING STONE OR SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF RODS PRIOR TO PLACEMENT OF THE AGGREGATE D) EXISTING PAVEMENT 1) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION 306.02, 306.03, 306.05, 306.07 AND 306.08 OF THE STANDARD SPECIFICATIONS ii)LOCAUZEO WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE WILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02. 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS ill) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM THE OPERATION. IV) MILLED AREAS. THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE LIQUIDATED DAMAGES. 3)AGGREGATE BASES A) GENERAL 1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATONS, II)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. ill) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS. Iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN:A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. v)AGGREGATE BASES. SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS H) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS R)FROZEN MATERIAL SHALL NOT BE PLACED. Iii) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION 1) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. O)THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED. D) SPREADING AND FINISHING 1) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ii)1HE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF SUBSEQUENT PAWING CURSES SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4)ASPHALT PAVEMENT A) GENERAL I) THIS WORK O HOT MIX ASPHALT (HMA) MIXTURES ON AN PREPARED FOUNDATION INTERMEDIATE,RE COURSES OF BASE, OR ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. Ii)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATE ON THE APPROVED CONSTRUCTION DOCUMENTS. ill) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS. iv) EQUIPMENT FOR HMA OPERATIONS. INCLUDING BUT NOT UNITED TO PRODUCTION, HAUUNG/TRANSPORTATION, LAYDOWN, COMPACTON AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 409 OF THE STANDARD SPECIFICATIONS v)INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAVING SEASON. vi) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING: (1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE UNITS OF THE WIDENING SECTION. (2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO A CLEAN EDGE. (3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE WITH THIS POLICY. (4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. (5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS. B) PREPARATION I) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE W11H SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA CURSES IN ACCORDANCE WITH SECTION 30(111) U THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE. B)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES. iii) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. IV) ASPHALT SURFACES BETWEEN CURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. V)CONTACT SURFACES OF CURBING, UTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS M) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. vii) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS. C) WEATHER AND SEASONAL LIMITATIONS 1) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACE IS 45F (7Y:) OR ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE, THERE SHALL BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16 OF THE STANDARD SPECIFICATIONS. II)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE. 01) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. iv) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE OURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVE FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 40(i) OF THIS POLICY AND THE PAYING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZE AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v)IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED U AN APPROVED FOUNDATION PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. VI) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING. D) SPREADING AND FINISHING 1) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C) OF THE STANDARD SPECIFICATIONS. iH)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTON SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATE OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED, II!) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED AND REPLACED. IV) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN ANY WAY DEFECTIVE SHALL BE REMOVE AND REPLACED. E) JOINTS 1) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS F) COMPACTION H) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED. Hi)ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING. 5)INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POUCY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POUCY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH PROOFROLLS. D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTON OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF ALL CURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THAN ONE HALF INCH (1/2") IN ANY CURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBUGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVE CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVE CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. H) IF THE CONTRACTOR FAILS TO COMPLY FORTHIWTH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTON, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVE; AND TO DEDUCT THE COSTS FROM ANY MONIES UE OR TO BECOME DUE. 1) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDE BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6)ACCEPTANCE A) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDE THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT. CITY OF CARMEL CURBING POLICY 1) GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POUCY SHALL INCLUDE THE PRODUCTION, HAUUNG/DEUVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT-OF-WAY. B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POUCY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUAUTY OF THE WORK COMPLETE SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED. D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY. E)IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY. F)NOTIING CONTAINED HEREIN SHALL BE CONSTRUED AS PROH181TING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION. G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS H) FOR THE PURPOSES OF THIS POUCY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: a) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL. it) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYE BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK. 1) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS. J)PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK. K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING. L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POUCY RELATE TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETALS. N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE UNITS OF THE CITY OF CARMEL 0) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL. 2) FOUNDATION A) GENERAL I) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. ii) THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY. B) EXCAVATION AND EMBANKMENT i) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILUNG FOR REMOVE ITEMS WITHIN THE SLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVE WITHIN THE LIMITS OF THE SLOPE STAKES. Ii) EXCAVATIONS (1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE PATH SECTION 203 OF THE STANDARD SPECIFICATIONS. iii) EMBANKMENTS (1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS. (3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING. GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS. (4) .PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6 -INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS. (5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION. 8 LOOSE DEPTH OF EACH EMBANKMENT UFT FINAL COMPACTED DEPTH COMPACTION () METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE 'NTH SECTION 203 OF THE STANDARD SPECIFICATIONS C) SOIL SUBGRADES 1) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION ZIA) AND SECTION 2(8) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTIUTIES AND SUBSURFACE DRAINS INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFIWNG WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS. ii) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES. iii) THE SUBGRADE SHALL BE UNIFORMLY PREPARE, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS iv) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURBING. V) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROU. BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING. 3) AGGREGATE BASES A) GENERAL 1) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. III) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS iv) THE AGGREGATE BASE MATERIAL SHALL BE HANDLE AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS. V) AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. B) TEMPERATURE AND SEASONAL LIMITATIONS I) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. I) FROZEN MATERIAL SHALL NOT BE PLACED. ill) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAYING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY. C) PREPARATION I) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. I!) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACE. D) SPREADING AND FINISHING I) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ii) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS. iii) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE URB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) CONCRETE URB A) GENERAL I)THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS IH) CONCRETE URB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CIN OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS. ill) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POUCY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAUUNG/DEUVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS. V) CONCRETE PRODUCTION, MIXING AND HAULING/OEUVERY SHALL BE IN ACCORDANCE WITH SECTION 50210 OF THE STANDARD SPECIFICATIONS. VI) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON. B) PREPARATION !)THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND 30(111) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING. ii) ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING. C) WEATHER AND SEASONAL LIMITATIONS !)CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50'F AND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS 501F OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURES LESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS. ii) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. ill) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACE BETWEEN DECEMBER 15 AND MARCH 30. Iv) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS OF SECTION 4C(l) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. v) IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 40(l) OF THIS POUCY BETWEEN APRIL 1 AND APRIL 15, CONCRETE URB SHALL BE ALLOWED TO BE PLACE ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR. vQ THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT, CURING AND FINISHING. D) PLACEMENT I)CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS. ii) CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS ill) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS. IV) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(8) OF THE STANDARD SPECIFICATIONS. E) JOINTS i),IONTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS. Hi) JOINTS SHALL BE INSTALLED AT INTERVALS OF 10 -FEET OR LESS; 5 -FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATE AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF %-INCH. Ill) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION. IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK. F) FINISHING AND CURING !)THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS. ii) CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSE SURFACES ON SLIP -FORMED CONCRETE URB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS. ARE REMOVED. 111) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILUNG OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILUNG i)THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(0) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS PUCY. ii) BACKFILLING OPERATIONS SHALL BE COMPLETE PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC 5) INSPECTIONS A) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POUCY. C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48 -HOURS IN ADVANCE OF SUCH'PROOFROLLS. D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO BACKFILUNG OPERATIONS. E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPUNG AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPUCABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER. F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH G) NOT ' ENGINEERS OR UNDER THEIR ENGINEERS OR CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE. H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACE IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE 1) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH PATH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE. J) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER. 6) ACCEPTANCE A) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTION DOCUMENTS. B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABUSH THE EXTENDED BONDING REQUIREMENT. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 wa A..R; ",STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46266 TEL 317.547.6680 I FAX 317.543.0270 v xlrueturepoint.eom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 IQ J OJPv�� O 0 �G r NF CERTIFIED BY ISSUANCEINDEX DATE: 03/1712017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE = TAC COMMENTS 05/10/201 Project Number 2016.00348 CITY OF CARMEL SPECIFICAT4;4NLS �„ Jt1At P,2 2017 C ® ® 71�A.`OLTONCOUN'so —��0 (sphal9� direction only -�� exist stnIitory mi T 1.:845.32 636 - v(w):834.20 /L. (gloss) idl(ft) 834.54 ' I I JOEwneLVANy1' +epi / Insti#2012043306 i Z NTNG: R-3 emt e,/,{]{Yy,F�,y 8'11 in.1s): 837.30 I II I j� 0 ner. I II IJ O ANS I 1 Inst. 2 12023620 �pq� ZONIN R-3 ` + I1 t i li i Owner: /JL PROPERTY INVESTMENTS i Instr#2016001686 i ZONING: R-3 + —. — — — — — _— — -Y--- J1 1 `, �`---- Owner; Robert Schaefer instr#2009004580 \, ZONING: R-3 di:ectio ' I wi II I t I/'�,IIpny,) Il exist drainage h Inv( :630.78 ILII II- :II I Owner. II Robert Schaefer instr#2009004580 ZONING: R-3 ! It II / n Owner. Robert Schaefer % / "•o I Instr#200500068816 / II ZONING: R-3 II III f It —\ — — — — — — — --IF-!! L - - II __ Owner: II II I j '` -`"\� Robert Schaefer 11I �r#ON2005000688'. �l ZING R-3 at m � W F to I / r- 1 N o----=---=____=___-------- 0 a — ..... AS 78M 5 (4'metef.ktace) (grass) t STREET W (wocdan nw 832.t5 (gr-) - Ins 831 Thome Rental 01 f a'i �.y e` .• _ `• Owner: BRIGHTHOUSE NETWORKS unuTY / Robert Schaefer \• i mh Instr#200500068814 -� Owner:- HamVII County Area -_ I /'\ - Neighbol4bal ��\ Developawwn ry Pa Im(e):820.77 inv(w):82 (9.068), Ins )16060150 inv(n):821.67t6] \ \ ZONIkG: R-3 2.24 A6,RES* (wooden post) post inv(n):826.84 drop 4°. +" /direction only.,A A, (woods) ' + P ! i T I la+/BK)i I 1 nw 832.t5 (gr-) - Ins 831 Thome Rental 01 f a'i �.y e` .• _ `• Owner: BRIGHTHOUSE NETWORKS unuTY / Robert Schaefer ops h "y i mh Instr#200500068814 -� TELEPHONE I tr.835-33 ZONING: R-3 �T ry Pa Im(e):820.77 inv(w):82 (9.068), CARMEL FIRE DEPT inv(n):821.67t6] '4' (wooden post) post inv(n):826.84 drop 4°. +" /direction only.,A nw 832.t5 (gr-) - Ins 831 Thome Rental ,�(wooden PasQ P 0 +e (cane pad) Owner. James and Mary Richards instr#200500018535 ZONING: R-3 tion only 837.12 lion only posts D. Line' -w �� exist sanitary rah EXISTING LEGEND --' s°._ ____._._+0" Ir.840.65 ---a.._.. \ in.(e):831.355 ,4. mv(w).631.5�,1 V COMBINATION POLE -o- SIGN _--40 direct DRAINAGE MANHOLE S) SANITARY MANHOLE 4,-'�=-^_.°�_ -_ ==- 0 STANDPIPE p;y = _ - - - - _ _ - _ - -'F = S 8' pvc FIRE HYDRANT *� , / i Q TEMPORARY BENCH MARK HANDINC.10 41 H WY WIRE ® TELEPHONE HANDHOLE 3 INS+ " -__..mp• - . / HOSE BIB 0 TELEPHONE MANHOLE 9r°,--ATBMSt � LID TREE (HAMILTON COUNTY 0 d` ® MAILBOX ,. N_ a .._ + __ _�_ _-._ • POST ® WATER METER AREA \\a POWER POLE NEIGHBORHOOD inv G3Q.76 J w/mss" \` BENCHMARK DATA (NAD'83)) DEVELOPMENT) EHELD LEK 838.28Fl1E 17-72670320 FOR ISP EAST FOR BASE #500. 347 South 8th Street, Suite A 0' 30' 60' AS TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 #048-632 LOCATED AT SW CORNER OF THE SCALE: 1"=30' INTERSECTION OF 1057H STREET AND MCPHERSON STREET. \; N I ELEV.:835.43 ) ) ASI TBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED *1W WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND �\ \\ ', !( j / OF 106TH STREEWT',M±15' FROM OFLT SOUTH HAAMERICAN t I / I DRIVE 1155 E 106TH STREET. \., ELEV.:842.61 0STRUCTUREPOINT THOMA%7 `D�J(1DITHI `\\ \, \�,. LEGAL DESCRIPTION DUST ONIIrG2012058531¢ \ ` 20NIIyIG: R�3 i / , �• \ ; 72605hatlelantl Station Ilntlianapolis, Indiana 46256 PAR/ I \ , i�\•- j _ LOT NUMBER T 20 AND 79 FEET BY PARALLEL DNES OFF THE ENTIRE NORTH TEL 317.547.55801 FAX 317.543.0270 \ �_ i �` SIDE OF LOT NUMBER 19 IN UE FARMS ADDITION TO THE TOWN OF w .shructurepoint.00m + ' ` HOMEPLACE, HAMILTON COUNTY, INDIANA RECORDED IN D® RECORD, 109, PAGES 50-51 IN THE OMCE OF WE RECORDER OF HAMILTON COUNTY, INDIANA / PARCEL u: i \'•-_%� A PART OF THE NORTHWEST QUARTER OF SECTOR 12, TOWNSHIP 17 NORTH, RANGE 3 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGIN AT A POINT 1317 1/4 FEET FAST OF THE NORTHWEST CORNER OF SECTION 12, TOWNSHIP 17 NORTH, RANGE 3 EAST. RUN THENCE EAST 240 FEEL THENCE SOUTH 161 1/2 FET: THENCE WEST 240 FEET: THENCE NORTH 181 1/2 FEET TO THE BEGINNING t I EXCEP71NP THEREFROM THE FOLLOWING f I II I \ A PART OF THE NORTHWEST QUARTER OF SECTION 1t TOWNSHIP 17 NORTH, RANGE 3 EAST, BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS l BEGINNING AT THE NORTHWEST COMER OF LOT NUMBER 1 IN UTNE FARMS ADDITION TO NOME PUCE. AS PER PLAT THEREOF. RECORDED IN D® RF(YIRD taa. PACTS :4-51. IN WE OFFICE OF THE RECCRDOR OF HAMILTON 01�6N8836'04"W - 119.91' - - - (asphol 105TH STREET b� {gn\) (only utilities morked)\ r. ne __ 01 f a'i �.y e` .• _ `• / tagn9' — / e� 24" \cp directbn omy —\'1 n o� = S existmaitory h inv(w):820.29-,-__ m(e):820.21 'j3'metal�eY _.. tion T _— — Owner:\. David and Jeannie Benz \ BRIGHTHOUSE NETWORKS unuTY CABLE TELEVI: ELECTRIC ops h "y GAS STORM SEWER TELEPHONE ' 3 v � I CARMEL AT&T STEVEN KREBS CARMEL UTILITIES / CARMEL FIRE DEPT '4' (wooden post) post 4°. ' + P ,�(wooden PasQ P 0 +e (cane pad) Owner. James and Mary Richards instr#200500018535 ZONING: R-3 tion only 837.12 lion only posts D. Line' -w �� exist sanitary rah EXISTING LEGEND --' s°._ ____._._+0" Ir.840.65 ---a.._.. \ in.(e):831.355 ,4. mv(w).631.5�,1 V COMBINATION POLE -o- SIGN _--40 direct DRAINAGE MANHOLE S) SANITARY MANHOLE 4,-'�=-^_.°�_ -_ ==- 0 STANDPIPE p;y = _ - - - - _ _ - _ - -'F = S 8' pvc FIRE HYDRANT *� , / i Q TEMPORARY BENCH MARK HANDINC.10 41 H WY WIRE ® TELEPHONE HANDHOLE 3 INS+ " -__..mp• - . / HOSE BIB 0 TELEPHONE MANHOLE 9r°,--ATBMSt � LID TREE (HAMILTON COUNTY 0 d` ® MAILBOX ,. N_ a .._ + __ _�_ _-._ • POST ® WATER METER AREA \\a POWER POLE NEIGHBORHOOD inv G3Q.76 J w/mss" \` BENCHMARK DATA (NAD'83)) DEVELOPMENT) EHELD LEK 838.28Fl1E 17-72670320 FOR ISP EAST FOR BASE #500. 347 South 8th Street, Suite A 0' 30' 60' AS TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 #048-632 LOCATED AT SW CORNER OF THE SCALE: 1"=30' INTERSECTION OF 1057H STREET AND MCPHERSON STREET. \; N I ELEV.:835.43 ) ) ASI TBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED *1W WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND �\ \\ ', !( j / OF 106TH STREEWT',M±15' FROM OFLT SOUTH HAAMERICAN t I / I DRIVE 1155 E 106TH STREET. \., ELEV.:842.61 0STRUCTUREPOINT THOMA%7 `D�J(1DITHI `\\ \, \�,. LEGAL DESCRIPTION DUST ONIIrG2012058531¢ \ ` 20NIIyIG: R�3 i / , �• \ ; 72605hatlelantl Station Ilntlianapolis, Indiana 46256 PAR/ I \ , i�\•- j _ LOT NUMBER T 20 AND 79 FEET BY PARALLEL DNES OFF THE ENTIRE NORTH TEL 317.547.55801 FAX 317.543.0270 \ �_ i �` SIDE OF LOT NUMBER 19 IN UE FARMS ADDITION TO THE TOWN OF w .shructurepoint.00m + ' ` HOMEPLACE, HAMILTON COUNTY, INDIANA RECORDED IN D® RECORD, 109, PAGES 50-51 IN THE OMCE OF WE RECORDER OF HAMILTON COUNTY, INDIANA / PARCEL u: i \'•-_%� A PART OF THE NORTHWEST QUARTER OF SECTOR 12, TOWNSHIP 17 NORTH, RANGE 3 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGIN AT A POINT 1317 1/4 FEET FAST OF THE NORTHWEST CORNER OF SECTION 12, TOWNSHIP 17 NORTH, RANGE 3 EAST. RUN THENCE EAST 240 FEEL THENCE SOUTH 161 1/2 FET: THENCE WEST 240 FEET: THENCE NORTH 181 1/2 FEET TO THE BEGINNING t I EXCEP71NP THEREFROM THE FOLLOWING f I II I \ A PART OF THE NORTHWEST QUARTER OF SECTION 1t TOWNSHIP 17 NORTH, RANGE 3 EAST, BONG MORE PARTICULARLY DESCRIBED AS FOLLOWS l BEGINNING AT THE NORTHWEST COMER OF LOT NUMBER 1 IN UTNE FARMS ADDITION TO NOME PUCE. AS PER PLAT THEREOF. RECORDED IN D® RF(YIRD taa. PACTS :4-51. IN WE OFFICE OF THE RECCRDOR OF HAMILTON 01�6N8836'04"W - 119.91' - - - (asphol 105TH STREET b� {gn\) (only utilities morked)\ r. ne __ 01 f a'i �.y e` .• _ `• / tagn9' — / e� 24" \cp directbn omy —\'1 n o� = S existmaitory h inv(w):820.29-,-__ m(e):820.21 'j3'metal�eY _.. tion T _— — Owner:\. David and Jeannie Benz \ BRIGHTHOUSE NETWORKS unuTY CABLE TELEVI: ELECTRIC FIBER OPTIC GAS SANITARY BEY STORM SEWER TELEPHONE WATER FIRE DEP UTILITY CONTACTS COMPANY CONTACT BRIGHTHOUSE NETWORKS JASON KIRKMM DUKE ENERGY TRENT GODSEY VECTREN ENERGY JOANIE CLARK TWP REGIONAL WASTE DISTRICT RYAN HARTMM CARMEL ENGINEERING DEPT JEREMY KASHMA CARMEL AT&T STEVEN KREBS CARMEL UTILITIES JOAN DUFFY CARMEL FIRE DEPT CHRIS RIS CH i& HOME PLACE o AT I HOUSING 0.0x5 I GENERAL NOTES; t. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION, 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. 11 CAUTION 11 PHONE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 17) 532-9077 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 17) 896_6711 (including, but not limited to, manholes, Inlets, valves, and marks 17) XXX -)O= made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 17) 776-5532 UTILITIES FOR W441CH THERE IS NO ABOVE GROUND EVIDENCE OR 17) 844-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. WE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 17) 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 17) 525-4275 CONSTRUCTION. 17) 571-2443 CALL TOLL FREE "877" OR 1-800-382-5544 17) 571-2Ann - INDIANA UNDERGROUND - EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 4�a�G`O? O� CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: Project Number 2016.00348 EXISTI TOPOGRA Ill JUN 2,3 2011 C1 direction .,It — — — __ — �„— ° � •.(osonu.j only 1� 4!I 1QfC45 exist sanitary inn tr.84S32 ---_ !,r.(.) v(w):).8.54834.54 i v(n34/ l " I Owner 'r i I JOE EVAN i I I Inst' 20120j3306 I f ZONING: A-3 r J I"----------- exist ----------exist s •! inv(s . I � I � � I I /• I I' ----------- r ---------- r I I I I -- -- tlbe - — — — — — — — — — — I I exist drainage In 840. in�nr�� /I 1 1 r t II s' 06r. !! JOE PANS i ! Instr#2GI2023626 ZONIN$: R-3 1c !! II i / Owner. 11 ' JJL PROPERTY INVESTMENTS i I / Instr#2016001686 li I! ( I ZONING: R-3 II ly (IOwner: Robert Schaefer II I Instr#2009004580 !! / ZONING: R-3 II ,o II Owner. —v II i Robe t Schaefer ++ 8 Inst 009004580 \ ZONING: R-3 it !!I// i ( I u IY i Owner: j r II Robert Schaefer Instr#200500068818 i ZONING: R-3 i i n Owner: Robert Schaefer f r#Z2D05ODO86B16 J1 / i i J/ II iit if II i N if n ( Owner: Robert Schaefer Instr# 2005000688 14 \ exist sanitary mh p ZONING: R-3 v(e):820.77to 835.33 hhvtw):82095 81(gross)ingn):2.67 inv(n):826.84dro dictonreionlyii \ !I \ ------------------------------- — T -- — — —_ — -- — inr.633.04-1-__'_`__ ___--- -- -- .... , do — i ohe of 1 AS TB . 51 _ (gross) ( ) ons (grass) II o Owner p} exist dm6age m inr.831.25 Thorne Rental r RILL o ad J 12 (gross) yr 840.59 sa d wh to 106TH STREET (gaphat) I 3 r iI i (groin) � LL 1i S 1 i 3 i I �(wocoen Goal) ="- n 4 of N N tiQ 2 111',1 Owner: SF 1 Hamilton Development County en \ 1 _ Neighborhood Developmment Inc. ®2 2"meta'p` Ins!ni2016060150 1-7 ZONING: R-3 1 r (met lid) 2.24 0.CRESY ': (cont 09d) J (woad,) lko (a:pnat) 105TH STREET 9 oho— t, (only utilities marked) � nen. Streamsnna LLL IJ Owner. James and Mary Richards Instr#200500018535 ZONING: R-3 #rection ordy SERVICE TO I �); inr.837.12 THROUGHOUT f' %dimci. only �-irvy636.94 4°x4onc. posts morkedd\"Prop. Line w =w - exist samtary�h EXISTING LEGEND tc84085 nv(e): 831.55 _ (D ©` uZ 831.51 COMBINATION POLE v SIGN DRAINAGE MANHOLE ® SANITARY MANHOLE direct FIRE HYDRANT O STAND PIPE -- e Pvc 0 TEMPORARY BENCH MARK H WY WIRE ® TELEPHONE HANDHOLE HAND, INC. HOSE BIB © TELEPHONE MANHOLE _ (HAMILTON COUNTY — UD TREE ____._.._.___--�- ® MAILBOX - - - -�_' -- a POST WATER METER AREA & J fS POWER POLE rim\ NEIGHBORHOOD BENCHMARK DATA (NAD'83)) DEVELOPMENT) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. 347 South 8th Street, Suite A \. �\ ELEV:838,28 0' 30 60' AS TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON SCALE: 1"=30' STREET. \\ I ELEV.: 835.43 r1 i vl ASI TEM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED ' 1150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; ±26 SOUTH OF q OF 1061H STREET; 115' FROM (L OF ASPHALT AMERICAN DRIVE 1155E 106TH STREET.U111$TRUCTUREPOINT ELEK:842.61 wn� � \,\ '1� `` J / r I INC. THOMAS D JUG i \ /' DEMOLITION LEGEND GUSH Instr201205853('i ZONING: R-1 1 j1 1\ /\�_ EXISTING UTILITY TO BE REMOVED 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 517.547.5580 1 FAX 317.543.0270 rI. -- PAVEMENT TO BE SAWCUT v .structurepoint.com Jr fi j i\\ EXISTING FENCE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED EXISTING CONCRETE TO BE REMOVED \ EXISTING VEGETATION TO BE REMOVED % I i i \---•� I '� i ; a ® ®a SILT FENCE J I ` a sa %Cff� w e TREE PROTECTION FENCE M M M M M E CONSTRUCTION LIMITS Q KEYNOTES HOME PLACE 1. EXISTING ASPHALT PAVEMENT AND BASE MATERIAL TO BE REMOVED (SAWOUT FOR CLEAN EDGE) HOUSING 2. REMOVE EXISTING CONCRETE, BASE, CONCRETE PADS AND OTHER MISCELLANEOUS CONCRETE MATERIAL I 3. EXISTING TREE TO BE REMOVED 4. EXISTING WOODEN POST TO BE REMOVED J J 5. EXISTING SIGN TO BE REMOVED 6. EXISTING OVERHEAD ELECTRIC UNE TO BE RELOCATED EAST 105TH STREET & i I (COORDINATE LOCATION WITH ELECTRIC COMPANY) MCPHERSON STREET i1 7. EXISTING TREE TO BE PROTECTED CARMEL, INDIANA 46248 t — 17'— — -f — -1 — —,— — — j — + — — — — � i J �r Co'+ 24' vcp direction only — � f I ¢.� exist sanitary mh 1 0 tr.034.74 —nv(sw'f.830.f6— —' idetef_'fenas, J tion onl "� — T i (grass) Owner. i David and Jeannie Benz CABLE TELEVISION BRIGHTHOUSE NETWORKS ELECTRIC DUKE ENERGY FIBER OPTIC - GAS VECTREN ENERGY SANITARY SEWER CLAY TWP REGIONAL WASTE Mi. FIRE CARMEL UTILITIES JASON KIRKMAN TRENT GODSEY JEREMY KASHM STEVEN KRES JOHN DUFFY Q�aQJG`OC, OJPOaS� PQeQ �G C•� CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF IXISTWG UTILITIES PRIOR TO COMMENCING ANY CONSTRUC110N. CONTACT ENGINEER IF VARIATION EXISTS 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. Project Number 2016.00348 H CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, volves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHIOH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES MALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE '871" OR 1-800-382-5544 - INDIANA UNDERGROUND - DEMOLITIj FL�I JUN 2;3 2017 0FFICE0FNAI1XTorC0a.,,,.vFv;°, 110 '. )NE NO. 632-9077 896-6711 XXX-XXXX 776-5532 844-9200 571-24.11 525-4275 571-2443 571-2600 ti 0 ------------`� r- �;--- ------------ ------------ >(--------- - - I / I I - - - --- - - - - - -I % rasa •'a:T �JY (gross) Owner: 30' JOE --106TH STREET S89'O6'05"E - 232.41 2 Ix m ® M ie'aj 56.04'------ S6A4_----- ________ ____ " 15.52' OPOSED TWO ' FAMILY BUILDING C PROPOSED TWO 1,941 SFT FAMILY BUILDING D 4MAV FFE:841.50 ° 1,941 SFT FFE:841.90 i 5 0 4 -� 14 4 SINGLE FAMILY BUILDING B 1,100 SFT FFE:841.40 PLAY Owner: T1' f �JL PROPERTY INVESTMENTS lnstr#2016OD1686 ZONING: R-3 �1 (l w 40.6'1 150 PY 4 i! I NN gU1tAI 1,100 SFTO I� RAIN I ----I------GARDEN--------_` 1 j 12 _i1 �____________________. J / J L11 N88'S7'50" .-�-------- \ � I HamiRou County Area Owner: \ I Neighborhood Development Inc. I 2-2"metal-T]; / Robert Schaefer \ I Instrt2016060150 II Ins0 ZONING: R-3 ZONING: R-3 2.24 ACRESt I 1 \ - - - - - - - - -i AREA 11 & I I 1 PQ 11 v m 20' PROPOSED SANITARY o - - - - - - - - - --- J --u QD ASI TBM 51: (gross) L Owner. Robert Schaefer str'20050006B816 ZGNING R-3 VARIABLE WIDTH, DRAINAGE EASEMENT L \. Owner: Robert Schaefer Instr#200500068814 ZONING: R-3 (gross) (cone) (9ms9) Owner. Thorne Rental Propertiesi ne1r49001nnn5niOn LY BUILDING B 01 I 0 1,676 SFT RAIN GARDEN 16 BUFFER _ Ila ftli' Owner. James and Mary Richards Instr#200500018535 ZONING: R-3 4"z4" �onc. posts marked\'Prop. Line" O _l- 9 10 `. I a a i a \ a 1n N88'5804 W - 119.91 I � 1 Os (asphalt) P 105TH STREET0. t 1 ------- " J ``\ only alilities marked) linen I \ Streomsdua ILC David andd Jeannie Benz ROUSH Q I I , I � I t ,I VARIABLE WIDTH / DRAINAGE EASEMENT t � I 1 ` ` e / EXISTING LEGEND 1 -b- COMBINATION POLE SIGN I Q DRAINAGE MANHOLE 0 SANITARY MANHOLE I OO FIRE HYDRANT 0 STAND PIPE F- GUY WIRE A TEMPORARY BENCH MARK HAND INC. ---- --- HOSE BIB � yy ® TELEPHONE HANDHOLE f _. A&-iBM"51 F4 8 TELEPHONE MANHOLE UD TREE (HAMILTON COUNTY TREE -----------�, ___ __._. ® POST ® WATER METER AREA d POWER POLE NEIGHBORHOOD SITE LEGEND DEVELOPMENT) LIGHT DUTY ASPHALT 347 South 8th Street, Suite A PAVEMENT 0> 30 60' Noblesville, Indiana 46060 ' HEAVY DUTY ASPHALT PAVEMENT SCALE 1"=30' RIGHT WAY ASPHALT PAVEMENT CONCRETE PAVEMENT I' Ji I q AnaEUICnN SSTRUCTUREPOINT SITE DATA TABLE NC. SITE ZONING: R-3 ! PROJECT AREA: 2.24± ACRES / i I BUILDING AREA: 9,'134' SFT 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.647.55601 FAX 317.543.0270 i I SITE IMPERVIOUS AREA: ±0.73 ACRES w .serueturepointeam STANDARD PARKING (9'x16'): 19 ADA PARKING PROVIDED: 2 (INCLUDES VM ACCESSINS ) -- ✓' ^ TOTAL PROPOSED PARKING. 