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Development Plans_01-18-18
DEVELOPMENT PLANS LOCATION MAP SOILS MAP NOT TO SCALE FOR LEAFSPRING SCHOOL 14590 CHERRY TREE ROAD DESCRIPTION SHEET No. TITLE SHEET C001 GENERAL NOTES C002 SPECIFICATIONS C003-CO04 0. C100 DEMOLITION PLAN C110 MmA C200 GRADING PLAN 22= x0081 MmB2 C400 STORM SEWER PLAN AND PROFILES C410 �,t ^ C500 MmA C510 EROSION CONTROL DETAILS 8 SITE DETAILS C600 -C604 LANDSCAPE PLAN MmA Miami Silt Loam, 0 to 2 percent slopes r�c��trlrtll� Z� AE MmB2 Miami Silt Loam, 2 to 6 percent slopes, eroded CONTACTS SOILS MAP NOT TO SCALE FOR LEAFSPRING SCHOOL 14590 CHERRY TREE ROAD FEMA MAP NOT TO SCALE CARMEL,, IN 46062 f U 0 J 0 U Cn 146th Street E 0 U PROJECT LOCATION cr) VICINITY MAP I�Nlt�li>�YiL��� LEGAL DESCRIPTION Part of the West half of the Northeast Quarter of Section 22 Township 18 North Range 4 East, Hamilton County, Indiana, and being more particularly described as follows: Beginning at the Northeast corner of said Half Quarter section; thence South 0 degrees 31 minutes 58 seconds west along the east line of said half quarter section 333.70 feet; thence North 59 degrees 33 minutes 29 seconds west 642.78 feet to the centerline of CHerry Tree Road; thence North 37 degrees 29 minutes 49 seconds East along said centerline 414.33 feet to its intersection with the North line of said half quarter section; thence or 90 degrees 00 minutes 00 seconds East along said North line 393.66 feet to the point of beginning. PLANS PREPARED FOR: RAINBOW STATION CONTACT: STEVE RAMOS 10408 OLIO ROAD FISHERS, IN 46040 317-401-3800 PLANS PREPARED BY: AMERICAN 7260 SHADELAND STATION , IN6256-3957 ■ STRUCTUREPOINT TEL 317.5D417.55 0 FAX 31 .543 0270 INC. www.structurepoint.com INDEX DESCRIPTION SHEET No. TITLE SHEET C001 GENERAL NOTES C002 SPECIFICATIONS C003-CO04 0. C100 DEMOLITION PLAN C110 SITE PLAN C200 GRADING PLAN 22= x0081 UTILITY PLAN C400 STORM SEWER PLAN AND PROFILES C410 EROSION CONTROL PLAN C500 STORMWATER POLLUTION PREVENTION PLAN C510 EROSION CONTROL DETAILS 8 SITE DETAILS C600 -C604 LANDSCAPE PLAN C700 LANDSCAPE DETAILS r�c��trlrtll� Z� AE PHOTOMETRIC PLAN E101 UTILITY CONTACTS 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, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITY COMPANY CONTACT PHONE NO. ELECTRIC DUKE ENERGY TRENT GODSY (317) 896-6711 PROJECT SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 LOCATION 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 STORM SEWER CITY OF CARMEL ENG. DEPT. JOHN THOMAS (317) 776-8495 TELEPHONE AT&T STEVE KREBS (317) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 WATER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 — INDIANA UNDERGROUND — FEMA MAP NOT TO SCALE CARMEL,, IN 46062 f U 0 J 0 U Cn 146th Street E 0 U PROJECT LOCATION cr) VICINITY MAP I�Nlt�li>�YiL��� LEGAL DESCRIPTION Part of the West half of the Northeast Quarter of Section 22 Township 18 North Range 4 East, Hamilton County, Indiana, and being more particularly described as follows: Beginning at the Northeast corner of said Half Quarter section; thence South 0 degrees 31 minutes 58 seconds west along the east line of said half quarter section 333.70 feet; thence North 59 degrees 33 minutes 29 seconds west 642.78 feet to the centerline of CHerry Tree Road; thence North 37 degrees 29 minutes 49 seconds East along said centerline 414.33 feet to its intersection with the North line of said half quarter section; thence or 90 degrees 00 minutes 00 seconds East along said North line 393.66 feet to the point of beginning. PLANS PREPARED FOR: RAINBOW STATION CONTACT: STEVE RAMOS 10408 OLIO ROAD FISHERS, IN 46040 317-401-3800 PLANS PREPARED BY: AMERICAN 7260 SHADELAND STATION , IN6256-3957 ■ STRUCTUREPOINT TEL 317.5D417.55 0 FAX 31 .543 0270 INC. www.structurepoint.com INDEX DESCRIPTION SHEET No. TITLE SHEET C001 GENERAL NOTES C002 SPECIFICATIONS C003-CO04 EXISTING TOPOGRAPHY C100 DEMOLITION PLAN C110 SITE PLAN C200 GRADING PLAN C300 UTILITY PLAN C400 STORM SEWER PLAN AND PROFILES C410 EROSION CONTROL PLAN C500 STORMWATER POLLUTION PREVENTION PLAN C510 EROSION CONTROL DETAILS C520-0521 SITE DETAILS C600 -C604 LANDSCAPE PLAN C700 LANDSCAPE DETAILS C701 PHOTOMETRIC PLAN E101 UTILITY CONTACTS 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, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITY COMPANY CONTACT PHONE NO. ELECTRIC DUKE ENERGY TRENT GODSY (317) 896-6711 GAS VECTREN JOANIE CLARK (317) 776-5532 SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 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 STORM SEWER CITY OF CARMEL ENG. DEPT. JOHN THOMAS (317) 776-8495 TELEPHONE AT&T STEVE KREBS (317) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 WATER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 — INDIANA UNDERGROUND — NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. TOTAL SITE DISTURBANCE : 3.21 AC CURRENT ZONING : S1 PROPOSED ZONING : S1 ACCESSORY BUILDING SETBACK : N/A OWNERS AUTHORITY: DESIGN ENGINEER: RAINBOW STATION AMERICAN STRUCTUREPOINT, INC. STEVE RAMOS GENE A. BEIERMANN, PE GENERAL NOTES: 10408 OLIO ROAD 7260 SHADELAND STATION 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE FISHERS, IN 46040 INDIANAPOLIS, IN 46256 PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 317.401.3800 317.547.5580 SRAMOSORAINBOWSTATIONINDY.ORG GBEIERMANNOSTRUCTUREPOINT.COM 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. UTILITY CONTACTS 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, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITY COMPANY CONTACT PHONE NO. ELECTRIC DUKE ENERGY TRENT GODSY (317) 896-6711 GAS VECTREN JOANIE CLARK (317) 776-5532 SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 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 STORM SEWER CITY OF CARMEL ENG. DEPT. JOHN THOMAS (317) 776-8495 TELEPHONE AT&T STEVE KREBS (317) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 WATER CITY OF CARMEL UTILITIES JOHN DUFFY (317) 571-2634 — INDIANA UNDERGROUND — AMERICAN ■ STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com LEAFSPRING SCHOO 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY I ISSUANCE INDEX I DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 TITLE SHEET GENERAL NOTES 1. ALL WORK TO CONFORM TO 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 DEMOUTION AND CONSTRUCTION. 4. ALL UTILITY 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: 2017.02132 DATED: 10/16/17 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 IYS DRIP UNE. NO CONSTRUCTION EQUIPMENT, MATERIALS OR DEBRIS SHALL BE LOCATED WITHIN TREE PROTECTION BOUNDARIES. NO DEMOUTION 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. DEMOUSH 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 DEMOUTION 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 FACIUTIES 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 UTIUTIES 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. DEMOUTION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMS INDICATED ON THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEW CONSTRUCTION. 16. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING DEMOUTION. 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 ONES, 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. PROVIDE A NEAT CUT WHICH IS TRUE IN AUGNMENT. 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 WITH 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 UTIUTY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTIUTY CONTRACTORS AND/OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 3. THE CONTRACTOR SHALL NOTIFY ALL UTIUTY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY IF ANY UTIUTIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH), SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVER EXISTING UTIUTIES, 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 15 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 UNES SHALL BE BACKFILLED COMPLETELY WITH 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 UTIUTY 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 UTIUTY COMPANY SO A REPRESENTATIVE OF THAT UTIUTY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATIONS OF UTIUTIES 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. 5. ALL UTIUTY MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL STANDARDS FOR EACH UTIUTY AGENCY HAVING JURISDICTION. 6. TRENCHES FOR ALL UTILITY LINES SHALL BE BACKFILLED COMPLETELY WITH SELECT GRANULAR MATERIAL IF THE TOP OF THE TRENCH IS WITHIN 5 FEET OF PAVEMENT. 7. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTIUTIES AND CONDUITS TO AVOID CONFUCTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL BENDS WITH THRUST BLOCKS REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. S. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES AND STORM DRAINS, THE CONTRACTOR SHALL EITHER ADJUST THE WATER UNE DOWNWARD IN SUCH A MANNER SO THAT THE PIPE MANUFACTURER'S RECOMMENDATIONS ON PIPE DEFLECTION AND JOINT STRESS ARE NOT EXCEEDED OR THE CONTRACTOR SHALL PROVIDE APPROPRIATE BENDS AND CROSSINGS. 9. ALL COORDINATES AND DIMENSIONS ARE TO THE 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 Al I FMATE 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 WILL MINIMIZE EROSION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 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 S. 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 MAPS (FIRM) FOR HAMILTON COUNTY, IN, MAP NUMBER 18057C0143G & 18057CO231G, DATED NOVEMBER 19, 2017. 