21 I O KEYNOTES 1. 6" CONCRETE CURB 2. CURB TAPER _ 3. CURB TURNOUT \� 4. CONCRETE SIDEWALK 5. COMBINED CONCRETE CURB As WALK 6. CONCRETE TRASH PAD HOME PLACE 7. MULTI USE PATH HOUSING 8. 4" WHITE UNE, SOLID. THERMOPLASTIC 9. STOP SIGN 10. 24" STOP BAR, WHITE, PAINTED 11. ADA RAMP 12. CONCRETE PATIO (TYP) SEE ARCHITECTURAL PLAN FOR DETAILS EAST 105TH STREET & 13. PARKING SPACE (4" WHITE PAINT STRIPE) MCPHERSON STREET 14. LONGITUDINAL SIDEWALK CURB RAMP CARMEL, INDIANA 46248 15. CONCRETE WHEEL STOP 16. ADA PARKING SPACE (4" BLUE PAINT STRIPE) 17. ADA ACCESSIBLE PARKING SYMBOL 18. ADA ACCESSIBLE PARKING SIGN 19. DEPRESSED CURB 20. FU RE M LTI SE PATH 21. WOOD POST 6' ON CENTER Is � i I ��✓ I 1 BUILDING GROUND FLOOR AREA: MULTI -FAMILY A & B UNIT 1 838 SF UNIT 2 838 SF MULTI -FAMILY C & D UNIT 1 970 SF UNIT 2 970 SF ! , GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. !/ I 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 1 ( 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. t 4 NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT I O PQeFOQ-G O, CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION I DATE 1 TAC COMMENTS 05/10/201 \ Owner: \ Robert Schaefer \ Instr#2009004580 ZONING: R-3 s PROJECT IS SUBJECT TO THE CITY OF CARMEL Owner: Robert Schaefer Inslr#200500068818 ORDINANCE. ZONING: R-3 o - - - - - - - - - --- J --u QD ASI TBM 51: (gross) L Owner. Robert Schaefer str'20050006B816 ZGNING R-3 VARIABLE WIDTH, DRAINAGE EASEMENT L \. Owner: Robert Schaefer Instr#200500068814 ZONING: R-3 (gross) (cone) (9ms9) Owner. Thorne Rental Propertiesi ne1r49001nnn5niOn LY BUILDING B 01 I 0 1,676 SFT RAIN GARDEN 16 BUFFER _ Ila ftli' Owner. James and Mary Richards Instr#200500018535 ZONING: R-3 4"z4" �onc. posts marked\'Prop. Line" O _l- 9 10 `. I a a i a \ a 1n N88'5804 W - 119.91 I � 1 Os (asphalt) P 105TH STREET0. t 1 ------- " J ``\ only alilities marked) linen I \ Streomsdua ILC David andd Jeannie Benz ROUSH Q I I , I � I t ,I VARIABLE WIDTH / DRAINAGE EASEMENT t � I 1 ` ` e / EXISTING LEGEND 1 -b- COMBINATION POLE SIGN I Q DRAINAGE MANHOLE 0 SANITARY MANHOLE I OO FIRE HYDRANT 0 STAND PIPE F- GUY WIRE A TEMPORARY BENCH MARK HAND INC. ---- --- HOSE BIB � yy ® TELEPHONE HANDHOLE f _. A&-iBM"51 F4 8 TELEPHONE MANHOLE UD TREE (HAMILTON COUNTY TREE -----------�, ___ __._. ® POST ® WATER METER AREA d POWER POLE NEIGHBORHOOD SITE LEGEND DEVELOPMENT) LIGHT DUTY ASPHALT 347 South 8th Street, Suite A PAVEMENT 0> 30 60' Noblesville, Indiana 46060 ' HEAVY DUTY ASPHALT PAVEMENT SCALE 1"=30' RIGHT WAY ASPHALT PAVEMENT CONCRETE PAVEMENT I' Ji I q AnaEUICnN SSTRUCTUREPOINT SITE DATA TABLE NC. SITE ZONING: R-3 ! PROJECT AREA: 2.24± ACRES / i I BUILDING AREA: 9,'134' SFT 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.647.55601 FAX 317.543.0270 i I SITE IMPERVIOUS AREA: ±0.73 ACRES w .serueturepointeam STANDARD PARKING (9'x16'): 19 ADA PARKING PROVIDED: 2 (INCLUDES VM ACCESSINS ) -- ✓' ^ TOTAL PROPOSED PARKING. 21 I O KEYNOTES 1. 6" CONCRETE CURB 2. CURB TAPER _ 3. CURB TURNOUT \� 4. CONCRETE SIDEWALK 5. COMBINED CONCRETE CURB As WALK 6. CONCRETE TRASH PAD HOME PLACE 7. MULTI USE PATH HOUSING 8. 4" WHITE UNE, SOLID. THERMOPLASTIC 9. STOP SIGN 10. 24" STOP BAR, WHITE, PAINTED 11. ADA RAMP 12. CONCRETE PATIO (TYP) SEE ARCHITECTURAL PLAN FOR DETAILS EAST 105TH STREET & 13. PARKING SPACE (4" WHITE PAINT STRIPE) MCPHERSON STREET 14. LONGITUDINAL SIDEWALK CURB RAMP CARMEL, INDIANA 46248 15. CONCRETE WHEEL STOP 16. ADA PARKING SPACE (4" BLUE PAINT STRIPE) 17. ADA ACCESSIBLE PARKING SYMBOL 18. ADA ACCESSIBLE PARKING SIGN 19. DEPRESSED CURB 20. FU RE M LTI SE PATH 21. WOOD POST 6' ON CENTER Is � i I ��✓ I 1 BUILDING GROUND FLOOR AREA: MULTI -FAMILY A & B UNIT 1 838 SF UNIT 2 838 SF MULTI -FAMILY C & D UNIT 1 970 SF UNIT 2 970 SF ! , GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. !/ I 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 1 ( 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. t 4 NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT I O PQeFOQ-G O, CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION I DATE 1 TAC COMMENTS 05/10/201 AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS s PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY j I ORDINANCE. Project Number 2016.00348 k I !! CAUTION !! \- ' / THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN SITE PLAN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE _TL (Including, but not limited to, manholes, Inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND i UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE 1, EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES \>7 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL -1- - CONSTRUCTION. CALLTOLL FREE "811" 2 O O OR 1-800-382-5544 INDIANA UNDERGROUND - , gvectian oniy� 3 II j = ' 0 e _ "let sanitary mh % i tr.845.32 !'�- it 0 nor, ! II / JOE !:V S / Ins of 12 36201 II ZONING: R-3 , II / r i 11 rJr I l V -BOTTOM SWA>E O �dr I i i WITH 6' PRF 0 / 1) Owner: ' i I II ///JL PRO ERTY INVESTMENTS U f II I I L- ' Ins 2016001686 t j NTNG: R-3 / it I Itit \\ It 1 I .. __'Ufl?s of D,: II_ V, 1 Robert chaefer I'stF#200 4580 ZONING: ZONING: -3 1If krecif 11`7-- if I / -4------------- exist ----------exist droincge Ih� p tt --I--•�'--•-_.\M1 U:840.3 mv(1830. 6 a II � Own _ �� II Ro cha far n !t \ r#2009004580 It 1 I ZONING: R-3 n V-BOTF M SL WA itNTH 6 PE ------ - -- �-�- ----w ------ II r� I 11 Owner. { Robert Schaefer I r#200500068818 it _I ZONING:NTNG: ft -3 I / r it ii tt �' •j.\. if i !! u Ii 11 III - - - - - - - - V=BOTTOM Still nIt j/ / /r --- o i'i II I ---- / - n j I Owner: I.'Robert Schaefer f*,#200500068816 / u II/� 28NING R-3 i I B \ �• n I +0� AST (4'mela�ke ie) grass) r(n):821.671.67 (gross) --63 m(n): 826.84 drop (gross) Thorne Rental _ t - STREET (Ospaa!t) ,,..,.,,wr...r._-_'`•,�*.4�__.- - : B42.40i My ,. `-... 842 841.00 � �:640.62.•.:. ...:...:..:.::';.G�`::';; �;, _.. 842.88:1TC PROPOS PROPOSD •. _____ - ___ __ __ 4t -� BG RIOF-WAY+4+`,q _ STORM STEN 100 84278 4683525 30' SETBACK i \`\ 84150-- 1 . 841.50 a 841.90 o OP08ED TWO 641.90 i \ o FAMILY BUILDING C- -- •c PROPOSW TWO 1,941 SFT FAMILY BUILDING D X1'29 • i FFE:841.50 1,941 SFT FFE:841,90 3 (woods) +e 0 SINGLE FAMILY BUILDING B 1,100 SFT FFE:041.40 A STR FAMILY BUILDING B 1.676 SFT RAIN (GARDEN MRM SIR 11 J SIR 101 N 105 SWALE O 1.2% SLOPE . RFORATED SSD Owner. nes and Mary Richards Instr#200500018535 ZONING: R-3 :ion only posts 3. Line" TARY MH Q 134.48 David and Jeannie Benz - e;o=-====en=c•yrn EXISTING LEGEND c$v V. 840 65 1 + a - --- 831.8 * __ + , �•-� im(w).831.51 -6 COMBINATION POLE -c- SIGN iv 8 - v �� 0 DRAINAGE MANHOLE OO SANITARY MANHOLE _ eirec( wmes n - -- _�° _ _ _"-�``� _ _ _ _ _ = O STAND PIPE �¢� w°n' ww�� �`_____________�= S pc � FIRE HYDRANT ;T+ TEMPORARY BENCH MARK GUY WIRE HAINC. _...- �. ! __--. / ® TELEPHONE MANHOLE , _ " ._ � � e" � HOSE BIB 8 TELEPHONE MANHOLE ASF -78M"51 (HAMILTON LINT WTo u+zo STEER - ® MAILBOX IS ,i11,,%% 1841.951 ME\\ H,ro� + _.--. • POST METER AREA POWER POLE U y76V NEIGHBORHOOD w/mss \` BENCHMARK DATA (NAD') DEVELOPMENT) ! 1 HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. 347 South 8th Street, Suite A SLEW 836.28 \�•\ 0' 30' 80' ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 IN48-632 LOCATED AT SW CORNER OF THE NTRSECTION OF 105TH STREET AND MCPHRSON SCALE: 1"=30' ELEVR..•835.43 I c I t \ I I ASI TBM 51: CHISELED 'X" NW BOLT Of FIRE HYDRANT LOCATED „ *150' WEST OF COMBS ROAD AT THE INTERSECTION 1 / OF 1061H AND COMBS ROAD; *20' SOUTH OF q OF 106111 STREET; *15' FROM q OF ASPHALT! AMERICAN DRIVE nE. 106TH STREET. EIiV.:842.61 STRUCTUREPOINT 1 � �, 1 �•, 2. i N I V i� � A ��•� * INC. GRADING LEGEND 0o THOMAS D :tUD(IH 1 •\ } N gs4 ROUSH Inst201205853'P ! w` I ZONI/ R-�i t l\ 1\ \�`\ ME MATCH EXISTING 7260 Shadeland Station I Indianapolis, Indiana 46256 FL FLOWLINE TEL 317.647.55801 FAX 317.543.0270 an BC BOTTOM OF CURB vmov.structurepointcom TC TOP OF CURB I HP HIGH POINT \ LP LOW POINT ' I 000 CONTOURS 0 0 o a- SWELLS TC 000.50 CURB ELEVATIONS / ! BC 000.00 `\,P000.00 SPOT ELEVATIONS +� \ NORTH TOPOF BANK ELEVEN 839.00 .� �- FLOW ARROW 100 YEAR ELEV. 836.53 j 10 YEAR SLE; 835 OVERFLOW PATH ,!1 BOTTOM ELEN 833.6.65 r 836.770 VARIABLEIWIDTH / i I // I I HOME PLACE DRAINAGE EASEMENT J1 p 840.37 Nails HOUSING 840.84 840.34 840.89 840,28+ 1111111/-�o it 84031) I EAST 105TH STREET & I MCPHERSON STREET CARMEL, INDIANA 46248 1 ADA DETAILED ENLARGEMENT r u ELECTRIC SOUTH RAIN GARDEN VARIABLE WIDTH, TRENT GODSEY FIBER OPTIC II ( BANK BUILDING MEPC / TOP OF BANK ELEV. 835.00 DRAINAGE EASEMENT MINIMUM ROOD PROTECTION GRADE 836.05 Ii i tt I 100 YR. ROOD 839,00 MULTIFAMILY B EMERGENCY SPILLWAY ELEV. 833.90 639.00 FOOT ABOVE ANY ADJACENT 100 -YAR LOCAL OR REGIONAL I I ii 841.00 ROOD ELEVATIONS, WHICHEVER IS GRATER, FOR ALL WINDOWS, MULTIFAMILY D r 100 YEAR EIEV: 833.71 10 YEAR ELEK 831.72 841.40 DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER _ _ -_ _ - - - - - 836.79 840.00 STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A a, SINGLE FAMILY 8 BOTTOM ELEV.829.95 `- 841.40 BUILDING. RAIN ARDEN BOTTOM t 11 ii I� EL=833.65 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE I i `; I ° II 11 it j NORTH RAIN GARDEN CROSS-SECTION ;I i PROPOSED PMERGFNCY SFMLLWAY STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS • u ELEVATION NOT TO SCALE OR PIERS, AND RIM OF THE WINDOW WELL). Owner: % 11 DRAINAGE SUMMARY: TOP OF Robert Schaefer -- II Instr#200500066814 / I n ` u II I exist sanitary mh ZONING: R-3 tr.835.33 AST (4'mela�ke ie) grass) r(n):821.671.67 (gross) --63 m(n): 826.84 drop (gross) Thorne Rental _ t - STREET (Ospaa!t) ,,..,.,,wr...r._-_'`•,�*.4�__.- - : B42.40i My ,. `-... 842 841.00 � �:640.62.•.:. ...:...:..:.::';.G�`::';; �;, _.. 842.88:1TC PROPOS PROPOSD •. _____ - ___ __ __ 4t -� BG RIOF-WAY+4+`,q _ STORM STEN 100 84278 4683525 30' SETBACK i \`\ 84150-- 1 . 841.50 a 841.90 o OP08ED TWO 641.90 i \ o FAMILY BUILDING C- -- •c PROPOSW TWO 1,941 SFT FAMILY BUILDING D X1'29 • i FFE:841.50 1,941 SFT FFE:841,90 3 (woods) +e 0 SINGLE FAMILY BUILDING B 1,100 SFT FFE:041.40 A STR FAMILY BUILDING B 1.676 SFT RAIN (GARDEN MRM SIR 11 J SIR 101 N 105 SWALE O 1.2% SLOPE . RFORATED SSD Owner. nes and Mary Richards Instr#200500018535 ZONING: R-3 :ion only posts 3. Line" TARY MH Q 134.48 David and Jeannie Benz - e;o=-====en=c•yrn EXISTING LEGEND c$v V. 840 65 1 + a - --- 831.8 * __ + , �•-� im(w).831.51 -6 COMBINATION POLE -c- SIGN iv 8 - v �� 0 DRAINAGE MANHOLE OO SANITARY MANHOLE _ eirec( wmes n - -- _�° _ _ _"-�``� _ _ _ _ _ = O STAND PIPE �¢� w°n' ww�� �`_____________�= S pc � FIRE HYDRANT ;T+ TEMPORARY BENCH MARK GUY WIRE HAINC. _...- �. ! __--. / ® TELEPHONE MANHOLE , _ " ._ � � e" � HOSE BIB 8 TELEPHONE MANHOLE ASF -78M"51 (HAMILTON LINT WTo u+zo STEER - ® MAILBOX IS ,i11,,%% 1841.951 ME\\ H,ro� + _.--. • POST METER AREA POWER POLE U y76V NEIGHBORHOOD w/mss \` BENCHMARK DATA (NAD') DEVELOPMENT) ! 1 HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. 347 South 8th Street, Suite A SLEW 836.28 \�•\ 0' 30' 80' ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 IN48-632 LOCATED AT SW CORNER OF THE NTRSECTION OF 105TH STREET AND MCPHRSON SCALE: 1"=30' ELEVR..•835.43 I c I t \ I I ASI TBM 51: CHISELED 'X" NW BOLT Of FIRE HYDRANT LOCATED „ *150' WEST OF COMBS ROAD AT THE INTERSECTION 1 / OF 1061H AND COMBS ROAD; *20' SOUTH OF q OF 106111 STREET; *15' FROM q OF ASPHALT! AMERICAN DRIVE nE. 106TH STREET. EIiV.:842.61 STRUCTUREPOINT 1 � �, 1 �•, 2. i N I V i� � A ��•� * INC. GRADING LEGEND 0o THOMAS D :tUD(IH 1 •\ } N gs4 ROUSH Inst201205853'P ! w` I ZONI/ R-�i t l\ 1\ \�`\ ME MATCH EXISTING 7260 Shadeland Station I Indianapolis, Indiana 46256 FL FLOWLINE TEL 317.647.55801 FAX 317.543.0270 an BC BOTTOM OF CURB vmov.structurepointcom TC TOP OF CURB I HP HIGH POINT \ LP LOW POINT ' I 000 CONTOURS 0 0 o a- SWELLS TC 000.50 CURB ELEVATIONS / ! BC 000.00 `\,P000.00 SPOT ELEVATIONS +� \ NORTH TOPOF BANK ELEVEN 839.00 .� �- FLOW ARROW 100 YEAR ELEV. 836.53 j 10 YEAR SLE; 835 OVERFLOW PATH ,!1 BOTTOM ELEN 833.6.65 r 836.770 VARIABLEIWIDTH / i I // I I HOME PLACE DRAINAGE EASEMENT J1 p 840.37 Nails HOUSING 840.84 840.34 840.89 840,28+ 1111111/-�o it 84031) I EAST 105TH STREET & I MCPHERSON STREET CARMEL, INDIANA 46248 1 ADA DETAILED ENLARGEMENT SCALE:1"=10' JASON KIRKMAN ELECTRIC TOP OF TRENT GODSEY FIBER OPTIC _ - BANK BUILDING MEPC MILK MINIMUM ROOD PROTECTION GRADE 836.05 MULTIFAMILY A 837.99 838.00 MINIMUM ROOD PROTECTION GRADE SHALL BE NO LESS THAN 1 100 YR. ROOD 839,00 MULTIFAMILY B 837.99 639.00 FOOT ABOVE ANY ADJACENT 100 -YAR LOCAL OR REGIONAL ELF06.53 MULTIFAMILY C 840.85 841.00 ROOD ELEVATIONS, WHICHEVER IS GRATER, FOR ALL WINDOWS, MULTIFAMILY D 840.85 841.40 DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER SINGLE FAMILY A 836.79 840.00 STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A a, SINGLE FAMILY 8 840.5 841.40 BUILDING. RAIN ARDEN BOTTOM MINIMUM LOWEST ADJACENT GRADE: 838.00 EL=833.65 THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE NORTH RAIN GARDEN CROSS-SECTION STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST. NOT TO SCALE OR PIERS, AND RIM OF THE WINDOW WELL). . .. ,. ,. DRAINAGE SUMMARY: TOP OF �I • t• �: \ :ki IT9W, 4 r a •t MAI,G POND EMERGENCY SPILLWA, NOT TO CABLE TELEVISION BRIGHTHOUSE NETWORKS JASON KIRKMAN ELECTRIC DUKE ENERGY TRENT GODSEY FIBER OPTIC _ - - GAS VECTREN ENERGY JOANIE CLARK SANITARY SEWER CLAY TWP REGIONAL WASTE DISTRICT RYAN HARTMAN STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN TELEPHONE CARMEL AT&T STEVEN KREBS WATER CARMEL UTILITIES JOHN DUFFY FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS EWSON THE 224 ACRE BASIN IS CONVEYED TO TWO PROPOSED RAIN GARDENS LOCATED IN THE SOUTHWEST CORNER OF THE SITE NEAR AND THE NORTHEAST AREA OF THE SITE, WHICH IS THEN DISCHARGED TO THE SOUTH INTO THE EXISTING STORMWATER SYSTEM LOCATED WITHIN THE CITY OF CARMEL RIGHT OF WAY. ON-SITE ACREAGE = Z24 A, - OFF -SITE ACREAGE = 43$ A9.. 100 YEAR ALLOWABLE RELEASE RATE = 4.SZ 9M 10 YEAR POST DEVELOPED RELEASE RATE = =QM 100 YEAR POST DEVELOPED RELEASE RATE = in cm 100 YEAR POST WITH PASS THROUGH OFFSITE = 1JAQM DETENTION VOLUME REWIRED - Q.S,Z Ac.E DETENTION VOLUME PROVIDED - D.ra9- Aa.E 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. H CAUTION II )NE NO. THE LOCA40NS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN 632-9077 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 896-6711 (including, but not limited to, manholes. inlets, valves, and marks XXX-XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776-5532 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 644-8200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. 571-2443 CALL TOLL FREE OR 1-80D-382-5544 571-2600III -BINDIANA UNDERGROUND - Q�aQ JG�O� oaPo`'S PQQ� O. CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 + PROJECT PHASE: NO. DESCRIPTION DATE II TAC COMMENTS 5/10/201 Project Number 2016.00348 GRADING PL`'AM_, luill, 13 2v] C300 - --- jbrection only 1 � - :� J '-" e%at sandory mh - - - - -- `-\__.._-- ----� e(n} 834 54 ` ". / I I I JOE wEVANr In2033306 / VI: R-3 t f exist ,a!,yFracy-aw \\ � J n s :837.3300 / ( N I Ot�ner: I r' JOE tVANS 1 I Instrg2G12023620 ZONIN�: R-3 , / /JL PROPEgre,N,ESIMENTS `I Instr#2016001686 ' ZONING: R-3 / II ~ - I -----'\. // I III I � `'� ✓ /'! it E3 II t i -✓ II / Owner: \ Robert Schaefer lnstr#2009004580 ZONING: R-3 'I -�- d'aet - - - - - - - - - - c11 - - - - - - - - - ----{ bi11 exist tlrcinage Ih-% ul it In ft. Owner: N Robert Schaefer / I 0 II n ( �` Instr#2009004580 Iliee _ \` ti ZONING --R-- it I( / I Owner: JII Robert Schaefer Instrt200500068818 / / II jj N ZONING: R-3 ' i t I \\ wa lil j n r u II W5 Owner: Robert Schaefer I II lil*#20050006861s / II ZON�G R-3 ! i i II VARIABLE WIDT1� DRAINAGE EASEMENT 11 _�� I n T - - - - - - - - - - ii it 1 u I Lt it r 1' If ! I ii II j I Owner: u 1I I J Robert Schaefer WInst, 200500068814 exist sanitary mh ZONING: R-3 LI X835.33 iny(e):820.77 II N I. ina(w):820.95 { q im(n):821.67 (gross) inv(n):826.84 drop - -- - i c N Direction onlyR. \ -------- l cait ll -°$- M2 II - --.-_..-.-----.---------.`-----_--.-----� ----------------------- - - - - _41 ___ STORM SIR 113 - - - - ASI 18M 51 _ (4'metol (gross) (grass) w n:es _h .low 1 e W7 M 106TH STREET (osphol0 s°±d e lino -w _SB9=! -E-_.-232.4' w STORM SIR = � ��• •�'��� IL`s 4 EMNI a PLAY f GROUND i I I i c J 0 Lo NV. P 3 ,o Sz 3 I INV. 834.1 0 I•W2 1 ! STORM STR INV. oeo I I I D1 I/ STORM STR 101 I STORM STR 102 ------------- Ir I STORM STR 104 M1 �� D2 _i •�•�• RM STR 105°aa:... a 11 I I II 1 GARDEN I AREA W8inII I ws ,N„I 0 I I I I I o I - M1 j I = ® I I L / w5 1 s1 p I i S2 INV. 828.9 I P I ( INV. 833.50 �•� W4 I I STORM STIR 108 II I I I RAIN I II D2 IGARDEN I I I 1 I I I. I STORM STIR 770 I X i I (STORM STORM SIR 111/ N a a s°" a •III- � t. N88'56 04 W - 119.91 h 105TH STREET 4" 107 We, e, MH 0 HPG2 ' Owner. James and Mary Richards Instr#200500018535 ZONING: R-3 lon only posts P. Line" exist 60n1(aRy feh EXISTING LEGEND 840.85 --------------nv(e).63t 56 1' QT (JT - mr(w)-83, 5� -�} COMBINATION POLE -o- SIGN inv83689- It �, I Q DRAINAGE MANHOLE 3) SANITARY MANHOLE woes a ''� - _ _ _ - - _ _ - _ _ - - - S - - _ _ FIRE HYDRANT O STAND PIPE 4;� TEMPORARY BENCH J H GUY WIRE ® TELEPHONE HAN HOLE K HAND, INC. HOSE BIB TELEPHONE MANHOLE G UD tai TREE (HAMILTON COUNTY wo _ _. _ _ . _ _ 0 MAILBOX ® WATER METER AREA �'-" • POST .�� I b POWER POLE I n¢76 NEIGHBORHOOD BENCHMARK DATA (NAVD'88) \\ r (HAD 'B3) DEVELOPMENT) EHELD OPUS LEV: 08.28 347 17-72630320 FOR ISP EAST FOR BASE y500. 347 South 8th Street, Suite A t, Noblesville 0' &30, 60' ASI 78M 50: RAILROAD SPIKE NORTH SIDE POWER POLE Indiana 46060 #048-632 LOCATED AT SW CORNER OF THE \ INTERSECTION OF 105TH STREET AND MCPHERSON STRSCALE: 1"=30' ELEVF'Ei 835.43 um WIDTH :'R-8 4.48- HPG3 direction only - - '` exM sanitary mhGAS 6 tc834.74 nv(w):820.29 ine(e):820.2t im(swj0.21 -- --- ; -\� ! `-. -'--- - COMPANY I ww JASON KIRKMAN at TRENT GOOSEY � I N JOANIE CLARK ASI 18M 51 _ (4'metol (gross) (grass) w n:es _h .low 1 e W7 M 106TH STREET (osphol0 s°±d e lino -w _SB9=! -E-_.-232.4' w STORM SIR = � ��• •�'��� IL`s 4 EMNI a PLAY f GROUND i I I i c J 0 Lo NV. P 3 ,o Sz 3 I INV. 834.1 0 I•W2 1 ! STORM STR INV. oeo I I I D1 I/ STORM STR 101 I STORM STR 102 ------------- Ir I STORM STR 104 M1 �� D2 _i •�•�• RM STR 105°aa:... a 11 I I II 1 GARDEN I AREA W8inII I ws ,N„I 0 I I I I I o I - M1 j I = ® I I L / w5 1 s1 p I i S2 INV. 828.9 I P I ( INV. 833.50 �•� W4 I I STORM STIR 108 II I I I RAIN I II D2 IGARDEN I I I 1 I I I. I STORM STIR 770 I X i I (STORM STORM SIR 111/ N a a s°" a •III- � t. N88'56 04 W - 119.91 h 105TH STREET 4" 107 We, e, MH 0 HPG2 ' Owner. James and Mary Richards Instr#200500018535 ZONING: R-3 lon only posts P. Line" exist 60n1(aRy feh EXISTING LEGEND 840.85 --------------nv(e).63t 56 1' QT (JT - mr(w)-83, 5� -�} COMBINATION POLE -o- SIGN inv83689- It �, I Q DRAINAGE MANHOLE 3) SANITARY MANHOLE woes a ''� - _ _ _ - - _ _ - _ _ - - - S - - _ _ FIRE HYDRANT O STAND PIPE 4;� TEMPORARY BENCH J H GUY WIRE ® TELEPHONE HAN HOLE K HAND, INC. HOSE BIB TELEPHONE MANHOLE G UD tai TREE (HAMILTON COUNTY wo _ _. _ _ . _ _ 0 MAILBOX ® WATER METER AREA �'-" • POST .�� I b POWER POLE I n¢76 NEIGHBORHOOD BENCHMARK DATA (NAVD'88) \\ r (HAD 'B3) DEVELOPMENT) EHELD OPUS LEV: 08.28 347 17-72630320 FOR ISP EAST FOR BASE y500. 347 South 8th Street, Suite A t, Noblesville 0' &30, 60' ASI 78M 50: RAILROAD SPIKE NORTH SIDE POWER POLE Indiana 46060 #048-632 LOCATED AT SW CORNER OF THE \ INTERSECTION OF 105TH STREET AND MCPHERSON STRSCALE: 1"=30' ELEVF'Ei 835.43 um WIDTH :'R-8 4.48- HPG3 direction only - - '` exM sanitary mhGAS 6 tc834.74 nv(w):820.29 ine(e):820.2t im(swj0.21 -- --- ; -\� ! `-. -'--- - COMPANY CONTACT TELEVISION CABLE TEIENSIH BRIGHTHOUSE NETWORKS JASON KIRKMAN ELECTRIC DUKE ENERGY TRENT GOOSEY FIBER OPTIC - - VECTREN ENERGY JOANIE CLARK SANITARY SEWER CLAY TWP REGIONAL WASTE DISTRICT RYAN HARTMAN STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAt INC. (cons) Ownerq (sressJ - ®f9ro".SO 2tol ;e cel _ _.-diso ts. on� - - "-"\ I TELEPHONE CARM0. AT&T STEVEN KREBS PPP''' St (.Ny utilities mcM1ed) Owner: WATER CARMEL UTILITIES JOHN DUFFY Thorne Rental r �tii lityner. �- I nn„IA -A 1 -ft:. a".." 1 FIRE DEPARTMENT I CARMEL FIRE DEPT I CHRIS EWSON W2. 2" DOMESTIC WATER SERVICE UNE WITH CURB STOPS W3. 6" C900 PVC FIRE PROTECTION LINE W4. PRIVATE FIRE HYDRANT ASSEMBLY (TO BE PAINTED RED) W5. 6' 45 DEGREE BEND WITH THRUST BLOCK Q✓La JG W8. 2' 11.25 DEGREE BEND WITH THRUST BLOCK JPy�y� W7. CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE Q-0 VO AND VALVE PER UTILITY COMPANY STANDARDS (WET TAP) PQQQOQ. W8. TEE WITH THRUST BLOCKS .t W9. 6' X 2' REDUCER 1 aC 0. 6" D.I. WATER LINE CERTIFIED BY ELECTRIC / TELEPHONE / CABLE E1. PROPOSED OVERHEAD ELECTRIC UNE ISSUANCE INDEX E2. PROPOSED POWER POLE DATE: E3. ELECTRICAL CONNECTION TO EXISTING LINE (COORDINATE 0 311 7/2 01 7 WITH LOCAL UTILITY PROVIDER). MISCELLANEOUS PROJECT PHASE: M1. P07ENIAL UTILITY CONFLICT (ALL WATER/SANITARY/STORM CROSSINGS TO HAVE A MINIMUM OF 18" VERTICAL CLEARANCE. CONTACT ENGINEER IF CONFLICTS EXIST. _ RELOCATE EXISTING UTILITIES AS REQUIRED. M2. CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH AND 51ZE OF EXISTING UTILITIES TO ENSURE CONFLICTS DO NOT EXIST WITH PROPOSED UTILITIES. MA CONTRACTOR TO COORDINATE CONNECTION WITH UTILITY COMPANY GENERAL NQTE4 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. !! CAUTION !I )NE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 632-9077 H THIS PLAN ARE BASED UPON ABOVE GRIND EVIDENCE 898-6711 (including, but not limited to, manholes, inlets, valves, and marks %XX-XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776-5532 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 844-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. CALL TOLL FREE 571-2443 "811" OR 1-800-382-5544 571-2600 - INDIANA UNDERGROUND - Project Number 2016.00348 UTILITY PYLA N N � 3U In�P �1T C 4kO U COUNryga ASI TBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED 1150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; 120' SOUTH ON q OF 106TH STREET; 115' FROM ¢ OF ASPHALT yell AMERICAN DRIVE 1155 E. 106TH STREET. ELEV.: 842.61 p STRUCTUREPUINT INC. UTILITY LEGEND ' 7260 Shadeland Station I Indianapolis, Indiana 46256 -----ei..- ELECTRIC / TELECOMMUNICATIONS LINE W WATER LINE TEL 317.547.55801 FAX 317.643.0270 FP FIRE PROTECTION LINE wew.structurepoint.com -RD- ROOF DRAIN LINE G GAS LINE -SS- SANITARY LINE � - SEWER STORM SEWER ------ -- 4' DUAL WALL HDPE PAVEMENT UNDERDRAIN O 0.25% MIN. SLOPE CH GAS METER ® ELECTRICAL TRANSFORMER ►1 VALVE ® WATER METER PIT FIRE HYDRANT ASSEMBLY HOME PLACE O KEYNOTES HOUSING SANITARY SEWER S1. 6" PVC SDR -35 SANITARY LATERAL O 1.04% MIN. SLOPE S2 SANITARY TYPE t CLEAN OUT S3. CONNECT TO PROPOSED SANITARY MAIN S4. CONNECT TO EXISTING SANITARY MAIN USING A DOGHOUSE MANHOLE EAST 105TH STREET & Se. SANITARY TYPE 2 CLEAN OUT MCPHERSON STREET DRAINAGE/STORM SEWER CARMEL, INDIANA 46248 D7. 4' DUAL WALL HDPE PAVEMENT UNDERDRAIN O 0.25% MIN. - - - SLOPE D2. 6" PERFORATED PVC UNDERDRAIN WATERLINE W2. 2" DOMESTIC WATER SERVICE UNE WITH CURB STOPS W3. 6" C900 PVC FIRE PROTECTION LINE W4. PRIVATE FIRE HYDRANT ASSEMBLY (TO BE PAINTED RED) W5. 6' 45 DEGREE BEND WITH THRUST BLOCK Q✓La JG W8. 2' 11.25 DEGREE BEND WITH THRUST BLOCK JPy�y� W7. CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE Q-0 VO AND VALVE PER UTILITY COMPANY STANDARDS (WET TAP) PQQQOQ. W8. TEE WITH THRUST BLOCKS .t W9. 6' X 2' REDUCER 1 aC 0. 6" D.I. WATER LINE CERTIFIED BY ELECTRIC / TELEPHONE / CABLE E1. PROPOSED OVERHEAD ELECTRIC UNE ISSUANCE INDEX E2. PROPOSED POWER POLE DATE: E3. ELECTRICAL CONNECTION TO EXISTING LINE (COORDINATE 0 311 7/2 01 7 WITH LOCAL UTILITY PROVIDER). MISCELLANEOUS PROJECT PHASE: M1. P07ENIAL UTILITY CONFLICT (ALL WATER/SANITARY/STORM CROSSINGS TO HAVE A MINIMUM OF 18" VERTICAL CLEARANCE. CONTACT ENGINEER IF CONFLICTS EXIST. _ RELOCATE EXISTING UTILITIES AS REQUIRED. M2. CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH AND 51ZE OF EXISTING UTILITIES TO ENSURE CONFLICTS DO NOT EXIST WITH PROPOSED UTILITIES. MA CONTRACTOR TO COORDINATE CONNECTION WITH UTILITY COMPANY GENERAL NQTE4 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. !! CAUTION !I )NE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 632-9077 H THIS PLAN ARE BASED UPON ABOVE GRIND EVIDENCE 898-6711 (including, but not limited to, manholes, inlets, valves, and marks %XX-XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776-5532 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 844-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. CALL TOLL FREE 571-2443 "811" OR 1-800-382-5544 571-2600 - INDIANA UNDERGROUND - Project Number 2016.00348 UTILITY PYLA N N � 3U In�P �1T C 4kO U COUNryga daecoon ore--- - --- -- - _._ pirection only L_ Sexist sanitary mh 845.32 r ) 8318 - .._.... x :834.20 \� /I Owner: .. I JOE EVAN_ I InstoZO12033306 II ( ( ZCINING: ;R-3 ---------- \d exist I sdn-'lacy-rn :843.81 inv(s :837.30 yijcil I I J.✓/ ItIt -------- % II iii I 1 IIf r� 1 $n <mp -___r t (grass) 106TH STREET wavnalo w - - - , / ------ - 1 a 0ner: JOE ANS Instr#2 1202362Q ZONIN�: R-3 'i ( e e ----� - U ) j Owner: /JL PROPERTY INVESTMENTS ,) v I! I II i I i Instr#2016001686 II r ZONING: R-3 % it ------ - / / I III / II i ✓ �-J Owner. \ Robert Schaefer t 0///////// ZONING: R-3 1. Iexist imdr(anihnae � J1I t640 3 111lI ,"-'-\ . --tt r. it -` -- Ii II I Owner. \ ' II Robert Schaefer instr#2009004580 ZONING: R-3 '-------- - - - - -- �_ ----_ W it ;-A` c , ( II I{/ I Owner: u ( Robert Schaefer 7 / Y'I Instr#200500068618 E /� a II ZONING: R-3 II ! iRj I ii III g 'I iii! it I i I B I, II I o- It _ ____ _ _ _ _ Owner: / Robert Schaefer I*r#200500068616 i a I ! I ii= ZONING R-3 i / It y i O I� ii II LL VARIABLE a 1 DRAINAGE EASEMENT 0- - - - - - - - - - - - I II ^\ _- �' n Owner. III / Robert Schaefer l It I Inst\ 200500068814 II II exist aonil mit # o I „ II I 15.835.33 ZONING: R-3 J� n inv(e): 820.77 i(w382a9s im(n):821.67 (grass) o I (9ms v n fl im(n):826.84 drop direction only - - at n - - NO ` 66 4._ 833.04 -C_. _ __ ��'_ - IIuJi w ASI IBM 51 I1 a r a I. - r. *rJ Inr.632.15 (conc) (gross) a O (4'metol .res�e) e, _r a a / (gross) i c exist dre nogelir inv. 831 25 125 Thome ReOntal� rb tiA'§5'I 0 0 STORM STIR TR: 838.25 PROPOSED TWO FAMILY BUILDING C 1,941 SFT SINGLE FAMILY BUILDING B 1,100 SFT FFE:841.40 I PLAY I GROUND STORM sTR 101- TR:838.50 1 I �S((B�ok{,p1NSES ° 0 ° STORM 103 'y 7R:838.5151 e so ent Ina II CG , II o I M�STR 10 ! sa:n 11 it GARDEN ,I AREA o e PROPOSED TWO FAMILY BUILDING B 1.676 SFT OOOt." 00 SSW m O Jtq_ a� K e Ili PROPOSED TWO FAMILY BUILDING D 1,941 SFT FFE:841.90 4' MH # V RM SIR 105 336.19 vj (2"met�l- PROPOSED SANITARY ER EASEMENT Y MH\1# HPG2 Owner: James and Mary Richards Instr#200500018535 ZONING: R-3 i%" ----%direction only min `676.94 4"x4"1conc. posts marked\"Prop. Line" 107 W _ - ---N=-==_-= exist eamterynth EXISTING LEGEND 11840.65 631.56 I--_ (D Q Inv(w):831.5% i'� COMBINATION POLE SIGN inv 838.89 e I li 1 ® DRAINAGE MANHOLE (3 SANITARY MANHOLE -- -- --_ wmes .,"E ,I - - ---- ---- ------------ - - -=tl�re �-s--__------ �- S < � FIRE HYDRANT O STANDPIPE GUY WIRE 0 TEMPORARY BENCH MARK HAND INC. _ i / ® TELEPHONE HANDHOLE 3 -vim--- g Q� - " UOOSE BIBEEpHONE MANHOLEIns- (HAMILTON COUNTY o , .. --------''------ ® MAILBOX AREA " • POST WATER METER II � b POWER POLE 1 I , NEIGHBORHOOD BENCHMARK DATA NAD'83) DEVELOPMENT) \ I HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE /1500. $Q] South 8th Street, Suite A ELEV:838.28 30' 60' ASI IBM 50: RAlIR0A0 SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 'I I �`•-�' I \`,1 INTERSECTION048-632L1057H STREETED AT SW T ANO MC HERSON SCALE: 1'=30' NER OF THE STREEL ELEV.: 835.43 1 \ \\ I I r ASI TDM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED 1150' WEST OF COMBS ROAD AT THE INTERSECTION \ 1 OF 106TH AND COMBS ROAD; 320' SOUTH OF E 19P OF 106TH STREET, 115' FROM q OF ASPHALT AMERICAN I I DRIVE 1155 E. 106TH STREET. { I\ I ��• ELEV.:842.61 M STRUCTUREPOINT TSOMA6""D\JIJDITH i\x.\ t PROPOSED LEGEND _, INC. I la rn I ROUSH Insir20120585i , I \\ 7260 Shaaelantl Station Indianapolis, Indiana 46256 LIMITS OF UNDERGROUND TEL 317.547. 65801 FAX 317.543.0270 F STORAGE AREA x .structurepoint.com i STORM STR III I �� TR: 832.39 I STORM SIR 111 TR:83356 STORM SIR 109 1R•834.27 N88E6 04 W - 719.91 I SANITARY MH # HPG3 { TR; 834.48 - - - - =Z direction only {aspnau> 105TH STREET b`i�deaalnatINy tn - in4e):820.21 SmTOR� 113_ ohe �}Tnv(sw-J:'83).IS"- _ �(oMy a(ilities mated) Owner. David and Jeonnie Benz \ if COMPACTED-' SUBGRADE MIX PER LANDSCAPE PLAN UNDERGROUND STORAGE AREA RAIN GARDEN F6" PERFORATED UNDERDRAIN (SEE THIS SHEET FOR DIMENSIONS) SECTION "A -A" NOT TO SCALE RAIN GARDEN r 6" PERFORATED ! UNDERDRAIN (SEE THIS SHEET FOR DIMENSIONS) SECTION "B -B" NOT TO SCALE UNUM8161ur0110 SOIL MIX PER LANDSCAPE PLAN UNDERGROUND STORAGE AREA SIDEWALK 36 ELECTRIC DUKE ENERGY TRENT GODSEY FIBER OPTIC - - GAS VECTREN ENERGY JOANIE CLARK SANITARY SEWER CLAY PAP REGIONAL WASTE DISTRICT RYAN HARTMAN STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAN TELEPHONE CARMEL AT&T STEVEN KREBS WATER CARMEL UTILITIES JOHN DUFFY tVEMENT ISECTION I -t�2 COMPACTED SUBGRADE ( GENERAL NOTES: J 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4, NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CIN OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. IH CAUTION H NNE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 632-9077 ON THIS PUN ARE BASED UPON ABOVE GROUND EVIDENCE 896-6711 (including, but not limited to, manholes, Inlets, volve% and marks ixX-XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776_55532 UTILITIES FOR WNICH THERE IS NO ABOVE GROUND EVIDENCE OR 844-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. 571-2443 CALL TOLL FREE 5-800-382-5544 77-2600 -s8 INDIANA OR I UNDERGROUND - HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q��QJG`O? OJPO�y� PQeQOQ-G 0� CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION I DATE /N TAC COMMENTS 05/10/201 Project Number 2016.00348 UNDERGROUND STORAGE PLFAN§ 'U'V z3 2n1; C4 UTILITY COMPANY CONTACT CABLE TELEVISION BRIGHTHOUSE NETWORKS JASON KIRKMAN ELECTRIC DUKE ENERGY TRENT GODSEY FIBER OPTIC — — GAS VECTREN ENERGY JOANIE CLARK SANITARY SEWER CLAY TWP REGIONAL WASTE DISTRICT RYAN HARTMAN STORM SEWER CARMEL ENGINEERING DEPT JEREMY KASHMAI TELEPHONE CARMEL AT&T STEVEN KREBS FIRE DEPARTMENT I CARMEL FIRE DEPT I CHRIS EWSON EXISTING LEGEND BENCHMARK DATA (HAVE NAD'83)) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. ELEV: 838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV.:835.43 ASI TOM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED ±156 WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; ±20' SOUTH OF CL OF 106TH STREET; ±15' FROM � OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEV.: 642.61 GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. )NE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 632-9077 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 896-6711 (including, but not limited to, manholes, Inlets, valves, and marks XXX—XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776-5532 UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 644-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. 571-2443 CALL TOLL FREE "811" OR 1-600-382-5544 571-2600 — INDIANA UNDERGROUND — HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 w .slruclurepoint.com HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: /1\ I TAC COMMENTS 105/10/20171 Project Number 2016.00348 STORM SEWER STRUCTURE DATA TAB&ILEp C42roe Cnumry o,,,... COMBINATION POLE --o— SIGN QD DRAINAGE MANHOLE OS SANITARY MANHOLE FIRE HYDRANT 0 STAND PIPE TEMPORARY BENCH MARK H GUY WIRE (5 ® TELEPHONE HANDHOLE q -P he HOSE BIB OT TELEPHONE MANHOLE Q LID fe TREE oa MAILBOX WATER METER • POST b POWER POLE BENCHMARK DATA (HAVE NAD'83)) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. ELEV: 838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV.:835.43 ASI TOM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED ±156 WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; ±20' SOUTH OF CL OF 106TH STREET; ±15' FROM � OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEV.: 642.61 GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. )NE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 632-9077 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 896-6711 (including, but not limited to, manholes, Inlets, valves, and marks XXX—XXXX made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND 776-5532 UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 644-9200 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 571-2441 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 525-4275 CONSTRUCTION. 571-2443 CALL TOLL FREE "811" OR 1-600-382-5544 571-2600 — INDIANA UNDERGROUND — HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 w .slruclurepoint.com HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: /1\ I TAC COMMENTS 105/10/20171 Project Number 2016.00348 STORM SEWER STRUCTURE DATA TAB&ILEp C42roe Cnumry o,,,... MINN!, r • .r EXISTING LEGEND BENCHMARK DATA (NAD )) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE {500. ELEV:838.28 AS TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV:835.43 ASI IBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; 320' SOUTH OF q OF 1061H STREET, 115' FROM q OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEV.: 842.61 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY" 2. MANNINGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN NEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB—SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS—BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS—BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS—BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL GRANULAR BACKFILL REQUIRED GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited t0. manholes, Inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR VMICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE '811" OR 1-8001 — INDIANA UNDERGROUND — HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5560 1 FAX 317.643.0270 w .structurepoint.00m HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 0 311 712 01 7 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 STORM SEWERPLAN AND PROFILEL E JUN 2J 201; C4a3 COMBINATION POLE -e- SIGN DRAINAGE MANHOLE O SANITARY MANHOLE FIRE HYDRANT 0 STAND PIPE TEMPORARY BENCH MARK E— GUY WIRE (8 ® TELEPHONE HANDHOLE ' HOSE 818 ® TELEPHONE MANHOLE G UD fB TREE ® MAILBOX ® WATER METER • POST b POWER POLE BENCHMARK DATA (NAD )) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE {500. ELEV:838.28 AS TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV:835.43 ASI IBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; 320' SOUTH OF q OF 1061H STREET, 115' FROM q OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEV.: 842.61 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY" 2. MANNINGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN NEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB—SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS—BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS—BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS—BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL GRANULAR BACKFILL REQUIRED GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE THE LOCATIONS OF ALL EXISTING UNDERGROUND UTIUTIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited t0. manholes, Inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR VMICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE '811" OR 1-8001 — INDIANA UNDERGROUND — HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5560 1 FAX 317.643.0270 w .structurepoint.00m HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 0 311 712 01 7 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 STORM SEWERPLAN AND PROFILEL E JUN 2J 201; C4a3 AAS STM -03 SCALE: 1" = 30' (HORIZ) 1" = 5' (VERT) 84092--Wi COMBINATION POLE W„°1, SC LE: 1 = 30 HORIZ +mzLE o : Z NOR` _-5'-(VE PROPOSED Y i ° PROPOSED TWO SANITARY MANHOLE G FIRE HYDRANT - EXISTING GRADE en 5,ino?z �ii�? ;a STORM SItoe I- GUY WIRE FAMILYIG A ° TELEPHONE HANDHOLE q�•� F§ HOSE BIB A mr=zmr © UD Aa 829.95 MAILBOX 1 676 SFT o POST CINV(E) y m:p p, 0 ---- POWER POLE 825 FTE. 836.50 W oHq Znn 2D0o '+ e° PVC SDR 35 STORM STR 110" - 820 ��y30 a�fn o�mo i ox INV():830.60 , �V,rpF'oro P _o n o P O - v° aa o° ° 625 8" PVC SDR 35 PRIVATE 31 LF OF 15r RCP 0 0.25% SLOPE CONCRETE CRADLE REQ'0. PRIVATE 120 OF OF 15" ROP 0 0.25% SLOPE _ ° I 6" PVC SDR 35 PRIVATE 40 LF OF 15" RCP 0 0.28% SLOPE ® STORM STR 106A STR STORM 1 00 I TR:837.51 TR: 838 Ilo w to a 00 M SIR '7 ___---- 103 = NIT4 MH �I _ ___ _ __ .______________ - _ TR: 6.51 --L-- Ito STORM SIR 109 820 Go w 1+OU- I _ _T--- TR:e3a.z7 ------- L_____ _________________ S00'07'4TW - 3 .76 - - -. -.- - _ 101 I, TR:838.50 STORM SIR 107 .� 'a'..--.-.�_ G �� ' i °7? 102 -t-- r I 11I / 11835.61 ! ! % - > , t • y` 3, \ �-" •` ,,� _,__yo- ____ ____ __-� - STORM STR 105 4 104 �` �t�0 TER: 836.08 t^ \, \___. .;: _--� A 18:836.19 ' 18:835.26 I I 0 N I I� a o -_...__ _ N I 1 D rn --_ 1 AAS STM -03 SCALE: 1" = 30' (HORIZ) 1" = 5' (VERT) 84092--Wi COMBINATION POLE W„°1, SC LE: 1 = 30 HORIZ +mzLE o : Z NOR` _-5'-(VE PROPOSED mO M MCS =t 95 DRAINAGE MANHOLE D SANITARY MANHOLE FIRE HYDRANT - EXISTING GRADE STAND PIPE 5,ino?z �ii�? PROPOSED J GRADE 835 I- GUY WIRE ® TELEPHONE HANDHOLE q�•� F§ HOSE BIB 8 PRIVATE 36 LF OF 12° RCP ® 0.35% SLOPE © UD 830 MAILBOX 830 835 87 PVC SDR 35 POST EXISTING GRADE -------- ---- POWER POLE 825 _ e° PVC SDR 35 - 820 820 830 625 8" PVC SDR 35 PRIVATE 31 LF OF 15r RCP 0 0.25% SLOPE CONCRETE CRADLE REQ'0. PRIVATE 120 OF OF 15" ROP 0 0.25% SLOPE PRIVATE 146 LF OF 15" RCP 0 0.25% SLOPE 6" PVC SDR 35 PRIVATE 40 LF OF 15" RCP 0 0.28% SLOPE w to a 00 M N Obi M nn nn <on pro mm Ito 820 Go w 00 ------------ 1+00 2+00 3+00 4+00 1.100 $p1 / "cd ' 0.50 ,i , ?44 102 STORM STIR 103TR:836.08 / TR:836.51 0 r e , � /r rye bo,4utoo 0+00 "10+36 rh�eo Cin Does) 'Vol 2 //tNG,.Os07s sett / ! �?/ 4 A.Sk.3 d oc. i ; 447 104 i / ,2 ! t i/ ,(0+00 `•TR:835.25 �\�'`.�\�`i o J,STORM STIR 106 // di"IR:B38.17 STORM STR 10 ~`�` 2S' `.� , / TR:836.19 Ngg, �Aq / 11i d °'otoi.d� �� `2 7 w rgq't i 840 COMBINATION POLE W„°1, SC LE: 1 = 30 HORIZ +mzLE o : Z NOR` _-5'-(VE 840 G DRAINAGE MANHOLE D SANITARY MANHOLE FIRE HYDRANT - EXISTING GRADE STAND PIPE 835 PROPOSED J GRADE 835 I- GUY WIRE ® TELEPHONE HANDHOLE q�•� F§ HOSE BIB 8 PRIVATE 36 LF OF 12° RCP ® 0.35% SLOPE © UD 830 MAILBOX 830 WATER METER 87 PVC SDR 35 POST 6 POWER POLE 825 825 820 820 1+00 EXISTING LEGEND BENCHMARK DATA (NAD HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE 8500. ELEV:838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE 8048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 10511 STREET AND MCPHERSON STREET. ELEV.:835.43 ASI MM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD: *20' SOUTH OF CE OF 106TH STREET, *15' FROM (� OF ASPHALT DRIVE 1155 E. 10M STREET. ELEV.: 842.61 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 2. MANNINGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB -SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM- PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. GRANULAR BACKFILL REQUIRED GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTLITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION, 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, wlws, and marks made upon the groundby others) AND ARE SPECULATIVE IN NATURE THERE MAY ALS/) BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811' OR 1-800-382-5544 - INDIANA UNDERGROUND - HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317.543.0270 w .stmcturepoimxom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 1 TAC COMMENTS105/10/20171 Project Number 2016.00348 STORM SEWER PLAN AND PROFtLEL E JUN 2,3 2011 C4 3E )HAMILTON COMBINATION POLE v SIGN Q DRAINAGE MANHOLE D SANITARY MANHOLE FIRE HYDRANT O STAND PIPE TEMPORARY BENCH MARK I- GUY WIRE ® TELEPHONE HANDHOLE q�•� F§ HOSE BIB 8 TELEPHONE MANHOLE © UD TREE MAILBOX ® WATER METER 0 • POST 6 POWER POLE BENCHMARK DATA (NAD HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE 8500. ELEV:838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE 8048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 10511 STREET AND MCPHERSON STREET. ELEV.:835.43 ASI MM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED *150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD: *20' SOUTH OF CE OF 106TH STREET, *15' FROM (� OF ASPHALT DRIVE 1155 E. 10M STREET. ELEV.: 842.61 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 2. MANNINGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB -SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM- PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. GRANULAR BACKFILL REQUIRED GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTLITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION, 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, wlws, and marks made upon the groundby others) AND ARE SPECULATIVE IN NATURE THERE MAY ALS/) BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811' OR 1-800-382-5544 - INDIANA UNDERGROUND - HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317.543.0270 w .stmcturepoimxom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 1 TAC COMMENTS105/10/20171 Project Number 2016.00348 STORM SEWER PLAN AND PROFtLEL E JUN 2,3 2011 C4 3E )HAMILTON EXISTING LEGEND �} COMBINATION POLE SIGN Q DRAINAGE MANHOLE O SANITARY MANHOLE FIRE HYDRANT O STAND PIPE # TEMPORARY BENCH MARK GUY WIRE ® TELEPHONE HANDHOLE HOSE BIB ® TELEPHONE MANHOLE m UD IB TREE on MAILBOX ® WATER METER POST LS POWER POLE BENCHMARK DATA (N�'� ) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. ELEV:838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE {048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEK:835.43 ASI TBM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED ±150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; ±20' SOUTH OF Ok OF 106TH STREET; ±15' FROM � OF ASPHALT DRIVE 1155 E. 106TH STREET. EIEV.; 842.61 STORM SEWER NOTES: 1. ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE — DRAINS TO WATERWAY" 2. MANNINGS COEFFICIENT n = 0.013 3. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. 4. STORM STRUCTRURES RECEIVING SUB—SURFACE DRAIN SHALL HAVE BOTH PORTS CORE DRILLED. T OR Y BLIND CONNECTIONS ARE NOT ALLOWED. 5. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS—BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS—BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILUNG THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS—BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. GRANULAR BACKFILL REQUIRED GENERALNO 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORhiWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, wives, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUTIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SATO EXISTING UNDERGROUND UTILITIES SHALL OE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE '811' OR 1-800-382-5544 — INDIANA UNDERGROUND — HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN 11 STRUCTUREPOINT INC 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.647.5660 I FAX 317.543.0270 w .structurepoint.com HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Goa OJPO�y/C�' V; �G O� CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 717 TAC COMMENTS 5/10/201 Project Number 2016.00348 STORM SEWER PLAN AND PROFIT L 5� JUN Z3 201 C 4 A3FF ) 3 HAMILTONC'V" FVNry 1 1 1\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Y (4'metai te•Ice) N00'05'54'E - 563.44' STORM SIR 113____'/_ .°r____ .�.�.�.�.�.�.�J a °.--- i STORM STR 117 I 1 I -- ---` -- --- --- -- -- ` p,"� 5' SE'1BACK &BUFFER YARD) -----_ .o.o_os�� a e e -------------- t ) II 1 I -- oee to ---------mz --i-' I PROPOSED TWO o v gj-------------- a l e z IPR FAMILY BUILDING A e -n a to Ip o— 1 1,676 SFT �A >ti Z.o �� -n�mz ix FFE:838.50 �'�'+'<v N 3. +G caro ca o J mrn 0 86 rM•o z -c moor^0 -n ' = 1 STORM SIR 108 / r v 0 o O 0 Clr, ��mmc E Z N NGaDtn I m Frnrl II >R .a1\ STORM STR 110-. .�'� ::I 0�� DD µa3 n�0 0�7'� < __.OpW� i / I 1 , 1 O 710 WON; a ° •� CM I ® m D 5 STORM STR 103 01212 c 1 STORM SIR 106 o z (aspngQ i 1 STORM STR 107 I / I i STORM STR 109 1 1 _.___________ _ ___ ---------- _________________ __ _ ___________________ —MH II HPGl I I --7-------------------�—------- 2�SF]BeCl4----"--- 14+00.......:..:..;:.:::::;•;;;:>:.Y..g5::;:::. � 84063 ..... ,....._,... ... I .......... . 13+00 7000 __-------- 11+00--- _-� 1 12+00 15'B 14 qq -see 'see Q, A \T 1 000 00o r- r -- S I� I Sa SOO.07.42-W - 3 .76 — — _. —.— — —. —1- r.� -�' _ - _ — 'r--- s - — — I - - - _ STORM SIR 1011 SANITARY MH y HPG3 / ,i' ? �--�„ g /4•a 18:834.48 ' `a, 8 _ ° n -'� SANITARY MH HPG2 _-.______ S70RM STR 105 •` ` j r I D v / I '' 3 ( _- IR j1 t o 1 I STORM 0 1 4!� m o<v %r ' 'cD � i STORM SIR 102 • f l'A ) f % 'o ii 5n \�m„`;0 �� / o `` / 3' {I I I 0 Z - f / A55 ! SAN -01 SCALE: 1" = 30' (HORIZ) 1' = 5' (VERT) 855 9+50 ,-• 10+00 i 11+00 12+00 13+00 14+00 15+00 15+50 EXISTING LEGEND - COMBINATION POLE SIGN DRAINAGE MANHOLE ® SANITARY MANHOLE FIRE HYDRANT O STAND PIPE 0 TEMPORARY BENCH MARK H GUY WIRE ® TELEPHONE HANDHOLE HOSE BIB TELEPHONE MANHOLE LID TREE no MAILBOX ® WATER METER • POST b — 0 0 N p I \ 1 O. < < 850 850 1'I I p20�W IC "'tO0 eJ (O Z��IaM K�~Z MZN I—yW�y e 845_= yB_? 845 PROPOSED GRADE -,,$40 ali EXISTING GRADE ------ — 12' RCP 835 / /' % STORM SEWER 835 1 SAN. LATERAL PVC SDR 35 CONTRACTOR TO SPRAY LINE INV:829.90 MANHOLE WITH MAINSTAY 78 L-72 AND DS -5 QPSAN.6' 830 830 15' RCPZ I STORM SEWER SAN. LATERAL 6' PVC SDR 35 825 + SAN. LATERAL SAN. LATERAL INV:829.88 825 SAN. LATERAL 6' PVC SDR 35 6' PVC SDR 35 8' PVC SDR 35 INN 827.53 INK 829.05 INN825.67 _ 9 M LF OF 6' SDR 35 PVC O 1.04% 240 LF OF 8' SOR 35 PVC O 1.04% 820/ PREFABRICATED 820 wo ANUFACTUR TERIOR DROP CONNECTION \, an J •C � b m v) n (O V1 V) (O f0 {O n � as n W A 815 ° 0Da 815 9+50 ,-• 10+00 i 11+00 12+00 13+00 14+00 15+00 15+50 EXISTING LEGEND - COMBINATION POLE SIGN DRAINAGE MANHOLE ® SANITARY MANHOLE FIRE HYDRANT O STAND PIPE 0 TEMPORARY BENCH MARK H GUY WIRE ® TELEPHONE HANDHOLE HOSE BIB TELEPHONE MANHOLE LID TREE no MAILBOX ® WATER METER • POST b POWER POLE BENCHMARK DATA (NAVD '88 NAD'83)) HELD OPUS FllE 77-72630320 FOR ISP EAST FOR BASE X500. ELEV:838.28 ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE #048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH STREET AND MCPHERSON STREET. ELEV.:835.43 ASI TBM 51: CHISELED 'X' NW BOLT OF FIRE HYDRANT LOCATED ±150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; ±20' SOUTH OF q OF 106TH STREET, ±15' FROM q. OF ASPHALT DRIVE 1155 E. 106TH STREET. ELEV.: 842.61 SANITARY SEWER NOTES 1. THE GRANULAR BACKFILL AREAS SHOWN IN PLAN VIEW ARE AN ESTIMATE PROVIDED BY THE ENGINEER. EXACT LIMITS OF GRANULAR BACKFILL ARE TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR BASED ON TRENCH WIDTH AND AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. GRANULAR BACKFILL REQUIRED GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4. NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWA7ER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, Inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE '811' OR 1-800-382-5544 - INDIANA UNDERGROUND - HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46266 TEL 317.647.66801 FAX 317.543.0270 v .structurepoint.conn HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q��QJG`Oa OJPO�y PQeQ �G O� ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: TAC Project Number 2016.00348 SANITARY SEWER PLAN AN a OW JUN 2:3 2017 COFfl2104 0bN1y6URV6ypp 4'.e tlon only I t., 8 P, sanitary mh .t - — — — — — — — — — — t,, M.32 irrlµu((ew):834.20 i II�owner: J{rE EVANS' 1 Instr#2012033306 % Z NTNG: AA-3 -----------`� �` Cxiet 5��t111tbbbbaF`f- � ' { \ in 7:837.37 I it 1 (s :83730 IN O,)Iner. I I J VANS y I Inst: 2U1202362Q �} ZONI4. R-3 \ , II i h It -------- /-- Q — III r' 1 Owner: U r II % ! _,"JL PROPERTY INVESTMENTS + ! Instr#201660/686 / ZONING: R-3 -------- it _____il It Iit � II ` Owner: Robert Schaefer Instr#2009004580 (I I 1 ZONING: R-3 directfa�-aMy� II I "i II oVjn� It exist droinago�Ph_ n inv(s�830. 6 u in II r. / II Robert Schaefer ii 11 IInstr#2009004580 ~\\ZONING: R-3 w — ( 8 (--—————--- ---�--- Owner. ry I ,I I Robert Schaefer - -tr I Instr#200500068818 a r'• i('--__" '{ �\ ZONING: R-3 u �t � II Owner: \ — ----------Robert Schaefer / Y\ c I / It II l Itlstr#200500068816 / ry I u �l YOh)ING R-3 r I i Ilk \ l// u " Il VARIABLE WIDTH— DRAINAGE IDTHDRAINAGE EASEMENT o— — - — — — — — — — — 10 I 1. , it II J I } Owner: , 11 Robert Schaefer exist Bonita mh Instr#200500068814 tr.815.33 ZONING: R-3 O I „ ry inv(e).820.77 +I Inv(w):820.95 p ' jj 11 (grass) inr(n):821.67 , 83 (9m ,m(n):826.84 drop " II c '� direction _ u it �------- r u it cmp l" -- -- -.— 833.04 __ ==-a;_ __ -_fe .- --- --- _----- .._---- __ --------- --— " ohe w AS IBM 51 ' _ (Bross) �. OO I (9mss) I (cont) Q moist dra�aae m "831 .25 Thorne Rental t w 106TH STREET aeahalt) (wands) R-3 FAMILY BUILDING B 1.676 SFT (asprnit> 105TH S1 J _ ___to ___- a t (only utpiLes marked) )9wn N �I I I I I I I I 'I I PROPOSED TWO FAMILY BUILDING D 1,941 SFT FFE:841.90. o I (grass) David II�S I �CTBA V DBUFFBR Y. , SANITARY I Owner: James and Mary Richards Instr#200500018535 70NING: R-3 Lon only pasts p. Line" = =64w= ex.t eenitery sh- EXISTING LEGEND 840.85 g4, ---- mute)' 837.55 mv(wJ.83t.5'� -1'} COMBINATION POLE -r SIGN direct Q DRAINAGE MANHOLE OS SANITARY MANHOLE P; _ � FIRE HYDRANT O STANDPIPE \- f- GUY VdRE 0 TEMPORARY BENCH MARK -8#2 ------- i ® TELEPHONE HANDHOLE HAND, INC. - - HOSE BIB p MANN { TELEPHONE OLE (HAMILTON COUNTY p u0 � TREE HF1tY1 LTON CO e _ an MAILBOX y\ _ _____`��_ _ • POST ® WATER METER AREA 76 I POWER POLE NEIGHBORHOOD w/mes � BENCHMARK DATA (NAD'83)) DEVELOPMENT) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. 347 South $til Street, Suite A \ ELEN 838.28 0' 30' 60' ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 0048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH AT STREET AND F THE \SCALE: 1"=30' STREET. �\ ELEV.: 835.43 ' AS IBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED \ j I 7150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; d:20' SOUTH OF ¢ OF 106TH STREET; 715' FROM OF ASPHALT _ AMERICAN / I DRIVE fl2. E 1067H STREET. 1. STRUCTUREPOINT @wnerl ELEK:642.81 INC. THOMAS I1NO JUDRH; EROSION CONTROL LEGEND ROUSH Inst�20120585* ZON; R'3 ■ SF ■ SILT FENCE 7260 Shadelantl Station I Indianapolis, Indiana 48256 TEL 317.547.5580 ( FAX 317..0270 ��� ® TREE PROtECPON FENCE 543 vnew.structurepolnLeom I t i t' �. h ( 'r 1 I ■ ■ CONSTRUCTION LIMITS INLET PROTECTION i i AREA SUBJECT TO TEMPORARY f \ SEEDING DURING CONSTRUCTION I AND PERMANENT SEEDING AFTER i./ CONSTRUCTION IS COMPLETE \ �_.___------I (REFER TO LANDSCAPE PLANS) EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE 3LE�VA07H HOME PLACE 4GE EASEMENT j ( i STAGING AREA \ i HOUSING N II CONCRETE WASHOUT II r.....y e DUMPSTER / RECYCLING AREA ''••••0 EAST 105TH STREET & PORT -O -LET MCPHERSON STREET CARMEL, INDIANA 46248 N.O.I. SIGN POSTING OUTLET PROTECTION E ROCK DONUT i _ — — — — — — — —( Doty —`7 - 24" —::3 I ` exist sanitary mh t•t tr: 834.74 inv(w):820.29 .� mv(sfrJ�830.tTi - �T \../ Jeannie Benz \`� I PROPOSED TWO CABLE TELEVISION FAMILY BUILDING 1 FIBER FIBER OPTIC 941 SFT SANITARY SEWER 841.50 A TELEPHONE WATER FIRE DEPARTMENT Project Number 2016.00348 It CAUTION II THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, Inlets, valves, and marks EROSION CONTROL N ¢ �j�, r 7> L 'FC SID9�S PHONE No. 7) 632-9077 1• 11 � rl• made upon the ground by others) AND ARE SPECULATIVE IN 7) XX)(-XXXX NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE JON 212017 7) 776-5532 '7) 844-9200 ►;o �• JIB e0hyfyltl7yu:0yrr8URV5y0R I/aD i7) 525-4275 CONSTRUCTION. ■c 5 (V■ U CALL TOLL �� "8IN OR 1-800-382-5544 - INDIANA UNDERGROUND - CG�►J�I - (wands) R-3 FAMILY BUILDING B 1.676 SFT (asprnit> 105TH S1 J _ ___to ___- a t (only utpiLes marked) )9wn N �I I I I I I I I 'I I PROPOSED TWO FAMILY BUILDING D 1,941 SFT FFE:841.90. o I (grass) David II�S I �CTBA V DBUFFBR Y. , SANITARY I Owner: James and Mary Richards Instr#200500018535 70NING: R-3 Lon only pasts p. Line" = =64w= ex.t eenitery sh- EXISTING LEGEND 840.85 g4, ---- mute)' 837.55 mv(wJ.83t.5'� -1'} COMBINATION POLE -r SIGN direct Q DRAINAGE MANHOLE OS SANITARY MANHOLE P; _ � FIRE HYDRANT O STANDPIPE \- f- GUY VdRE 0 TEMPORARY BENCH MARK -8#2 ------- i ® TELEPHONE HANDHOLE HAND, INC. - - HOSE BIB p MANN { TELEPHONE OLE (HAMILTON COUNTY p u0 � TREE HF1tY1 LTON CO e _ an MAILBOX y\ _ _____`��_ _ • POST ® WATER METER AREA 76 I POWER POLE NEIGHBORHOOD w/mes � BENCHMARK DATA (NAD'83)) DEVELOPMENT) HELD OPUS FILE 17-72630320 FOR ISP EAST FOR BASE #500. 347 South $til Street, Suite A \ ELEN 838.28 0' 30' 60' ASI TBM 50: RAILROAD SPIKE NORTH SIDE POWER POLE Noblesville, Indiana 46060 0048-632 LOCATED AT SW CORNER OF THE INTERSECTION OF 105TH AT STREET AND F THE \SCALE: 1"=30' STREET. �\ ELEV.: 835.43 ' AS IBM 51: CHISELED "X" NW BOLT OF FIRE HYDRANT LOCATED \ j I 7150' WEST OF COMBS ROAD AT THE INTERSECTION OF 106TH AND COMBS ROAD; d:20' SOUTH OF ¢ OF 106TH STREET; 715' FROM OF ASPHALT _ AMERICAN / I DRIVE fl2. E 1067H STREET. 1. STRUCTUREPOINT @wnerl ELEK:642.81 INC. THOMAS I1NO JUDRH; EROSION CONTROL LEGEND ROUSH Inst�20120585* ZON; R'3 ■ SF ■ SILT FENCE 7260 Shadelantl Station I Indianapolis, Indiana 48256 TEL 317.547.5580 ( FAX 317..0270 ��� ® TREE PROtECPON FENCE 543 vnew.structurepolnLeom I t i t' �. h ( 'r 1 I ■ ■ CONSTRUCTION LIMITS INLET PROTECTION i i AREA SUBJECT TO TEMPORARY f \ SEEDING DURING CONSTRUCTION I AND PERMANENT SEEDING AFTER i./ CONSTRUCTION IS COMPLETE \ �_.___------I (REFER TO LANDSCAPE PLANS) EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE 3LE�VA07H HOME PLACE 4GE EASEMENT j ( i STAGING AREA \ i HOUSING N II CONCRETE WASHOUT II r.....y e DUMPSTER / RECYCLING AREA ''••••0 EAST 105TH STREET & PORT -O -LET MCPHERSON STREET CARMEL, INDIANA 46248 N.O.I. SIGN POSTING OUTLET PROTECTION E ROCK DONUT i _ — — — — — — — —( Doty —`7 - 24" —::3 I ` exist sanitary mh t•t tr: 834.74 inv(w):820.29 .� mv(sfrJ�830.tTi - �T \../ Jeannie Benz \`� I UTILITY CABLE TELEVISION ELECTRIC FIBER FIBER OPTIC GAS SANITARY SEWER STORM SEWER TELEPHONE WATER FIRE DEPARTMENT i 1 F� i f UTILITY CONTACTS COMPANY CONTACT ;HTHOUSE NETWORKS JASON KIRKMAN DUKE ENERGY TRENT GODSEY VECTREN ENERGY JDANIE CLARK CARMEL AT&TSTEVEN KREBS CARMEL UTILITIES JOHN DUFFY CARMEL FIRE DEPT I CHRIS EWSON ROCK CHECK DAM GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. 