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 STABIUZED AS SOON AS POSSIBLE. UN -VEGETATED AREAS THAT ARE SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE MUST BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL ALTERNATIVE MEASURES TO SITE STABILIZATION ARE ACCEPTABLE IF THE PROJECT SITE OWNER OR THEIR REPRESENTATIVE CAN DEMONSTRATE THEY HAVE IMPLEMENTED EROSION AND SEDIMENT CONTROL MEASURES ADEQUATE TO PREVENT SEDIMENT DISCHARGE. 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 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. 15. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. EXISTING LEGEND ® AIR CONDITIONER TO TELEPHONE HANDHOLE ® BUSH INFORMATION ABOUT SOIL TELEPHONE PEDESTAL ® CURB INLET ®33 TRANSFORMER SHALL REFER COMBINATION POLE IB GJ TREE ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE TRAFFIC PEDESTAL m ELECTRIC METER BOX TV PEDESTAL FIRE HYDRANT WELL H- GUY WIRE V HOSE BIB DQ WATER VALVE m MAILBOX ¢ YARD LIGHT PINE ohe OVERHEAD ELECTRIC LINE • POST otr OVERHEAD TRAFFIC LINE SIGN to TOP OF RIM ELEVATION inv INVERT ELEVATION STUMP rcp REINFORCED CONCRETE PIPE 0 RIGHT OF WAY MONUMENT BENCHMARK DATA NAVD '88 OPUS SOLUTION FILE #17-83942840 ASI BASE #100 ELEV:793.05 ASI TBM #1 CHISELED 'X" ON ENE BOLT OF FIRE HYDRANT; WEST SIDE CHERRY TREE ROAD AT SOUTH LINE OF RES #14565. ELEV: 805.79 ASI TBM #2 CHISELED 'X' ON WNW BOLT OF FIRE HYDRANT; SOUTH SIDE OF 146th STREET AT WEST UNE OF LEGACY SUBDIVISION. ELEV: 795.51 GEOTECHNICAL & 1. CONTRACTOR ENVIRONMENTAL SHALL REFER TO NOTE: 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. 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. TUE 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 - • . AMERICAN 0■ STRUCTUREPOINT ■. INC. 7260 Shadeland Safi on I l ndianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 GENERAL NOTES C002 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 TUE SITE IN ITS CURRENT STATE AND SHALL REMOVE ALL TRASH, RUBBISH, AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. 5. 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, FACILITIES, 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) SOILS: 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 C. EXECUTION 1. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPING FACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND OTHER COUPLINGS ACCORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS. 2. WHEN INSTAWNG 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 NTH 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. S. CONTRACTOR TO INSPECT INTERIOR OF PIPING AND MANHOLES FOR DEFECTS. DEFECTS REQUIRING CORRECTION INCLUDE THE FOLLOWING: i. ALIGNMENT: LESS THAN FULL DIAMETER OF INSIDE OF PIPE IS VISIBLE BETWEEN STRUCTURES. ii. DEFLECTION: FLEXIBLE PIPING WITH DEFLECTION THAT PREVENTS PASSAGE OF BALL OR CYLINDER OF SIZE NOT LESS THAN 92.5 PERCENT OF PIPING DIAMETER. iii. DAMAGE: CRUSHED, BROKEN, CRACKED, OR OTHERWSE DAMAGED PIPING. Iv. 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 HAVING JURISDICTION, UNI -B-6, AND THE FOLLOWING: i. EXCEPTION: PIPING WITH SOILTIGHT JOINTS UNLESS REQUIRED BY AUTHORITIES HAVING JURISDICTION. II. 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. DEMOLITION: A. GENERAL THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE, ALL EXISTING STRUCTURES, FENCES, CONCRETE AND PAVEMENT ON SITE. UNLESS NOTED TO REMAIN ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 1. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR B. SUMMARY ABANDONED IN PLACE. DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED BY OWNER UNLESS PERMISSION THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: IS GRANTED. NOTIFY OWNER AT LEAST TWO DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. 1. ASPHALT PARKING LOT. 2. MISCELLANEOUS CONCRETE, STORM SEWER, PLANT MATERIAL, UNDERGROUND CONDUITS, SITE LIGHTS, ETC., 2. REMOVE OBSTRUCTIONS, TREES, SHRUBS, AND OTHER VEGETATION AS REQUIRED FOR NEW CONSTRUCTION. STRIP LOCATED ON SITE. 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 C. SUBMITTALS STOCKPILES TO DRAIN SURFACE WATER. SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION 1 SPECIFICATION SECTIONS. 3. REMOVE EXISTING ABOVE AND BELOW -GRADE IMPROVEMENTS AS INDICATED AND NECESSARY TO FACILITATE NEW 1. A PROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, CAPPING, AND CONTINUATION OF CONSTRUCTION. UTILITY SERVICES AS REQUIRED. 2. PROVIDE A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND REMOVAL WORK TO BE 4. PROTECT SUBGRADES AND FOUNDATION SOILS FROM FREEZING TEMPERATURES, FROST, AND PONDING WATER. COMPLETED. 5. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FOR ALL STRUCTURES, WALKS, PAVEMENTS, AND UTILITY TRENCHES. 6. CONTRACTOR SHALL FURNISH AND OPERATE ALL DEWATERING MEASURES REQUIRED TO FACILITATE NEW CONSTRUCTION AND IN ACCORDANCE WTH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 6. PROOF ROLL SUBGRADE BELOW BUILDING PAVEMENTS NTH 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. B. 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 95 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-1557 (MODIFIED PROCTOR DENSITY). COMPACT ALL FILL MATERIALS BELOW TURF OR UNPAVED AREAS TO 85 PERCENT OF THE MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D-1557 (MODIFIED PROCTOR DENSITY). ALL FILL MATERIALS TO BE COMPACTED IN MAXIMUM 8 -INCH LIFTS. 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: i. TURF OR UNPAVED AREAS: PLUS OR MINUS 1 INCH IL WALKS: PLUS OR MINUS 1/2 INCH. iii. PAVEMENTS: PLUS OR MINUS 1/2 INCH Iv. INSIDE BUILDING LINES: FINISH SUBGRADE TO A TOLERANCE OF J INCH WHEN TESTED WITH A 10 -FOOT STRAIGHTEDGE. 12. QUALITY CONTROL: QUALIFIED GEOTECHNICAL ENGINEER TO BE ENGAGED AS TESTING AGENCY AS DIRECTED BY OWNER. 13. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED, SETTLED, OR WHERE THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR WEATHER STORM SEWER: A. GENERAL 1. STORM SEWER INCLUDES ALL PIPES, FITTINGS, MANHOLES, CLEANOUTS, TRANSITION COUPLINGS, CATCH BASINS, INLETS, END SECTIONS, AND OUTLETS. 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 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, TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS. PE DRAINAGE PIPE AND FITTINGS NPS 12 TO NPS 60, AASHTO M 294M, TYPE S. WITH SMOOTH WATERWAY FOR COUPLING JOINTS. 2. PVC PIPE AND FITTINGS: PIPE: ASTM F 949, PVC, OR ASTM 0-3034, F-1336, F-679, 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 WTH BELL AND SPIGOT ENDS AND GASKETED JOINTS WITH ASTM C 443 RUBBER GASKETS. PIPE TO BE CLASS III 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 A112.36.21A 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. B. 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 INDICATED ON DRAWINGS. PIPE CONNECTORS SHOULD BE PROVIDED TO MEET ASTM C293, RESILIENT, OF SIZE REQUIRED, FOR EACH PIPE CONNECTING TO THE BASE SECTION. 7. CONCRETE: CAST -IN-PLACE CONCRETE ACCORDING TO ACI 318 AND ACI 350/35OR AND IN ACCORDANCE WITH THE FOLLOWING: 1. CEMENT: ASTM C 150, TYPE III U. FINE AGGREGATE: ASTM C 33, SAND III. COARSE AGGREGATE: ASTM C 33, CRUSHED GRAVEL iv. WATER: POTABLE B. 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. D. JOB CONDITIONS 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. I. 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 FACIUTIES AND INJURY TO PERSONS. 5. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOUTION OPERATIONS. 6. UTILITY SERVICES: MAINTAIN EXISTING UTIUTIES 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. E. DEMOLITION 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. F. DISPOSAL OF DEMOLISHED MATERIALS 1. GENERAL REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 2. REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF-SITE. WATER REFER TO CITY OF CARMEL CITY UTILITIES WATER SPECIFICATIONS. SANITARY REFER TO CITY OF CARMEL CITY SANITARY SPECIFICATIONS. onAMERICAN 00 STRUCTUREPOINT ■. INC. 7260 Shadeland Safi on I l ndianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www struc[urepoin[ corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SPECIFICATIONS C003 2 a Cn OD Cn Cn Cnw 0 0 a CITY OF CARMEL PAVING POLICY 1)GENERAL A) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, 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 PROPOSED 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 OUTLINED 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. 0) 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 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 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 AGENT(S) THAT MAY BE RETAINED To REPRESENT THE CITY OF CARMEL. n)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 i) 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 i) 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. [[)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 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 5 -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 POLICY 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. n)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. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS COMMENCE. v)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 IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT of THE AGGREGATE BASE. D) EXISTING PAVEMENT i) 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. [[)LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02, 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS. iii) 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 i) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 of THE STANDARD SPECIFICATIONS. n)AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS. iii) 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 i)THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS. [[)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. ii)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)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.05 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 PAVING COURSES 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 SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS. n)HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS. iii) 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 LIMITED TO PRODUCTION, HAULING/TRANSPORTATION, LAYDOWN, COMPACTION 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. VR 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 LIMITS 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 [)THE 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 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE. U)ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES. in) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. iv) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 405 OF THE STANDARD SPECIFICATIONS. v)CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS. vi) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. Vi) 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 [)HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 457 (7'C) 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. iRNO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE. in) 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 COURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVED 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 4C(A 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 FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACED ON 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 WEATHERS AND/OR THE CONDITION of SUBGRADE AND/OR THE AGGREGATE BASE MAY RESULT IN SUBSTANDARD AN HMA PLACEMENT, SPREADING AND FINISHING. 0) SPREADING AND FINISHING i) FMA 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. [[)SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATED OR FLUSHED OR BLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED. iii) 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 REMOVED AND REPLACED. E) JOINTS I) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS. F) COMPACTION I) 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. [[)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 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 POLICY. 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 PORTION 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 COURSES 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 COURSE 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 OBLIGATIONS 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 APPROVED 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 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 REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH 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. I) 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. 5) 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 PROVIDED 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 POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, 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 POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY. C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2005 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) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING 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 POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN: o) 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. n)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. L)AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT -OF -WAV 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 DETAILS. 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 LIMITS of THE CITY OF CARMEL. O) 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 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. [1)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 WITH SECTION 203 of THE STANDARD SPECIFICATIONS. ni) 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 POLICY AND ONLY AFTER 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. 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 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 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 PROOFROLL, 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 i) 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. n)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 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 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. [[)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 SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT. ii)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)THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS. ili) 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 CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED. 4) CONCRETE CURB 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. [[)CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBING DETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS. Hi) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS. HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BE CONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. iv) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, 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/DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 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 i)THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.25 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITH SECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING. n)ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING. C) WEATHER AND SEASONAL LIMITATIONS I)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 50'F 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. n)NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE. 111) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30. IV) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(1) 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 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BE PLACED 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. vi) 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 [)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. [[)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. iii) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(8) of THE STANDARD SPECIFICATIONS. iv) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B) OF THE STANDARD SPECIFICATIONS. E) JOINTS [)JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 505.04(E) OF THE STANDARD SPECIFICATIONS. n)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 LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTS MAY BE SAWED OR TOOLED TO A MINIMUM DEPTH OF i1/ -INCH. iii) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50 -FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND ENO 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 i) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 505.04(F) OF THE STANDARD SPECIFICATIONS. ii)CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP -FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANY FORMS ARE REMOVED. ili) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 5 -DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING. G) BACKFILLING i)THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 505.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEER IN ACCORDANCE WITH SECTION 5 OF THIS POLICY. [[)BACKFILLING OPERATIONS SHALL BE COMPLETED 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 POLICY. 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 BACKFILLING 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. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE 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 STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS. G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS 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 APPROVED 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, 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 REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE. 1) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH 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 ESTABLISH THE EXTENDED BONDING REQUIREMENT. No MWO AMERICAN ■ STRUCTUREPOINT ■ No INC. 0 7260Shadeland Station I Indianapolis, Indiana46256 TEL 317 547 5580 1 FAX 317 543 0270 www stmc[urepoin[ com LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SPECIFICATIONS C004 exist curb inlet tr .32 Inv( ),793.92 I I a °!II exist curb Inlet c 7 W .49 inv(w): 793.09 ,y Inv(n): 792.99 911 �b�conc median �"ir '(t existing property line // /♦ /I "I i wood s} Of yo I INO Ak IN // ♦ ,,� ' // / /'+ Leg "I ,�0 \ N ri Line, ''`W Y2, N Y4 222, T`r8N,^�4E N°h c. exist drainage mh exist curb inlet \ h^ \ ^ I tr: 794.58 tr: 794.22 e6h +^°^. buried under path inv(w): 790.82 \\ + m 2' rcp + _ 12' ^9 ptiL \\ r h \ p°2:usting link `cp ^° 1 zzINOr property Ir 799.31 795.16 IN '�I '-; - aNe R/W from centerline' n v(sw): 9T To9e Rd.;.Neither of ve In v(se): 794.41 Na b n A It d °+ exist drainage mh g a I x\a. fir : 796.38 / / Inv(sw): 790.58 Inv(nw): 790.53 // J'tra/ 000 °/% / 1,1 ' ',/, �J - �9° �hetr 8'r A` IN i fir 798 49 // IN / + o, IN '9 inv(nw): 794.94 // IN I ANN W Is c -__.796-" s / i / i ,i0�oytrX. exist curb inlet tr .32 Inv( ),793.92 I I a °!II exist curb Inlet c 7 W .49 inv(w): 793.09 ,y Inv(n): 792.99 911 �b�conc median �"ir '(t existing property line // /♦ /I "I i wood s} Of yo I INO Ak IN + OIN e ry,o + +0 'p \____,_- +6 60 S� -------- 9ry 804____*w°o- + +0� + IN i, r 806 +-` - Lw 47 existing property line \¢.. 