4 NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT ISSUANCE INDEX DATE: 03(17/2017 PROJECT PHASE: I /1\ ITAC COMMENTS 105/10/201-A AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. Project Number 2016.00348 It CAUTION II THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, Inlets, valves, and marks EROSION CONTROL N ¢ �j�, r 7> L 'FC SID9�S PHONE No. 7) 632-9077 17) 896-6711 made upon the ground by others) AND ARE SPECULATIVE IN 7) XX)(-XXXX NATURE THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE JON 212017 7) 776-5532 '7) 844-9200 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL e0hyfyltl7yu:0yrr8URV5y0R 17) 571-2441 i7) 525-4275 CONSTRUCTION. ■c 5 (V■ U CALL TOLL �� "8IN OR 1-800-382-5544 - INDIANA UNDERGROUND - 17) 571-2443 I7T 571-26nn area scheduled for construction is known as "Home Place Gardens" (hereinafter referred to as the The property is located on the southeast comer of 106th Street and McPherson Street in Carmel, Indiana, at a latitude of 39'56'28" N and a longitude of 86'08'26" W. Name: HAND Inc. Address: 347 S. 8th Street, Noblesville, IN 46060 Representative: Jennifer Mlllep AICP Title: Executive Director Telephone: (317) 674-8108 Name: - HAND Inc. Address: 347 S. 8th Street, Noblesville, IN 46060 Representative: Jennifer Miller, AICP Title: Executive Director Telephone: (317) 674-8108 All parties defined as owners or operators must submit a Notice of Intent (N01) at ]seat 48 hours prior to commencement of on-site construction activities. Submittal of late N01's is not prohibited; however, authorization under the construction general permit Is only for discharges that occur after permit coverage is granted. Unpermitted discharges may be subject to enforcement actions by the EPA. For the purposes of this permit, an operator Is defined as any party meeting either of the following requirements: a) The party has operational control over construction plans and specifications, including the ability to make modifications to those plans and speciflcotlons. b) The party has day-to-day operational control of those activities at a project that are necessary to ensure compliance with a stormwater pollution prevention plan for the site or other permit conditions. Refer to the Site Pion This project consists of six (6) residential buildings and associated parking lot and utility infrastructure. The site also contains proposed stormwater detention facilities and storm sewer Infrastructure. A4 VICINITY MAP Refer to TItle Sheet AS LEGAL DESCRIPTION OF THE PROJECT SITE Refer to sheet C100, Existing Topography for the Legal Description. AS LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there are no Individual lots on the property. The proposed site improvements are shown on the Included plans. A7 HYDROLOGIC UNIT CODE (HUC) 05120201090050 AS STATE AND FEDERAL WATER QUALITY PERMITS Rule 5 IDEM Permit is required. AS SPECIFIC POINT WHERE-STORMWATER DISCHARGE Will I FAVE THE SITE STORMWATER DRAINAGE FROM THE SITE WILL BE CONVEYED BY A PROPOSED STORM SEWER AND VEGETATED SWALES TO TWO PROPOSED RAIN GARDEN FACILITES LOCATED ON THE EAST SIDE AND SOUTHWEST CORNER OF THE PROPERTY. THE NORTHERN RAIN GARDEN WALL DISCHARGE TO THE SOUTH RAIN GARDEN. THE SOUTH RAIN GARDEN WALL THEN. DISCHARGE TO THE EXISTING DRAINAGE INFRASTRUCTURE AT A RESTRICTED RATE THAT WAS PROVIDED BY THE HAMILTON COUNTY SURVEYOR'S OFFICE. NO WETLANDS, LAKES OR WATERCOURSES HAVE BEEN IDENTIFIED ON THE SITE THAT MAY BE IMPACTED BY STORMWATER DISCHARGES AS ARESULT OF THE PROPOSED CONSTRUCTION ACTVITES. All IOENTFlGATON OF AL RECEIVING WATERS White River Is the ultimate receivingwater for the project area. P 1 There are no locations on site where surface water may be discharged into ground water The lot Is located In an unshaded Zone "X" (areas determined to be outside the 0.2 percent annual chance floodplain) as indicated on the Hamilton County, Indiana, Flood Insurance Rate Map 18057CO209G dated November 19, 2014. A14 PRE -CONSTRUCTION AND POST -CONSTRUCTION ESTIMATE OF PEAK DISCHARGE Pre -construction 10 -year discharge: 2.71 cfa Post -construction 10 -year discharge: 0.23 efs Post -construction 100 -)rear discharge: 0.327 efs ' North: R-1 East: R-3 V South: R-3 West: R-3 i A16 LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED 0 AR A Approximate boundaries of disturbed areas are as Identified on the Erosion Control Plan. A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER Approximate areas of existing vegetative cover are as shown on the existing topography sheets. AIS SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS The Natural Resources Conservation ServiceWeb Sola Survey of Hamilton County, Indiana, Indicates Brookston i silty clay loam, Crosby silt loam, and Miami siltalt loom are located an the site. The on -sate soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the proposed construction. Remedial treatments may Include, but ore not limited to, removal of unsuitable ' soil and backfilling with engineered material, installation of a geofabrie within or under the pavement system, or treatment of the subgrade with lime. A19 LOCATIONS, S17E. AND DIMENSIONS FOR PROPOSED STORMWATER SYSTEMS Locations of stormwater systems: Refer to the Utility Plan or Storm Sewer Plan and Profiles Size of storm sewer: Refer to the Utility Plan or Storm Sewer Plan and Profiles I Details of storm inlets and manholes: Refer to Site Details A20 PLANS FOR ANY OFF-SITE CONSTRUCTION ACTIVITIES ASSOCIATED NTH THIS PROJECT Offsite construction will consist of tying the outfall pipe to the existing 8 -Inch storm sewer pipe located within 105th Street Right -Of -Way directly south of the developing property. It will also consist of installing a i doghouse manhole to tie into the existing sanitary sewer line located within the 105th Street ROW. A21 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW ISPO AL Excess soil shall be immediately stockpiled, surrounded with silt fence and seeded and/or removed from the iconstruction site in accordance with all applicable laws. If topsoil stockpiles are anticipated for this project, they are shown on the Erosion Control Paan. i Refer to the Existing Topography Plan 2 N . N C m r 8 O 6 A23 PROPOSED FINAL SITE TOPOGRAPHY Refer to the Grading Plan A24 CONTACT INFO OF INDIVIDUAL IN CHARGF OF SWPPP IMPLEMENTATION Name: HAND Inc. Address: 347 S, 8th Street, Noblesville, IN 46060 Representative: Jennifer Miller, AICP Title: Executive Director Telephone: (317) 674-8108 81 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES The following potential pollutant sources may be associated with construction activities on site: 1. Material storage areas (more specifically described below) 2. Construction waste material 3. Fuel storage areas and fueling stations 4. Exposed sofas 5. Leaking vehicles and equipment 6. Sanitary waste from temporary toilet facilities 7. Litter 8. Windblown dust 9. Soil tracking off site from construction equipment The following construction materials may be staged or stored on site at various points during development of the site: 1. Structural fill 2. Pavement Base Stone 3. HDPE, PVC, RCP or Ductile Iron pipe 4. Precast concrete, HDPE or PVC drainage and sanitary structures S. Rock rip -rap 82 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND -DISTURBING AC71ATIES '. Schedule pre -construction meeting with Hamilton County Surveyor's Office. 2. Install construction entrance. 3. Utilize the gravel construction entrance for Installation of the perimeter silt fence. Add stone if needed. Post the NOI at the entrance. Add protection measures to existing Inlets. 4. Install staging area, fueling station, material storage area and concrete truck washout. 5. Strip the top soil and grade. 6. Complete the cut and fills on the site. Final grade and seed the pond slopes. Install check dams or stabilize the slopes with erosion control blankets. 7. Prior to building construction install stone surface for paved areas. 8. Building pads left dormant for more than 15 days, must be temporarily seeded. 9. Start building construction. Install staging area for building materials. 10. Install storm sewer and other utilities. Provide inlet protection immediately upon completion of the Inlet and Install riprap outlet protection prior to Installing outlets. Final grade and stabilize slopes when Inlets are functioning. 11. Seed the perimeter of the site. 12. Complete utility Installation, curbs, paving and building construction. 13. Install landscaping plant material and stabilize all disturbed areas. 14. Remove all erosion and sediment control practices when areas have a uniform grass cover. B3 STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS Construction entrances will be in place prior to any site construction or demolition. Entrances are shown on the Erosion Control Plan, refer to the Erosion Control Details for details. R4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fencing will be utilized to prevent sedimentation from leaving the site. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. B5 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Proposed swales will be stabilized with erosion control blankets, and rock donuts will be installed to slow runoff to inlets. Straw bales and silt fences will not be allowed as concentrated flow protection measures. Refer to the Erosion Control Pian for locations and the Erosion Control Details for details. B6 STORM SEWER INLET PROTECTION MEASURE OCATIONS AND SPECIFICATIONS The contractor shall install appropriate inlet protection measures at each inlet. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. Straw bales be allowed as Inlet protection WllL 09� measures. B7 RUNOFF CONTROL MEASURES Silt fence will be installed around the perimeter of the site where runoff may leave the site to prevent sediment from being conveyed offsite. 138 STORMWATER OUTLET PROTECTION SPECIFICATIONS Stormwater outlets will be protected by riprap aprons to prevent scour erosion. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. B9 GRADE STABIUZATON STRUCTURE LOCATIONS AND SPECIFICATIONS Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. RIO LOCATION. DIMENSIONS. SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Refer to the Erosion Control Plan for locations of each stormwater quality measure and the Erosion Control Details. 1311 TEMPORARY SURFACE STABILI7ATION METHODS APPROPRIATE FOR EACH SEASON Surface stabilization is required on any bare or thinly vegetated area that is scheduled or likely to remain Inactive for a period of 15 days or more. Refer to the Temporary Seeding Detail within Erosion Control Details for specifics on sell amendments, seed mixtures and mulching. 1312 PERMANENT SURFACE STABIU7ATION SPECIFICATIONS A. Loosen lawn area to a minimum depth of 6 Inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soli amendments such as peat, compost or manure shall be applied at 2" depth evenly over soil and incorporated into the top 6" of topsoil. Provide fertilizer with percentage of nitrogen required to provide not less than 1 pound of actual nitrogen par 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric cold and 2 percent potassium. At least 50 percent of nitrogen to be organic form. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. B. Fertilizer for lawns: provide a fast release fertilizer with a composition of 1 Ib per 1,000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent potassium by weight. C. Slow-releose fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent woter-Insoluble nitrogen, phosphorous and potassium made up of a composition by weight of 5 percent D. Grade lawn and grass areas to a smooth, even surface with loose, uniformly fine texture. Limit fine grading to areas that can be planted within immediate future. Remove trash, debris, stones larger than 1 inch diameter, and other objects that may interfere with planting or maintenance operations. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. E. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other. F. Rake seed lightly Into top 1/8 Inch of soil, roll lightly, and water with a fine spray. G. Install erosion control blankets as Indicated on the plan. H. Protect seeded areas against erosion by spreading clean, seed -free straw mulch after completion of seeding operations. Spread uniformly to form a continuous blanket not less than 1-1/2 inches loose measurements over seeded areas. 1. Water newly planted lawn areas and keep moist until new grass is established. Immediately repair any lawn areas disturbed by construction activities including tree and shrub Installation. J. Refer to the Permanent Seeding Details within the Erosion Control Detail Sheet, for timing of permanent seeding, grass seed specifications and mulching specifications. 813 MATERIAL HANDLING AND SPILL PREVENTION PLAN Solid Waste Disposal No solid material, including building materials, is permitted to be discharged to surface waters or buried on site. All solid waste materials, Including disposable materials Incidental to the construction activity, must be collected In containers or closed dumpsters. The collection containers must be emptied periodically and the collected material hauled to o landfill permitted by the State and/or appropriate local municipality to accept the waste for disposal. A foreman or supervisor should be designated in writing to oversee, enforce, and instruct construction workers on proper solid waste procedures. Hazardous Waste Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes. All hazardous waste materials will be disposed In the manner specified by federal, state, or local regulations or by the manufacturer. Use containment berms in fueling and maintenance areas and where potential for spills Is high. A foreman or supervisor should be designated in writing to oversee, enforce and Instruct construction workers on proper hazardous waste procedures. The location of any hazardous waste storage areas should be indicated on the stormwater pollution prevention plan by the operator following on-site location of the facility. Dust Control/Off-Site Vehicle Tracking During construction, water trucks should be used, as needed, by each contractor or subcontractor to reduce dust. After construction, the site should be stabilized to reduce dust. Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or equivalent device. The purpose of the rock pad is to minimize the amount of sell and mud that is tracked onto existing streets. If sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize offsite impacts. Sanitary/Septic In the event that sediment escapes the construction site. off-site accumulations of sediment must be Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic removed at a frequency sufficient to minimize adverse Impacts. An example of this may be the situation system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor where sediment has washed into the street and could be carried Into the storm sewers by the next rainfall throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be and/or pose a safety hazard to users of public streets. Modifications/Revisions to SWPPP. serviced regularly. All expenses associated with providing sanitary facilities are the responsibility of the contractors and subcontractors. The location of any sanitary facilities should be Indicated on the stormwater Based on Inspection results, any necessary modification to this SWPPP shall be implemented within seven pollution prevention plan by the operator following on-site location of said facilities, calendar days of the Inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on a Record of Revisions within Water Source seven calendar days of the Inspection. Water used to establish and maintain grass, to control dust, and for other construction purposes must originate from a public water supply or private well approved by the State or local health department It is the responsibility of the operator to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make It necessary to Install more controls than were Equipment Euelinq and Storgge Argos originally planned. For example, localized concentrations of surface runoff or unusually steep areas could Equipment fueling, maintenance, and cleaning should only be completed in protected areas (i.e.. bem ed area). require additional silt barrier or other structural controls. Assessing the need for and installing additional Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they controls will be a continuing contractor/subcontractor responsibility until final stabilization is achieved. may be washed away during a rain event. Contractors and subcontractors Implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the Intended goals. Equipment wash down (except for wheel washes) should take place within an area surrounded by o bene. The use of detergents is prohibited. Notice of Termination Compliance of the site with the General Construction Permit remains the responsibility of all operators that Hazardous Material Storage hove submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). is signed. Except during application, the containers should be kept in trucks or in harmed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in All permittees must submit an NOT within thirty (30) days after one or more of the following conditions accordance with the federal, state, and local regulations. have been met: As may be required by federal, state or local regulations, the Contractor should hove a Hazardous Materials 1. Final stabilization has been achieved on all portions of the site for which the permittee was responafble. Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce, and Instruct construction workers on proper hazardous 2. Another operator/permittee has assumed control over all areas of the site that hove not bean finally materials storage and handling procedures. The location of any hazardous material storage areas should be stabilized. Indicated on the stormwater pollution prevention plan by the operator following on-site location of the storage areas. 3. In residential construction operations, temporary stabilization has been completed and the residence has Material Handling Spill Prevention been transferred to the homeowner. and Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In the event of R15 EROSION AND SEDIMENT CONTROL SPECIFICA71ONS FOR INDIVIDUAL BUILDING LOTS a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the split. In addition, the operator shall submit a written description of Since the entire site is under a single ownership, there are not any individual building lots. the release (including the type and amount of material released, the date of the release, the circumstances of the release, and the steps to be taken to prevent future spills) to the local governing authority. The G1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND U5E SWPPP must be revised within 14 calendar days after the release to reflect the release, stating the information above along with modifications to minimize the possibility of future occurrences. Each contractor The proposed land use is a residential development. The pollutants and sources of each pollutant normally and subcontractor is responsible for complying with these reporting requirements. expected from this type of land use are listed below: Concrete Washout Pollutant Source: Passenger vehicles, delivery vehicles. All concrete trucks waste material shall be completely contained and disposed in accordance with all local, Type of Pollutant: Oil, gasoline. diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, state, and federal regulations. A pit or container is required when cleaning concrete chutes. grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass. metal and plastic fragments, grit, road de-icing materials. Spill Response Plan Minor - Small spills that typically involve oil, gasoline, paint, hydraulic fluid, etc., can be controlled by the Pollutant Source: Building first responder at the discovery of the spill. Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, • Contain spill to prevent material from entering storm or ground water. Do not flush with water or aggregate or rubber fragments from roofing system. • Use absorbent material to clean-up spill material and any subsequently contaminated soil and Pollutant Source: Trash dumpster dispose of properly. Type of Pollutant Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Semi -Significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills con be generally controlled by the first responder with help from other site Pollutant Source: Parking lot personnel. This response may require other operations to stop to make sure the spill Is quickly and safely Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, addressed. At the discovery of the spill: bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de -Icing • Contain spill to prevent material from entering storm or ground water. Do not flush with water or materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site bury. sources, elevated water temperatures from contact with Impervious surfaces. • Use absorbent material to clean-up spills and dispose of properly. Spills on Impervious surfaces should be disposed of as soon as possible to prevent migration deeper Into the soil and groundwater. Pollutant Source: Lawn and landscape areas Dispose of contaminated soils or absorbents properly. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) • Contact 911 if the spill could be a safety Issue. • Contact supervisors and designated site Inspectors immediately. C2 SEQUENCE DESCRIBING STORMAAXER QUALITY MEASURE IMPLEMENTATION • Contaminated solids are to be removed to on approved landfill. Major or Hazardous ills -More than ten gallons, there la the potential for death, injury or illness to 1 SP 9 P N Y The rain gardens and Aqua -Swirl will remain in place as permanent features after construction is completed. The purpose of the these measures is to restrict stormwater discharges and provide a sediment removal humans or animals, or has the potential for surface or groundwater pollution. function. • Centrol or contain the spill without risking bodily harm. Temporarily plug storm drains If possible to prevent migration of the spill Into the stormwater system. C3 DESCRIPTION OF PROPOSED POST -CONSTRUCTION STORMWATER QUALITY MEASURES • Immediately contact the local Fire Department at 911 to report any hazardous material spill. • Contact supervisors and designated site Inspectors Immediately. Governing authorities responsible for yggetated Swale storm water facilities should be contacted as well. The contractor is responsible for having these Vegetated swales are designed to reduce pollutants and sediment loads In storm water runoff. Storm water contact numbers available at the job site. A written report should be submitted to the owner as runoff is directed Into the swale which conveys the runoff from the site. While moving through the swale, soon asP ossibla runoff is ale's biofiltration (uptake of nutrients b loots infiltration Y 9 Y 9 (P Y plants), greatly descrthe • As soon as possible but within 2 hours of discover contact the local agency responsible for spill p y' p p atiocft water s (percolation of water through the swale's porous soil substrate), and sedimentation (settling out of later management. The following information should be noted for future reports to the agency. s suspended particles.) •• Name, address and phone number of person making the spill report •• The location of the spill •• The time of the spill Permanent Vegetation •• Identification of the spilled substance •• Approximate quantity of the substance that has been spilled or may be further spilled •• The duration and source of the spill •• Name and location of the damaged waters .. Name of spill response organization •• What measures were taken in the spill response •• Other Information that may be significant Additional regulations or requirements may be present. A spill response professional should be consulted to make sure all appropriate and required steps have been taken. Contaminated solids should only be removed from the site after approval is given by the appropriate agency. 814 MONITORING. AND MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE Inspection Schedule/Reporting All impacted areas, as well as all erosion and sediment control devices, will be inspected every seven (7) calendar days and within 24 hours after a rainfall of 0.5 Inch or greater. Where sites have been final or temporarily stabilized or on sites where runoff Is unlikely due to winter conditions (e.g., site is covered with snow, ice, or frozen ground exists), such inspections shall be conducted at least once every month. Inspections shall be conducted and a written report prepared, by a designated and qualified person familiar with the USEPA NPDES Storm Water General Permit, this SWPPP, and the Project. Inspection reports shall be completed including scope of the inspection, nome(s) and qualifications of personnel making the Inspection, the dote of the inspection, observations relating to the implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance noted during the Inspection. The inspection report should state whether the site was in compliance or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection reports on site and permanently for a period of two years following construction. The on-site reports may be requested by Inspections conducted by the local governing authority. Construction Entrance Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking. Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance and other controls as described in this SWPPP. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Off-site material storage areas used solely by the subject project ore considered to be part of the project and must be included in the erosion control pians and the site inspection reports. Soil Stabilization Inspections Seeded areas will be Inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all areas are covered with pavement or have a stand of vegetation with at least 707 of the background vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will water, fertilize, and reseed disturbed areas as needed to achieve this goal. Erosion and Sediment Control Inspections All controls should be Inspected at least once every seven (7) calendar days and following any $torn event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that will be used for specific controls: 1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re -anchored. 2. Inlet Protection: If silt fence inlet protection Is to be used, sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, sediment should be removed when the volume of the basin is reduced by SOX 3. Diversion Swales: Clean debris or other obstructions as needed. Damage from storms or normal construction activities (i.e.. tire ruts) shall be repaired immediately. 4. Mulching: Inspect for thin or bare spots caused by natural decomposition or weather-related events. Mulch in high traffic areas should be replaced on a regular basis to maintain uniform protection. S. Sediment Trap: Accumulated silt shall be removed and the basin shall be re -graded to its original dimensions at such point that the capacity of the Impoundment has been reduced to one-half of its original storage capacity. The removed sediment shall be stockpiled or redistributed in areas that are protected from erosion. 6. Sediment Basin: Inspect frequently to check for damage and to ensure obstructions are not diminishing the effectiveness of the structures. Sediment shall be removed and the basin shall be re -graded to Its original dimensions at such point that the capacity of the Impoundment has been reduced to 20% of Its original storage capacity. The removed sediment shall be stockpiled or redistributed In areas that are protected from erosion. 7. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the height of the fence. 8. Stabilized Construction Entrance: Periodic re -grading and top dressing with additional stone. 9. Straw Bales: Replace straw bales that show signs of deterioration. 10. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 11. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to stormwater shall be prevented from becoming a pollutant source for stormwater discharges through screening of outfalls and daily pickup of litter. Topsoil will be placed In lawn areas and seeded with grass, and graded not to exceed 3:1 slopes. Proposed landscape trees and shrubs will also be added. These Bio areas will act as a natural filter strip to help improve storm water quality. The vegetated areas will slow the velocities of storm water runoff, reduce sediment runoff, and reduce problems associated with mud or dust from bare soils. Rain Gardena / Bioretention Areas Bioretention areas (sometimes called rain gardens) are structural stormwater controls that capture and temporarily store runoff using soils and vegetation in landamped areas to remove pollutants. Bioretention areas are engineered facilities In which runoff is conveyed as sheet flow to the treatment area, consisting of a grass buffer strip, ponding area, organic layer, soil and. vegetation. Mechanical BMP (/roue -Swirl" A BMP structure will be installed at the downstream and of the storm sewer system, prior to the storm sewer outlet The primary purpose of the BMP is to remove sediment, ofla and limitable debris from the stormwater prior to discharging from the site. The Mechanical BMP structure utilizes hydrodynamic forces to remove pollutants from the runoff. These pollutants are captured within the structure and removed Immediately. Good toilkee In Measures Good Housekeeping measures such as regular street sweeping, installation of trash receptacles, and reduction In fertilizer overspray can be Incorporated by the owner and/or occupant. C4 LOCATION. DIMENSIONS, SPECIFICATIONS. AND CONSTRUCTION DETAILS OF EACH STORMWATER OUALITY MEASURE The following Items are stormwater quality measures that will be Installed during construction. These Items will remain in place after construction Is completed and are considered to serve an Incidental function as post -construction stormwater quality BMPs. See the Grading Pion for the location of the Bio -Retention areas and Aqua -Swirl. Refer to the Site Details for details. C.5 DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST -CONSTRUCTION STORMWATER DUALITY MEASURES Maintenance requirements for the stormwater quality measures which will remain in place after construction is complete, are described below. Refer to the BMP Operations and Maintenance Manual for more detailed maintenance requirements. Vegetated Swale Vegetated swales require little maintenance if properly designed. Mow as needed during the growing season; Inspect for erosion problems twice during the first year, annually thereafter, and remove sediment, trash and debris annually or more frequently if needed. Rain Garden Rain garden systems require regular Inspection and maintenance to ensure the system Is functioning properly. Replace mulch as needed, treat diseased vegetation as needed and Inspect for sediment accumulation. Mechanical BMP (Agus -Swirl) Frequent Inspection and cleanout Is critical for proper operation. Recommended Inspection and maintenance schedules vary with each manufacturer. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. 93 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.597.55801 FAX 317.543.0270 www.slructurepoint.00m HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: Its Cie A\ ITAC COMMENTS 105/10/20171 Project Number 2016.00348 STORMWATER POLLUTIOW, PREVEC U IUi' PLAN N 2,3 2017 e 5T%.... to 300 275 25C 225 200 LENGTHi75 so 125 100 75 50 25 SPECIFICATIONS CONTRIBUTING DRAINAGE AREA • TWO ACRES MAXIMUM.. RIPRAP CHECK DAM • DAM HEIGHT - TWO FEET MAXIMUM; CENTER OF THE DAM TO BE AT LEAST NINE INCHES LOWER THAN THE POINTS OF CONTACT BETWEEN THE UPPERMOST POINTS OF THE RIPRAP DAM AND CHANNEL BANKS. • SIDE SLOPE- RATIO OF 21 OR FLATTER. • SPACING -TOE OF THE UPSTREAM DAM AT SAME ELEVATION AS OVERFLOW WEIR OF THE DOWNSTREAM DAM. OVERFLOW AREAS • STABIUZED TO REDUCE SCOUR/EROSION ALONG SIDES AND BELOW THE DAM. FILTER MEDIUM • PLACED ON UP-SLOPE SIDE OF DAM. • HEIGHT - TO BASE OF OVERFLOW WEIR NOTCH. MATERIALS • GEOTEXTILE FABRIC (8 OUNCE OR HEAVIER; NON -WOVEN). • INDIANA DEPARTMENT OF TRANSPORTATION REVETMENT RIPRAP FOR DAM. • INDOT CA NO. 5 AGGREGATE FOR USE AS FILTER MEDIUM (AGGREGATE MUST BE WELL -GRADED). NOTE: INDOT CA NO. 8 AGGREGATE IS ACCEPTABLE IF NO. 5 IS NOT AVAILABLE. THE USE OF NO. 8 AGGREGATE MAY RESULT IN MORE FREQUENT OVERTOPPING OF THE STRUCTURE AND WILL INCREASE THE FREQUENCY OF STRUCTURE MAINTENANCE 1. LAY OUT THE LOCATON OF THE CHECK DAM. 2 EXCAVATE A CUTOFF TRENCH INTO THE CHANNEL BOTTOM AND DITCH BANKS, EXTENDING IT A MINIMUM OF 18 INCHES BEYOND THE TOP OF THE DITCH BANK. 3. INSTALL AND ANCHOR FILTER FABRIC IN THE CHANNEL AND CUTOFF TRENCH. 