80 + i;i ia` round coVer�; 8011'___` I, ( \ -g0 at curb inlet / N 6, (n): 796.48 hry +°o 13 *(woodsy ------------------ 'i - t------ he 0° o^Ory ° +hexisting property line +qo"n, / ,00r O° Q0` cp J\��Ca C, moo' w' ch exist curb inlet _ II tc 797.90 nv(s): 794.20a III 111 . In (6"cont curb)9 1 St'yE__EC y+exist curb inlet b 7g6 ^^ t drainage ' h 99'nv((n) 779 .60-- 9 j/ �, to V(e;793 38 _ _ " .- 0 tr'7o7 Rn _ e' '�- - + ^'+ +ae g7 vs:79360 �� 1w `iy` 793.28 ver� lotv IN "Cil rb 1 $ 9 o I 9 (�agprl W� U IN �9 rNIII _ - - - _ _ _ ___ "_______________, o Bot - o _ -- " _ __ 7 -♦_ 90_______ _ _ ____4 __ - w / µ ____801 8 _ � ___-�� 9 800799 '' � _ _ _ _ _ / o o � -� (� ° a a e ilN te IN' w IN dir It" + +^°°' + + gory\ i Po e' + v 9+ IN 11, ^° °qu + a, : (grass) O IN 0 / ° t IN 9^ by + ^°oc 9 oy. (woods) / I + 99 k +Dr rIN/ P (cbnc) 0 4C 6' 'roti' r +^°w,ye frame born +' L (grass) \ IN bldg ht -18.5'It Fx D,a^ 1,248 Sq Ft tr'or i ✓I IN iaw e°tr s° 406' IN \'s ° z oa d ve o 0 2 ° 3' e h" 0O a 'l so- a o yti of a°. ^9 r ^°+°µh°tr +hbtr^0 c °c� + m +° (`post w/bird Hlause' �D q ri, ^4994°0..± a°�3'- tyeWhame htil7se +a°,vxh v� h^ m/ \\ + t:, d' + bldg hk o23.8' o finish 6f8 r nor -8( 1 + °`. 1 1,64'°Sq Ft m°h' j ,�I + past w/elec box)) 1t, - -__�, + / ^7. 1, p4^, rhis I h ® +" ; a +° + +° 1 +a ..IN o Is \' 06 Cy ( Cey I; -- fb ;+ IF 9F' 1 - / IN / % ^9o'yh 1 h +o / /" 10' Utility & Drainage Adjoiner Easement Ahmad R. Saltagi Inst. No. 87-4335 & Khadija Kholof Inst. No. 2015007266 ------------- e Sm° Ca yam "(post w/birdhouse ^°)! " x IN (woods) :/ m + ron - +^i I --'r---1----- -tin-------- Try oo S ^9 293 existing property hne f +9}+^9ry // ♦ ,,� ' // / /'+ SCALE: 1"=30' ` 0tote: R/W for 146th Streik & 4erry Tree baN�°d +a9� bas0d.4 EXISTING LEGEND found monuments o,\.,o°o°' >� The deed one IS, exist drainage mh .iv<_" ♦ - `4' (�tOge+h 87005 grants a 40' R/W from Ir 799.31 795.16 // ¢ `k� ' / // D ♦ '�I '-; - aNe R/W from centerline' n v(sw): n r� To9e Rd.;.Neither of which match In v(se): 794.41 i b ry In v(n e): 79246 eO ♦ k M1 - a exist curb inlet / +° ,,,ggg6/ b ---799'\/ r^9q0 i i �J - �9° IN fir 798 49 // / //+0_�po 0°'�' q°'1' + inv(nw): 794.94 // j° i' FIRE HYDRANT WELLEDESTAL �0 2 se ININ E- GUY WIRE Iff hb Ao O ryb tu� / 0°ryo-1 00'1' } / / '\-800- 0 / Z° � !+ ohs/ �__ � _--"_',_/', �■ c O �� e k I +� (cord, sae .. • POST otr OVERHEAD TRAFFIC LINE O AMERICAN Board of Commissionerse�aex¢6�- IN IN SIGN to TOP OF RIM ELEVATION inv INVERT ELEVATION STRUCTUREPOINT Inst. No. 2000-48245 oti STUMP REINFORCED CONCRETE PIPEr. ■■ +�� R/W Parcel CT23 / -'o`- .ao5�`-% �g?'F +°;'efol t INC. + OIN e ry,o + +0 'p \____,_- +6 60 S� -------- 9ry 804____*w°o- + +0� + IN i, r 806 +-` - Lw 47 existing property line \¢.. 80 + i;i ia` round coVer�; 8011'___` I, ( \ -g0 at curb inlet / N 6, (n): 796.48 hry +°o 13 *(woodsy ------------------ 'i - t------ he 0° o^Ory ° +hexisting property line +qo"n, / ,00r O° Q0` cp J\��Ca C, moo' w' ch exist curb inlet _ II tc 797.90 nv(s): 794.20a III 111 . In (6"cont curb)9 1 St'yE__EC y+exist curb inlet b 7g6 ^^ t drainage ' h 99'nv((n) 779 .60-- 9 j/ �, to V(e;793 38 _ _ " .- 0 tr'7o7 Rn _ e' '�- - + ^'+ +ae g7 vs:79360 �� 1w `iy` 793.28 ver� lotv IN "Cil rb 1 $ 9 o I 9 (�agprl W� U IN �9 rNIII _ - - - _ _ _ ___ "_______________, o Bot - o _ -- " _ __ 7 -♦_ 90_______ _ _ ____4 __ - w / µ ____801 8 _ � ___-�� 9 800799 '' � _ _ _ _ _ / o o � -� (� ° a a e ilN te IN' w IN dir It" + +^°°' + + gory\ i Po e' + v 9+ IN 11, ^° °qu + a, : (grass) O IN 0 / ° t IN 9^ by + ^°oc 9 oy. (woods) / I + 99 k +Dr rIN/ P (cbnc) 0 4C 6' 'roti' r +^°w,ye frame born +' L (grass) \ IN bldg ht -18.5'It Fx D,a^ 1,248 Sq Ft tr'or i ✓I IN iaw e°tr s° 406' IN \'s ° z oa d ve o 0 2 ° 3' e h" 0O a 'l so- a o yti of a°. ^9 r ^°+°µh°tr +hbtr^0 c °c� + m +° (`post w/bird Hlause' �D q ri, ^4994°0..± a°�3'- tyeWhame htil7se +a°,vxh v� h^ m/ \\ + t:, d' + bldg hk o23.8' o finish 6f8 r nor -8( 1 + °`. 1 1,64'°Sq Ft m°h' j ,�I + past w/elec box)) 1t, - -__�, + / ^7. 1, p4^, rhis I h ® +" ; a +° + +° 1 +a ..IN o Is \' 06 Cy ( Cey I; -- fb ;+ IF 9F' 1 - / IN / % ^9o'yh 1 h +o / /" 10' Utility & Drainage Adjoiner Easement Ahmad R. Saltagi Inst. No. 87-4335 & Khadija Kholof Inst. No. 2015007266 ------------- e Sm° Ca yam "(post w/birdhouse ^°)! " x IN (woods) :/ m + ron - +^i I --'r---1----- -tin-------- Try oo S ^9 293 existing property hne f +9}+^9ry 0' (&30, 60' SCALE: 1"=30' ` 0tote: R/W for 146th Streik & 4erry Tree baN�°d +a9� bas0d.4 EXISTING LEGEND found monuments o,\.,o°o°' >� The deed one IS, recorded ;as Instrument No. ® AIR CONDITIONER ® TELEPHONE HANDHOLE 87005 grants a 40' R/W from fRe,_Fenterllne for 146IN St and a 30' R/W from centerline' -for Cherry To9e Rd.;.Neither of which match existing marr46%men +n4Y dPcds. ry FN be 8' ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE a + o Ta vp `+ 0°'�' q°'1' + FIRE HYDRANT WELLEDESTAL �0 2 se ININ E- GUY WIRE Iff hb + O ryb 00 0°ryo-1 00'1' } +°O + �■ a. PINE ohe OVERHEAD ELECTRIC LINE .. + OIN e ry,o + +0 'p \____,_- +6 60 S� -------- 9ry 804____*w°o- + +0� + IN i, r 806 +-` - Lw 47 existing property line \¢.. 80 + i;i ia` round coVer�; 8011'___` I, ( \ -g0 at curb inlet / N 6, (n): 796.48 hry +°o 13 *(woodsy ------------------ 'i - t------ he 0° o^Ory ° +hexisting property line +qo"n, / ,00r O° Q0` cp J\��Ca C, moo' w' ch exist curb inlet _ II tc 797.90 nv(s): 794.20a III 111 . In (6"cont curb)9 1 St'yE__EC y+exist curb inlet b 7g6 ^^ t drainage ' h 99'nv((n) 779 .60-- 9 j/ �, to V(e;793 38 _ _ " .- 0 tr'7o7 Rn _ e' '�- - + ^'+ +ae g7 vs:79360 �� 1w `iy` 793.28 ver� lotv IN "Cil rb 1 $ 9 o I 9 (�agprl W� U IN �9 rNIII _ - - - _ _ _ ___ "_______________, o Bot - o _ -- " _ __ 7 -♦_ 90_______ _ _ ____4 __ - w / µ ____801 8 _ � ___-�� 9 800799 '' � _ _ _ _ _ / o o � -� (� ° a a e ilN te IN' w IN dir It" + +^°°' + + gory\ i Po e' + v 9+ IN 11, ^° °qu + a, : (grass) O IN 0 / ° t IN 9^ by + ^°oc 9 oy. (woods) / I + 99 k +Dr rIN/ P (cbnc) 0 4C 6' 'roti' r +^°w,ye frame born +' L (grass) \ IN bldg ht -18.5'It Fx D,a^ 1,248 Sq Ft tr'or i ✓I IN iaw e°tr s° 406' IN \'s ° z oa d ve o 0 2 ° 3' e h" 0O a 'l so- a o yti of a°. ^9 r ^°+°µh°tr +hbtr^0 c °c� + m +° (`post w/bird Hlause' �D q ri, ^4994°0..± a°�3'- tyeWhame htil7se +a°,vxh v� h^ m/ \\ + t:, d' + bldg hk o23.8' o finish 6f8 r nor -8( 1 + °`. 1 1,64'°Sq Ft m°h' j ,�I + past w/elec box)) 1t, - -__�, + / ^7. 1, p4^, rhis I h ® +" ; a +° + +° 1 +a ..IN o Is \' 06 Cy ( Cey I; -- fb ;+ IF 9F' 1 - / IN / % ^9o'yh 1 h +o / /" 10' Utility & Drainage Adjoiner Easement Ahmad R. Saltagi Inst. No. 87-4335 & Khadija Kholof Inst. No. 2015007266 ------------- e Sm° Ca yam "(post w/birdhouse ^°)! " x IN (woods) :/ m + ron - +^i I --'r---1----- -tin-------- Try oo S ^9 293 existing property hne f +9}+^9ry a Indiana, and being more particularly described as follows: °^ Beginning+ the Northeast comer of said Half Quarter a section; thence South 0 degrees minutes 58 seconds west along the east line of said half lf quarter section second feet; thence North o degrees 33 minutes 29 ry o seconds west thence feet 7 the centerline of s 49 E Tree Road; thence North en degrees 4. minutes 4it E seconds East along said centerline 414.33 feet to its o intersection with the North line of said half quarter U section; thence North 90 degrees 00 minutes 00 seconds -xisting property line East along said North line 393.66 feet to the point of 14590 Cherry Tree Road beginning. Carmel, IN 46062 s + 0 r Q L7 W W W O\ W m 0 = O v ~ Z Q O u WULo �uWia _ 30' D. & U. E. REFERENCED FROM THE i E i PLAT OF SECTION ONE OF THE RIDGE AT THE LEGACY c? existing ry existing property line Ad o J ' exist itary ranPAZsan-- -- tr: 789.49 ez mv(e): 780.31 (per as -built information provided C N by city of carmel utilities. contractor to field verify & notify �, o !engineer If variance exists) w m om m w 0 i 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. 11 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, 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 EMDENCE 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 - CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 EXISTING TOPOGRAPHY C100 0' (&30, 60' SCALE: 1"=30' ` EXISTING LEGEND • ® AIR CONDITIONER ® TELEPHONE HANDHOLE • ® BUSH -a TELEPHONE PEDESTAL IiM1 CURB INLET TRANSFORMER �Z COMBINATION POLE GJ TREE ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE m ELECTRIC METER BOX TRAFFIC PEDESTAL FIRE HYDRANT WELLEDESTAL E- GUY WIRE Iff V HOSE BIB X WATER VALVE m MAILBOX ¢ YARD LIGHT �■ PINE ohe OVERHEAD ELECTRIC LINE .. • POST otr OVERHEAD TRAFFIC LINE O AMERICAN SIGN to TOP OF RIM ELEVATION inv INVERT ELEVATION STRUCTUREPOINT STUMP REINFORCED CONCRETE PIPEr. ■■ top INC. 0 RIGHT OF WAY MONUMENT 0 BENCHMARK DATA 72608hadeland6[ation Indianapolis Indlana46256 TEL 317 547 5580 1 FAX 317543.0270 °NAVD - -^04- - - - -- '88 www dructurepointcom OPUS SOLUTION FILE #17-83942840 eroperty line ASI BASE #100 ELEV:793.05 hoa + direction onl ASI TBM #1 CHISELED X` ON ENE BOLT OF FIRE HYDRANT; WEST SIDE CHERRY TREE ROAD AT SOUTH LINE OF RES #14565. �a°h Ooh ELEV: 805.79 ^°h 12yrcp_________________ ASI TBM #2 or r-rt0`g'9h CHISELED X' ON WNW BOLT OF FIRE HYDRANT; SOUTH SIDE +°° exist drainage mh- OF 146th STREET AT WEST UNE OF LEGACY SUBDIVISION. ---+ tc 793.54 ELEV: 795.51 Inv(e 787.04 in v(e): 787.04 9 Inv(o):788.69 LEGAL DESCRIPTION Part of the West half of the Northeast Quarter of Section 22 Township 18 North Range 4 East, Hamilton County, LEAFSPRING SCHOOL a Indiana, and being more particularly described as follows: °^ Beginning+ the Northeast comer of said Half Quarter a section; thence South 0 degrees minutes 58 seconds west along the east line of said half lf quarter section second feet; thence North o degrees 33 minutes 29 ry o seconds west thence feet 7 the centerline of s 49 E Tree Road; thence North en degrees 4. minutes 4it E seconds East along said centerline 414.33 feet to its o intersection with the North line of said half quarter U section; thence North 90 degrees 00 minutes 00 seconds -xisting property line East along said North line 393.66 feet to the point of 14590 Cherry Tree Road beginning. Carmel, IN 46062 s + 0 r Q L7 W W W O\ W m 0 = O v ~ Z Q O u WULo �uWia _ 30' D. & U. E. REFERENCED FROM THE i E i PLAT OF SECTION ONE OF THE RIDGE AT THE LEGACY c? existing ry existing property line Ad o J ' exist itary ranPAZsan-- -- tr: 789.49 ez mv(e): 780.31 (per as -built information provided C N by city of carmel utilities. contractor to field verify & notify �, o !engineer If variance exists) w m om m w 0 i 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. 