4. PUCE RIPRAP IN THE CUTOFF TRENCH AND CHANNEL TO THE LINES AND DIMENSIONS SHOWN IN THE CONSTRUCTION PLANS. THE CENTER OF EACH DAM MUST BE AT LEAST NINE INCHES LOWER THAN THE UPPERMOST POINTS OF CONTACT BETWEEN THE RIPRAP DAM AND CHANNEL BANKS. 5. EXTEND THE RIPRAP AT LEAST 18 INCHES BEYOND THE TOP OF THE CHANNEL BANKS TO KEEP OVERFLOW FROM ERODING AREAS ADJACENT TO THE CHANNEL BANKS BEFORE IT RE-ENTERS THE CHANNEL 6. PLACE FILTER MEDIUM (INDOT CA N0, 5 AGGREGATE) ON THE UP-SLOPE SIDE OF THE DAM. PLACE FILTER MEDIUM OVER THE ENTRE FACE OF THE DAM UP TO THE BASE OF THE OVERFLOW WEIR NOTCH. 7. STABILIZE THE CHANNEL ABOVE THE UPPERMOST DAM. 8. INSTALL AN EROSION -RESISTANT LINING IN THE CHANNEL BELOW THE LOWERMOST DAM. THE LINING SHOULD EXTEND A MINIMUM DISTANCE OF SIX FEET BELOW THE DAM. 9. ADDITIONAL SEDIMENT STORAGE CAN BE PROVIDED BY EXCAVATING A SMALL SEDIMENT TRAP ON THE UPSTREAM SIDE OF THE CHECK DAM. •• EEAINNSPECT W I17HIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS • IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL AN EROSION -RESISTANT LINER IN THAT PORTON OF THE CHANNEL REVETMENT RIPRAP FILTER MEDIUM • REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF THE HEIGHT OF THE DAM TO M MAINTAIN CHANNEL CAPACITY ALLOW DRAINAGE THROUGH THE DAM, AND PREVENT LARGE FLOW A___________ FROM DISPLACING SEDIMENT. • ADD RIPRAP AND AGGREGATE AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION OF A____ B THE DAMS. MORMON / • WHEN DAMS ARE NO LONGER NEEDED, REMOVE THE RIPRAP AND AGGREGATE AND STABILIZE THE i / CHANNEL, USING AN EROSION -RESISTANT LINING IF NECESSARY. (RIPRAP AND AGGREGATE FROM p =CREST OF DAM ` THE D AM MAY BE REMOVED OR UTILIZED TO STABILIZE THE CHANNEL) B = TOE OF DAM NOTE: DO NOT USE CHECK DAMS IN PERENNIAL STREAMS. ROCK CHECK DAM NOT TO SCALE (REV. 01/17) A 3' x X B x C x C X B X A X 1 STAPLE PER SO. M. 1X2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS B C C C C B A A B B 4:1 3:1 2:1 1:1 CHANNEL LINING SLOPE GRADIENT C 3' X MAXIMUM DISTANCE X < 50:1 x 2% - 57 X 75 FEET X 20:1 TO 10:1 X 10% - 20%• 2 STAPLES PER SO. YD. ADD'TL STAPLES AS REQ'D. DUE TO DEPTH OF FLOW ® \7( X \ X \ / EROSION CONTROL BLANKET NOT TO SCALE (REV. 01/17) SPECIFICATIONS DRAINAGE AREA • LIMITED TO ONE-QUARTER ACRE PER 100 UNEAR FEET OF FENCE. • FURTHER RESTRICTED BY SLOPE STEEPNESS (SEE TABLE 1). EFFECTIVE LIFE • SIX MONTHS (MAXIMUM). LOCATION • INSTALLED PARALLEL TO THE SLOPE CONTOUR. • MINIMUM OF 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A BROAD, SHALLOW SEDIMENT POOL • ACCESSIBLE FOR MAINTENANCE (REMOVAL OF SEDIMENT AND SILT FENCE REPAIR). SPACING TABLE 1. SLOPE STEEPNESS RESTRICTIONS PERCENT SLOPE MAXIMUM DISTANCE < 2% < 50:1 10D FEET 2% - 57 50:1 TO 20:1 75 FEET 5% - 10%^ 20:1 TO 10:1 50 FEET 10% - 20%• 10:1 TO 5:1 25 FEET > 20% I > 51.1 15 FEET -CONSIDER OTHER ALTERNATIVES. NOTE MULTIPLE ROWS OF SILT FENCE ARE NOT RECOMMENDED ON THE SAME SLOPE. TRENCH • DEPTH: EIGHT INCHES MINIMUM. • WIDTH: FOUR INCHES MINIMUM. • AFTER INSTALLING THE FENCE, BACKFILL WITH SOIL MATERIAL AND COMPACT (TO BURY AND ANCHOR THE LOWER PORTION OF THE FENCE FABRIC). NOTE: AN ALTERNATIVE TO TRENCHING IS TO USE MECHANICAL EQUIPMENT TO PLOW IN THE SILT FENCE MATERIALS AND SILT FENCE SPECIFICATIONS • FABRIC - WOVEN OR NON -WOVEN GEOTEXTILE FABRIC, MEETING SPECIFIED MINIMUMS OUTLINED IN TABLE 2. TABLE 2. GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) PHYSICAL PROPERTY WOVEN NON -WOVEN GEOTEXTLE FABRIC GEOTEXTILE FABRIC FILTERING EFFICIENCY 2 TONS 85% TEXTILE STRENGTH AT 20% 1 INCH MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). ELONGATION 7 TON APPLY WITH A HYDRAULIC MULCH STANDARD STRENGTH 30 LBS. PER UNEAL INCH 50 LBS. PER LINEAL INCH EXTRA STRENGTH 50 LBS. PER UNEAL INCH 70 LBS. PER UNEAL INCH SLURRY FLOW RATE 0.3 GAL/MIN./SQUARE FOOT 4.5 GAL. IN. SQUARE FOOT WATER FLOW RATE 15 GAL IN. QUARE FOOT 220 GAL IN. SQUARE FOOT UV RESISTANCE 70% 85% POST SPACING 7 FEET 5 FEET INSTAL 1 AM N 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IS IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT Of CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH NIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE UNE INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4, DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. A MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. (IF IT IS NECESSARY TO JOIN THE ENDS OF TWO FENCES, USE THE JOINT METHOD SHOWN. 5. LAY THE FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING OONSTRU07M ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS (REFER TO TABLES i AND 2 FOR SPACING AND GEOTEXTILE SPECIFICATIONS) AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE MAINTENANCE • INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. • REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ON -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE GEOTEXTILE FABRIC p I✓ 36 INCH (MIN.) SECURED WITH LATHE 9 I HARDWOOD POST COMPACTEDFILL WOOD FLOW POST GE07EXTILE FABRIC - I x-14 i � j +�i SILT LAID ON DOWN-SLOPEI FENCE SIDE AND BOTTOM OF il �I- NOTE: SILT FENCES CAN BE PURCHASED COMMERCIALLY. TRENCH= _:1 (� • THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE • HEIGHT - A MINIMUM OF 18 INCHES ABOVE GROUND LEVEL (30 INCHES MAXIMUM). STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE. • REINFORCEMENT - FABRIC SECURELY FASTENED TO POSTS WITH WOOD LATHE. 1 INCH MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). • SUPPORT POSTS - 2X2 INCH HARDWOOD POSTS. STEEL FENCE POSTS MAY BE 7 TON APPLY WITH A HYDRAULIC MULCH SUBSTITUTED FOR HARDWOOD POSTS (STEEL POSTS SHOULD HAVE PROJEC-TIONS FOR (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) MACHINE AND USE WITH TACKING AGENT. NOTE: SILT FENCE IS NOT RECOMMENDED FOR USE AS FASTENING FABRIC). • MULCH - STRAW. HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, TABLE 2. MULCH ANCHORING METHODS A DIVERSION AND SHOULD NOT BE USED ACROSS A • SPACING - EIGHT FEET MAXIMUM IS FENCE IS SUPPORTED BY WIRE MESH FENCING, ANCHORING METHOD- NOW TO APPLY STREAM, CHANNEL, DITCH, SHALE, OR ANYWHERE SIX FEET MAXIMUM FOR EXTRA -STRENGTH FABRIC WITHOUT WIRE BACKING. CORN BROADCA 300 LBS. THAT CONCENTRATED FLOW IS ANTICIPATED. SiLT SORGHUM FENCE CONSTRUCTION 1 TO 2 INCHES MAY 1 -JULY 15 NOT TO SCAM (REV. 01/17) SEEDING SPECIFICATIONS MULCH SPECIFICATIONS SEEDBED PREPARATION MATERIALS • GRADE AND APPLY SOIL AMENDMENTS. TABLE 1. SLOPE STEEPNESS RESTRICTIONS SEEDING FREQUENCY • SEED ROUGH GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER • EIGHTY PERCENT OR GREATER OVER THE SOIL SURFACE MATERIALS • SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST MATERIAL- RATE PER ACRE COMMENTS OPTIMUM DATES'* • THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE SHOULD BE DRY. FREE OF UNDESIRABLE SEEDS. STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE. CONTROL BLANKETS OR 0714ER STABIUZA71ON METHODS. 1 INCH MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). WOOD FIBER 7 TON APPLY WITH A HYDRAULIC MULCH OR CELLULOSE (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) MACHINE AND USE WITH TACKING AGENT. EFFECTIVE LIFE (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE OPTIMUM DATES'* • THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION; INCLUDING AVAILABLE SOIL MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION MATERIALS USED. TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR CONTROL BLANKETS OR 0714ER STABIUZA71ON METHODS. 1 INCH EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPUCATION WHERE SOIL COVERAGE ANCHORING • STAPLES, PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET.QTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFILE. SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS . THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE SOIL SURFACE (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) OF QUICK GERMINATION, GROWTH, AND TIME OF YEAR TO BE SEEDED (SEE TABLE 1). ANCHORING MATERIALS • MULCH - STRAW. HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, TABLE 2. MULCH ANCHORING METHODS • ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WAND OR WATER OR COVERED WITH MANUFACTURED EROSION CONTROL BLANKETS ANCHORING METHOD- NOW TO APPLY INCORPORATED V47H A POLYPROPYLENE. NATURAL FIBER OR SIMILAR NETTING MATERIAL APRIL 15 -JUNE 1 CORN BROADCA 300 LBS. (THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT.) TABLE 1. SLOPE STEEPNESS RESTRICTIONS SORGHUM 35 LBS, 1 TO 2 INCHES MAY 1 -JULY 15 INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN SEEDING APPLI APPLICATION SEEDBED PREPARATION NOTE: SOME EROSION CONTROL BLANKET NETTINGS MAY POSE A THREAT TO CERTAIN SPECIES OF WILDLIFE IF THEY BECOME ENTANGLED IN THE NETTING MATRIX. • SIX TO 12 -INCH STAPLES, PINS, OR STAKES. INSTALLATION i. SELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE CONDITIONS (E.G., SLOPE, CHANNEL, FLOW VELOCITY) PER THE MANUFACTURER'S RECOMMENDATIONS 2. PREPARE THE SEEDBED, ADD SOIL AMENDMENTS. AND PERMANENTLY SEED THE AREA IMMEDIATELY FOLLOWING SEEDBED PREPARATION. SEED SPECIES- RATE PER ACRE .PLANTING DEPTH OPTIMUM DATES'* WHEAT OR RYE 150 LBS. i TO 1-1 i2 INCHES SEPT. 15 -OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 -APRIL 15 ANNUAL RYEGRASS 40 LBS. 1/4 INCH MARCH 1 -MAY 1 AUG. 1 -SEPT. i GERMAN MILLET 40 LBS. 1 TO 2 INCHES MAY 1 -JUNE 1 SUDANGRASS 35 LBS. 1 TO 2 INCHES MAY 1 -JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES APRIL 15 -JUNE 1 CORN BROADCA 300 LBS. 1 TO 2 INCHES MAY 11 -AUG. 10 SORGHUM 35 LBS, 1 TO 2 INCHES MAY 1 -JULY 15 3, LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA SO THAT THEY ARE IN -PERENNIAL SPECIES MAY BE USED AS A TEMPORARY DOVER, ESPECIALLY IF THE AREA TO CRIMP OR PUNCH THE STRAW OR HAY 7W0 TO CONTINUOUS CONTACT WITH THE SOIL WITH EACH UP-SLOPE OR UP -STREAM BLANKET BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR.OVERLAPPING ON THE CONTOUR OF THE SLOPE. THE DOWN-SLOPE OR DOWN -STREAM BLANKET BY AT LEAST EIGHT INCHES -*SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF FORMATION OF RILLS BY DOZER CLEATS OR FOLLOW MANUFACTURER'S RECOMMENDATIONS. SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF 4. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SLIT TRENCH), THE PROJECT WITHIN THE STATE. APPLY ACCORDING TO MANUFACTURER'S BACKFILL WITH SOIL AND TAMP DOWN. IN CERTAIN APPLICATIONS, THE MANUFACTURER MAY NOTES: REQUIRE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DOWN SLOPE FROM THE MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF ANCHOR NETTING WITH STAPLES, EDGES OF NETTING UPPERMOST EDGE OF THE UPPER BLANKETS TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. 5. ANCHOR THE BLANKETS IN PLACE BY DRIVING STAPLES, PINS, OR STAKES THROUGH THE DOWN-SLOPE STRIP. BEST SUITED TO SLOPE BLANKET AND INTO THE UNDERLYING SOIL FOLLOW AN ANCHORING PATTERN APPROPRIATE A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, FOR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER. CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN SEEDING APPLI APPLICATION SEEDBED PREPARATION CALENDAR DAYS. 1. TEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. • CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT • IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING THE DONE,APPLY 400 TO 800 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR ERODED AREA, ADD SOIL AND TAMP, RESEED THE AREA, REPLACE AND STAPLE THE EQUIVALENT. E BLANKET. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH NOTES A DISK OR RAKE OPERATED ACROSS THE SLOPE. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. FROM TABLE 1. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS NOTES: DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTIUZED. 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEED OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE V47H A HYDROSEEDFR, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. SEEDING MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. • MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY MULCH WHERE NECESSARY. • IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. "ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND AND/OR WATER. MULCH APPLICATION 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1. 2 SPREAD THE MULCH MATERIAL UNIFORMLY BY HAND, HAYFORK, MULCH BLOWER, OR HYDRAULIC MULCH MACHINE. AFTER SPREADING, NO MORE THAN 25 PERCENT OF THE GROUND SHOULD BE VISIBLE 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW: a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS, e. APPLY A LIQUID TACKIFIER, OR d. COVER WITH NETTING SECURED BY STAPLES. MULCH MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS, RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN PLACE • CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABUSHED. • IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. TEMPORARY SEEDING WITH MULCH NOT TO SCALE (REV. 01/17) EWER PIPE BANK PLAN TOP OF DAM I 3t I a ���� EMERGENCY OVERFLOW WEIR BOTTOM OF DAM SECTION B -B X8 STONE (1' MIN. THICKNESS) 08 STONE (1' MIN. THICKNESS) HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 ;a; >Vri,' �C'v AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.647.55801 FAX 317.643.0270 W ww.structurepointxom MAINTENANCE • INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION HOME PLACE MATERIAL. AND RE -STABILIZE. ROCK DONUT DETAIL HOUSING NOT TO SCALE (REV. 01/17) MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY 7W0 TO FARM DISK (DULL, SERRATED, FOUR INCHES INTO THE SOIL OPERATE MACHINERY AND BLADES SET STRAIGHT) ON THE CONTOUR OF THE SLOPE. CLEATING V47H DOZER TRACKS OPERATE DOZER UP AND DOWN SLOPE TO PREVENT - - FORMATION OF RILLS BY DOZER CLEATS WOOD HYDROMULCH FIBERS APPLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SYNTHETIC TACKIFIERS, APPLY ACCORDING TO MANUFACTURER'S BINDERS, OR SOIL STABIUZERS RECOMMENDATIONS. INSTALL NETTING IMMEDIATELY AFTER APPLYING MULCH. ANCHOR NETTING WITH STAPLES, EDGES OF NETTING NETTING (SYNTHETIC OR STRIPS SHOULD OVERLAP WITH EACH UP-SLOPE STRIP BIODEGRADABLE MATERIAL) OVERLAPPING FOUR 70 SIX INCHES OVER THE ADJACENT DOWN-SLOPE STRIP. BEST SUITED TO SLOPE APPLICATIONS. IN MOST INSTANCES, INSTALLATION DETAILS ARE SITE SPECIFIC, SO MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. "ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND AND/OR WATER. MULCH APPLICATION 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN IN TABLE 1. 2 SPREAD THE MULCH MATERIAL UNIFORMLY BY HAND, HAYFORK, MULCH BLOWER, OR HYDRAULIC MULCH MACHINE. AFTER SPREADING, NO MORE THAN 25 PERCENT OF THE GROUND SHOULD BE VISIBLE 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPLICATION. THE MULCH CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW: a. CRIMP WITH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, b. APPLY HYDRAULIC MULCH WITH SHORT CELLULOSE FIBERS, e. APPLY A LIQUID TACKIFIER, OR d. COVER WITH NETTING SECURED BY STAPLES. MULCH MAINTENANCE • INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED AREAS, RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN PLACE • CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABUSHED. • IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. TEMPORARY SEEDING WITH MULCH NOT TO SCALE (REV. 01/17) EWER PIPE BANK PLAN TOP OF DAM I 3t I a ���� EMERGENCY OVERFLOW WEIR BOTTOM OF DAM SECTION B -B X8 STONE (1' MIN. THICKNESS) 08 STONE (1' MIN. THICKNESS) HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 ;a; >Vri,' �C'v AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.647.55801 FAX 317.643.0270 W ww.structurepointxom MAINTENANCE • INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION HOME PLACE MATERIAL. AND RE -STABILIZE. ROCK DONUT DETAIL HOUSING NOT TO SCALE (REV. 01/17) GEDD XTHE FABRIC UNDERLINE ff'y�/'� o°¢} W MINIMUM INGOT CA NO. 2 AGSREGAM LOCATION . TGNe • AVOID LOCATING ON STEEP SIAPES OR AT WRVES IN PUBLIC ROADS DIMENSIONS • WI TWENTY (20) FEET MINIMUM OR FULL WIDTH OF fNiRANC£/EXIT ROADWAY. WHI TNM IS GREATER. • LENGTH: ONE -HUNDRED FIFTY (ISD) FEET MINIMUM (LENGTH DAN BE SHORTER FOR SMALLER SIDES). • TIICKNESR EIGHT (8) INMM MINIMUM. MATEIUAU • ONE (1) TO TWO AND ONE-HALF (2-1/2) INCH DIAMETER WASHED AMEGAW (IND" CA NO. 2). • UNE -HALF (1/2) TO ONE AND ONE-HALF 01-gg) INCH WASHED AOGRECATE (INTOE CA N0. BS}, OPTIONAL USED PRIMARILY WHERE THE MW OF THE PAD IS TO Rats FROM ADHERING TO VEHICLE TIRES • GEOTEXTILE FABRIC UNDERLAYMENT NEED AS A SEPARATE LAYER TO PREVENT INTERMINNG OF AGGREGATE AND THE UNDERLWNG SOIL MATERIAL AND TO PROVIDE GREATER BFJRWG SMENM WHEN ENOWNiERNO WET CONDITIONS OR SOILS WTH SEASONAL HIGH WATER TABLE LIMITATIONS). 3. PLACE AGGREGATE (INDOT CA N0. 2) TO TIE MMENSONS AND GRADE SHOWN IN THE CONSTRUCTIONPUNS, LEAVING TIE SURFACE SMOOTH AND SLOPED FOR DRAINADE S. WHERE POSSIBLE • DIVERT ALL STORM WATR RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INCRE55/EGRE55 PAD TO A SEDIMENT TIM OR BASIN. Yd8)IOANOE INSPECT DAILY. • RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOW CONTROL TOP -DRESS WTH CLEAN AGCREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO MSUC ROADS RUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE OONWYED WTO A SEDIMENT TRAP OR BASIN. GRAVEL CONSTRUCTION ENTRANC (SITES LARGER THAN TWO ACRES NOT T) SCALE (REV. 01/17) EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: I NO. I DESCRIPTION I DATE 1 Project Number 2016.00348 EROSION CONTROL DETAl D JUS! 2.3 2017 �C520IAVEYOR � nY•" � m•Ta��rv'"mv IGH=l1= _ - - - �,y��' �'7 r�.!/J�/x'11=11=.11=.IL- - - GEDD XTHE FABRIC UNDERLINE ff'y�/'� o°¢} W MINIMUM INGOT CA NO. 2 AGSREGAM LOCATION . TGNe • AVOID LOCATING ON STEEP SIAPES OR AT WRVES IN PUBLIC ROADS DIMENSIONS • WI TWENTY (20) FEET MINIMUM OR FULL WIDTH OF fNiRANC£/EXIT ROADWAY. WHI TNM IS GREATER. • LENGTH: ONE -HUNDRED FIFTY (ISD) FEET MINIMUM (LENGTH DAN BE SHORTER FOR SMALLER SIDES). • TIICKNESR EIGHT (8) INMM MINIMUM. MATEIUAU • ONE (1) TO TWO AND ONE-HALF (2-1/2) INCH DIAMETER WASHED AMEGAW (IND" CA NO. 2). • UNE -HALF (1/2) TO ONE AND ONE-HALF 01-gg) INCH WASHED AOGRECATE (INTOE CA N0. BS}, OPTIONAL USED PRIMARILY WHERE THE MW OF THE PAD IS TO Rats FROM ADHERING TO VEHICLE TIRES • GEOTEXTILE FABRIC UNDERLAYMENT NEED AS A SEPARATE LAYER TO PREVENT INTERMINNG OF AGGREGATE AND THE UNDERLWNG SOIL MATERIAL AND TO PROVIDE GREATER BFJRWG SMENM WHEN ENOWNiERNO WET CONDITIONS OR SOILS WTH SEASONAL HIGH WATER TABLE LIMITATIONS). 3. PLACE AGGREGATE (INDOT CA N0. 2) TO TIE MMENSONS AND GRADE SHOWN IN THE CONSTRUCTIONPUNS, LEAVING TIE SURFACE SMOOTH AND SLOPED FOR DRAINADE S. WHERE POSSIBLE • DIVERT ALL STORM WATR RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INCRE55/EGRE55 PAD TO A SEDIMENT TIM OR BASIN. Yd8)IOANOE INSPECT DAILY. • RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOW CONTROL TOP -DRESS WTH CLEAN AGCREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO MSUC ROADS RUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE OONWYED WTO A SEDIMENT TRAP OR BASIN. GRAVEL CONSTRUCTION ENTRANC (SITES LARGER THAN TWO ACRES NOT T) SCALE (REV. 01/17) EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: I NO. I DESCRIPTION I DATE 1 Project Number 2016.00348 EROSION CONTROL DETAl D JUS! 2.3 2017 �C520IAVEYOR METAL PINS OR STAPLES TO SITE MANAGEMENT SECURE THE • COMPLETE CONSTRUCTIONIINSTALLATION OF THE SYSTEM AND HAVE WASHOUT LOCATIONS OPERATIONAL PRIOR POLYETHYLENE TO CONCRETE DELIVERY. UNING TO THE • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, STREAMS, RIVERS, STRAW BALES L WOOD OR METAL STAKES TO SECURE THE STRAW BALES (2 PER STRAW BALE) STRAW BALE (ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT. ALTERNATIVE MATERIALS OR PRODUCTS WILL REQUIRE DESIGN MODIFICATION. POLYETHYLENE UNING (10 MIL); THE UNING SHOULD A EXTEND OVER THE STRAW BALES EXCAVA110M SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE UNING MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED. SITE MANAGEMENT AT THE WASHOUT LOCATION, SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING • COMPLETE CONSTRUCTIONIINSTALLATION OF THE SYSTEM AND HAVE WASHOUT LOCATIONS OPERATIONAL PRIOR r / X10 MIN:��i TO CONCRETE DELIVERY. ����\ 110 MIN.".\�� �• • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, STREAMS, RIVERS, STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE CREEKS, DITCHES, OR STREETS. CONTAINMENT SYSTEM IS LEAKING OR OVERFLOWING AND INEFFECTIVE. • NEVER WASH OUT INTO A STORM SEWER DRAINAGE SYSTEM. THESE SYSTEMS ARE TYPICALLY CONNECTED TO DO NOT BACK FLUSH EQUIPMENT AT THE PROJECT SITE. BACK FLUSHING SHOULD BE RESTRICTED TO THE r�rri rii PLANT AS IT GENERATES LARGE VOLUMES OF WASTE THAT MORE THAN LIKELY WILL EXCEED THE CAPACITY OF 01 MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES, BACK FLUSH SHOULD ONLY BY PERFORMED VATH THE • IT IS RECOMMENDED THAT WASHOUT SYSTEMS BE RESTRICTED TO WASHING CONCRETE FROM MIXER AND PUMP PERMISSION OF AN ON-SITE MANAGER FOR THE PROJECT. TRUCKS AND NOT USED TO DISPOSE OF EXCESS CONCRETE OR RESIDUAL LOADS DUE TO THE POTENTIAL TO STRAW BALE (ALTERNATIVE MATERIALS OR PRODUCTS MAY BE USED TO PROVIDE STRUCTURAL CONTAINMENT. ALTERNATIVE MATERIALS OR PRODUCTS WILL REQUIRE DESIGN MODIFICATION. POLYETHYLENE UNING (10 MIL); THE UNING SHOULD A EXTEND OVER THE STRAW BALES EXCAVA110M SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE UNING MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED. SITE MANAGEMENT AT THE WASHOUT LOCATION, SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING • COMPLETE CONSTRUCTIONIINSTALLATION OF THE SYSTEM AND HAVE WASHOUT LOCATIONS OPERATIONAL PRIOR THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO FLOW OFF SITE. TO CONCRETE DELIVERY. ����\ 110 MIN.".\�� �• • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, STREAMS, RIVERS, STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE CREEKS, DITCHES, OR STREETS. CONTAINMENT SYSTEM IS LEAKING OR OVERFLOWING AND INEFFECTIVE. • NEVER WASH OUT INTO A STORM SEWER DRAINAGE SYSTEM. THESE SYSTEMS ARE TYPICALLY CONNECTED TO DO NOT BACK FLUSH EQUIPMENT AT THE PROJECT SITE. BACK FLUSHING SHOULD BE RESTRICTED TO THE A NATURAL CONVEYANCE SYSTEM. PLANT AS IT GENERATES LARGE VOLUMES OF WASTE THAT MORE THAN LIKELY WILL EXCEED THE CAPACITY OF 01 MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES, BACK FLUSH SHOULD ONLY BY PERFORMED VATH THE • IT IS RECOMMENDED THAT WASHOUT SYSTEMS BE RESTRICTED TO WASHING CONCRETE FROM MIXER AND PUMP PERMISSION OF AN ON-SITE MANAGER FOR THE PROJECT. TRUCKS AND NOT USED TO DISPOSE OF EXCESS CONCRETE OR RESIDUAL LOADS DUE TO THE POTENTIAL TO DO NOT USE ADDITIVES 'MTI WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE USED AT THE *-A INSTALLATION ATION L REMOVE THE STORM SEWER GRATE AND PLACE THE FRAME INTO THE GRATE OPENING, 2. PLACE GEOTEXTILE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 3. REPLACE THE STORM SEWER GRATE. • INSPECT DAILY. • REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT RE—ENTER THE PAVED AREA OR STORM DRAINS. • REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE INLET PROTECTION. PLAN VIEW PI AN VIEW { METAL PINS METAL PINS OR STAPLES SANDBAGS OR OTHER OR STAPLES APPROPRIATE ANCHORING STORM POLYETHYLENE WOOD OR SYSTEM TO SECURE THE GRATE UNING METAL STAKE POLYETHYLENE UNING (10 MIL) STRAW UFT BALE STRAPS POLYETHYLENE REINFORCED STORM .; COMPACTED UNING (10 MIL) c . SOIL '' II.J CORNERS GRATE CURB -� I STRAW BALES ENTRENCHEDI — 1_ MATERIAL I -!IE OPENING INCHES INTO ,jFIE SOIL . IIr— 11=11i—II—II—II I i Ir -1 III)1=1! it ® ® OUTFLOW SFr 11 I —I I —i I= -I 1 N SECTDN A -A OUTFLOW STRAPS SECTION A -A BELOW GRADE SYSTEM MANAGEABLE 2 FOOT PORTS CURB ABOVE GRADE SYSTEM CONTAINMENT AREA REICORNERED S - O FILTER hl rns HANDLES FOR EASY REMOVAL POLYESTER MES REINFORCEMENI (OUTER LAYER; MATERIALS • MINIMUM OF TEN MIL POLYETHYLENE SHEETING THAT IS FREE OF HOLES, TEARS, AND OTHER DEFECTS. THE SHEETING SELECTED SHOULD BE OF AN APPROPRIATE SIZE TO FIT THE WASHOUT SYSTEM WITHOUT SEAMS OR OVERLAP OF THE UNING (DESIGNED AND INSTALLED SYSTEMS). • SIGNAGE. • ORANGE SAFETY FENCING OR EQUIVALENT. • STRAW BALES, SANDBAGS (BAGS SHOULD BE ULTRAVIOLET-STABIUZED GEOTEXTILE FABRIC), SOIL MATERIAL, OR OTHER APPROPRIATE MATERIALS THAT CAN BE USED TO CONSTRUCT A CONTAINMENT SYSTEM (ABOVE GRADE SYSTEMS). • METAL PINS OR STAPLES AT A MINIMUM OF SIX INCHES IN LENGTH, SANDBAGS, OR ALTERNATIVE FASTENER TO SECURE POLYETHYLENE UNING TO THE CONTAINMENT SYSTEM. • NON -COLLAPSING AND NON -WATER HOLDING COVER FOR USE DURING RAIN EVENTS (OPTIONAL). INSTALLATION PREFABRICATED WASHOUT SYSTEMS/CONTAINERS INSTALL AND LOCATE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. DESIGNED AND INSTALLED SYSTEMS • UTIUZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. • DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. • A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE UNING. • INSTALL THE POLYETHYLENE UNING. FOR EXCAVATED SYSTEMS, THE UNING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE UNING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. • PLACE FLAGS. SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. • PLACE A NON -COLLAPSING, NON -WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM • POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. • WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. MAINTENANCE • INSPECT DAILY AND AFTER EACH STORM EVENT. • INSPECT THE INTEGRITY OF THE OVERALL STRUCTURE INCLUDING, WHERE APPLICABLE, THE CONTAINMENT SYSTEM. • INSPECT THE SYSTEM FOR LEAKS, SPILLS, AND TRACKING OF SOIL BY EQUIPMENT. • INSPECT THE POLYETHYLENE LINING FOR FAILURE, INCLUDING TEARS AND PUNCTURES. • ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL • FYCFSS CONCRFTF SNOIIIO RF RFMDVFn WHEN TNF WASHOUT _qS. M REACHES 50 PERCENT OF THE DESIGN • UPON REMOVAL OF THE SOLIDS, INSPECT THE STRUCTURE REPAIR THE STRUCTURE AS NEEDED OR CONSTRUCT A NEW SYSTEM. • DISPOSE OF ALL CONCRETE IN A LEGAL MANNER. REUSE THE MATERIAL ON SITE, RECYCLE OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTON/DEMOUTION LANDFILL SITE RECYCLING OF MATERIAL IS ENCOURAGED. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING THE AVAILABIUTY FOR RECYCLING SHOULD BE CHECKED LOCALLY. • THE PLASTIC UNER SHOULD BE REPLACED AFTER EVERY CLEANING: THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE UNING. • THE CONCRETE WASHOUT SYSTEM SHOULD BE REPAIRED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. • CONCRETE WASHOUT SYSTEMS ARE DESIGNED TO PROMOTE EVAPORATION. HOWEVER. IF THE LIQUIDS DO NO EVAPORATE AND THE SYSTEM IS NEAR CAPACITY IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. DISPOSAL MAY BE ALLOWED AT THE LOCAL SANITARY SEWER AUTHORITY PROVIDED THEIR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW FOR ACCEPTANCE OF THIS MATERIAL ANOTHER OPTION WOULD BE TO U71UZE A SECONDARY CONTAINMENT SYSTEM OR BASIN FOR FUTURE DEWATERING. • PREFABRICATED OFTEN PUMPED AND THE COMPANY SUPPLYING THE UNIT PROVIDES THIS SERVICE. PVZPFcT UNITS ARE FTE • INSPECT f.ONSTRIICTION ACTIVITIES ON A REGIIIAR BASIS TO ENSURE SUPPLIERS" CONTRACTORS. AND OTHERS • WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED, THE CONCRETE WASHOUT SYSTEMS SHALL BE CLOSED. DISPOSE OF ALL HARDENED CONCRETE AND OTHER MATERIALS USED TO CONSTRUCT THE SYSTEM. • HOLES. DEPRESSIONS AND OTHER LAND DISTURBANCES ASSOCIATED MATH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED. • INSTALL SYSTEMS AT STRATEGIC LOCATIONS THAT ARE CONVENIENT AND IN CLOSE PROXIMITY TO WORK AREAS AND IN SUFFICIENT NUMBER TO ACCOMMODATE THE DEMAND FOR DIPOSAL • INSTALL SIGNAGE IDENTIFYING THE LOCATION OF CONCRETE WASHOUT SYSTEMS. LOCATION LOCATE CONCRETE WASHOUT SYSTEMS AT LEAST 50 FEET FROM ANY CREEKS, WETLANDS. DITCHEST. KARST FEATURES, OR STORM DRAINS/MANMADE CONVEYANCE SYSTEMS. • TO THE EXTENT PRACTICAL. LOCATE CONCRETE WASHOUT SYSTEMS IN RELATIVELY FLAT AREAS THAT HAVE • LOCATE AWAY FROM OTHER CONSTRUCTION TRAFFIC TO REDUCE THE POTENTIAL FOR DAMAGE TO THE SYSTEM. GENERAL DESIGN CONSIDERATIONS THE STRUCTURE OR SYSTEM SHALL BE DESIGNED TO CONTAIN THE ANTICIPATED WASHOUT WATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES. • THE SYSTEM SHALL BE DESIGNED, TO THE EXTENT PRACTICAL, TO EUMINATE RUNOFF FROM ENTERING THE WASHOUT SYSTEM. • RUNOFF FROM A RAINSTORM OR SNOWMELT SHOULD NOT CARRY WASTES AWAY FROM THE WASHOUT LOCATION. • WASHOUT WILL NOT IMPACT FUTURE LAND USES (.E., OPEN SPACES, LANDSCAPED AREAS. HOME SITES, PARKS). • WASHOUT SYSTEMS/CONTAINMENTS MEASURES MAY ALSO BE UTIUZED ON SMALLER INDIVIDUAL BUILDING SITES. THE DESIGN AND SIZE OF THE SYSTEM CAN BE ADJUSTED TO ACCOMMODATE THE EXPECTED CAPACITY. PREFABRICATED WASHOUT SYSTEMS/CONTAINERS • SELF-CONTAINED STURDY CONTAINMENT SYSTEMS THAT ARE DELIVERED TO A SITE AND LOCATED AT STRATEGIC LOCATIONS FOR CONCRETE DISPOSAL • THESE SYSTEMS ARE MANUFACTURED TO RESIST DAMAGE FROM CONSTRUCTION EQUIPMENT AND PROTECT AGAINST LEAKS OR SPILLS. • MANUFACTURER OR SUPPLIER PROVIDES THE CONTAINERS THE PROJECT SITE MANAGER MAINTAINS THE SYSTEM OR THE SUPPLIER PROVIDES COMPLETE SERVICE THAT INCLUDES MAINTENANCE AND DISPOSAL • UNITS ARE OFTEN AVAILABLE PATH OR WITHOUT RAMPS. UNITS WITH RAMPS LEND THEMSELVES TO ACCOMMODATE PUMP TRUCKS. • MAINTAIN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. DESIGNED AND INSTALLED UNITS THESE UNITS ARE DESIGNED AND INSTALLED ON SITE THEY TEND TO BE LESS RELIABLE THAN PREFABRICATED SYSTEMS ARE OFTEN PRONE TO FAILURE. CONCRETE WASHOUT SYSTEMS CAN BE CONSTRUCTED ABOVE OR BELOW GRADE. IT IS NOT UNCOMMON TO HAVE A SYSTEM THAT IS PARTLY BELOW GRADE WITH AN ADDITIONAL CONTAINMENT STRUCTURE ABOVE GRADE. • WASHOUT SYSTEMS SHALL UTILIZE A PIT OR BERMED AREA DESIGNED AND MAINTAINED AT A CAPACITY TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. • THE VOLUME OF THE SYSTEM MUST ALSO BE DESIGNED TO CONTAIN RUNOFF THAT DRAINS TO THE SYSTEM AND RAINFALL THAT ENTERS THE SYSTEM FOR A TWO-YEAR FREQUENCY, 24-HOUR STORM EVENT. BELOW GRADE SYSTEM • A WASHOUT SYSTEM INSTALLED BELOW GRADE SHOULD BE A MINIMUM OF TEN FEET WIDE BY TEN FEET LONG, BUT SIZED TO CONTAIN ALL UQUID AND WASTE THAT IS EXPECTED TO BE GENERATED BETWEEN SCHEDULED CLEANOUT PERIODS THE SIZE OF THE PIT MAY BE LIMITED BY THE SIZE OF THE POLYETHYLENE AVAILABLE. THE POLYETHYLENE LINING SHOULD BE ADEQUATE SIZE TO EXTEND OVER THE ENTIRE EXCAVATION. • INCLUDE A MINIMUM 12 -INCH FREEBOARD TO REASONABLY ENSURE THAT THE STRUCTURE WILL NOT OVERTOP DURING A RAIN EVENT. • LINE THE PIT WITH TEN MIL POLYETHYLENE LINING TO CONTROL SEEPAGE • THE BOTTOM OF EXCAVATED PIT SHOULD BE ABOVE THE SEASONAL HIGH WATER TABLE. ABOVE GRADE SYSTEM • A SYSTEM DESIGNED AND BUILT ABOVE GRADE SHOULD BE.A MINIMUM OF TEN FEET WIDE BY TEN FEET LONG, BUT SIZED TO CONTAIN ALL LIQUID AND WASTE THAT IS EXPECTED TO BE GENERATED BETWEEN SCHEDULED CLEANOUT PERIODS. THE SIZE OF THE CONTAINMENT SYSTEM MAY BE LIMITED BY THE SIZE OF POLYETHYLENE AVAILABLE. THE POLYETHYLENE LINING SHOULD BE OF ADEQUATE SIZE TO EXTEND OVER THE BERM OR CONTAINMENT SYSTEM. • THE SYSTEM DESIGN MAY UTILIZE AN EARTHEN BERM, STRAW BALES, SANDBAGS, OR OTHER ACCEPTABLE BARRIERS THAT TILL MAINTAIN ITS SHAPE AND INTEGRITY AND SUPPORT THE POLYETHYLENE LINING. • INCLUDE A MINIMUM FOUR -INCH FREEBOARD AS PART OF THE DESIGN. WASHOUT PROCEDURES DO NOT LEAVE EXCESS MUD IN THE CHUTES OR HOPPER AFTER THE POUR. EVERY EFFORT SHOULD BE MADE TO EMPTY THE CHUTES AND HOPPER AT THE POUR. THE LESS MATERIAL LEFT IN THE CHUTES AND HOPPER, THE QUICKER AND EASIER THE CLEANOUT. SMALL AMOUNTS OF EXCESS CONCRETE (NOT WASHOUT WATER) SPECIFICATIONS MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROTECTED. SITE MANAGEMENT AT THE WASHOUT LOCATION, SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING • COMPLETE CONSTRUCTIONIINSTALLATION OF THE SYSTEM AND HAVE WASHOUT LOCATIONS OPERATIONAL PRIOR THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO FLOW OFF SITE. TO CONCRETE DELIVERY. REMOVE AS MUCH MUD AS POSSIBLE WHEN WASHING OUT. • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, STREAMS, RIVERS, STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE CREEKS, DITCHES, OR STREETS. CONTAINMENT SYSTEM IS LEAKING OR OVERFLOWING AND INEFFECTIVE. • NEVER WASH OUT INTO A STORM SEWER DRAINAGE SYSTEM. THESE SYSTEMS ARE TYPICALLY CONNECTED TO DO NOT BACK FLUSH EQUIPMENT AT THE PROJECT SITE. BACK FLUSHING SHOULD BE RESTRICTED TO THE A NATURAL CONVEYANCE SYSTEM. PLANT AS IT GENERATES LARGE VOLUMES OF WASTE THAT MORE THAN LIKELY WILL EXCEED THE CAPACITY OF • WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS. MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES, BACK FLUSH SHOULD ONLY BY PERFORMED VATH THE • IT IS RECOMMENDED THAT WASHOUT SYSTEMS BE RESTRICTED TO WASHING CONCRETE FROM MIXER AND PUMP PERMISSION OF AN ON-SITE MANAGER FOR THE PROJECT. TRUCKS AND NOT USED TO DISPOSE OF EXCESS CONCRETE OR RESIDUAL LOADS DUE TO THE POTENTIAL TO DO NOT USE ADDITIVES 'MTI WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE USED AT THE EXCEED THE DESIGN CAPACITY OF THE WASHOUT SYSTEM. SMALL AMOUNTS OF EXCESS OR RESIDUAL TARGET PLANT. CONCRETE NOT TO SCALE WASH OUT (REV. 01/17) SPECIFICATIONS CAPACITY • PEAK RUNOFF FROM A 10 -YEAR FREQUENCY, 24-HOUR STORM EVENT OR THE DESIGN DISCHARGE OF THE WATER CONVEYANCE STRUCTURE, WHICHEVER IS GREATER. MAXIMUM VELOCITY • TEN FEET PER SECOND. APRON • ALIGNED STRAIGHT WITH CHANNEL FLOW. IF A CURVE IS NECESSARY TO ALIGN THE APRON WITH THE RECEIVING STREAM, LOCATE THE CURVE IN THE UPSTREAM SECTION OF THE APRON. THICKNESS •• 1.2 TIMES THE MAXIMUM STONE DIAMETER FOR A d.STONE SIZE OF 15 INCHES OR LARGER. •• 1.5 TIMES THE MAXIMUM STONE DIAMETER FOR A d�STONE SIZE OF 15 INCHES OR LESS. TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS PIPE SIZE AVERAGE RIPRAP DIAMETER APRON WIDTH* APRON LENGTH** 8 IN. 6 IN. MIN. 2 TO 3 FT. 5 TO 7 FT. 12 IN. 6 IN. MIN. 3 TO 4 FT. 6 TO 12 FT. 18 IN. 6 IN. MIN. 4 TO 6 Fr. 8 TO 16 FT. 24 IN. 6 IN. MIN. 6 TO 8 FE 12 TO 22 FT. 30 IN. 6 IN. MIN. 8 TO 10 FT. 14 TO 28 FT. 36 IN. 6 IN. MIN. 10 TO 12 FT. 16 TO 32 FT. 48 IN. 6 IN. MIN. 12 TO 14 FT. 18 TO 36 FT. -APRON WIDTH AT THE NARROW END OF APRON (PIPE OR CHANNEL OUTLET). ••SELECT LENGTH TAKING INTO CONSIDERATION THE LOW FLOW (NO PRESSURE HEAD) OR HIGH FLOW (PRESSURE HEAD) CONDITIONS OF THE CULVERT PIPE. MATERIALS RIPRAP • HARD, ANGULAR, HIGHLY WEATHER RESISTANT. •• SPECIFIC GRAVITY OF AT LEAST 2.5. •• SIZE AND GRADATION THAT WILL WITHSTAND VELOCITIES OF STORM WATER DISCHARGE FLOW DESIGN. •• WELL -GRADED MIXTURE OF STONE WITH 50 PERCENT OF THE STONE PIECES, BY WEIGHT, LARGER THAN THE d,SIZE AND THE DIAMETER OF THE LARGEST STONE EQUAL TO 1.5 TIMES THE d, SIZE. • GEOTEXTLE FABRIC OR WELL -GRADED AGGREGATE (INDOT CA NO. 9, 11, OR 12). INSTALLATION ATION 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION, 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THIS THICKNESS OF FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE GEOIEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. S. INSTALL RIPRAP TO THE ONES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWAIER DEPTH OR THE TOP OF THE BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) 'ING PS )RM MANAGEABLE 2 FOOT ET CONTAINMENT AREA OPTIONAL OUTFLOW PORTS �— DUMPING STRAPS 11rt s?r�d DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER DROP—IN INLET PROTECTION NOT TO SCALE (REV. 01/17) SPECIFICATIONS NOTE: ALTERNATIVE SUPPORT SYSTEMS MAY BE SUBSTITUTED FOR HARDWOOD POSTS AND CROSS BRACES CONTRIBUTING DRAINAGE AREA • ONE ACRE MAXIMUM. EFFECTIVE LIFE • SIX MONTHS (MAXIMUM). CAPACITY • RUNOFF FROM A TWO-YEAR FREQUENCY, 24-HOUR STORM EVENT ENTERING A STORM DRAIN WITHOUT BYPASS FLOW. GEOTEXTILE STRUCTURE • HEIGHT - 12 TO 18 INCHES, MEASURED FROM THE TOP OF STORM DRAIN INLET. • POST SPACING - 36 -INCH MAXIMUM SPACING BETWEEN POSTS. • FRAME SUPPORT - BRACING TO STRENGTHEN INTEGRITY OF THE STRUCTURE. (STRUCTCOLLAPSURE MUST WTHTHSTANSTANDINlYz-FOOT HEAD OF WATER AND SEDIMENT WITHOUT MATERIALS • SUPPORT POSTS •• 2 x 2 INCH OR 2 x4 INCH HARDWOOD POSTS. THREE FEET LENGTH, MINIMUM. ••• 1 x 2 INCH OR 1 x 3 INCH HARDWOOD CROSS BRACING LUMBER. • LATHE. • STAPLES OR NAILS. • GEOTEXTILE FABRIC, TABLE 2. GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) PHYSICAL PROPERTY WOVEN NON -WOVEN GEOTEXTILE FABRIC GEOTEXTILE FABRIC FILTERING EFFICIENCY 85% 85% UV RESISTANCE 70% 85% (INHIBITORS AND STABILIZERS TO ENSURE SIX MONTH MINIMUM LIFE AT TEMPERATURES 0• TO 120• F) TEXTILE STRENGTH AT 20% ELONGATION STANDARD STRENGTH 30 LBS. PER LINEAL INCH 50 LBS. PER LINEAL INCH EXTRA STRENGTH 50 LBS. PER LINEAL INCH 70 LBS. PER LINEAL INCH SLURRY FLOW RATE 0.3 GAL/MIN./SQUARE FOOT 4.5 GAL/MIN./SQUARE FOOT WATER FLOW RATE 15 GAL/MIN./SQUARE FOOT 220 GAL/MIN./SQUARE FOOT 36 IN. 12? Ntl) PROVIDE CROSS BRACING WHEN NECESSARY LY,,>..II E�ILLIIDIL[yliy' ii TY- 11 LLl1LIJ1 L!1111111 Ji w BURIED GEOTEXTILE FABRIC kVv/ Kms,% DRAIN PIPE WITH FLARED END SECTION NCE •• IN�SPEECCT WTHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR AL = APRON LENGTH (FEET) DAYS. AW - APRON WIDTH (FEET) • INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. AT - APRON THICKNESS (FEET) • CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. • CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. NOTE: AW IS THE APRON WIDTH AT THE NARROW END OF THE APRON. RIPRAP OUTLET PROTECTION NOT TO SCALE (REV. 01/17) AL TOP OF APRON LEVEL WITH RECEIVING CHANNEL URE URE STAINLESS STEEL BAND (HEMMED INTO BAG) 'OLYPROPYLENE TEOTEXTILE FILTER 'AERIC (INNER LAYER) nopppp0�0�0UD0u000 NOTE: CONTRACTOR TO USE FLEXSTORM CATCH -IT INLET PROTECTOR, DANDY BAG OR APPROVED ALTERNATE. DROP-IN INLET PROTECTION TO BE USED IN PAVED AREAS. INSTAL L ANw 1. DIG AN EIGHT—INCH DEEP, FOUR—INCH WIDE TRENCH AROUND THE PERIMETER OF THE INLET. 2. IF USING PRE—ASSEMBLED GEOTEXTLE FABRIC AND POSTS, DRIVE THE POSTS INTO 7HE S014 TIGHTLY STRETCHING THE GEOTEX71LE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE: IF ASSEMBUNG THE GEOTEXTILE FABRIC AND POSTS ON—SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE THE GEOTEX71LE FABRIC TO THE POSTS BY PLACING A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). 3. USE THE WRAP JOIN METHOD WHEN JOINING POSTS. 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXTILE FABRIC INTO THE EIGHT—INCH DEEP TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND EXTENDING AWAY FROM THE INLET. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE 6. BRACE THE POSTS BY NAIUNG BRACES INTO EACH CORNER POST OR UTILIZE RIGID PANELS TO SUPPORT FABRIC. NOTE IN SITUATIONS WHERE STORM WATER. MAY BYPASS THE STRUCTURE, EITHER: • SET THE TOP OF THE GEOTEX11LE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN THE GROUND ELEVATION ON THE DOWN—SLOPE SIDE OF THE STORM DRAIN INLET, • BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC, ON THE DOWN—SLOPE SIDE OF THE STORM DRAIN INLET, AND/OR • USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. • II TENAN�NSPECT DAILY. • INSPECT GEOTEXTILE FABRIC AND MAKE NEEDED REPAIRS IMMEDIATELY. • REMOVE SEDIMENT FROM POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM EVENT. AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE SEDIMENT, PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL, GRADE AREA TO THE ELEVATION OF THE STORM DRAIN INLET TOP, THEN STABIUZE IMMEDIATELY. 30" MINIMUM HEIGHT GEOTEXTILE FABRIC SECURED WITH LATHE COMPACTED FILL FLOW GECTEXTILE FABRIC LAID ON DOWN—SLOPE SIDE AND BOTTOM OF TRENCH SILT FENCE INLET PROTECTION NOT TO SCALE (REV. 01/17) 36 INCH (MIN.) HARDWOOD POST INSTALL 3 TO 4 6" "Y STEEL FENCE POSTS RECTANGULAR UMIT OF ROUND GRATE USE ONE 16" LIVESTOCK PANEL WRAPPED W/ GE07EXTILE FABRIC SECURE POSTS TO INSIDE OF PANEL LIMIT OF GEOTEX71LE FABRIC NOTE: THIS MEASURE IS NOT RECOMMENDED FOR PAVED SURFACES DUE TO INABILITY TO ENTRENCH THE FABRIC AND LACK OF AN ANCHORING SYSTEM. DRAIN PIPE STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE EROSION AND UNDERCUTTING OF THE PIPE HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 ' AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapods, Indiana 46256 TEL 317.547.5560 1 FAX 317.543.0270 w .structurepoint.wm HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 F� J Q OJPO�� PQeFOQ-G O\ CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION I DATE t TAC COMMENTS 10r,/10/201 Project Number 2016.00348 EROSION CONTROL DETAILS y�; iUN 7.3 7017 0521u0veyoo U GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) GREEN - ILLUMINATING TAPE (LETTERS) AS NEEDED 12' 21b. STEEL SIGN - POST (PAINTED) - BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) PROVIDE 1" SLOPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK FINISH GRADE ELEVATION 12*0x3'-6" CONCRETE FOOTING. RECESS I FOOTING BELOW CONCRETE WALK 4 * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. BACKGROUND (REFLECTNO) WHITE LETTERS (REFLECTING) MATE E (REFIT 12' ADA ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE (REV. 01/17) R1-1 OUTI MOUNTING HEIGHT - 7' ABOVE GRADE. • REDUCE SPACING 409 SIGN DIMENSIONS (INCHES A B 1 C I D E F BIKE 18 �" 6 60 3 7J" MIN 24 #" 8 8C 4 10 SID. 30 3' 10 10C 5 /2}" EXPWY. 36 �" 12 12C 6 15 SPECIAL 48 Ir 16 160 8 20 COLORS LEGEND - WHITE (REFLECTIVE) BACKGROUND - RED (REFLECTIVE) STOP SIGN DETAIL NOT TO SCALE (REV. 01/17) o z #7 AGGREGATE FOR-,�_ UNDERDRAINS DEEP, #2 AGGREGATE PAR" FILTER FABRIC OR alz 4" GROUP "K' PIPEE FOR UNDERDRAINS. 4" 4" MIN. MIN. NOTES: 1. GROUP "K' PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD SPECIFICATIONS SECTION 718. 2. CONTRACTOR MAY USE, AT HIS OPTION, EITHER THE AGGREGATE OR THE FILTER FABRIC. PIPE UNDERDRAIN DETAIL NOT TO SCALE 1n PAINT BLUE PAINT WHIT 2-#3 REBARS #6 O 2'-6' LONG HOLE W/ MORTAR 4 WIDE BLUE APPLY ANTI-SPALLING COMPOUND STRIPING BROOM FINISH 4,000 PSI CONCRETE SEE PLAN FOR WIDTH � <I CONCRETE WHEEL STOPS NOT TO SCALE (REV. 01/17) s• aae NOIES: K K O1 WHDING AREAS AT TOP BE BMMU C RASP SM1L HAVE A OI j 3 O1 MARMUM CROSS HOPE OF 30:1 IN ANV NRECTCHH. I qNC /AaFAS I�1M2A�1��� II]�2!.1L�.,I I lM1W THE BOTTOM EDGE OF THE WRB RAMP SHALL BE FlUSH 'MIN THE EDGE BE IHE PAVEMENT OR GRIT1111 UNE. D MOOVES ON SIDEWALK MIN. 4 4MM MIN. O RANSITON. GROOVES S pL BE MON or ONG DEB SPACE EIEVATON TRANSTIGN. PI.AlL O APPROACH MEA SHALL BE ELOPED AT 50:1 MAIDMUM 1RMBVERAEY EIEVATIBN 1RMSTON UNCIN6 FIEVATIXH IAMSTON SIDEWAIK/ B' -D' MIN. AREA W-0• MIN. SDEWAII(/ IANDWO AREA SLOPE 121 (Mm) VARIES AWE 121 (MAX) IMDNG MEA 4'-0• MIN. M W.r�1T. a <,. •c>• - B• CONWETE ON C •y .I .I COMPACTED INDOT #B $LONE MTH BROOM FINISH RGTIXI K—K 8"X8"WOI (PRESSURE 0 6' O.C. SLOPE CON & FINISH W BOTTOM EDBE W RAMP 4� WRBRAMP To TE �OW MiTH (20% MAX) MITTEEt P S.OYAINE OR I JOINT FILLER ccn�y FlNNISHED GRADE, SLOPE AWAY FROM SIDEWALK (TYP.) COMPACTED SUBGRADE TO 989 PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) NOTEL PROVIDE EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS. CONTROL JOINTS AT 5'-0' O.C. OR AS SHOWN ON SITE PIANS, WITH EXPANSION JOINTS AT 30'-0" O.C. MAX. TOOLED CONTROL JOINT W WIDE. MIN. 1" DEPTH 4" CONIC. SLAB (4.000 PSI) W/ BROOM FINISH a 4' COMPACTED ir-!r t INDOT #8 III_ 1I� AGGREGATE u COMPACTED SUBGRADE TO 989 PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) — APPLY AN-SPAWNG COMPOUND nlkIT 1"RADIUS-TOOLED ROUND EDGE c� • ip c PAVEMENT BROOM FINISH 8' #4 REBAR (CONT.) TOPSOIL DEPTH PER JOINT ROD SHALL BE GREASED ON TOP & BOTTOM SIDE INSERTED INTO CAP. REFER TYPICAL CONCRETE ASPHALT NOTE - JOINT DETAILS THIS SHEET PROVIDE ISOLATION JOINTS AT FOR JOININGG INFORMATION. FILL RECESS WITH NON -SHRINKING BUILDINGS IMMOVABLE 1/2" OBJECTS. CONTROL JOINTS AT 5'-0" O.C. OR AS SHOWN ON SITE PLANS, WITH EXPANSION G PA 1�G JOINTS AT 30'-0' O.C. MAX. COMBINED CONCRETE CURB AND WALK NOT TO SCALE (REV. 01/17) 1/2' EXPANSION JOINT WITH INSTALL JOINTS EVERY 15' AND III ii1�� I ll1r EST.. ALIGN WITH SIDEWALK JOINTS P PREMOLDED FILLER RECESSED WHERE ADJACENT TO SIDEWALK. BROOM FINISH 8' TOPSOIL DEPTH PER JOINT ROD SHALL BE GREASED ON LANDSCAPE PLANS SIDE INSERTED INTO CAP. AND SPECIFICATIONS ASPHALT i'R FILLER RECESSED 1/2" FROM SURFACE. PAVEMENT TOPSOIL FILL RECESS WITH NON -SHRINKING 1/2" ALL-WEATHER SEALANT (SONNEBORN SLI OR SIMILAR.) G PA 1�G I 1/2' EXPANSION JOINT WITH 1 t LI lil III ii1�� I ll1r EST.. a P PREMOLDED FILLER RECESSED / GROUND j n - III 11111—I I. ? a COMPACTED ALL-WEATHER SEALANT . 4 SUBGRADE 4 G v L1 'C BACKFILL PREMOLDED FILLER 8 4,000 P51 CONCRETE NOT TO SCALE (REV. #4 REBAR 4" O.C. EACH WAY 3' X S WIDE PRECAST REINFORCED CONCRETE STRUCTURE 6" WALL THICKNESS STEEL WEIR PLATE TOP 0 836.19 6" CIRCULAR ® 833.65 6"PERFORATED PIPE 0831.1 15" RCP 6" CIRCULAR ORIFICE O 00101 IN WEIR 0 831.1 O o \\\ 8" THICK REINFORCED �6" #2 or #8 STONE CONCRETE BASE REQUIRED (INDOT GRADATIONS) NORTH POND OUTLET CONTROL STRUCTURE NOT TO SCALE END OF CURB CURB2TAPER END OF CURB HAND, INC. (HAMILTON COUNTY AREA CURB TAPER DETAIL NEIGHBORHOOD NOT TO SCALE (REV. 01-17) DEVELOPMENT) 347 South 8th Street, Suite A )Q HMA SURFACE (9.5mm) Noblesville, Indiana 46060 PER 'Y.' HMA BASE (19.Omm) INDOT CURRENT SPECIFICATIONS #53 AGGREGATE COMPACTED SUBGRADE TO 959 MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) -_ PAVEMENT MATERIALS TO CONFORM TO INDOT GUIDELINES LIGHT DUTY ASPHALT PAVEMENT NOT TO SCALE (REV. 01/17) TACK COAT 11¢' HMA SURFACE (9.5mm) 3Y." HMA BASE (25.Omm) PER CURRENT INDOT SPECIFICATIONS 8" #53 AGGREGATE I— =, I! —r 11�Ti li 11'nj—III JF_ — Tr TCM �ll� TTI=Tf r. 114=11-11�ITi=rIK PAVEMENTMATERIALS TO COMPACTED MODIFIED SUBGRADE CONFORM TO INDOT GUIDELINES TO 989 PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE (REV. 01/17) 1/8- r /� TOOLED JOINT (1/8' z $DEPTH OF SLAB THICK ESS) a PA 16 a 4J G c v � G v a SMOOTH ISTEEL ROD, 2t 0' LONG WITH SLEEVE FENT AND DOWEL CAP (2'-0' O.C.) CONTROL JOINT ROD SHALL BE GREASED ON SIDE INSERTED INTO CAP. BUILDING FACE OR 1/2 EXPANSION JOINT WITH PREMOLDED 1/2' CONCRETE STRUCTURE FILLER RECESSED 1/2" FROM SURFACE. FILL RECESS WITH NON -SHRINKING 1/2" ALL-WEATHER SEALANT (SONNEBORN SLI OR SIMILAR.) G PA 1�G I 1/2' EXPANSION JOINT WITH a a P PREMOLDED FILLER RECESSED 1/2" FROM SURFACE FILL n - RECESS WITH NON -SHRINKING ? a ALL-WEATHER SEALANT 4 ) (SONNEBORN SET OR SIMILAR.) 4 G v _ 'C PREMOLDED FILLER (E.G. FIBER BOARD) PRED FILLER ISOLATION JOINT AT IMMOVABLEOB.IECT (EG. G. FIBER BOARD) EXPANSION JOINT TYPICAL CONCRETE JOINT DETAILS NOT TO SCALE (REV. 01/17) #4 REBAR 4" O.C. EACH WAY 3' X 3' WIDE PRECAST REINFORCED CONCRETE STRUCTURE 6" WALL THICKNESS STEEL WEIR PLATE TOP 0 833.57 6" CIRCULAR ORIFICE ® 829.95 6"PERFORATED PIPE 0828.2 S" RCP OUTLET O 2.5" CIRCULAR" 00070001 O O U i ORIFICE IN WEIR \ O O O 0 828.2 8" THICK REINFORCED -1 �6" #2 or #8 STONE CONCRETE BASE REQUIRED (INDOT GRADATIONS) SOUTH POND OUTLET CONTROL STRUCTURE NOT TO SCALE AMERICAN STRUCTUREPOINT INC. )a 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.nructurepointcom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 c 101 `Old c, Q qQ- O,P0�0 PQeF �G �0� CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION I DATE t TAC COMMENTS 05/10/201 Project Number 2016.00348 SITE DETAILS F 3 L JUN 2 3 2017 OFFICE DF C6rN EDGE OF IF WITHIN 5' OF EDGE OF d (MIN) / D.O.T. REQUIREMENT 3 11—/ 'lll MIN 6 TOPSOIL TO Bc ENSURE GRASS rRowri IF NOT UNDER PAVEMENT PROCTOR DENSITY FOR ENTIRE PAVEMENT. USE INDOT 08 TRENCH BACKFILL ec 1j --1 AALLLLIINITIAL BACKFILL SHALL BE l ..,-MINIMUM WDTH=I INSTALLED IN 6" TO 12' 125 Bc +12'. BALANCED LIFTS. 11 IE 3~. A MINIMUM 9" OF CLEARANCE IF WITHIN 5' OF EDGE OF d (MIN) PAVEMENT, USE INDOT "B" 3 BORROW OR EQUIV. GRANULAR Bc MATERIAL COMPACTED TO 955 6 PROCTOR DENSITY FOR ENTIRE PAVEMENT. USE INDOT 08 TRENCH BACKFILL ec BOUTSIDE DIAMETER AALLLLIINITIAL BACKFILL SHALL BE D= INSIDE DIAMETER INSTALLED IN 6" TO 12' d= DEPTH OF BEDDING BALANCED LIFTS. MATERIAL BELOW PIPE TOP OF PIPE AND 'W BORROW 15' A MINIMUM 9" OF CLEARANCE COMPACTED TO 95X STANDARD SHALL BE PROVIDED ON EACH OF PIPE AND REGULAR BACKFILL SIDE OF THE INSTALLED PIPE. IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE INGOT '87 BORROW COMPACTED TO INDOT 90% STANDARD PROCTOR DENSITY TO A Be OF PIPE DIAMETER AND REGULAR BACKFILL TO TOP OF TRENCH DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27' & SMAUER 3 30' TO 60' 4 66' 4: LARGER 6 REINFORCED CONCRETE PIPE (RCP) BEDDING DETAIL NOT TO SCALE (REV. 01/17) DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN 8 TOPSOIL ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR - STRUCTURE IN THE PUBLIC RIGHT-OF-WAY - D I' MIN. 12' 27" IF W17HIN W OF EDGE OF PAVEMENT. 4 IF NOT WITHIN V OF EDGE OF USE INDOT #8 CRUSHED STONE OR 4 PAVEMENT. USE INDOT 08 APPROVED EQUIV. CLASS I BEDDING ec CRUSHED STONE OR APPROVED MATERIAL HAND TAMPED OR WALKED OUTLET PIPE EQUIV. CLASS I BEDDING MATERIAL INTO PLACE TO MIN. OF 127 ABOVE N LN HAND TAMPED OR WALKED INTO TOP OF PIPE AND 'W BORROW 15' PLACE TO MIN. OF 1Y ABOVE TOP COMPACTED TO 95X STANDARD WATER OF PIPE AND REGULAR BACKFILL PROCTOR DENSITY TO TOP OF TRENCH. ,. _ d TO TOP OF TRENCH. DEPTH OF BEDDING B�F OUTSIDE DIAMETER ALLINITIALBACKFILL SHALL BE MATERIAL BELOW PIPE D= INSIDE DIAMETER INSTALLED IN 6" TO 12' d- DEPTH OF BEDDING BALANCED LIFTS. MATERIAL BELOW PIPE A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL NOT TO SCALE (REV. 01/17) WATER D d (MIN) 27" &SMALLER 4 30' TO 80" 4 68' &LARGER 4 WATER ///��� NOT LESS THAN 10' Aa Cs D+ EDGE TO EDGE' K R1 ` SANITARY/STORM SEWER \ APPROX. 12" 27 5' _ OUTLET PIPE 2'-0' 1.3 N LN _ 800 15' 2114- 7' WATER 6'-3' 2'-6' 1.5 18' MIN. iP 1100 18" 212' I 3 I 4'-1" 6'-2' SANITARY/STORM SEWER 1.8 PLAN 12' to' MIN. IV MIN. y SEE PLANS OR STRUCTURE DATA 11' � WAR I I TABLE FOR TYPE OF CASTING 2.1 STORM SERWER I_TLESS THAN 18" WATER 6„ 3" DIA. PIPE FLOW— 18" MIN. w 6'-3" WATERTIGHT SDR 21 PIPE WITH 2.3 2" DIA. PIPE 14' COMPRESSION TYPE JOINTS 27' L g w REXIBLE COUPDNG OR ADAPTOR SANITARY/STORM SEWER j T4 ¢ NOES- 141 2- 2100 W 1. WHEN LATERAL SEPARATION IS IV OR GREATER NO 4. CONTRACTOR SHALL VERIFY THAT MORE STRINGENT I N VERTICAL CLEARANCE IS NEEDED SEPARATION REQUIREMENTS DO NOT EXIST WITH THE I 15" 2400 JURISDICTIONAL WATER UTILITY. IF THEY DO EXIST. 3 314' 15 2. ALL CROSSINGS AND SEPARATIONS TO BE 327 IAC, CONTRACTOR SHALL FOLLOW THE MORE STRINGENT V-6' N ARTICLES 3 k8 3. WHEN HORIZONTAL SEPARATION IS LESS THAN 10' OR REQUIREMENTS. rb 6" OF #2 OR #8 STONE L 36' VERTICAL SEPARATION IS LESS THAN 187, SANITARY PIPE 17' 3'-1' 8'-3' MUST BE WATERTIGHT SDR 21 WITH COMPRESSION TYPE 3.4 6" SECTION CLASS "A" CONIC. MIN CROSSOVER & SEPARATION REQUIREMENTS NOTE: tt" FOR WATER & SANITARY/STORM SEWERS ONLY PRECAST OR POURED IN PLACE PERMITTED NOT TO SCALE (REV. 01/17) INLET TYPE "A" NOT TO SCALE Y L Y PLAN VIEW uOpF RIP -RAP TO BE PLACED I 4.1 FILL �a E C ON SIDE SLOPE WHEN CALLED FOR ON PLANS I N + I PIPE CONCRETE CULVERT i END ICTION I ` COMPUTED LENGTH OF CULVERT --{ PAY LENGTH OF CULVERT END SECTION LENGTH (D) SLOPE DETAIL 2'CTO C. MAX. SPACING HOOK DIA BOLT (TT•P) 1 i/2'R ( N1 1/272all ETE }� T L GROOVE (ORAM TONGUE) 70 BE THE SAME IN ON o + 2T STANDARD REINFORCED 6 N SECTION Y -Y CONCRETE PIPE ASTM SECTION A -A DESIGNATED 576 CONCRETE PIPE TOE ANCHOR CLASS' A' CONCRETE A LONGITUDINAL SECTION CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 as set out in standard specifications. ) REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 FOR THE SIZE OF CONNECTING PIPE. ( as set out in standard specifications. ) REINFORCEMENT IN THE "B' PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE °C' PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0' IN LENGTH. DIA. (MIN) Aa Cs D+ E+ K R1 R2 APPROX. 12" 27 5' 4'-3' 6'-T 2'-0' 1.3 101/8' 9" 800 15' 2114- 7' 4'-0- 6'-3' 2'-6' 1.5 121/2' iP 1100 18" 212' 11' 4'-1" 6'-2' S-0' 1.8 1512' 12' 1300 21' 23/4' 11' S-8' V-3' 3'-8" 2.1 161/8' 13' 1500 24' 3' 12' V-8' 6'-3" 4'-0' 2.3 16 311V 14' 1800 27' 31 4" 13' 2'-5' W-3" 4'-6' 2.6 18316- 141 2- 2100 30 312' 14° 1'-10' W-3' 5' -Cr 2.9 181/2' 15" 2400 33" 3 314' 15 S-6' 8'-3' V-6' 3.1 23 3/4" 171/2' 4100 36' 4' 17' 3'-1' 8'-3' V-0' 3.4 1243/16- 20' 4200 x TOLERANCE tt" VARIATIONS IN DIMENSIONS - THE THICKNESS OR THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION 076. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A'PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER. EXCEPT IN AREAS OF ACID OR MINE WATER, THEN THE USE OF METAL END SECTION IS PROHIBITED. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END PRECAST CONCRETE END SECTION SECTIONS. NOT TO SCALE 1/2" CEM MORTAR J M Z am 4" MIN. MANHOLE STEPS — AT 16" MAX. ON CENTER. (SEE DETAIL) PRECAST MANHOLE — SECTION GROUT SLOPE SIM OR STRUCTURE DATA TYPE OF CASTING RING 4" MIN. t OF BARREL SECTION -48" DIA. ASTM C-478 CLASS A REINFORCED CONC. PIPE 4000 PSI 0 Q 0 CEMENT GROUT PIPE THICKNESS + i/0+2" 6" OF #2 OR #8 STONE - BO' HAWAY®S6" O.C. (FOR PRECAST BOTTOM ONLY) I MANHOLE TYPE "C" ( STORM SEWER NOT TO SCALE PLAN VIEW - INLET IN PARMAIRT z A 90' 4" PERFORATED P.V.C. #8 AGGREGATE 6" OF #8 STONE (INDOT) CAP END OF PIPE o (TYPICAL) 4" PERFORATED P.V.C. TEL 317.547.55801 FAX 317.643.0270 -71 wwW.SUUCturepoinLcam UNDERDRAIN. SLOPE 0 0.5% MIN. FILTER FABRIC PLAN VIEW - CURB INLET 4" PERFORATED in UNDERDRAIN 4" PERFORATED P.V.C. I UNDERDRAIN. SLOPE 0 0.5% MIN. SECTION A -A INLET 90, �N �A LA END OF PIPE `AP TYPIC ) PLAN VIEW - INLET IN PARMAIRT PAVEMENT A 1I NOT TO SCALE DETAIL 1 RE STRUCTUREPOINT 6" OF #8 STONE (INDOT) PERFORATED PVC PIPE SIZE AS SHOWN ON PLAN RAIN GARDEN DETAIL NOT TO SCALE HAND, INC. SEE LANDSCAPE PLANS FOR PLANTINGS TO BE PLACED (HAMILTON COUNTY IN PROPOSED RAIN GARDENS AREA NEIGHBORHOOD DEVELOPMENT) —WATER FLOWFINISH GRADE 347 South 8th Street, Suite A WAM Noblesville, Indiana 46060 —EXISTING SOIL ,NO FILTER FABRIC OR LINER AMERICAN 1 RE STRUCTUREPOINT 6" OF #8 STONE (INDOT) - INC. #2 STONE (INDOT) (DEPTH 7260 Shadeland Station I Indianapolis, Indiana 46266 VARIES SEE SHEET C410) TEL 317.547.55801 FAX 317.643.0270 -71 wwW.SUUCturepoinLcam J .i..i..i..r HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 —7m. 1 rw Z�qZ7A- CROSS WITH 2 PLUGS CROSSWITH 1 PLUG TEE WITH PLUG• • CONCRETE BLOCK• SO. FT. SOIL BEARING `.URFACE7m,• CONIC. THRUST BLOCK W SO. FT. SOIL BEARING FACE 03117/2017 " ELBOW REDUCER CONCRETE THRUST BLOCK ?SQ. FT. SOIL BEARING SURFACE ). , BLOCK I�s�71A> REVISION SCHEDULE NO. I DESCRIPTION I DATE /N ITAC COMMENTS 5/10/201 Project Number 2016.00348 SITE DETAILS FILED JON OFFICE OF HAMIL OUNTY601 1 OFFICE OI- i'H' hAMILTOX COGSTY �.:i'RCEYOR I ✓�V Topping S,'eeve N LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM Ce OF BEND BASED ON 150 PSI TEST PRESSURE d EGREIF BEND SID E I 1? 0 V I L L b" 10" W. 14a 16" IS, 20" 24" 30" 90', TEES t PLWb 2T' siz. it W, 95' le' 45' T 9' 0' B' IS,IT' W.' 21' a 21 22-12' 3' 4' S' 6' T' 8' 9' 10' 3'-8" 6° 11-174' 2' 2' 1 3' 3' 4' 4' 4' �. U w b" 36' F As R",ked p Io i I i.l J 3 l piF ) M1 Ir 9" 54" w e TOP VIEW ( '' ;':z I _ Irl I IB I ] - p -t d d J4 PLAN It I I a ijj 6 ��,• Rn [E J 4 1 1 B '1 G1 yj R I Q F n 2) Bob and ykcoe a ebe 4 It. and Ind!a 0-11 be cw*dw d nuroe w end and/ not be MtOned hlo wA,n. 2) Corporation Stop Shall Be < N yore= Bedding Material Conforming To Woler Main d Q• •Q d J 4 a mw •'a d 1ND01' 903. 02, Size No. 6 PLATES, 2 NARS.I10Ac PIAL ARE PI 0 N {+frli e cG,cts PANT xZED P,tINi s NoLr3 IV aNi: GAL%N12-e r i \\\� \� h VO THRCUCHAVAL PR+F.> Wi4: Nf. ALLOWLD as 5. UEi1%Y 1,11 CGARb R11xLL U QE R2ll0Yx& C Corporation Stop Restrained dINAH:9C NOT.- t'A-P Bose On Undisturbed 4) 2 inch Tops And Smaller COU '�' RVEY0 "f OFFIC,; Stainless Steel Service Clomp Length - Varies 1'-D• .}. 5', _NRnty) Within 18 Inches of Mechanical —HAMILTON gi 1 I JAN 260RZY�eEU'� STANDAI4U PLAN IJ 1' KE WA. .NANiLTOV <OUR' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT UTH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOC GASKET SYSTEM, OR FaIAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LO).'GER LENGTHS ARE REQUIRED. g Lid Flush With Geode PRESSURE PIPE JOINT RESTRAINT TABLE "T° ✓�V Topping S,'eeve N LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM Ce OF BEND BASED ON 150 PSI TEST PRESSURE d EGREIF BEND 6" b" 10" W. 14a 16" IS, 20" 24" 30" 90', TEES t PLWb 2T' 35' 42' 50' Sb' S5,'13' W, 95' le' 45' T 9' 0' B' IS,IT' W.' 21' a 21 22-12' 3' 4' S' 6' T' 8' 9' 10' 3'-8" 6° 11-174' 2' 2' 1 3' 3' 4' 4' 4' �. U w RESTRAINED JOINTS SHALL BE MECHANICAL JOINT UTH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOC GASKET SYSTEM, OR FaIAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LO).'GER LENGTHS ARE REQUIRED. g Lid Flush With Geode ExbUng Woter Main "T° ✓�V Topping S,'eeve N With Cover/Cid d :, , i;,,1 ,•' I'-0" ABOVE PIPE. ui 2'-6° Min. 4- 127 .+ix`i LL V i z I(Verify) I 5' '? 31•6' NOTE: a 21 ® lobo 0 u 24' 4'-3" 3'-8" 6° 21 t � T_ (Under Pvmnt) �. U w b" 36' F As R",ked p Io 8" 48• T-4" m 9" 54" w e Sholl Be Direct Top Unless r Ng2a: All ✓phis Shot! Ba w /n Ren 01 Tae. In R11/nof Is. 6" Gate volve p -t d d J4 PLAN a a ijj Notev. 0 i) Me9c.9 0m9a "1 be med w, a medmbcl ;penin Q F n 2) Bob and ykcoe a ebe 4 It. and Ind!a 0-11 be cw*dw d nuroe w end and/ not be MtOned hlo wA,n. 2) Corporation Stop Shall Be < N 4 Bedding Material Conforming To Woler Main d Q• •Q d J 4 a mw •'a d 1ND01' 903. 02, Size No. 6 0 N Curb Stop One 8""x6xl6"Solid H F i \\\� \� a a Tee - M..d as Hydrant • i shall Be Under The wafer Main r- sea Treagh aetoe For BoekN1 Requirements Water Main 12' M/n. Wdtar Idain Water Mghr dee Pipe M 4paskl4d G onalgr aeddhq ldafaie! Hnnd Tamped In s• coram 1 Pmo aa,mdne Bedeing unawk/ Shull Ce"A"n To I,VDOT RUE 02, Sue Ne. e SECT ION CITY OF CARMEL STANDARD DETAILS 10- U.6 =I Style: Not to Scala WATER MAIN CONNECTION DETAIL pnk Ne ey Crcrc r Jon;n9 Nam. act Mueller Centurion A-423 Pointed "Safety Yellow" Notes: 1. At High Points Along Main Water L%ne Wnere Indicated On OrovlingA Anchoring Tee Shall Be Set At 45" Angle Upwards And Conmecled To 6" 45^ Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified 2, All Joints Sholl Be Restrained Except In Run Of, Tee. 3 Hydrants Shall Be Set At 500' Max. Horizontal Distance Or Less As Specified By Fire Deportment 4. All w/ws must include Posi-Cop or equivalent 5 Hydrant 'Valves must be restrained to the tee with either all thread, or on anchoring tee. 6. All Hydrant Stubs must have tracer wire CITY OF CARMEL STANDARD DETAILS P: March, 07 arse Not to stele FIRE HYDRANT ASSEMBLY Nerve, cwa Lid Flush With Geode 6 -Valve Bax "T° ✓�V 2'-6• 2'-0" With Cover/Cid 6" LAYERS TO A MINIMUM OF :, , i;,,1 ,•' I'-0" ABOVE PIPE. '0" 2'-6° Min. 4- 127 .+ix`i 1'-5" V i I I I(Verify) I 5' '? 31•6' NOTE: 5' 21 HDPE Sleeve-* 3'•4' u 24' 4'-3" 3'-8" 6° 21 t � 3'-11" (Under Pvmnt) �. U 4'-4° b" 36' 1) 1" Or Smaller Service Line a Io 8" 48• T-4" 9" 54" W-0• e Sholl Be Direct Top Unless 60" 6" Gate volve p -t d d J4 Y_O„ Min. a I I o n �n dao 2) Corporation Stop Shall Be < Brand And Model Approved By 4 Bedding Material Conforming To Woler Main d Q• •Q d J 4 a •'a d 1ND01' 903. 02, Size No. 6 Curb Stop One 8""x6xl6"Solid `\� Assemb'y i i \\\� \� Cont. Block Or 6'Vin. Tee - M..d Hydrant • i Class s" Concrete Corporation Stop Restrained Bose On Undisturbed 4) 2 inch Tops And Smaller Wrop Around Length And Fitlln9s Water Main round Stainless Steel Service Clomp Length - Varies 1'-D• .}. 