11 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, 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 EMDENCE 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 - CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 EXISTING TOPOGRAPHY C100 mvexist curb inlet! to 798.49 // In v(nw): 79/9%/ // se I � 1Fins! 1 `exist curb inlet 0 797.32 inv(s): 793.92 a ° III exist curb inlet + tc 7. ]949 In v(w): 793.09 in v(n): 792.99 (conc median) existing property line 146th Street -_ _- (canc walk) wy (asphalt walk) O' `• >•Y•' �7i O 1 • seses Se 5 (woods) e: 5 for 146th ee rr Tre se found monuments 5 5 5 5 7 The deed of Dedication recorded as Ins rumen No. 8704335 grants a 40' R/W from the centerline for 146th St and a 30' R/W from centerline for Cherry Tree Rd. Neither of which match existing monuments or deeds. -sFy Frame Force bldg at -23.8' finish floor elev 808.1 1,642 Sq Ft UTILITY DEMOLITION LEGEND MnUTY col exist curb inlet property line PAVEMENT TO BE SAWCUT GAS to 79].90 01000010001 EXISTING CURB TO BE REMOVED SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY N rl th Line, W Y2, NE Ys inv(s): 794.20 a DEPT. JOHN THOMAS TELEPHONE ® EXISTING BUILDING TO BE REMOVED �ec. 22, T18N, R4E WATER CITY OF CARMEL UTILITIES JOHN DUFFY Q EXISTING BRUSH TO BE REMOVED exist drainage mh exist curb inlet � tr 794.58to 794.22 W EXISTING CONCRETE AND BASE TO BE W buried under path inv(w): 790.82 existing property line ^2" Fcp F exist curb Inlet tr7g7ny'_ exiet draina e 000000 -z\cp 98.68 I existing property line only - inv(s):793.60 nv(n): 793.38 7O( �Wia \\ in ( :793.28 Cl air a bull (34"chair curb). 12" red iv O KEYNOTES ------------- Tiai wal -----------------------❑ - (asp Wa kJ - - /I \\ exist drainage mh/ mhJ / $ tr inv(sw):790.58 // °he 5 in v(nw): 790.53 i .__4 .... N _ 10 i `/' / i (woods) per ak1w sees soden post) / /i a a/ x o 5 exist drainage mh 9 // // tr 799.31 mv(sw):79a.a6 inv(ser:79246 Wet mvexist curb inlet! to 798.49 // In v(nw): 79/9%/ // se I � 1Fins! 1 `exist curb inlet 0 797.32 inv(s): 793.92 a ° III exist curb inlet + tc 7. ]949 In v(w): 793.09 in v(n): 792.99 (conc median) existing property line 146th Street -_ _- (canc walk) wy (asphalt walk) O' `• >•Y•' �7i O 1 • seses Se 5 (woods) e: 5 for 146th ee rr Tre se found monuments 5 5 5 5 7 The deed of Dedication recorded as Ins rumen No. 8704335 grants a 40' R/W from the centerline for 146th St and a 30' R/W from centerline for Cherry Tree Rd. Neither of which match existing monuments or deeds. -sFy Frame Force bldg at -23.8' finish floor elev 808.1 1,642 Sq Ft DO Q i:i iAi 5 B (post w/birdhouse 9 post w/elec box) (grass) 5 0 Q (post w/birth ouse) W (woods) S S S S d' (- - - -- 'nF (grass) ------------------- - -------- existing property line ® 10' Utility & Drainage existing property line Adjoin ec Easement Ahmad R. Saltagl Inst. No. 87-4335 & Khadija Kholof Inst. No. 2015007256 enJ� °m so E E U 48 E 0' (&30, 60' SCALE: 1"=30' EXISTING LEGEND ® AIR CONDITIONER ® TELEPHONE HANDHOLE ® BUSH -a TELEPHONE PEDESTAL MM CURB INLET �Z TRANSFORMER COMBINATION POLE GJ TREE ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE 93 ELECTRIC METER BOX TRAFFIC PEDESTAL FIRE HYDRANT WELLEDESTAL H- GUY WIRE }F§y HOSE BIB D4 WATER VALVE m MAILBOX ¢ YARD LIGHT PINE one OVERHEAD ELECTRIC LINE • POST stir OVERHEAD TRAFFIC LINE SIGN tr TOP OF RIM ELEVATION p1 inv INVERT ELEVATION STUMP rep REINFORCED CONCRETE PII 0 RIGHT OF WAY MONUMENT BENCHMARK DATA NAVID OPUS SOLUTION FILE #17-83942840 ASI BASE #100 ELEV:793.05 ASI TBM #1 CHISELED 'X' ON ENE BOLT OF FIRE HYDRANT; WEST SIDE CHERRY TREE ROAD AT SOUTH LINE OF RES #14565. ELEV: 805.79 ASI TBM #2 CHISELED "X' ON WNW BOLT OF FIRE HYDRANT; SOUTH SIDE OF 146th STREET AT WEST UNE OF LEGACY SUBDIVISION. ELEV: 795.51 UTILITY DEMOLITION LEGEND MnUTY col exist curb inlet property line PAVEMENT TO BE SAWCUT GAS to 79].90 01000010001 EXISTING CURB TO BE REMOVED SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY STORM SEWER inv(s): 794.20 a DEPT. JOHN THOMAS TELEPHONE ® EXISTING BUILDING TO BE REMOVED STEVE KREBS WATER CITY OF CARMEL UTILITIES JOHN DUFFY Q EXISTING BRUSH TO BE REMOVED N � (6'conc curb) W EXISTING CONCRETE AND BASE TO BE W M Z r0 REMOVED existing property line F exist curb Inlet tr7g7ny'_ exiet draina e 000000 _ _ nv(n): 793.60 98.68 direction only - inv(s):793.60 nv(n): 793.38 7O( �Wia U in ( :793.28 Cl a bull (34"chair curb). 12" red iv O KEYNOTES ------------- Tiai wal -----------------------❑ - (asp Wa kJ - - /I exist drainage mhJ a $ inv(w). 8 w :7a7.o4 nv(e): 787.04 5 mv(n): 788.69 .__4 .... N _ DO Q i:i iAi 5 B (post w/birdhouse 9 post w/elec box) (grass) 5 0 Q (post w/birth ouse) W (woods) S S S S d' (- - - -- 'nF (grass) ------------------- - -------- existing property line ® 10' Utility & Drainage existing property line Adjoin ec Easement Ahmad R. Saltagl Inst. No. 87-4335 & Khadija Kholof Inst. No. 2015007256 enJ� °m so E E U 48 E 0' (&30, 60' SCALE: 1"=30' EXISTING LEGEND ® AIR CONDITIONER ® TELEPHONE HANDHOLE ® BUSH -a TELEPHONE PEDESTAL MM CURB INLET �Z TRANSFORMER COMBINATION POLE GJ TREE ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE 93 ELECTRIC METER BOX TRAFFIC PEDESTAL FIRE HYDRANT WELLEDESTAL H- GUY WIRE }F§y HOSE BIB D4 WATER VALVE m MAILBOX ¢ YARD LIGHT PINE one OVERHEAD ELECTRIC LINE • POST stir OVERHEAD TRAFFIC LINE SIGN tr TOP OF RIM ELEVATION p1 inv INVERT ELEVATION STUMP rep REINFORCED CONCRETE PII 0 RIGHT OF WAY MONUMENT BENCHMARK DATA NAVID OPUS SOLUTION FILE #17-83942840 ASI BASE #100 ELEV:793.05 ASI TBM #1 CHISELED 'X' ON ENE BOLT OF FIRE HYDRANT; WEST SIDE CHERRY TREE ROAD AT SOUTH LINE OF RES #14565. ELEV: 805.79 ASI TBM #2 CHISELED "X' ON WNW BOLT OF FIRE HYDRANT; SOUTH SIDE OF 146th STREET AT WEST UNE OF LEGACY SUBDIVISION. ELEV: 795.51 30' D. & U. E. e REFERENCED FROM THE E PLAT OF SECTION ONE OF THE RIDGE AT THE LEGACY �exsting property line N 0 2L S exist sanitary mh - ----- tr: 789.49 3 v(e): 780.31 (per as -built information provided CN Eby city of Carmel utilities. �� (contractor to field verify & notify }, o engineer If variance exists) ur � w I UTILITY DEMOLITION LEGEND MnUTY col EXISTING UTILITY TO BE REMOVED property line PAVEMENT TO BE SAWCUT GAS VECTREN 01000010001 EXISTING CURB TO BE REMOVED SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY STORM SEWER EXISTING FENCE TO BE REMOVED DEPT. JOHN THOMAS TELEPHONE ® EXISTING BUILDING TO BE REMOVED STEVE KREBS WATER CITY OF CARMEL UTILITIES JOHN DUFFY Q EXISTING BRUSH TO BE REMOVED � W J W EXISTING CONCRETE AND BASE TO BE W M Z r0 REMOVED O�2 F Z O O O O O EXISTING STONE TO BE REMOVED Q0U5 000000 W F-- ra EXISTING ITEM TO BE REMOVED 7O( �Wia U Cl bull S O KEYNOTES 30' D. & U. E. e REFERENCED FROM THE E PLAT OF SECTION ONE OF THE RIDGE AT THE LEGACY �exsting property line N 0 2L S exist sanitary mh - ----- tr: 789.49 3 v(e): 780.31 (per as -built information provided CN Eby city of Carmel utilities. �� (contractor to field verify & notify }, o engineer If variance exists) ur � w I 1. EXISTING CONCRETE CURB TO BE REMOVED. 2. EXISTING BUILDING AND ALL ASSOCIATED FOOTINGS TO BE REMOVED. 3. REMOVE EXISTING CONCRETE, BASE, CONCRETE PADS AND OTHER MISCELLANEOUS CONCRETE MATERIAL (SAWCUT FOR CLEAN EDGE). 4. EXISTING FENCE TO BE REMOVED. 5. EXISTING TREE TO BE REMOVED. 6. EXISTING MAILBOX TO BE REMOVED. 7. EXISTING LIGHT POLE TO BE REMOVED. 6. EXISTING POST TO BE REMOVED. 9. EXISTING WELL'S FUTURE TO BE COORDINATED W11H OWNER. 10. PROTECT EXISTING UTILITY. 11. REMOVE EXISTING STONE. 12. REMOVE EXISTING BRUSH 00 AMERICAN 0: STRUCTUREPOINT INC. 7260Shadeland Station I Indianapolis, Indiana46256 TEL 317547 55801 FAX 317543.0270 www sYmcturepoint com LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS 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. Project Number 2017.02132 PHONE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 7) 896-6711 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 7) 77fi-5532 (e ing, but no not limited to, manholes, inlets, valves, and marks matl p the ground by others) AND ARE SPECULATIVE IN 7) 571-2634 NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 7) 776-8495 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE 7) 525-4275 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 7) 571-2634 CONSTRUCTION. CALL TOLL FREE '811' OR 1-800-382-5544 - INDIANA UNDERGROUND - DEMOLITION PLAN C110 UTILITY CONTACTS MnUTY col CONTACT ELECTRIC DUKE ENERGY TRENT GODSY GAS VECTREN JOANIE CLARK SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY STORM SEWER CITY OF CARMEL ENG. DEPT. JOHN THOMAS TELEPHONE AT&T STEVE KREBS WATER CITY OF CARMEL UTILITIES JOHN DUFFY 1. EXISTING CONCRETE CURB TO BE REMOVED. 2. EXISTING BUILDING AND ALL ASSOCIATED FOOTINGS TO BE REMOVED. 3. REMOVE EXISTING CONCRETE, BASE, CONCRETE PADS AND OTHER MISCELLANEOUS CONCRETE MATERIAL (SAWCUT FOR CLEAN EDGE). 4. EXISTING FENCE TO BE REMOVED. 5. EXISTING TREE TO BE REMOVED. 6. EXISTING MAILBOX TO BE REMOVED. 7. EXISTING LIGHT POLE TO BE REMOVED. 6. EXISTING POST TO BE REMOVED. 9. EXISTING WELL'S FUTURE TO BE COORDINATED W11H OWNER. 10. PROTECT EXISTING UTILITY. 11. REMOVE EXISTING STONE. 12. REMOVE EXISTING BRUSH 00 AMERICAN 0: STRUCTUREPOINT INC. 7260Shadeland Station I Indianapolis, Indiana46256 TEL 317547 55801 FAX 317543.0270 www sYmcturepoint com LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS 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. Project Number 2017.02132 PHONE NO. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN 7) 896-6711 ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 7) 77fi-5532 (e ing, but no not limited to, manholes, inlets, valves, and marks matl p the ground by others) AND ARE SPECULATIVE IN 7) 571-2634 NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 7) 776-8495 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE 7) 525-4275 EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 7) 571-2634 CONSTRUCTION. CALL TOLL FREE '811' OR 1-800-382-5544 - INDIANA UNDERGROUND - DEMOLITION PLAN C110 R= L= C= CBRG = 532': Board of Commissioners Inst. No. 2000-48245- R/W Parcel CT23 existing property 13 Fcare median) N rth Line, W , HE Ya existing property rine �Y2 ec. 22, T18N, R4E I I existing property 561.2 otr (cone walk) WY(asphalt walk) c'"3 re's >~" �7 PROP• ••• i1 .. . SF III OVA 1 10.4' 146th Street PROPOSED 60' } RIGHT OF WAY (woods) s e s .„ 40' GREENBELT / FRONT YARD 10.4' 12" a 13.8' vl7 (asphalt walk) 132.7' X I 57 _ I STORM DETENTION WITH l rc l NATIVE PLANTINGS } 17 I TOP OF BANK: 799.00 li wo 10 YEAR ELEV: 796.85 in 100 YEAR ELEV:798.62 I o l llr{I I I II I To 0 m Q 0 E E U existing property line 0 Q W J w an w Z an = O v ~ Z Q O u W U oonOLID F K 60' Carmel, IN 46062 SCALE: 1"=30' ` v EXISTING LEGEND • 7. ADA ACCESSIBLE PARKING SYMBOL ® AIR CONDITIONER ® TELEPHONE HANDHOLE • 8. ADA ACCESSIBLE PARKING SIGN I 134.3' 1. 6" CONCRETE CURB MM CURB INLET TRANSFORMER I I I I E PLAT OF SECTION ONE OF ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE 3. COMBINED CONCRETE CURB & WALK m ELECTRIC METER BOX TRAFFIC PEDESTAL ARCHITECTURAL PLANS) FIRE HYDRANT WELLEDESTAL existing property line H- GUY MORE V HOSE BIB DQ WATER VALVE m MAILBOX ¢ YARD LIGHT �■ 15. CURB & GUTTER (PER CITY OF CARMEL STANDARD DETAILS) PINE one OVERHEAD ELECTRIC LINE . Is TURAL RESOURCE + \ P ESERVE STUMP REINFORCED CONCRETE PIPE ■■ ._.� rep INC. STANDARD DETAILS) 0 RIGHT OF WAY MONUMENT ,. 17. FENCE (COORDINATE WITH ARCHITECTURAL PLANS) (woods) SITE DATA TABLE x 7260Shadeland&ation IIndianapolis Indlana46256 $j TEL 317 547 5580 1 FAX 317543.0270 17 To 0 m Q 0 E E U existing property line 0 Q W J w an w Z an = O v ~ Z Q O u W U oonOLID F K N 0 14 154.b 145.5 e - - - - - - - .30' SIDE YARD..= wa --------------------------------------- ---------------------- h (gran N8935'38"E - 586.18 _ `existin property line �- existing property line 9 P P Y 10' Utility & Drainage Adjoin er: Easement _ __ __ Ez Ahmad R. Saltagl Inst. No. 87-4335 1 & Khadija Kholof Inst. No. 2015007266 m 60' Carmel, IN 46062 SCALE: 1"=30' ` O KEYNOTES EXISTING LEGEND • 7. ADA ACCESSIBLE PARKING SYMBOL ® AIR CONDITIONER ® TELEPHONE HANDHOLE • 8. ADA ACCESSIBLE PARKING SIGN ® BUSH -a TELEPHONE PEDESTAL 1. 6" CONCRETE CURB MM CURB INLET TRANSFORMER N �Z COMBINATION POLE GJ TREE E PLAT OF SECTION ONE OF ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE 3. COMBINED CONCRETE CURB & WALK m ELECTRIC METER BOX TRAFFIC PEDESTAL ARCHITECTURAL PLANS) FIRE HYDRANT WELLEDESTAL existing property line H- GUY MORE V HOSE BIB DQ WATER VALVE m MAILBOX ¢ YARD LIGHT �■ 15. CURB & GUTTER (PER CITY OF CARMEL STANDARD DETAILS) PINE one OVERHEAD ELECTRIC LINE . CERTIFIED BY • POST otr OVERHEAD TRAFFIC LINE 0• AMERICAN SIGN to TOP OF RIM ELEVATION inv INVERT ELEVATION STRUCTUREPOINT STUMP REINFORCED CONCRETE PIPE ■■ ISSUANCE INDEX rep INC. STANDARD DETAILS) 0 RIGHT OF WAY MONUMENT ,. 17. FENCE (COORDINATE WITH ARCHITECTURAL PLANS) DATE: SITE DATA TABLE 18. ARROW (WHITE PAINT) 7260Shadeland&ation IIndianapolis Indlana46256 12/20/2017 TEL 317 547 5580 1 FAX 317543.0270 19 SIGN (BY OTHERS) SITE ZONING: S-1 www stmcturepoint tom PROJECT PHASE: PROJECT AREA: 3.21± ACRES 20. BIKE RACK "U" STYLE BUILDING AREA: 19,930 SF DEVELOPMENT PLANS SITE IMPERVIOUS AREA: 1.25± ACRES / 39% 21. SIDEWALK CURB RAMP TYPE 'A' 60' PARKING (9'x19.6'): 59 90' PARKING (9'08): 4 PARALLEL PARKING (9'x23'): 5 ADA 60• PARKING PROVIDED (9'X19.6'): 2 ( INCLUDES 2 VAN ACCESSIBLE ) ADA PARALLEL PARKING PROVIDED (9'X23'): 1 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING: 71 SITE LEGEND LEAFSPRING SCHOOL DUTY ASPHALT DLIGHT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT RIGHT WAY CONCRETE PAVEMENT CONCRETE PAVEMENT 14590 Cherry Tree Road N 0 14 154.b 145.5 e - - - - - - - .30' SIDE YARD..= wa --------------------------------------- ---------------------- h (gran N8935'38"E - 586.18 _ `existin property line �- existing property line 9 P P Y 10' Utility & Drainage Adjoin er: Easement _ __ __ Ez Ahmad R. Saltagl Inst. No. 87-4335 1 & Khadija Kholof Inst. No. 2015007266 m 5. SIDEWALK CURB RAMP TYPE 'H' Carmel, IN 46062 O KEYNOTES 7. ADA ACCESSIBLE PARKING SYMBOL 30' D. & U. E. 8. ADA ACCESSIBLE PARKING SIGN III 1. 6" CONCRETE CURB ° REFERENCED FROM THE N E PLAT OF SECTION ONE OF 2. CONCRETE SIDEWALK THE RIDGE AT THE LEGACY 3. COMBINED CONCRETE CURB & WALK 1111 ARCHITECTURAL PLANS) 4. CURB TAPER existing property line N 0 14 154.b 145.5 e - - - - - - - .30' SIDE YARD..= wa --------------------------------------- ---------------------- h (gran N8935'38"E - 586.18 _ `existin property line �- existing property line 9 P P Y 10' Utility & Drainage Adjoin er: Easement _ __ __ Ez Ahmad R. Saltagl Inst. No. 87-4335 1 & Khadija Kholof Inst. No. 2015007266 m 5. SIDEWALK CURB RAMP TYPE 'H' � r cC, 7. ADA ACCESSIBLE PARKING SYMBOL 8. ADA ACCESSIBLE PARKING SIGN III 9. PARKING SPACE (4" WHITE PAINT STRIPE) N w M 0 1111 22. STOP BAR (24" PAINTED WHITE) REVISION SCHEDULE 23. STOP SIGN NO. DESCRIPTION DATE 24. "ONE WAY" MARKING WITH ARROW (6' LETTERS, WHITE PAINT) 25. 12' WIDE DOUBLE SWING GATE (COORDINATE WITH ARCHITECTURAL PLANS) 26. 6' WIDE SINGLE SWING GATE (COORDINATE WITH ARCHITECTURAL PLANS) 27. STORAGE SHED (COORDINATE WITH ARCHITECTURAL PLANS 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. H CAUTION 11 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 EMDENCE 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 - Project Number 2017.02132 SITE PLAN C200 5. SIDEWALK CURB RAMP TYPE 'H' 5. ADA PARKING SPACE (4" BLUE PAINT STRIPE) 7. ADA ACCESSIBLE PARKING SYMBOL 8. ADA ACCESSIBLE PARKING SIGN 9. PARKING SPACE (4" WHITE PAINT STRIPE) 10. TRANSFORMER PAD PER UTILITY COMPANY STANDARDS 11. CONCRETE DUMPSTER PAD (COORDINATE WITH ARCHITECTURAL PLANS) 12. CONCRETE WHEEL STOP 13. SIDEWALK CURB RAMP TYPE 'G' 14. SIDEWALK (PER CITY OF CARMEL STANDARD DETAILS) 15. CURB & GUTTER (PER CITY OF CARMEL STANDARD DETAILS) CERTIFIED BY 16. DEPRESSED CURB & GUTTER (PER CITY OF CARMEL ISSUANCE INDEX STANDARD DETAILS) 17. FENCE (COORDINATE WITH ARCHITECTURAL PLANS) DATE: 18. ARROW (WHITE PAINT) 12/20/2017 19 SIGN (BY OTHERS) PROJECT PHASE: 20. BIKE RACK "U" STYLE DEVELOPMENT PLANS 21. SIDEWALK CURB RAMP TYPE 'A' 22. STOP BAR (24" PAINTED WHITE) REVISION SCHEDULE 23. STOP SIGN NO. DESCRIPTION DATE 24. "ONE WAY" MARKING WITH ARROW (6' LETTERS, WHITE PAINT) 25. 12' WIDE DOUBLE SWING GATE (COORDINATE WITH ARCHITECTURAL PLANS) 26. 6' WIDE SINGLE SWING GATE (COORDINATE WITH ARCHITECTURAL PLANS) 27. STORAGE SHED (COORDINATE WITH ARCHITECTURAL PLANS 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. H CAUTION 11 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 EMDENCE 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 - Project Number 2017.02132 SITE PLAN C200 N rine, W Y2, NE Y4 ec. 22, TIEN, R4E exist drainage mh exist curb inlet It : 794.58 tr 794.22 I buried under pathinv(w): 790.82 p2" rap _ _ _ o C 12. rcp I existing property line \\ S61'28' \\ I \\ otr exist curb inlet tr 79].32 IIII inv(s): 793.92 u IIII exist curb Inlet In 797.49 inv(w): 793.09 inv(n): 792.99 (can, median) existing property line - (cont walk) AV(asphalt walk) exist drainage mho Is 795.38 p) S 57'56" nv(sw): 790.58 inv(n w): 79r a L oyo / 45. PROPOSED � 45' RIGHT OF WAY x C" + 4i / ` (woorAF / / W,\ 1( / ^is wooden post) A% / 0 2 ! /S2 714' "W Ar/"/ .02' / i tea/ i o , exist drainage ran ♦ x / x x to 799 31 inv(sw): 795.16 // �- / inv(se): 794.41 / D�r' inv(ne): 792.46 v / exist curb Inlet Is 79flfl 49 inv(n 2ma(eoDaa( R = 365.1 L 551 CBRG = S32'3 of Commissioners Jo. 2000-48245 V Parcel CT23 A property 41 (woods) STORM STR PLAYGROUND 20,000 SF PROPOSED PRESCHOOL FFE: 802.00 BUILDING AREA:19,930 SF 146th Street 40' GREENBELT / FRONT YARD e a ° RM STR 1 exist curb inlet tr 797.90 Inv(s):794.20 IjjI a (6"cone curb) exist curb inlet _ It 7a7 Rn inv(n): 793.60 inv(s): 793.60 RIGHT OF WAY REFER TO WATER SERVICE DETAIL THIS SHEET K INV: direction only � Iry/un ]93.38 inv(e):793.28 G2 (34"chair curb). 