5', _NRnty) Within 18 Inches of Mechanical Notes: 1. At High Points Along Main Water L%ne Wnere Indicated On OrovlingA Anchoring Tee Shall Be Set At 45" Angle Upwards And Conmecled To 6" 45^ Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified 2, All Joints Sholl Be Restrained Except In Run Of, Tee. 3 Hydrants Shall Be Set At 500' Max. Horizontal Distance Or Less As Specified By Fire Deportment 4. All w/ws must include Posi-Cop or equivalent 5 Hydrant 'Valves must be restrained to the tee with either all thread, or on anchoring tee. 6. All Hydrant Stubs must have tracer wire CITY OF CARMEL STANDARD DETAILS P: March, 07 arse Not to stele FIRE HYDRANT ASSEMBLY Nerve, cwa c r— C FiER urb Stop C Curb Box With Cover/Lid Cooper Service Line +' Service Saddle Must Be Omitted For Services I • And Smaller And Direct Tops Made to Ductile Iron Pipe, Gass 350 Or Greater. (Verify With Owner For Pressure Class DIP.) •' For ad Service Lines Installed Under Pavement Install HOPE Sleeve Under Pavement Section. PAVEMENT SELECTEXCAVATED MATERIAL OR SpEGIAL—`'�'_ �/ APPROVED EXCAVATED MATERIAL 'BACKFILL HAND TAMPED IN 6 LAYERS UNLESS OTHERWISE DIRECTED NOTE: I. SELECT EXCAVATED MATERIAL OR SPECIAL BACKFILL SHALL BE PLACED UNDER ALL PAVEMENTS AND WITHIN THE LIMITS SHOUN ABOVE. 2. SPECIAL BACKFILL SHALL CONFORM TO INDOT 21102b. 3, SELECT EXCAVATED MATERIAL SHALL BE APPROVED BY ENGINEER I'-0" MIN. UNDISTURBED GROUND EXISTING 512E Lid Flush With Geode 'v'•• "T° Curb Box 2'-6• 2'-0" With Cover/Cid 6" LAYERS TO A MINIMUM OF :, , i;,,1 ,•' I'-0" ABOVE PIPE. '0" 2'-6° 2'-3" 4- 127 .+ix`i 1'-5" V i I I I(Verify) I 5' '? 31•6' NOTE: 5' 21 HDPE Sleeve-* 3'•4' u 24' 4'-3" 3'-8" 6° 21 5'-60 3'-11" (Under Pvmnt) �. j 4'-4° b" 36' 1) 1" Or Smaller Service Line a 6' -II' 8" 48• T-4" 9" 54" W-0• Sholl Be Direct Top Unless 60" Approved Sy Carmel Utilities. I I o 2) Corporation Stop Shall Be < Brand And Model Approved By Block Riser Carmel Utilities. Concrete Block Curb Stop 3) Service Line Tap Shall Be Copper Servlae Line Installed With A Min. Horiz. Separation of 24: Corporation Stop Topped Full-cwck, 4) 2 inch Tops And Smaller Wrop Around Water Main Shall Not Be Installed Within Stainless Steel Service Clomp Length - Varies 1'-D• .}. 5', _NRnty) Within 18 Inches of Mechanical gi 1 Joints And Bells. c r— C FiER urb Stop C Curb Box With Cover/Lid Cooper Service Line +' Service Saddle Must Be Omitted For Services I • And Smaller And Direct Tops Made to Ductile Iron Pipe, Gass 350 Or Greater. (Verify With Owner For Pressure Class DIP.) •' For ad Service Lines Installed Under Pavement Install HOPE Sleeve Under Pavement Section. PAVEMENT SELECTEXCAVATED MATERIAL OR SpEGIAL—`'�'_ �/ APPROVED EXCAVATED MATERIAL 'BACKFILL HAND TAMPED IN 6 LAYERS UNLESS OTHERWISE DIRECTED NOTE: I. SELECT EXCAVATED MATERIAL OR SPECIAL BACKFILL SHALL BE PLACED UNDER ALL PAVEMENTS AND WITHIN THE LIMITS SHOUN ABOVE. 2. SPECIAL BACKFILL SHALL CONFORM TO INDOT 21102b. 3, SELECT EXCAVATED MATERIAL SHALL BE APPROVED BY ENGINEER I'-0" MIN. UNDISTURBED GROUND EXISTING 512E °UI• 'v'•• "T° 6" 2'-6• 2'-0" 4e 6" LAYERS TO A MINIMUM OF :, , i;,,1 ,•' I'-0" ABOVE PIPE. '0" 2'-6° 2'-3" 4- 127 2'-S' 1'-5" V 15" 3'-0" 2'-0" 5' I8" 31•6' T.O. 5' 21 3'-11" 3'•4' b° 24' 4'-3" 3'-8" 6° 21 5'-60 3'-11" 6' 30" 5'-9" 4'-4° b" 36' 42" 6' -II' 8" 48• T-4" 9" 54" W-0• V 60" TRENCH SCHEDULE PAVEMENT, SAW CUT STRAIGHT EDGE SPECIAL BACKFILL UNDER PAVEMENT, DRIVES, WALKS OR WHERE ORDERED TAMPED IN 6" LAYERS SPECIAL BACKFILL SHALL CONFORM TO NDOT 21102b MATCH EXISTING PAVEMENT MATERIAL AND THICKNESS APPROVED EXCAVATED MATERIAL IN UNPAVED AREAS UNLESS OTHERWISE DIRECTED UNDISTURBED • NOTE: EARTH "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES. "U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES IN ACCORDANCE WITH ASTM D-2321. TRENCH DETAIL POR SEWER AND WATER MAINS •• TABLE 15 FOR ASTM D-3034, WALL THICKNESS CLASS SDR 35 FOR 6"-15" AND ASTM F -61S WALL THICKNESS CLASS T -I FOR I5"-36". FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH WIDTH "U" SHALL MEET MANUFACTURER'S REQUIREMENTS. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. W, 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317543.0270 v .strueturepointeom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q�'�OQJG`O� OJPO�y,C 0. a _1 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE t TAC COMMENTS 105I10120J Project Number 2016.00348 SITE DETAILS FILED JUN 2;3 'C 6 ® 2 FOR FLEXIBLE PIPE WITH SOLID OR PROFILE WALLS, GRM6LAR BEDDING MATERIAL SHALL BE ,X, rl '.�: PLACED AND HAND TAMPED IN 6" LAYERS TO A MINIMUM OF :, , i;,,1 ,•' I'-0" ABOVE PIPE. NOTE: UNDER EXISTING SEWERS, WATER LINES, GAS LINES, TELEPHONE CABLE AND ELECTRICAL CONDUITS, BACKFILL WITH GRANULAR BEDDING MATERIAL TO THE CENTERLINE OF THE EXISTING UTILITY. �° BED PIPE IN SPECIFIED GRANULAR • �j "°; ° N;t,".,°,pv°� ��" BEDDING MATERIAL HAND TAMPED IN 6" LAYERS TO PIPE CENTERLINE. BEDDING MATERIAL SHALL CONFORM TO INDOT 903.02, SIZE NO. S UNDISTURBED • NOTE: EARTH "W" IS THE MAXIMUM WIDTH FOR RIGID PIPES. "U" IS THE MINIMUM WIDTH FOR FLEXIBLE PIPES IN ACCORDANCE WITH ASTM D-2321. TRENCH DETAIL POR SEWER AND WATER MAINS •• TABLE 15 FOR ASTM D-3034, WALL THICKNESS CLASS SDR 35 FOR 6"-15" AND ASTM F -61S WALL THICKNESS CLASS T -I FOR I5"-36". FOR OTHER FLEXIBLE PIPES, MINIMUM TRENCH WIDTH "U" SHALL MEET MANUFACTURER'S REQUIREMENTS. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT INC. W, 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317543.0270 v .strueturepointeom HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q�'�OQJG`O� OJPO�y,C 0. a _1 CERTIFIED BY ISSUANCEINDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE t TAC COMMENTS 105I10120J Project Number 2016.00348 SITE DETAILS FILED JUN 2;3 'C 6 ® 2 N a 0 0 ii i lecillas P3. SECTION more j 1 waamgr 4 NOR NL1Aa➢I-B3w4 awLx Acum,4m+usly tuna A �A. I' Fe I' mauwls ADpI laww wm� /. VHArieve1 Oma roswn wrMmamir i .. I Aanmm$9LNLMSORx ~rtu xw63Aiw.sw¢u r.r WM uq adn'acs smwrxn(Si 400 It Was k Irtt.RRe@i S}PTL 4WfOt ik-W(�" �.. OLYa ODa1IO Ylfli N . 4MM wV�A �i 3:46 lar manus ii i lecillas P3. SECTION l6 Ata ff[ T"'••'� j 1 waamgr 4 NOR NL1Aa➢I-B3w4 awLx Acum,4m+usly tuna t ) ♦ w�WmliumA, I' Fe 1 VLRAJxIXIY1n1n1E SPRAYED •JNMINWS COATING 0 cR laww more Wma nano �a4aeuuwmmw iwm WaDce Seel near.. I m dWA,U' W attn'm�es," NOTE: mor osms+n amWm ,warm Aanmm$9LNLMSORx PLAN VIEW' w"ro1Oma wear xw63Aiw.sw¢u r.r WM Section 211 of the etmrent INDOT'standard specifications handbook. adn'acs smwrxn(Si 400 It Was k Irtt.RRe@i S}PTL MLTTL R rnsis 111TH OLYa ODa1IO Ylfli N CLAY TOWNSHIP REGIONAL WASTE DISTRICT SERVICE LATERAL DETAIL 4MM wV�A �i 3:46 ia4M[RrWFID w29WlC (TrAW IliY manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time wxmam roaamlaa ttlf'� xsa.rpe -� a.. , As \\\ 'tlSWK x1UVAaI llleT.\68\WnBLD01\OtfGb�DETA03\RI-0115.0111 12" 5:40 I \ F location, dept, and length. Such asbuilt prints most be received by the Engineer before ♦ .: : ;' A'A[Y614 'IT the final contract payment can be authorized. Asbuilts shall be Submitted per the Districts wsra&trml rvTum¢<seI I � rsuo u'. llrou,uuxasi wY.4.• QMER W Me.RI AarvaxsAoremcm. ws`R�er® yy':: u+m�W�i 1 rwrommrt Y pmcem a IE¢ awRm wYM detectable metal post set immediately above the said termination point If full connection aeaXswc! a ao4va m J% arm ii i lecillas P3. SECTION 9ACK PLASTER I vin,lyy pPJ\Os f(,e NOR NL1Aa➢I-B3w4 awLx Acum,4m+usly tuna = j I' Fe MORE MORE THAN 20' DEEP LESS THAN 20' DEEP SPRAYED •JNMINWS COATING 0 cR 3 No. 19300219 z more Wma nano �a4aeuuwmmw iwm WaDce Seel near.. - e STATE OF W haay:spp11Sw.z rl,ta.Ne-:y0° 100 ft e 0„� sp1ANH O�� AL E` xw63Aiw.sw¢u tikeri e; SANnARY wyce TO is- WPROTECTED Section 211 of the etmrent INDOT'standard specifications handbook. >15 feet but <25 feet 90 seconds 400 It is SERVICE LATERAL DETAIL MLTTL R rnsis 111TH `J A7 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SERVICE LATERAL DETAIL mRWD 3:46 AROUND PPE W/NON-$NPoNK. NON- manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time Schneider NORMAL AND DEEP CONNECTION �H , 2' twenty-five (25) feet, the Engineer will determine to applicable minimal elapsed Dale 12/06/06 llleT.\68\WnBLD01\OtfGb�DETA03\RI-0115.0111 12" TYPICAL SANITARY SENN rR SPECIFICATIONS TO BE USED FOR PRIVATE, SEWER DEVELOPMENT WITHIN CI,AY TOW NSIIIP REGIONAL. WASTE DISTRICT REVISED 3/1/2007 Standard specifications of Clay Township Regional Waste District (the District) and Deportment of Transportation (INDOT) shall apply for all work and materials. Sanitary sewer pipe shall be installed in accordance with Section 715 of the cu rennINDOT standard specifications handbook Sanitary sewergravity pipe, Unless pressure rated pipe required per IAC ordirectional drilled pipe, shall be Polyvinyl Chloride (PVC) in accordance with ASTM D3034-89 with a minimum wall thickness designation of SDR 35 mrd installed per ASTM D2321-89 Specification. PVC pipe used shall be grooved bell, spigot end, andgasketed.'flhepipeshall be made of PVC plastic having acull Classification of 12454B. PVC Sanitary sewer gravity fittings AND also conform to the requirements of ire ASTM. D3034-89 specification. All fittings sball be molded in one piece with standard pipe bells, goskented elastaneric joints, and spigot ends. Single piece molded PVC with standard pipe bells, gaskets, and spigot ends for back-to-back tee w•yes are acceptable. Wall thickness of all fittings shall have a minimum designation of SDR 26. Gaskets for elastomeric joints shall be molded with a minimum cross-sectional area of 0.20 square 5. inches and conform to ASTl1 F477 specification. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C478 and Section 720 of the LUmmt DVDOT Standard specifications handbook. 0 -rings shall is conform to 0443. Double row of Kent Seal or equivalent shall also be applied to all joints e and benveon riserrings mrd castings. Manhole step spacing shall be no more than 16 -inches. i Manholes shall be air tested for leakage in accordance with ASTM C1244-02, Standard Test 6. Method for Concrete Sewer Ma lyclas by the Negative Air Pressure (Vacuum)'fast. n � A. Installation and operation of vacuum equipment and indicating devices mast be in accordance with manufacturers' recommendations mid performarve specifications which have beenprovided by ther mamdachuor and accepted by ther District Engineer. The vacuum equipment nnust be capable oftesting the entire manhole, including the casting and riser rings. 7. py 13. With fire vacuum tester set in place: A 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of lig. (5 psi) and close the valve. 6 C. accepted standards for leakage will be established from the elapsed time for a 'v negative pressure change t'nlm ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: NOTE 9ACK PLASTER EST BARREL .V OUTS QY DWB-E ROW -PREGS( CONCRETE AITA STING RING 2x = j A DOUBLE ROW OF KEN SEAL IameAH . To' SPRAYED •JNMINWS COATING 0 cR Al kiNIMUM14 FLAT ENTIRE Cd i0.IPi SUR ACE - ----taANXDIE STEPS PER PIECE 10 feet or less 60 seconds 100 ft PIPE OTA. PER PLAN & PROFB£. > t0 fact but •x15 feet 75 seconds tikeri e; SANnARY wyce TO is- WPROTECTED Section 211 of the etmrent INDOT'standard specifications handbook. >15 feet but <25 feet 90 seconds 400 It PROTECTEDO MNO EXCAVATION.) MLTTL R rnsis 111TH 9. CQVYRACIOR SHALL SEAL OPENING PLASTIC WRAP COW 3:46 AROUND PPE W/NON-$NPoNK. NON- manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time 3:46 i M1 :t , 2' twenty-five (25) feet, the Engineer will determine to applicable minimal elapsed 5:40 -POJR_O r4 PLACE EOWNREEE BAY 12" 5:40 Engineer with a set of prints showing Rental sewer locations Sind invents including lateral 5:40 5:40 location, dept, and length. Such asbuilt prints most be received by the Engineer before D. If the manhole fails the test, necessary repairs must be made The vacuum test and 542 the final contract payment can be authorized. Asbuilts shall be Submitted per the Districts repairs must be repeated until the manhole passes the test. 7:34 current standard which can be found it whvzv.cnvd.org. E. If mmilolejoint sealants are pulled out during the vacuum test, the manhole must be ]I. The sanitary - sewer laterals and stubs tennination shall be indicated on the surface with a disassembled and the Jmnt scalant5 mplaced. 7:34 detectable metal post set immediately above the said termination point If full connection 8:52 10:08 is not inunediately made. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 9:26 239 2.374 L 12. All sanitary sewer lines Upon completion will be required to pass a low pressure air test. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3- 9.53 Said test shall be conducted according to ASTM F1417.92, and shall be witnessed by a inches above to 3 -inches below each joint. The appropriate primer shall be applied prior to 15:49 District employee or the Districts representative. The testing shall be in accordance with applying the Gibber coating Inside joints to be filled with precoatplug material. Entire 11:20 Table I Be. follows with 0.5 psi being added for each foot of water above the sewer line exterior surface ofsanitan' sewer manholes shall be sprayed with a bituminous coating and 11:20 being tested. Sewer lines shall be subject to visual leakinspection at downstream all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrin k FLEXRG INTERNAL GWMNEY nen � c. Lx SEnt OR APPROVED EQUAL IYANNMELjAr SGIEDULEL MEN, GRApEy_ 9ACK PLASTER EST BARREL .V OUTS QY DWB-E ROW -PREGS( CONCRETE AITA STING RING 2x = j A DOUBLE ROW OF KEN SEAL IameAH . To' SPRAYED •JNMINWS COATING 0 cR Al kiNIMUM14 FLAT ENTIRE Cd i0.IPi SUR ACE - ----taANXDIE STEPS PER PIECE 6- MIN. COMPACTI y'6 STONE N Wv.'s n r-0- O.C. (EACH WAY) 172 a "r ow.i ARE Life FIRST LAYER BEDDING TABLE FpEffi EST BARREL .V OUTS QY DWB-E ROW lraoaR ^-:)Q OF KENT SIAL IameAH . To' PINE BlWa aN arL backfill requirements are set out per city, town, county, or District specifications those - MANHO-E REINF. PER ASTU SPECS 10 feet or less 60 seconds 100 ft PIPE OTA. PER PLAN & PROFB£. > t0 fact but •x15 feet 75 seconds tikeri e; SANnARY wyce TO is- WPROTECTED Section 211 of the etmrent INDOT'standard specifications handbook. >15 feet but <25 feet 90 seconds 400 It PROTECTEDO MNO EXCAVATION.) MLTTL R rnsis 111TH 9. CQVYRACIOR SHALL SEAL OPENING PLASTIC WRAP COW 3:46 AROUND PPE W/NON-$NPoNK. NON- manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time 3:46 WiTALtC GROUT. requirements for four (4) foot diameter manholes. For all manholes deeper than , 2' twenty-five (25) feet, the Engineer will determine to applicable minimal elapsed 5:40 -POJR_O r4 PLACE EOWNREEE BAY 12" 5:40 Engineer with a set of prints showing Rental sewer locations Sind invents including lateral 5:40 5:40 location, dept, and length. Such asbuilt prints most be received by the Engineer before 6- MIN. COMPACTI y'6 STONE N Wv.'s n r-0- O.C. (EACH WAY) 172 a "r ow.i ARE Life FIRST LAYER BEDDING TABLE FpEffi 6'1. a, lraoaR umsn metl aE M:maN . r IameAH . To' PINE BlWa aN arL backfill requirements are set out per city, town, county, or District specifications those `/ NIaP BlahlkD SIpF IXKMOR 8F ROME) FAQ ASHWk m wean m m e: HAdb raP a sex at4s Ta / aGMC}&AF MF NF n4 i81V1 miz Q A Vi&W Q le ADDS WLG J / am =1 ROTI roAa WWIDa R alma nds 91%4 91TC. WasgNnang, tt (ILL XTE IXGYA101) ¢%R FW O%BnwMX iIAK PIPE SIZE A B UP D1 i A•m sone Dsx' p.1s' 4' NOTE:AL SLAB AND CRAW. SPACE CDNNECnONS MUST BE A MINIMUM OF S BELOW THE FOOTER AND On THE BUILDING AT THE FRONT OF ME STRVCNNE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BIM MG TO THE EOSRNO LITERAL STUB. rl- SEINER esTAUCHING, SOMNG 14%6 RIGID AND BACKRLL DETAIL CLEANOUT TYPE 1 (ONLY LWKAPEO SURFACES WINJN r. THREE FEET OF BUILDING) 6' PVC CAP ,,-FINA GRADE .. 6' PVC PIPE IRACFR WINE X 6- X 6') TBE-W(E PZCH PLUS:]:n NOR WATER YAM SIAL BE im m GI AN UNMSnmmD tOrE Y MNI10' MaluLid ARRVAN- SUnARY SEWER -A• JDNT Rt MEN SANITARYS Per SEQIFNT STALL BE Na SPE011 Sw Voll al(RADE K Nn RG (ILIA ASRI D V41 DOR 21) ON Maisie a!a (OR 18) Ct. Rix/AWAA IS(6 Olt n) an CU(nlE Bnl (am 51 atWtlg NOTE fiPARAm BSTAAYE9 m am 9,VWx NM Nn oA59xAM169w1 EDNTWi in Metal VAT R4fe a"MILIS'Ot WATER S INLY AND WASIEam MS`D601 FOR Rias AND q.LYFRGA ESIASLI91Va:T - 01nEIB1 m 1Y WELL/WATER SUPPLY & SEWER CROSSING DETAIL HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 AMERICAN STRUCTUREPOINT m c. .vcisTFgF'rf �OQ>ycl9TfgF� SANITARY SEWER TRENCHING, `o e�O45T[RF Q QEG19iFq� .` No. DOGHOUSE SANITARY MANHOLE ND' BEDDING AND BACKFILL DETAIL 193Noolizls No' 8� 19300219 19300219 a -a; - s 79300419 F STALE OF Wa STATE OF _ W STALE a' � O A,a 0 STATE 19 7260 Shadalantl Station I Indianapolis, Indiana 48258 MDtAPP Vg '�" NaAMH 6� '`�• ` NOIANF-plc '`� 'A•oIANN Vie TEL 317.547.55801 FAX 317.543.0270 s/�dAl E� '�/ONAL 1'/,ONAIsye° `'/Ryp*a' wLvw.siructurePotnteom CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider DOGHOUSE MANHOLE DETAIL �J CLAY TOWNSHIP REGIONAL WASTE DISTRICT "s 7 SANITARY SEWER BEDDING AND cTRwD Schneider BACKFILL DETAIL Date r/w/OE RM T:\BM8968\ODI\DrC6\DRTABSILY-Di1SDtt 8. Backfill around all installed or proposed manhole struchres, sidewalks, bike paths and/or all Minimum Elapsed Time for a: Minimum Time, mins paved areas shall be made with granular material (b-boTrovi No. 8 stone, up to l8 -inches Time for Longer Len h, S below croessection thickness (which shall include "No, 53" stone depth). If more stringent Manhole Depth Pressure Change of h Inch Hg Shown, mints backfill requirements are set out per city, town, county, or District specifications those standards shall be followed. Trench opening within 54ect of the back of the curb of 10 feet or less 60 seconds 100 ft paved roadways, shall be backfilled With granularmaterial or No.8 stone in accordance with > t0 fact but •x15 feet 75 seconds 250 It Section 211 of the etmrent INDOT'standard specifications handbook. >15 feet but <25 feet 90 seconds 400 It 450 it 4 9. The Contractor shall be responsible for verifying that all state highways, city, and catty For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for 3:46 permits have been obtained by the developer prior to start of construction. manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time 3:46 3:46 requirements for four (4) foot diameter manholes. For all manholes deeper than 10. Initial asbuilts shall be presented to the inspecting engineer prior to final submittal to the twenty-five (25) feet, the Engineer will determine to applicable minimal elapsed 5:40 District for review, otherwise Contractor shall be required to furnish the developer's time. 5:40 Engineer with a set of prints showing Rental sewer locations Sind invents including lateral 5:40 5:40 location, dept, and length. Such asbuilt prints most be received by the Engineer before D. If the manhole fails the test, necessary repairs must be made The vacuum test and 542 the final contract payment can be authorized. Asbuilts shall be Submitted per the Districts repairs must be repeated until the manhole passes the test. 7:34 current standard which can be found it whvzv.cnvd.org. E. If mmilolejoint sealants are pulled out during the vacuum test, the manhole must be ]I. The sanitary - sewer laterals and stubs tennination shall be indicated on the surface with a disassembled and the Jmnt scalant5 mplaced. 7:34 detectable metal post set immediately above the said termination point If full connection 8:52 10:08 is not inunediately made. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 9:26 239 2.374 L 12. All sanitary sewer lines Upon completion will be required to pass a low pressure air test. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3- 9.53 Said test shall be conducted according to ASTM F1417.92, and shall be witnessed by a inches above to 3 -inches below each joint. The appropriate primer shall be applied prior to 15:49 District employee or the Districts representative. The testing shall be in accordance with applying the Gibber coating Inside joints to be filled with precoatplug material. Entire 11:20 Table I Be. follows with 0.5 psi being added for each foot of water above the sewer line exterior surface ofsanitan' sewer manholes shall be sprayed with a bituminous coating and 11:20 being tested. Sewer lines shall be subject to visual leakinspection at downstream all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrin k 14:15 .manholes with all visual leaks being repaired and subject to televising requests by the grout. 22:47 District. The manhole chimneys, including all riser rings shall be sealed using flex rib internal 13. Prior to final deflection test (nhmndrel test) all mainlines shall be cleaned and free of nay chimney seal manufactured by Cretex, NPC, or a District approved equal. The flex rib 14:10 debris. Deflection tests shall be performed on alt flexible" pipe after the flail backfill has internal chimney seal shall extend from a minimum of 3 -inches below the top of the cone 22;15 been in place at least 30 days. No pipe shall exceed n vertical deflection of 5% deflection section to 3 -inches over to mailhole casting frame or per manufacturers installation 35:36 - test results. (*The following are considered non -flexible pipes: concrete pipe, ductile -tun procedures if directed otherwise. Internal Chimney Seat shall be installed atter manhole 17:00 pipe, and cast iron pipe). The deflection test stall be performed with a nitro-pohm vadum testingand prior to final acceptance. Water test me), be done per manufacturer or P P ,1 17:00 mandrel. Proving rings all be available at time of test otherwise no testing will be g g h Districts recommendation, to provide assurance that intemal chimney seal is water tight. 32:03 allowed. All mandrel testing shall be witnessed by a District employee or the Districts 44:52 5116 representative. The casting elevations are set by plan, Iowever,tre castings are to be adjusted inthcfield by 19:50 I l4 the District's representative should a discrepancy occur between plan grade and existing 14. The ends of all literals are to be plugged water light mita a Basketed cap capable of grade. New manhole ring(s) and cover shall be installed to establish grade. Maximum 43:37 withstanding a low pressure air test without leakage. laterals shall be subject to visual height of adjusting rings shall be 12 -inch on existing structure adjustment and 10 -inch 69:48 leak hapection at downstream manholes with all visual leaks being repaired maximum on new construction. 22:40 1 99 13.6741, 15. Bedding for flexible pipe laid rigid pipe shall be No. 8 crushed stone from 6 -inches below 45:34 56:58 1 to 12 -inches above the pipe. Manholes shall be placed on no less than 6 -inches of No. 8 1 :4 1 9110 crushed stone bedding �y1i NOTE: mNtYIE APRON AND CASILNO SHAL BE INSTALLED m VAT MY DO NOT CONTACT RIE LATERAL OR LAW& CAP. NE M R -19M OR EAST JORDAN 1578 rein SEWB1 ON tunes 36' MIMMW I' CUNRANCE F TOP OF CAP TO Sam a NSING 6- PVC PIPE L6- % V M 6') IEE -W2 R STM, Snout =NWWAMM 6' Rear u nt. ON EXPEND TO AP EdDTO O RCLEANOUT TYPE 2 AP UNBSTIIRBEO EARTH MARDSCAPE SURRACES AND AL OTHER INSTAUAnONS grand, PHnir FEET OF AJRDkIG) CASTNG SHALL SE EITHER SELF-SEPAlNC OR WATERTGIi. (EEE PLN h PRCfRE $HEFTS Bill CASTE Tral WE SHALL SE STAMPED'SAIITARY SEWER' AND HAW CLOSED NClJICLES FRNAE SHAL RE ST ON DWRLE ROW OF 1/2 SENT SEAL, OR 9NQE ads OF 1' HENT SEAL (SEE MANHCIE CAsnxe SCHEDULE. RESTS INTERNA mW EY SEA OR APPROVED EWA /MOPE AMY\ .HISN 6RApE SACS WASTER PRECAST CONIXIEtE AOASTLVO RING 2 DOUBLE ROW OF KENT SEA MANHOLE STEPS PER SPECE 4• MWIMGW ruT Ett, ACE Wi M MINTS 00 LIFT HOLES sum "MM SEEK --LA SIAL BE STALED on Hax-SNNKK Puso WRAP COVER'\ GROUT PER 6PEC3, POE RONF. PER ASTM SPECS WA. PER PLAN M1 PROBUS NWAM SHALL BE CUEB'6' Me. HWALL HEIGHT SHALL BE BOX OF FIE VA. A11N. orpeacTED AB $TONE O�\G\GiEt OPt-G1STE 'y- pa, Na SANITARY MANHOLE DETAIL 193007.19 $ CONCRETE CRADLE DETAIL I I �•ST^FMNOIANTX§ I I AO Pat" I(:Schneider I del" tONCRII'I?r('RVULtWII''I',1111�IRIt,I• I`awoA;ll I I CLAYTOWNSHIP REGIONAL WASTE (STRICT TYPE2 CLEANOUTDETAII I Schneider CLAY TOWNSHIP REGIONAL WASTE DISTRICT .4.aawo Schneider I MANHOLE DETAIL I I�I ail ( CLAY TOWNSHIP REGIONAL WASTE DISTRICT Schneider TYPE 1 CLEANOUT DETAIL 16. Water line, utility, and legal drain crossings and separations shall be in accordance with the more stringent of the nvo: 327 IAC 3.6-9 or the Districts standard drawings. 17. Tire trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and/or barricaded when left tmatteaded. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be d-uecwd to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3-6-20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers and all punch list items are complete. 19. All sewer laterals installed shall be bedded the same as the main line server. 20. Forty-eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hots notice shall be given prior to doing any (Calling on the Sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R-1772 or East Jordan 3022Z1 GS) and be self-sealing type. The casting flange shall be 34 inches and the clear opening shall be rr en. 20-13/16 inches. Watertight castings shall be bolt - down East Jordan 1022ZlPT and also stamped SANITARY SEWER 22. The minimum slope of the sewer shall be: Size of Pius Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0,28% 12 -inch - 0.22% 15-hoh 0.15% 18 -inch 0.120/. 23. The Contractor shall provide measurements ofthe slope of the sewer for each manhole section as constructiong roresses. Such measurements shall be certified b i P e Y a Registered gs Land Surveyor or Engineer and be available on -sue for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not mect the minimmn slopes, the sewer section and any other affected sewer sections shall be recatxtr acted to meet such minimum slopes. 25. Laterals are to be installed with a minimum 14 gauge tracer wire from the Wye to the tennin is. upon lateral completion the contractor for the building or home will extend the wire frau this terminus to the building cloanout adjacent to the building. MANHOLE CASTING :X.4 111 1 "n, llA I L.E.F S 11.12 .l. i NT X ..-.. s. ,.PPI,( rrn ..,! .. ....I .... :0.'t-.. ... .. I�: r o?J\D•a<h�'+s4- DROP MANHOLE DETAIL No. 19 $ -e 193002 a: e` ADhL�( g servalues c 1 " ad-, IOWPrIIiI NI. IOkAh WL l. U.YNICI' s auto DROP \AN1I01 E DETAIL ..rnneitier Dints olove06 ni<T:\EA G%E\DDI\DYC510R.aLS\I\-D1LS.Dr( Sc�eider UV12/06/06 CLAY TOWNSHIP REGIONAL WASTE DISTRICT WATER LINE CROSSING DETAIL SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. AN (muses, buildings. aro.. strait connect to the Dialects sanitary sweet system within 90 days of Ratio. providing a sewer is trial 300 feet for Hamilton County or To feet for Boone County of Lie property Ime as def .ed deough bWiana Code (IC 13-26.5.2). Only one building maltreatment to Tho sewer an perlateral unleas oomose approved by ale Called 2. No fintmdaron. Sump. DJY}n$p gals or w1m, storm eater drams shall ITS intolammee ed to Disidetk same,, sewn, as addmuo.d 11Wough our MI Ordmanw 12.08.08 and BI Policy found on our website at wNw.dnv l.org. 3. The existing lin [Tom IM1 ii F, c tank may e h use H it i located under oil re e sl grower ¢ r ehvdngrot est is y ny e D Is ora -us T gr dl g shallme.pales.ostofa pored driveway. Air testis cache tarMe acceptable for m -use. Tha progenyamen shall bear the cost of a0 lasting. The DisMtt inapacror most De onsdo for Mo duration of the air lest 4. The,.'Istria shall inspect ALL squeal The owner or Contractor strait nomy the Dialect prior b hackMling Me anita ird let.[ so the District con make an meld ton m determine capedumme Kim the District`s seem, nae ordle.e. L finalstuns shall remain capped until an impactor is en site. Final Connection shall Dray be made wider direct opervisionof a CTRWD inspeenr If ao inspection falls aid a sewnd impecibn is required arlbe contractor is not an site for the Scheduled inspection, a fee of S100.00vMl to mowed and rnusl6e paid prior to the time of ti a telowup inspea llgL 5. Properly owners are hereby advised that Me County Board of HaTid, regulates Me operation and maintenance of greater savings disposal (septic) systems. The County Ordinance provides in part that. upon (onawbon to a public over, a septic tank-.. shell be abandoned (pumpeddead) and filled cwnpletey with earthen material or sone in a safe and sarsaiy, marine(.' Please connect the appropriate County Board of Health for further m(ordalion antl 10 notify the department W the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 Dr SOR 26, ASTM 03034. SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21. ASTM 02241. SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelmos a BOB 21. ASTM 02241. SIX INCH PIPE (use only par approval Of the District Engtnel l GASKETED JORJTS: ASTA403212 GASKETS: ASTM r477 FITTINGS: SOR26 OR BETTER (YERNCO' OR SIMILAR FLEXIBLE COUPLINGS TYPICALLY NOT ALLOWED) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL' IF CONNECTING INTO LOW PRESSURE FORCE MNN- CTRWD most he contacted for expinnaeon of ationw a pumps and pump m tted.menls 1.25' HDPE DRI TIPS (TYP.) wnnacirons are to be made with (POlypmpylana or Stainless SteeO. Compression Filings Or Etecholusion ALL PUMP CONNECTIONS Pum mostad more than X cda baro fR la i t h 1 ps Dem w t o n ngly piipegohom building Me Man3'SRm M1nvea chumpent and Mc pipe Nb r n hien d1 BOBR 5 t rm, p p ha C I a s e o 8 SO 3 pipe for cannedion nro Me pump station CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM TETE FOUNDATION AND FOR GRAVITY IATFRN.S NO MORE THAN 100 FEET APART Ipbaso sae Clean Out Dal Type 2 and Type 3 for mtCliple rWaaout I efifilawn roquaements). CLEAN OUT CAP REQUIREMENTS: 6 -PVC Thcanall Caps 7. BEDDING - Use Number 8 crushed stone or Number 8 fmcmred lace aggregate Number 8 stone backfin malenal te to be, p oloo from 6lnches belay 10 12 pathos above the pipe The Imnch should be a minimum of 18 inches aWde, (sex rnchaeon both sides Of the pipat 8. Laterals shall o installed fro closer than 20 feet from to, wells unless FVC ,as. grads pipers used meeting SOR 21 and ASTM 02241. Any proposed Installation requiring pressor, pipe Read be reviewed end accepted by the District and Me DeVers engineer prior b insUil.Mon. 9 Where a transition is made Maween SDR 35 pipe and prosaure grade SDR 21 TRIPS, a Needs, iron g.Skated mic aaeand Cw (1ng be Da aha" . P vC 10. Laterals shall telmmmlewithie 3f¢¢t of Me 6uiltll'rg unless Me Cnrdidonsin item X3 abovo are rrld. Nogluedpipe Shan be insG"edoutsie' three That of bonding foundation walls 11. Adcamnal imomailen on Denrict standards and specifications may W nelnieed from The District's office during DOAaoaS hOvm Of 8.000 in to 4;30 pm M¢nday through Frull All District standards pa be located as our weh Sim .1 hifiviNve.Wwdeng. Clay Tovmship Regional Waste OlGbd 10701 CONege Avoiwe-3uile Aindianapdis. Indiana 46280 1 WOt North College Avenue Suite A Responders Indiana 46289 Pbwre(317)-844.9200 FaxSl7}&1m9203 12. Septic eNlvont shat) not be pumped out into the sanitary over system. 13. CantPocigs $ball lay 14 gouge -staid wire the entire length of the lateral. Wire is to be placed on top of the lateral. Tim Distdd'mapelaw will verily piodament of the wm. After Inspection, bedding is to be placed on rap. i3.a AN oliGnO of Ione wire shalt be evermecred uwng eihie, a 3M splice kit model DBRPT-6. King Innovative Dlyconn Dnem Bury LPO Aqua catalog S 90220, or Dialect Engineer approved equal 14. NI examox slmmnum, aM piping are subjectRabe tested andhor telovised upon the Districts discretion. Examples of seucturnw; that may be included aro manholes, gra fnlereopkers. pump Dns, grease imemcplors, etc. reading requirements ere to varif, that all sauGWree are watertight and Mat they confomrto the Districts IN Policy. 15. Call balare you dug. IUPPS 4800.3825544.48 hours prior to diNarg, ae+sw4 C%W 1:20:eby RX I A15LL I NUNIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psi DROP FOR SIZE AND LENGTH OF PIPE INDICATED (testing prossure after stabilization no less than 4.0 psi and no more than 8.0 psi) Pipe Diameter In. Minimum Time, mins Length for Minimum Time ft Time for Longer Len h, S Specification Time for Length (L) Shown, mints 100 ft 150 N 200 ft 250 It 300 ft 350 R 400 It 450 it 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 0.8541. 5:40 5:40 5:40 5:40 5:40 5:40 542 624 8 7:34 298 1.520 L 734 7:34 7:34 7:34 7:36 8:52 10:08 11:24 l0 9:26 239 2.374 L 9:26 9:26 9:26 9.53 11 :52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 1124 14:15 17:05 19:58 22:47 25:38 IS 14:10 1 159 5.342L 14:10 14:10 1748 22;15 26:42 31:09 35:36 40:04 18 17:00 1 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 5116 57:41 21 19:50 I l4 10.470 L 19:50 26:10 34:54 1 43:37 52:21 61:00 69:48 78:31 24 22:40 1 99 13.6741, 22:47 34:11 45:34 56:58 1 68:2 1 :4 1 9110 102:33 27 25:30 88 17.3061, 28:51 43:16 57:41 72:07 18632 1 100:57 1 115:57 129:48 30 28:20 1 80 21.366 L 35:37 53:25 71:13 1 89:02 1 106:50 1 124:38 1 142:26 160:T5- 33 31:10 1 72 25.852 L 43:05 64:38 8610 1 107:43 1 129:16 1 150:43 1 172:21 193:53 36 34:001 86 30.7681, 51:17 76:55 10234 1 128:12 1 153:50 1 179:29 1 205:07 230:46 HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 fGia J pJ O 10 -of ISSUANCE �G O� ISSUANCE INDEX DATE: 03117/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 1 TAC COMMENTS 05/10/201 Project Number 2016.00348 CLAY TOWNSHIP REGIONAL WASTE EikTRICT I CATIONS JUN 2.3 ■/}y°v�j�_ 6 'ICEOFHAMILTONWUNI�i 3URif mg O -- 100'-- i • • • —_ --------'tel ROAD r 9r°9s- CONSTRUCTION AHEAD 111 j I I Owner: ------ Jt)E EVAN InstrW2012003306 # XW2o '3 I y ZgNING. 0-3 ------------,- Bj 3 (Toss) I 0 EXISTING LEGEND i I I °oo Owno I 'III.• 0 ner: i I Hamilton Ut tty Area 571_2241 525-4275 -t1- COMBINATION POLE SIGN JANS Instr 201202362Q / j I Inst,ri2016060C II ° ZONIN�k: R-31 ( I o ' 2.24 ACRES* � i t i I Il I I t (W00d') >t GARDEN AREA as. o I - TREE --_.- _._.-�- f -�-- AREA ' I. m ----------- NEIGHBORHOOD — MAINTENANCE OF DEVELOPMENT) TRAFFIC LEGEND 347 South 8th Street, Suite A 0 30 60' Noblesville, Indiana 46060 ® LOW INTENSITY FLASHING YELLOW LIGHT r I t JL PROPERTI'INVESTMENTS i (TYPE A) SCALE: 1"=30' Instrjj2016001686 I "STEADY -BURN' WARNING LIGHTS ZONING: R-3 + Z NOTESr AMERICAN STRUCTUREPOINT 1. ALL TRAFFIC CONSTRUCTION SIGNAGE METHODS, MATERIALS S AND CONSTRUCTION DETAILS SHALL CONFORM WITH INGOT INC_ 1 STANDARD DETOUR SHEETS AND SPECIFICATIONS AND THE r --- , ---------- INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -1 1 ( Owner: \ �.� 2. BARRICADES OR DRUMS SHALL BE PLACED ALONG THE OUTSIDE 2 FT. OF THE EXISTING PAVEMENT DURING 7260 Shatleland Station I Indianapolis, Intliana 46256 TEL 317.547.55801 FAX 317.543.0270 - CONSTRUCTION O 20' O.C. f Robert Schaefer ` wwwslruclurepolnLcom + In ZONNG00R530. 1 _ -4 ----------- --- L ---1/ — — — — — — — I f I /I — -- — — — — — — — — i--- c I I � i I END 1 CONSTRUCTI©N XG20-3 I �I I — — — -- — — — — —(9f 0% d V �\ c —— ASI 18M 51 ` I ---- n ( (4'melo,16 `__--___-- I(gross) (grass) c _ Owner: Robert Schaefer Instr(j2009004580 - ZONING: R-3 Owner. Robert Schaefer Instr$200500068816 ZONING: R-3 ■ 30' SETBACK e 1 OPOSEDn FAMILY BUIL1,941 SFFE:841r' e I 1 I 1 1 o ' e j o I PROPOSED 1 SINGLE FAMILY BUILDING B 1,100 SFT o I FFE:1341.40 PLAY GROUND SINS« 'A B,B, �L 0 PROPOSED TWO FAMILY BUILDING D 1,941 SFT FFE:841.90 _w ._._._._,_._- RAIN PROPOSED TWO FAMILY BUILDING B 1,676 SFT FFE: 839.50 j � e , WJV1M I (4"x4" onc. posts ,vmark Prop. Line ed i + Owner: Robert Schaefer 1'&krj)200500068816 ! / \\ \ i `I ,1 ( ♦ I / f % 2GNING R-3 E, \ �•\ VARIABLE MDTH j � -_,,\ \_-- �' /�` ;` I •�% I % 1 DRAINAGE EASEMENT ---- _-- \J % \ I I RAIN Owner: I i ►GARDEN i ( _ -_ CONSTRUROACTION Robert Schaefer`' - AHEAD Instr#200500066814 l) I I I \ j ZONING: R-3 (gross) II I O I / f — ' #XW2o-s ) I UTILITY CONTACTS ° e e e o e o — i \,. (48"X 4 ( UTILITY COMPANY CONTACT — N88'5604 W - 119.91 - <;^+ 8" 1 }— � 1 — _ CABLE TELEVISION BRIGHTHWE NETWORKS JASON MRKMAN _ ------ ELECTRIC DUKE ENERGY TRENT GODSEY • > • • • • Q FIBER OPTIC • 200 I asonmU 105TH STREET �60' TAPER I • 100' • I GAS VECTREN ENERGY JOANIE CLARK REC40NAL WASTE T RYAN HARTMAN I -- �� — — STORM SANITARY EWER SEWER CLAYCAR MEL ENGINEERING DEPT �C JEREMY KASHMAI -___._--{grass) \ 1 — (cona) �^j3'mMa_ie,,ce)-_.-- ^` _ T TELEPHONE CARMEL AT&T STEVEN KREBS Owner �' (grass) - WATER CARMEL UTIUTIES JOHN DUFFY Thorne Rental Properties 1 (omy utilities mcrkcd) `&finer. I Owner:\\ I FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS EWSON i" ,.4°nnxnnnanson Streamn6no 1l C David and Jeannie Benz \ SANITARY Owner: James and Mary Richards Instr#200500018535 ZONING: R-3 Q Q ------ - _ ---------- 1-ONSTRUCTION I ROUSH I I t 1 r I r I / ' - -- AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. EXISTING LEGEND pO MAINTENANCE OF (� TRAFFIC PLAN p E7 .j(jpJ ?a� 2O CEOf NAMILTONCOUNt Ey7 O 00//IFS )NE NO. °oo Owno I 'III.• 1 Hamilton Ut tty Area 571_2241 525-4275 -t1- COMBINATION POLE SIGN Neighborhood OevreXjrr6{ent Inc. II I Inst,ri2016060C II ° I ZONING: R-3 I I o ' 2.24 ACRES* I Il I I t (W00d') >t GARDEN AREA as. o I TREE --_.- _._.-�- ® POSTBOX ® WATER METER AREA I. m PROPOSED TWO FAMILY BUILDING B 1,676 SFT FFE: 839.50 j � e , WJV1M I (4"x4" onc. posts ,vmark Prop. Line ed i + Owner: Robert Schaefer 1'&krj)200500068816 ! / \\ \ i `I ,1 ( ♦ I / f % 2GNING R-3 E, \ �•\ VARIABLE MDTH j � -_,,\ \_-- �' /�` ;` I •�% I % 1 DRAINAGE EASEMENT ---- _-- \J % \ I I RAIN Owner: I i ►GARDEN i ( _ -_ CONSTRUROACTION Robert Schaefer`' - AHEAD Instr#200500066814 l) I I I \ j ZONING: R-3 (gross) II I O I / f — ' #XW2o-s ) I UTILITY CONTACTS ° e e e o e o — i \,. (48"X 4 ( UTILITY COMPANY CONTACT — N88'5604 W - 119.91 - <;^+ 8" 1 }— � 1 — _ CABLE TELEVISION BRIGHTHWE NETWORKS JASON MRKMAN _ ------ ELECTRIC DUKE ENERGY TRENT GODSEY • > • • • • Q FIBER OPTIC • 200 I asonmU 105TH STREET �60' TAPER I • 100' • I GAS VECTREN ENERGY JOANIE CLARK REC40NAL WASTE T RYAN HARTMAN I -- �� — — STORM SANITARY EWER SEWER CLAYCAR MEL ENGINEERING DEPT �C JEREMY KASHMAI -___._--{grass) \ 1 — (cona) �^j3'mMa_ie,,ce)-_.-- ^` _ T TELEPHONE CARMEL AT&T STEVEN KREBS Owner �' (grass) - WATER CARMEL UTIUTIES JOHN DUFFY Thorne Rental Properties 1 (omy utilities mcrkcd) `&finer. I Owner:\\ I FIRE DEPARTMENT CARMEL FIRE DEPT CHRIS EWSON i" ,.4°nnxnnnanson Streamn6no 1l C David and Jeannie Benz \ SANITARY Owner: James and Mary Richards Instr#200500018535 ZONING: R-3 Q Q ------ - _ ---------- 1-ONSTRUCTION I ROUSH I I t 1 r I r I / ' - -- 18" MIN. HOME PLACE HOUSING :I ILr;1 1. u EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 PQeQ �G 0� CERTIFIED BY ISSUANCE INDEX DATE: 03/1712017 PROJECT PHASE: GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4 NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT E DATE AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. EXISTING LEGEND T MAINTENANCE OF (� TRAFFIC PLAN p E7 .j(jpJ ?a� 2O CEOf NAMILTONCOUNt Ey7 O 00//IFS )NE NO. 632-9077 896-6711 XXX-XXXX 776-5532 1 571_2241 525-4275 -t1- COMBINATION POLE SIGN 571-2600 ® DRAINAGE MANHOLE © SANITARY MANHOLE i OS FIRE HYDRANT 0 STAND PIPE j 1- GUY WIRE @ TEMPORARY BENCH MARK ® TELEPHONE ANOLE HAND INC. HOE BIB Q TELEPHONE MANHOLE LID 7 HAMILTON COUNTY TREE --_.- _._.-�- ® POSTBOX ® WATER METER AREA b POWER POLE NEIGHBORHOOD MAINTENANCE OF DEVELOPMENT) TRAFFIC LEGEND 347 South 8th Street, Suite A 0 30 60' Noblesville, Indiana 46060 ® LOW INTENSITY FLASHING YELLOW LIGHT (TYPE A) SCALE: 1"=30' STANDARD DRUM BARRICADE WITH "STEADY -BURN' WARNING LIGHTS + Z NOTESr AMERICAN STRUCTUREPOINT 1. ALL TRAFFIC CONSTRUCTION SIGNAGE METHODS, MATERIALS S AND CONSTRUCTION DETAILS SHALL CONFORM WITH INGOT INC_ STANDARD DETOUR SHEETS AND SPECIFICATIONS AND THE % t INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES -1 1 ( 2. BARRICADES OR DRUMS SHALL BE PLACED ALONG THE OUTSIDE 2 FT. OF THE EXISTING PAVEMENT DURING 7260 Shatleland Station I Indianapolis, Intliana 46256 TEL 317.547.55801 FAX 317.543.0270 CONSTRUCTION O 20' O.C. i wwwslruclurepolnLcom + 3. REPAIR OR REPLACE ANY EXISTING PAVEMENT MARKINGS I THAT ARE DAMAGED OR DESTROYED DURING CONSTRUCTION. 18" MIN. HOME PLACE HOUSING :I ILr;1 1. u EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 PQeQ �G 0� CERTIFIED BY ISSUANCE INDEX DATE: 03/1712017 PROJECT PHASE: GENERAL NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. 3. SEE SHEET 0002 GENERAL NOTES FOR MORE INFORMATION. 4 NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT E DATE AN APPROVED STORMWATER MANAGEMENT PERMIT. THIS PROJECT IS SUBJECT TO THE CITY OF CARMEL STORMWATER MANAGEMENT AND STORMWATER QUALITY ORDINANCE. Project Number 2016.00348 N CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (Including, but not limited to, manholes, inlets, wives, and marks mode upon the grand by othere) AND ARE SPECULATIVE IN NATURE. THERE OTHER EXISTING UTILITIES FOR WHICHYTHERE ISENO ABOVE GROUND UEVIDENCEUND OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL U VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE Ot "811" OR 1-BGO-382-5544 - INDIANA UNDERGROUND MAINTENANCE OF (� TRAFFIC PLAN p E7 .j(jpJ ?a� 2O CEOf NAMILTONCOUNt Ey7 O 00//IFS )NE NO. 632-9077 896-6711 XXX-XXXX 776-5532 844-9200 571_2241 525-4275 571-2443 571-2600 PLANT SCHEDULE TREES '�, QTY BOTANICAL NAME / COMMON NAM� ----------- COND. SIZE SPACING AC 91 Abie$ ooncolor / White Fir ',` B & B 6' Ht. As shown AC 6', Amelanchier canadensis / Canadian Servigeberry B & B 8' HT. As shown AA11 ; Amelanckue[ Cana osis 'Autumn Brilliance' 7-Aat�rnn Brilliance Sewiceberry B & B 1.5" Cal. As shown CF 3 �, Cornus florida rubr / Pink Flowering Dogwood B & B 1.5"Cal As shown G 7 `, Gleditsia triacapfhos inermis ' Shademaster' TM / Shadernester Locust B & B 2.5" Cal. As shown GD 18 Gymnocladus`dioica ' Espresso' / Kan &ky C Reetree \ B & B 2.5" Cal. As shown LT IS e � 4inodendron tdl' ifera /Tulip Tree B & B 2.5" Cal. As shown by 9 1 dstrya virginiana American Hophpfnbeam B & B 2.5" Cal. As shown PA't 4 Picea abies / Norway spruce"- B & B 6' Ht. As shown PS i 15 Prui7us serrulata 'Kwanzan' / Flowering Chem i B & B 1.5" Cal. As shown Q ' 14 Queipus rubra I Red Oak •� ' B & B 2.5" Cal. As shown SI 12 Syringe, reticulata' ivory Silk' / Ivory Silk Japanese TPge Lilac i B & B 1_5" Cal. As shown �11, SHRUB QTY BOTANICALiNAME-/'CWM 10N NAME ' COND. SIZE SPACING CA = 80 Cornus sericea'Artic Fire' / ATtio-rvraDdAwood CONT. 3 GAL. 4' O.C. HL 22 Hydrangea paniculata'Little Lime' / Lisle Lime Hydrangea CONT. 1 Gal. 3' O.C. IV2 10 Itea virginida'Heniyi`NSrnet' /Henry's Gar et Sweetspiip CONT. 1 Gal. 3' O.C. JF 85 Juniperos chinensis'Sea Green' / Sea Green Juniper il CONT. 3 GAL. 4' O.C. RG 8 Rhu'Sr matica'Gro-Low'/Go; Low Fragrant Slimac ; CONT. 1Gal. 30"O.C. M 22 3 raga meyeri ' Palibin' / Dwarf Korean Lilac /' ' CONT. 3 GAL 48" O.C. T 11§"' Taxusx media 'Densiformis''/Dense Yew ' CONT. 3GAL. 4' O.C. VA S_ 5 Viburnum x burkwoodii 'Anne Russell' / Butt£wood Viburnum CONT. 3 GAL 4' O.C. WW 87 Weigela florida Wine & Rbses / Weigela �•� CONT. 3 GAL. 4' O.C. WS 7 Weigela florida 'Spilled Wine' / Spilled'Wine Weigela CO,T. 3GAL 30" O.C. PERENNIALS QTY COti1MON NAME BOTANICAL NAME /CO COND. SIZE SPACING AT 16 AmsoniataberneemontanahEasta n Bluestar / Cont. I Gal. 24'00 HP 22 Hemerocallis x'Purple D'oro' /Purple D'oro Dayli!Y Cont. 1 Gal. 24" OC HO 42 Hemerocallis x 'Stella de Oro' / Stella de Oro Daylily Cont. 1 Gal. 24" OC HG 21 Hosts x'Guacamole' / Plantain Lily rt Cont. 1 Gal. 36" OC LB 99 Linope muscari 'Big Blue' / Big Blue Lilyturf ! Cont. 1 Gal. 18" O.C. RAIN GARDEN PLUG MIX AND SCHEDULE a I 4 RAIN GARDEN PLUG MIX 4,607 sf 3 SEE PLANTING LIST FOR SPECIES AND MIX RATES. PLUGS TO X71 BE PLACED 18" O.C. USING PLUGS THAT ARE A MINIMUM SIZE 3T - OF 23/4" DIAMETER X 43/4" DIAMETER. REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR AREA TO RECEIVE A TOTAL OF 12" OF SOIL THAT CONSITS OPERATING AUTHORITY AT NO ADDITIONAL COST. OF 15% BY VOLUME DOUBLE HARDWOOD MULCH, 55% BY AMINIMUM OF 4" OF TOPSOIL (§ TOPSOIL, J MULCH AND SOIL VOLUME WASHED SHARED SAND (ASTMC33), 15%BY CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, VOLUME TOPSOIL, 15% BY VOLUME COMPOST. SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM Sand shall be coarse, sharp sand and shall not be contractor SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR building sand. Topsoil shall be weed free, high in organic content DELETERIOUS MATERIALS LARGER THAN 1', REMOVE ANY UNSUITABLE and shall contain less than 30% clay. All material shall be AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM locally obtained. THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO A commercial) obtained soil may be substituted as Ion as it Y Y 9 ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO meets the requirements stated above and the material within the EXISTING SOIL. mix has been locally obtained. ;p O Contractor shall submit a 0.5 Ib. sample for approval and RAINGARDEN PLUG SCHEDULE FOR SOIL MIX AND INSTRUCTIONS. certification of composition from an independent O. testing laboratory. THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE Soil shall have an infiltration rate of no less than 1.5" per hour. ARCHITECT. SPECIES AND QUANTITIES ALL PLANTING BEDS SHALL HAVE A T THICK LAYER OF SHREDDED Asclepias incarnate / Swamp Milkweed 277 e � Carex vulpinoidea / Brown Fox Sedge 256 PRE -EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERS Coreopsis tripteris/Tall Coreopsis 277 O Elymus virginicus / Virginia Wild Rye 256 LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO Iris virginica / Blue. Flag Iris 277 Lobelia cardinalis / Cardinal Flower 277 NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PUNTS Lobelia siphilitica/Great Lobelia 256 Scirpus atrovirens / Dark Green Bulrush 256 5d4141i 3 3 . 1811 it II 50286 834 M - t 5(GIb�S JF- OR. CA PS- GS - WW - 7-1N JF -8-\ GS -1 - AA -1- , OR -2- CA-jO-Y� AA -1 \� AC2.33�. t- -� 106TH STREET PS -5 HL if, a I 4 -4 TD 3 -3 TD X71 r51YN2NY-1t 4 TD -1 3T - REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR OPERATING AUTHORITY AT NO ADDITIONAL COST. 2. AMINIMUM OF 4" OF TOPSOIL (§ TOPSOIL, J MULCH AND SOIL CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1', REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO EXISTING SOIL. 3, ;p O RAINGARDEN PLUG SCHEDULE FOR SOIL MIX AND INSTRUCTIONS. 4. O. THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 5. ALL PLANTING BEDS SHALL HAVE A T THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE e � � PRE -EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERS RECOMMENDATION, AFTER INSTALLATION IS COMPLETE. O FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETYAND SIZE OF TREE. 7. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PUNTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS ►� r s ON THE JOB SITE. J'I Q NURSERY STOCK 2004 EDmON, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 9. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 10. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 11. ALL DISTURBED LAWN AREAS SHALL BE HYDRO -SEEDED OR SODDED AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS. 12. LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY HYDRO -SEED OR SOD WORK. 13. ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. HYDRO -SEED AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE. 14. PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH UNIFORMLY ATA MINIMUM RATE OF 2 TONS PER ACRE TO FORM A • `1 SEEDED AREAS, w DECIDUOUS SHADE TREE ':ra�e�e EVERGREEN TREE 00 SHRUBS AND ORNAMENTAL GRASSES O MULCH SED/TREE RING 1�, f'a�aopoe - SPADE EDGE SV KEYNOTES 7. EXISTINGTREETOBEPROTECTEO © (AS REFERENCED ON SHEET C110) SI 1 7JF�3WS-7_.. =S Go -------------- -___ 5 TD -.J a I 4 -4 TD 3 -3 TD X71 r51YN2NY-1t 4 TD -1 3T - RAIN GARDEN PLUG MIX (7,758 SF) -PS -JF .VA -SI 20- -JF 1 1 I I I PS 1 , , I r/ In VA ,Go NATIVE PLUG PLANTING NOTES: 1. PLUGS MUST BE DELIVERED TO THE PLANTING SITE WITH ADEQUATE SOIL MOISTURE, FREE OF DISEASES, MOLD INSECT INFESTATIONS. OR OTHER DEFECTS, PLUGS MUST BE HYDRATED AND IN A HEALTHY CONDITION AT TIME OF DELIVERY. 2. DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX HOL/RSAFrER DELIVERY, SET PLANTS AND TREES IN THEIR APPROPRIATE ASPECT (SUN, FILTERED SUN. OR SHADE), PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. S. PLANTING RESTRICTIONS: PLANT DURING ONE OF THE FOLLOWING PERIODS. COORDINATE PLANTING PERIODS WITH INITIAL MAINTENANCE PERIODS TO PROVIDE REQUIRED MAINTENANCE FROM DATE OF SUBSTANTIAL COMPLETION. • NATIVE PRAIRIE PLUGGING: APRIL 1ST- JUNE 30TH: OPTIMUM INSTALLATION PERIOD. JULY IST -AUGUST 31ST: PLANT PLUGS MAYBE INSTALLED ONLY IF IRRIGATION CAN BE PROVIDED TO DELIVER A TOTAL OF 14NCH OF WATER PER WEEK INCLUDING NATURAL PRECIPITATION. 4. INITIAL NATIVE PRAIRIE AND WETLAND MAINTENANCE SERVICE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLER MAINTAIN AS REQUIRED IN PART 3. BEGIN MAINTENANCE IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL ACCEPTABLE MEADOW IS ESTABLISHED, BUT FOR NOT LESS THAN 60 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. 5. FURNISH NURSERY -GROWN PLANTS TRUE TO GENUS AND SPECIES SHOWN IN SCHEDULES ON DRAWING AN MPLYING WITH ANSI .1' AND WITH HEALTHY ROOT SYSTEMS B AND Z80 . BY R ROOT PRUNING. PROVIDE WELLSHAPED FULLY DEVELOPED HEALTHY. VIGOROUS R00 BRANCHED, HEALTHY. VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS. LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. a. DO NOT USE PLANTS HARVESTED FROM THE WILD. FROM NATIVE STANDS, FROM AN ESTABLISHED LANDSCAPE PLANTING, OR NOT GROWN IN A NURSERY UNLESS OTHERWISE INDICATED. b. CULTIVARS AND HYBROSARE NOT PERMITTED. 6. PLUGS SHALL BE AT LEAST 2.3/4 INCHES IN DIAMETER AND 4-&4 INCHES DEEP AND HAVE WELL DEVELOPED ROOT SYSTEMS FILLING THE SOIL BUT NOT BE OVERLY ROOT BOUND. PLANT TOPS SHOULD BE WELL DEVELOPED, HEALTHY, VIABLE, AND ADEQUATELY HARDENED OFF FOR OUTDOOR PLANTING. PLUG PLANTING SOIL SHOULD BE INOCULATED WITH MYCORRHIZAL FUNGI AT THE NURSERY AT TIME OF SEEDING. PLUGS MUST BE DELIVERED TO THE PLANTING SITE WITH ADEQUATE SOIL MOISTURE, FREE OF DISEASES, MOLD, INSECT INFESTATIONS, OR OTHER DEFECTS. 7. LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES. REMOVE STONES LARGER THAN INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNERS PROPERTY. 8. THOROUGHLY BLEND PLANTING SOIL OFF-SITE BEFORE SPREADING OR SPREAD TOPSOIL, APPLY SOIL AMENDMENTS AND FERTILIZER ON SURFACE, AND THOROUGHLY BLEND PLANTING SOIL. 9. SPREAD PLANTING SOIL, TO A DEPTH OF 61NCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURALSETTLEMENT. DONOTSPREADIF PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. SPREAD APPROXIMATELY 1/2 THE THICKNESS OF PLANTING SOILOVER LOOSENED SUBGRADE. MIX THOROUGHLY INTO TOP 4INCHES OF SUBGRADE SPREAD REMAINDER OF PLANTING SOIL 10. SET OUT AND SPACE PLUGS AS INDICATED IN EVEN ROWS WITH TRIANGULAR SPACING. PLUGS SHALL BE INSTALLED IN GROUPS OF 5 TO PLUGS OF THE SAME SPECIES 11. PLUGS SHALL BE INSTALLED IN HOLES DRILLED WITH AN AUGER THE SAME DIAMETER AND DEPTH AS THE PLUG WITHIN +3/4-INCH/-1/"NCH. IN WETLAND PLANTINGS WHERE SOIL IS SOFT AND MOIST ENOUGH, A DIBBLE BAR OR TROWEL MAY ALSO BE USED. 12. IN WETLAND OR SHOREUNE AREAS WITH P0704 AL FOR HIGH WAVE ACTION OR GOOSE DEPREDATION THAT MAY DISLODGE NEWLY PLANTED PLUGS, PLUGS SHALL BE SECURED WITH 6' OR 8' 'U" -SHAPED WIRE EROSION CONTROL BLANKET STAPLE& SOFTER SUBSTRATES SHALL HAVE LONGER STAPLE LENGTH TO HOLD PLUGS ADEQUATELY. 13. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET BOIL. 14. PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE PROTECTION IF PLANTS SHOW EVIDENCE OF RECOVERY FROM TRANSPLANTING SHOCK 15. IN WETLAND OR SHORELINE AREAS WHERE POTENTIAL FOR GOOSE DEPREDATION EXISTS, SUCH AS DETENTION PONDS OR OTHER PLANTING AREAS ADJACENT TO OPEN WATER, WATERFOWL BARRIERS SHALL BE INSTALLED AROUND ALL OF THE PLUGS. BARRIERS MAY CONSIST OF PLASTIC OR WIRE MESH ENCLOSURES, OR OTHER MATERIALS. SUPPORTED WITH WOODEN STAKES. ADEQUATELY CONSTRUCTED TO INHIBIT ACCESS BY WATERFOWL FOR ONE GROWING SEASON. ENCLOSURES SHALL EXTEND AT LEAST 2 FEET IN HEIGHT ABOVE THE PLANT TOPS. METHODOLOGY SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT WITH INPUT FROM A RESTORATION ECOLOGIST IF NECESSARY. BARRIERS MAY BE REMOVED AFTER ONE GROWING SEASON. SEEDING SCHEUDLE A LAWN SEED- SUNAND PARTIAL SHADE MIX 14,329sf See specifications for addition lawn seed mixes and installation requirements. RAIN GARDEN PLUG MIX 4.607 Sof SEE PLANTING LIST FOR SPECIES AND MIX RATES. PLUGSTO BE PLACED 18" O.C. USING PLUGS THATAREA MINIMUM SIZE OF 2 3/4" DIAMETER X 4 3/4"DIAMETER. AREA TO RECEIVEA TOTAL OF 12"OF SOIL THAT CONSITS OF 15% BY VOLUME DOUBLE HARDWOOD MULCH, 55% BY VOLUME WASHED SHARED SAND(AS7MC33), 15% BY VOLUME TOPSOIL, 15% BY VOLUME COMPOST. Sand shall be coarse, sharp sand and shall not be contractor building sand. �. Topsoil shall be weed free, high in organic content and shall contain less / than 30% clay. All material shall be locally obtained. A commercially obtained soil may be substituted as long as /t meets the requirements stated above and the material within the mix has been locally obtained. Contractor shall submit a 0.5/b. sample for approval and ceniCcation of composition from an independent testing laboratory. Soil shall have an infiltration rate of no less than 1.5"per hour. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 5� y � AMERICAN pE STRUCTUREPOINT ` INC. 72608hadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317.543.0270 www.structumpoiM.com HOME PLACE HOUSING - IEAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q�'a�JG�Oe, PR �G O� CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION I DATE 1 TAC COMMENTS log/10/201 0' 30' 60' Project Number 2016.00348 SCALE: 1"=30' LANDSCAPE PLAN 01 LANDSCAPE PLAN FIL E 1_100 Scale: 1"=30'■ l O JuN 1.� ole L GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO BEGINNING WORK, CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTIUTIES ASSOCIATED WITH WORK. UTILITIES SHALL BE REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR OPERATING AUTHORITY AT NO ADDITIONAL COST. 2. AMINIMUM OF 4" OF TOPSOIL (§ TOPSOIL, J MULCH AND SOIL CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM SUBSOIL, VEGETATION, WEEDS OR ANY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1', REMOVE ANY UNSUITABLE AND EXCESS TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE. FURNISH ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. ADDED TOPSOIL SHALL BE INCORPORATED INTO EXISTING SOIL. 3, RAIN GARDENS SHALL RECEIVE 12'OF AMENDED TOPSOIL. SEE RAINGARDEN PLUG SCHEDULE FOR SOIL MIX AND INSTRUCTIONS. 4. IN CASE OF DISCREPANCIES BETWEEN THE PIAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 5. ALL PLANTING BEDS SHALL HAVE A T THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE -EMERGENT HERBICIDE APPLIED AS PER MANUFACTURERS RECOMMENDATION, AFTER INSTALLATION IS COMPLETE. 6. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETYAND SIZE OF TREE. 7. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PUNTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 8. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK 2004 EDmON, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 9. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 10. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 11. ALL DISTURBED LAWN AREAS SHALL BE HYDRO -SEEDED OR SODDED AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS. 12. LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY HYDRO -SEED OR SOD WORK. 13. ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. HYDRO -SEED AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE. 14. PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH UNIFORMLY ATA MINIMUM RATE OF 2 TONS PER ACRE TO FORM A CONTINUOUS BLANKET 17' INCHES IN LOOSE THICKNESS OVER SEEDED AREAS, LANDSCAPELEGEND DECIDUOUS SHADE TREE EVERGREEN TREE 00 SHRUBS AND ORNAMENTAL GRASSES O MULCH SED/TREE RING (DOUBLE -SHREDDED HARDWOOD BARK MULCH) - SPADE EDGE SEE DETAIL ON SHEET 1_101 KEYNOTES 7. EXISTINGTREETOBEPROTECTEO (AS REFERENCED ON SHEET C110) HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 5� y � AMERICAN pE STRUCTUREPOINT ` INC. 72608hadeland Station I Indianapolis, Indiana 46256 TEL 317.547.55801 FAX 317.543.0270 www.structumpoiM.com HOME PLACE HOUSING - IEAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 Q�'a�JG�Oe, PR �G O� CERTIFIED BY ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. I DESCRIPTION I DATE 1 TAC COMMENTS log/10/201 0' 30' 60' Project Number 2016.00348 SCALE: 1"=30' LANDSCAPE PLAN 01 LANDSCAPE PLAN FIL E 1_100 Scale: 1"=30'■ l O JuN 1.� ole L LAWN AREA I . PLANTING OR MULCHED AREA NOTE MULCH AS SPECIFIED SPADE EDGE DETAIL SHALL BE USED AT ALL LAWN EDGES & AT EDGES OF MULCHED AREAS (FOR VERTICAL EDGE CONTAINMENT) EXISTING GRADE OR I Ile GRADE OF PLANTING AREA v f NOTE: I SPADE EDGE SHALL CREATE CLEAN SEPARATION BETWEEN AREAS; AND SHALL CREATE _. SMOOTH & EVEN LINES (AS INDICATED ON THE PLANS) 12"U.N.O. SPADE EDGE— PLANTING PROCEDURE //��GROUNDCOVER (PER PLAN) ROW SPACING 1, S" MULCH LAYER (AS SPECIFIED) PLANTING SOIL MIX (AS SPECIFIED) FINISH GRADE SLOPE ------------- ----- (V -•--CULTIVATED SOIL ---- I \ -----UNDISTURBED SOIL ----- NOTE BREAKTHROUGH ANY EXISTING "HARD -PAM' AND REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION AND POSITIVE DRAINAGE. 1. LAYOUT BED AND OUTLINE WITH SPADE EDGE, PLACE SOIL FROM SPADE EDGE WITHIN BED, 2. ROTOTILL BED TO 12" DEPTH. SPREAD 4" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL PLANTING SOIL MIX INTO TOP OF BED. 3. INSTALL PLANTS, MULCH AND WATER THOROUGHLY. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 04 PERENNIAL PLANTING DETAIL L101 SCALE:NTS ct'd burlap. $o k {tlt using existing so;% Nato' thoroughly to eilminote Qi, pocx0b, — .Add 1-2 whas of hordwood mulch. Keep k*-aslch 3 inches irGtC :rani. w w r 02 SHRUB PLANTING DETAIL L101 SCALE: NTS . Rc ..�Q,e mark +wap if necesscey. $smovc of! r ve baskets, *.-rineaed bodap, tree !s ;n file hole, rcnlov^ 6ofra:n of basket _..,.,e. 00��`.a. rvlfrk>g !+o.kzo.fiaAy AHe:• frae ks v file mole reel rvc fess? o; basket < CON ,.errmily. , t� Y. ,. �Q Eo- .�. �- - 8cxkfi : usiey existing sot( Line. �iµer Iharougnly to s,Alnlnale an pockets. ` 4 n ok t tj Keep auk' 3' ,cines SYC l] Irrfryk. Remove toga and 106els. Prune only dead or broken branches or double leaders. Remove excess soil to.kicate and expose r— roofers, Root flare should lio 1 2 inches above finish grade, Finish grode. Remove rags and loceis. Prone only dead or broken tranches a' double. locale's. Stoke tree if necessary. Rennove excess soil to locate and expose feet Aare. Root flare should be 1-2 inches above finish grade Finish grodo. HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 ." AMERICAN STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structu repoint.com HOME PLACE HOUSING EAST 105TH STREET & MCPHERSON STREET CARMEL, INDIANA 46248 ISSUANCE INDEX DATE: 03/17/2017 PROJECT PHASE: REVISION SCHEDULE NO. DESCRIPTION DATE 1 TAC COMMENTS 05/10/201 Project Number 2016.00348 LANDSCAPE DETAILS 05 SPADE EDGE DETAIL 03 TREE PRESERVATION FENCE DETAIL 01 TREE PLANTING DETAILS " L101 SCALE: NTS L107 SCALE: NTS L701 SCALE: NTS 'U"?� L101