12" rap ry 12 p -- - Will --------(aspTialF walk] -- ------ exist drainage mh d tr 793,54 x W inv(w): 787.04 is inv(e): 787.04 <STORM STR 108 inv(n): 788.69 in 3' STORM STR 109 c E = o 0 a 0 3 E E 0 U X x _ existing property line I ISTORM STT 1 10 .11 1 I I I STORM DETENTION WITH I o f NATIVE PLANTINGS I [ TOP OF BANK: 799.00 l wo l X 10 YEAR ELEV: 796.86 m [ 100 YEAR ELEV:798.62 I o ] [ [ 'n / xx e. 54 ____SS______ _______J ( u cr _- _ 82 ______ STORM STR 102 -/STORM STR 113 s NORM STR 103 INV: 785.37 --� ---- - 30' SIDE YA- ---- -- ------ N89"35'38"E-586.18 _ CS `existing property line 10' Utty & Drainage property line INV: 71 Ad'in er U W w co W w Z m = O v ~ Z a Q In W U U on udco K 30' D. & U. E. REFERENCED FROM THE PLAT OF SECTION ONE OF 5.98 THE RIDGE AT THE LEGACY existing property line � 52 J III INV: 784.77 AND INVERT PROVIDED BY CITY OF TO FIELD VERIFY INVERT PRIOR TO iN AND NOTIFY ENGINEER OF ANY to Easement s Ahmad R. Saltagi Inst. No. 87-4335 �zFexist sanitary mh 789 49 & Khadija Kholof Inst. No. 2015007266 STORM STRUCTURE DATA TABLE NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" STR. NO. STRUCTURE / CASTING TYPE T.O.R. INCOMING PIPE DATA (DIRECTION) [FROM STR] OUTGOING PIPE DATA (DIRECTION) [TO STR] OUTGOING PIPE LF. OUTGOING PIPE SIZE OUTGOING GRADE (%) CONNECT TO STRUCT REMARKS 101 TYPE "A" INLET / R-3010 799.88 Eby cormel by city STORM STIR 105 12" 0.32% 102 ❑ STORM STIR 106 799.42 12" RCP 795.40 (NW) [101] 15" RCP 795.30 (E) [103] 114' 15" 0.30% 103 r7 103 TWE "C" MANHOLE / R-3472 799.00 15" RCP 794.95 (W) [102] 18" RCP 794.85 (NE) [104] \ 18" 0.30% - \ 51\_ 104 STORM STR [I 111 18" RCP 794.45 (SW) [103] 18" RCP 794.35 Og [105] 70' 18" 0.30% W9 TRENT GODSY 105 AQUA SWIRL AS -4 797.75 TYP 18" RCP 794.05 (E) [106] 17' 18" 0.30% 106 CITY 106 18" CONCRETE END SECTON / TURAL\ RESOURCE AT&T STEVE KREBS WATER ESERV ESERVE JOHN DUFFY 107 �• 800.40 52 15" RCP 795.08 (E) [109] STORM STR 112 0.30% (woods)55 108 12" CONCRETE END SECTON 795.62 INV: 789.78 12" RCP 794.37 (W) [109] x 12" 0.32% 109 109 TWE "E" INLET / R -4215-C 51 / xx e. 54 ____SS______ _______J ( u cr _- _ 82 ______ STORM STR 102 -/STORM STR 113 s NORM STR 103 INV: 785.37 --� ---- - 30' SIDE YA- ---- -- ------ N89"35'38"E-586.18 _ CS `existing property line 10' Utty & Drainage property line INV: 71 Ad'in er U W w co W w Z m = O v ~ Z a Q In W U U on udco K 30' D. & U. E. REFERENCED FROM THE PLAT OF SECTION ONE OF 5.98 THE RIDGE AT THE LEGACY existing property line � 52 J III INV: 784.77 AND INVERT PROVIDED BY CITY OF TO FIELD VERIFY INVERT PRIOR TO iN AND NOTIFY ENGINEER OF ANY to Easement s Ahmad R. Saltagi Inst. No. 87-4335 �zFexist sanitary mh 789 49 & Khadija Kholof Inst. No. 2015007266 STORM STRUCTURE DATA TABLE NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE -DRAINS TO WATERWAY" STR. NO. STRUCTURE / CASTING TYPE T.O.R. INCOMING PIPE DATA (DIRECTION) [FROM STR] OUTGOING PIPE DATA (DIRECTION) [TO STR] OUTGOING PIPE LF. OUTGOING PIPE SIZE OUTGOING GRADE (%) CONNECT TO STRUCT REMARKS 101 TYPE "A" INLET / R-3010 799.88 Eby cormel by city 12" RCP 795.67 (SE) [102] 87' 12" 0.32% 102 ❑ 102 TYPE "C" MANHOLE / R-3472 799.42 12" RCP 795.40 (NW) [101] 15" RCP 795.30 (E) [103] 114' 15" 0.30% 103 r7 103 TWE "C" MANHOLE / R-3472 799.00 15" RCP 794.95 (W) [102] 18" RCP 794.85 (NE) [104] 131' 18" 0.30% 104 104 TWE "C" MANHOLE / R-1772 801.09 18" RCP 794.45 (SW) [103] 18" RCP 794.35 Og [105] 70' 18" 0.30% 105 TRENT GODSY 105 AQUA SWIRL AS -4 797.75 18" RCP 794.15 (W) [104] 18" RCP 794.05 (E) [106] 17' 18" 0.30% 106 CITY 106 18" CONCRETE END SECTON 795.79 18" RCP 794.00 (W) [105] AT&T STEVE KREBS WATER CITY OF CARMEL UTILITIES JOHN DUFFY 107 TWE "E" INLET / R -4215-C 800.40 15" RCP 795.08 (E) [109] 241' 15" 0.30% 109 108 12" CONCRETE END SECTON 795.62 12" RCP 794.37 (W) [109] 19' 12" 0.32% 109 109 TWE "E" INLET / R -4215-C 799.28 15" RCP 794..31 (E) [108] 36 (W) [107] 12" RCP 794 15" RCP 794.26 (S) [110] 88' 15" 0.30% 110 nx ELECTRICAL TRANSFORMER 110 15" CONCRETE END SECTON 795.52 15" RCP 794.00 (N) [109] ® WATER METER PIT FIRE HYDRANT W/ ASSEMBLY 111 12" CONCRETE END SECTON 795.25 O 12" RCP 794.00 (SE) [112] 12' 12" 0.32% 112 112 OUTLEr CONTROL STRUCTURE 798.62 12" RCP 793.96 (NW) [111] 12" RCP 793.86 (SE) [113] 39' 12" 1.03% 113 REFER TO SITE DETAILS 113 12" CONCRETE END SECTON 794.71 12" RCP 793.46 (NW) [112] DRAINAGE/STORM SEWER D1. 12" HDPE ROOF DRAIN • 0.40% MIN. SLOPE LINE TO J. -04 G H T1. TELEPHONE SERVICE LINE (COORDINATE WITH UTILITY PROVIDER) T2. CONNECT TO EXISTING TELEPHONE (COORDINATE WITH UTIUTY PROVIDER) ELECTRIC E1. ELECTRIC SERVICE LINE E2. ELECTRICAL TRANSFORMER E3. CONNECT TO EXISTING ELECTRIC (COORDINATE WITH UTILITY PROVIDER) 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN PHONE NO. ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 7) 896-6711 (including, but not limited to, manholes, inlets, valves, and marks 7) 776-5532 mageRE. upon the ground by others) AND ARE SPECULATIVE IN NATUTHERE MAY ALSO BE OTHER EXISTING UNDERGROUND 7) 571-2634 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 7) 776-8495 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 7) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 7) 571-2634 CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND - Project Number 2017.02132 UTILITY PLAN C400 r. SCALE: 1"=30' ` • EXISTING LEGEND • as -bunt information provided BUSH -a TELEPHONE PEDESTAL � so Eby cormel by city utilities.v J� or contractor to field verify & notify ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE engineer if variance exists) DRAINAGE MANHOLE 0 TRAFFIC POLE m m ELECTRIC METER BOX TRAFFIC PEDESTAL 0 o m w r7 0 E- GUY WIRE IIII I HOSE BIB DQ WATER VALVE m UTILITY CONTACTS UTILITY CONPANY CONTACT ELECTRIC POST otr OVERHEAD TRAFFIC LINE DUKE ENERGY TRENT GODSY GAS STRUCTUREPOINT VECTREN JOANIE CLARK SANITARY SEWER CITY OF CARMEL UTILITIES JOHN DUFFY STORM SEWER CITY OF CARMEL ENG. DEPT. JOHN THOMAS TELEPHONE AT&T STEVE KREBS WATER CITY OF CARMEL UTILITIES JOHN DUFFY T1. TELEPHONE SERVICE LINE (COORDINATE WITH UTILITY PROVIDER) T2. CONNECT TO EXISTING TELEPHONE (COORDINATE WITH UTIUTY PROVIDER) ELECTRIC E1. ELECTRIC SERVICE LINE E2. ELECTRICAL TRANSFORMER E3. CONNECT TO EXISTING ELECTRIC (COORDINATE WITH UTILITY PROVIDER) 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN PHONE NO. ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 7) 896-6711 (including, but not limited to, manholes, inlets, valves, and marks 7) 776-5532 mageRE. upon the ground by others) AND ARE SPECULATIVE IN NATUTHERE MAY ALSO BE OTHER EXISTING UNDERGROUND 7) 571-2634 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 7) 776-8495 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 7) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 7) 571-2634 CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND - Project Number 2017.02132 UTILITY PLAN C400 SCALE: 1"=30' ` • EXISTING LEGEND • ® AIR CONDITIONER ® TELEPHONE HANDHOLE ® BUSH -a TELEPHONE PEDESTAL MM CURB INLET TRANSFORMER �Z COMBINATION POLE TREE GJ ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE 0 TRAFFIC POLE m ELECTRIC METER BOX TRAFFIC PEDESTAL FIRE HYDRANT WELLEDESTAL E- GUY WIRE 1W HOSE BIB DQ WATER VALVE m MAILBOX ¢ YARD LIGHT �■ PINE one OVERHEAD ELECTRIC LINE . POST otr OVERHEAD TRAFFIC LINE O. AMERICAN SIGN tr TOP OF RIM ELEVATION my, INVERT ELEVATION STRUCTUREPOINT p1 STUMP REINFORCED CONCRETE PIPE ■■ rep 0 RIGHT OF WAY MONUMENT . INC. UTILITY LEGEND 72608hadeland Nation IIndianapolis lndlana46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepointfom -ETC- ELECTRIC / TELECOMMUNICATIONS LINE W WATER LINE -FP- FIRE PROTECTION LINE RO ROOF DRAIN UNE G GAS LINE -SS- SANITARY UNE ====� SEWER STORM SEWER 4" DUAL WALL HDPE PAVEMENT UNDERDRAIN • 0.25% MIN. SLOPE CGo GAS METER nx ELECTRICAL TRANSFORMER N VALVE ® WATER METER PIT FIRE HYDRANT W/ ASSEMBLY LEAFSPRING SCHOOL O KEYNOTES SANITARY SEWER St. 6" PVC SDR35 SANITARY LATERAL G 1.04 MIN. SLOPE S2. SANITARY CLEANOUT S3. CORE CONNECTION TO EXISTING SANITARY MANHOLE 14590 Cherry Tree Road (COORDINATE WITH UTILITY PROVIDER) Carmel, IN 46062 S4, GREASE INTERCEPTOR DRAINAGE/STORM SEWER D1. 12" HDPE ROOF DRAIN • 0.40% MIN. SLOPE D2. STORM CLEANOUT D3. 4" DUAL WALL HDPE PAVEMENT UNDERDRAIN • 0.25% MIN. SLOPE WATERLINE W1. 6" WET TAP TO EXISTING DUCTILE IRON WATER MAIN. (CONTRACTOR TO FIELD VERIFY MATERIAL AND LOCATION OF MAIN PRIOR TO ORDERING MATERIALS. COORDINATE WITH UTILITY PROVIDER.) W2. POST INDICATOR VALVE W3. 6" DUCTILE IRON WATER LINE W4. 2" COPPER (TYPE K) DOMESTIC WATER SERVICE W5. FIRE DEPARTMENT CONNECTION W6. FIRE HYDRANT (PAINTED RED AND MARKED PRIVATE) W7. WATER VALVE CERTIFIED BY We. WATER TEE WITH THRUST BLOCK W9. WATER 45' BEND WITH THRUST BLOCK ISSUANCE INDEX cns DATE: G1. GAS SERVICE LINE 12/20/2017 G2. CONNECT TO EXISTING GAS MAIN (COORDINATE WITH UTIUTY PROVIDER) PROJECT PHASE: DEVELOPMENT PLANS TELECOMMUNICATIONS T1. TELEPHONE SERVICE LINE (COORDINATE WITH UTILITY PROVIDER) T2. CONNECT TO EXISTING TELEPHONE (COORDINATE WITH UTIUTY PROVIDER) ELECTRIC E1. ELECTRIC SERVICE LINE E2. ELECTRICAL TRANSFORMER E3. CONNECT TO EXISTING ELECTRIC (COORDINATE WITH UTILITY PROVIDER) 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN PHONE NO. ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE 7) 896-6711 (including, but not limited to, manholes, inlets, valves, and marks 7) 776-5532 mageRE. upon the ground by others) AND ARE SPECULATIVE IN NATUTHERE MAY ALSO BE OTHER EXISTING UNDERGROUND 7) 571-2634 UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR 7) 776-8495 FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES 7) 525-4275 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL 7) 571-2634 CONSTRUCTION. CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND - Project Number 2017.02132 UTILITY PLAN C400 795 T, �Ox➢,0 , i x00 5` RM STIR 101, / Ad T E 1+ 0o STORM STIR 102 i/-S� RM STR 105 4+30 pm�q� r .r THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN -4 'o�—STORM STIR 106 (HORZ) (VERT) 810 = r NU NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND ® CURB INLET TRANSFORMER Z O i/-S� RM STR 105 4+30 a as "'m dnF F<FZy , I �.. mma NF zz _0+110+00 N aa o i STORM STIR1 •, �, STORM STIR 110 / x Qm ------------------- ---�_ 30' SIDE YARD /07 •, _, _,., �,�•� (brush w a o I 0+96 s o. x x _. .. r,... STORM PROFILE 3 n STIR 108 1"=30' 1"=5' • r .r THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN -4 'o�—STORM STIR 106 (HORZ) (VERT) 810 (including, but not limited to, manholes, inlets, valves, and marks r NU NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND ® CURB INLET TRANSFORMER Z O FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. TUE ,XSIRN3 COMBINATION POLE TREE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE r CALL TOLL FREE ® DRAINAGE MANHOLE TRAFFIC POLE R - INDIANA UNDERGROUND - E ELECTRIC METER BOX NTRAFFIC PEDESTAL ` 805 FIRE HYDRANT $ TV PEDESTAL m OURCEe @ WELL o _ . a 1 805 H GUY WIRE o:o zo u nn �y HOSE BIB D4 WATER VALVE 4w m PROPOSED GRADE N<Nw W M+Oi: mw ur i PROPOSED GAS UF�� w nen m+o^ m I- z z z yw ® MAILBOX ¢ YARD LIGHT OO W W PINE ohe OVERHEAD ELECTRIC LINE e POST otr OVERHEAD TRAFFIC LINE SIGN tr TOP OF RIM ELEVATION p1 inv INVERT ELEVATION J ` STUMP rcp REINFORCED CONCRETE PIPE EXISTING GRADE _ 0 RIGHT OF WAY MONUMENT BENCHMARK DATA NAVD '88 795 OPUS SOLUTION FILE #17-83942840 • rYARD) ASI BASE #100 ELEV:793.05 • PROFILESTRM 795 e •" 11(\i --RT) AMERICAN0■ ASI TBE #1 1 a as "'m dnF F<FZy , I �.. mma NF zz _0+110+00 N aa o i STORM STIR1 •, �, STORM STIR 110 / x Qm ------------------- ---�_ 30' SIDE YARD /07 •, _, _,., �,�•� (brush w a o I 0+96 s o. x x _. .. r,... STORM PROFILE 3 n STIR 108 1"=30' 1"=5' • r .r THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ® AIR CONDITIONER ® TELEPHONE HANDHOLE (HORZ) (VERT) 810 (including, but not limited to, manholes, inlets, valves, and marks r NU a as "'m dnF F<FZy , I �.. mma NF zz _0+110+00 N aa o i STORM STIR1 •, �, STORM STIR 110 / x Qm ------------------- ---�_ 30' SIDE YARD /07 •, _, _,., �,�•� (brush w a o I 0+96 s o. x x _. .. r,... STORM PROFILE 3 n STIR 108 1"=30' 1"=5' of p EXISTING GRADE p J G w PLAN & PROFILE LEGEND i 1 N o m w z '$ m 805 805 z m 805 -Z ui o PROPOSED ELECTRIC/PHONE 2 vm o W o dam- a� N x �� o m J z o 'J` mm GRANULAR BACKFILL REQUIRED; o n x �nm- ^m w ro ? NMn THE GRANULAR BACKFILL AREAS �omaw �Nn -��� a0W. m+�- ^ m x ro arca InmN' ap'mm SHOWN IN PLAN VIEW ARE AN w �.n w m PROPOSED PHONE/ELECTRIC �^N_ m - y+ of W w ¢ n m w o 0 sh +oi w nen ESTIMATE PROVIDED BY THE ENGINEER. o a .. a" m a PROPOSED GRADE `•l o' m m o cmi w z ^ PROPOSED GRADE z +of: �� O ^ �r zz rmm- <v mNz^ ^ EXACT LIMITS OF GRANULAR BACKFILL - z so moo- m^ <..a» rc Z o oo:: momW in3w Foca +m: w mo^- m +o m..Oz of..a »> ARE TO BE DETERMINED IN THE FIELD oQ�w zw zNm,L .,z �` OrnE< 0¢. zzz ^ +^` "O 800 800 I-i-mz m - 800 BY THE CONTRACTOR BASED ON WWa zz of ii - `\ rc<mW £woF.mz mm TRENCH WIDTH AND AS DIRECTED BY Nm�ZZ (~/)mom_ mm _- OF.. THE AUTHORITY HAVING JURISDICTION. 795 795 — — — _ — 795 PROPOSED SANITARY EXISTING GRADE UTILITY LEGEND PROPOSED WATER C— ELECTRIC / TELECOMMUNICATIONS LR 790 790 66 LF OF 15" RCP ®0.30% SLOPE 790 W WATER LINE LF OF 12" RCP 0 0.32% SLOPE 114 LF OF 15" RCP 0 0.30% SLOPE 131 LF OF 18" RCP ®0.30% SLOPE 70 LF OF 18" RCP ® 0.30% SLOPE FP FIRE PROTECTION LINE 17 LF OF 18" RCP 0 0.30% SLOPE —Fl ROOF DRAIN UNE m !wo W m 1f1 n N o O m n n to m O cG u3 n —G— GAS LINE ai WW ai W a • r7 W o W of h W � rn N SS SANITARY UNE 0 0 0 0 0 O O an lt 2 785 785 785 SEWER STORM SEWER 4" DUAL WALL HDPE PAVEMENT 0+00 1+00 2+00 3+00 4+00 0+00 1+00 UNDERDRAIN 0 0.25% MIN. SLOPE GAS METER GM ELECTRICAL TRANSFORMER ►1 VALVE ® WATER METER PIT 1� FIRE HYDRANT W/ ASSEMBLY 0' 30' 60' @030. 60' SCALE: 1"=30' SCALE: 1"=30' Invls):,yo.ou'nv(e): ]93.28 I I I mz z on �x zy �.. PROPOSED (34"chair curb), irc 60' P RIGHT OF WAY--------------CepTi oii wolkj"---- ----- I N Ok61 oimo '^� wmo ., ° ° ,_, _, _,.,., _, _,_,STORM STIR 110 5 9'19"°s ° ° ° ° x 108 _____ __STORM STIR111.----------- STORM STR 30' SIDE YARD (Woods) cx`_'a f:'d.e$ Ck00 -o+n0+oo Sl.T±Oa ° P - - (brush line) oSTORM STIR 113 x x x x m STORM STIR 107 4 STORM S1R 109 EI ex"(f fence) rn; _ `o 810 EXISTING LEGEND STORM PROFILE 2 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ® AIR CONDITIONER ® TELEPHONE HANDHOLE (HORZ) (VERT) 810 (including, but not limited to, manholes, inlets, valves, and marks G BUSH -a TELEPHONE PEDESTAL NU NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND ® CURB INLET TRANSFORMER Z O FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. TUE ,XSIRN3 COMBINATION POLE TREE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE r CALL TOLL FREE ® DRAINAGE MANHOLE TRAFFIC POLE R - INDIANA UNDERGROUND - E ELECTRIC METER BOX NTRAFFIC PEDESTAL ` 805 FIRE HYDRANT $ TV PEDESTAL m @ WELL o _ . a 1 805 H GUY WIRE o:o zo u nn �y HOSE BIB D4 WATER VALVE 4w m PROPOSED GRADE N<Nw W M+Oi: mw ur i PROPOSED GAS UF�� w nen m+o^ m I- z z z yw ® MAILBOX ¢ YARD LIGHT OO W W PINE ohe OVERHEAD ELECTRIC LINE e POST otr OVERHEAD TRAFFIC LINE SIGN tr TOP OF RIM ELEVATION p1 inv INVERT ELEVATION J ` STUMP rcp REINFORCED CONCRETE PIPE EXISTING GRADE _ 0 RIGHT OF WAY MONUMENT BENCHMARK DATA NAVD '88 795 OPUS SOLUTION FILE #17-83942840 ENE ASI BASE #100 ELEV:793.05 — 795 O AMERICAN0■ ASI TBE #1 CHISELED 'X" ON ENE BOLT FIRE HYDRANT, 5SIDE STRUCTUREPOINT CHERRY TREE ROAD AT SOUTHH LINE OF RES X1456565.. PROPOSED WATER INC. ELEV: 805.79 �. 790 241 LF OF 15" RCP 0 0.30% SLOPE 19 LF OF 12" RCP ® 0.32% SLOPE ASI TBM $2 790 �) CHISELED'X" ON WNW BOLT OF FIRE HYDRANT; SOUTH SIDE 7260Shadeland Station I Indianapolis, Indiana46256 810 OF 146th STREET AT WEST UNE OF LEGACY SUBDIVISION. TEL 31]54]55801 FAX 31]54302]0 ELEV: 795.51 www stmcturepoint corn of p EXISTING GRADE p J G w PLAN & PROFILE LEGEND i 1 N o m w z '$ m 805 805 z m 805 -Z ui o PROPOSED ELECTRIC/PHONE 2 vm o W o dam- a� N x �� o m J z o 'J` mm GRANULAR BACKFILL REQUIRED; o n x �nm- ^m w ro ? NMn THE GRANULAR BACKFILL AREAS �omaw �Nn -��� a0W. m+�- ^ m x ro arca InmN' ap'mm SHOWN IN PLAN VIEW ARE AN w �.n w m PROPOSED PHONE/ELECTRIC �^N_ m - y+ of W w ¢ n m w o 0 sh +oi w nen ESTIMATE PROVIDED BY THE ENGINEER. o a .. a" m a PROPOSED GRADE `•l o' m m o cmi w z ^ PROPOSED GRADE z +of: �� O ^ �r zz rmm- <v mNz^ ^ EXACT LIMITS OF GRANULAR BACKFILL - z so moo- m^ <..a» rc Z o oo:: momW in3w Foca +m: w mo^- m +o m..Oz of..a »> ARE TO BE DETERMINED IN THE FIELD oQ�w zw zNm,L .,z �` OrnE< 0¢. zzz ^ +^` "O 800 800 I-i-mz m - 800 BY THE CONTRACTOR BASED ON WWa zz of ii - `\ rc<mW £woF.mz mm TRENCH WIDTH AND AS DIRECTED BY Nm�ZZ (~/)mom_ mm _- OF.. THE AUTHORITY HAVING JURISDICTION. 795 795 — — — _ — 795 PROPOSED SANITARY EXISTING GRADE UTILITY LEGEND PROPOSED WATER C— ELECTRIC / TELECOMMUNICATIONS LR 790 790 66 LF OF 15" RCP ®0.30% SLOPE 790 W WATER LINE LF OF 12" RCP 0 0.32% SLOPE 114 LF OF 15" RCP 0 0.30% SLOPE 131 LF OF 18" RCP ®0.30% SLOPE 70 LF OF 18" RCP ® 0.30% SLOPE FP FIRE PROTECTION LINE 17 LF OF 18" RCP 0 0.30% SLOPE —Fl ROOF DRAIN UNE m !wo W m 1f1 n N o O m n n to m O cG u3 n —G— GAS LINE ai WW ai W a • r7 W o W of h W � rn N SS SANITARY UNE 0 0 0 0 0 O O an lt 2 785 785 785 SEWER STORM SEWER 4" DUAL WALL HDPE PAVEMENT 0+00 1+00 2+00 3+00 4+00 0+00 1+00 UNDERDRAIN 0 0.25% MIN. SLOPE GAS METER GM ELECTRICAL TRANSFORMER ►1 VALVE ® WATER METER PIT 1� FIRE HYDRANT W/ ASSEMBLY 0' 30' 60' @030. 60' SCALE: 1"=30' SCALE: 1"=30' Invls):,yo.ou'nv(e): ]93.28 I I I mz z on �x zy �.. PROPOSED (34"chair curb), irc 60' P RIGHT OF WAY--------------CepTi oii wolkj"---- ----- I N Ok61 oimo '^� wmo ., ° ° ,_, _, _,.,., _, _,_,STORM STIR 110 5 9'19"°s ° ° ° ° x 108 _____ __STORM STIR111.----------- STORM STR 30' SIDE YARD (Woods) cx`_'a f:'d.e$ Ck00 -o+n0+oo Sl.T±Oa ° P - - (brush line) oSTORM STIR 113 x x x x m STORM STIR 107 4 STORM S1R 109 EI ex"(f fence) rn; _ `o 810 Project Number 2017.02132 STORM PROFILE 2 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN SCA LE:1"=30' 1"=5' (HORZ) (VERT) 810 (including, but not limited to, manholes, inlets, valves, and marks AND PROFILES NU NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND Z O FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. TUE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. m r CALL TOLL FREE R - INDIANA UNDERGROUND - p I N 805 m a m o o z- w ooy fz 805 800 o:o zo u nn B00 m PROPOSED GRADE N<Nw W M+Oi: mw ur i PROPOSED GAS UF�� w nen m+o^ m I- z z z yw �o0 ¢ OO EXISTING GRADE _ — — _ 795 — 795 PROPOSED WATER 790 241 LF OF 15" RCP 0 0.30% SLOPE 19 LF OF 12" RCP ® 0.32% SLOPE 790 n N n n P N n n 00 orn mo opo rn o mIII a;mIII rn grin m 785 °' n n III n n n 785 0+00 1+00 2+00 0+00 1+00 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 LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS INFORMATION. Project Number 2017.02132 II CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN STORM SEWER PLAN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks AND PROFILES 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. TUE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. C410 CALL TOLL FREE "811" OR 1-800-382-5544 - INDIANA UNDERGROUND - exist curb inlet II tr: 797.32 inv(s):793.92 exist curb inlet tr: 797.90 a- II 20 jni, ;'III xist curb exist inv(s):794. v(w).793.09v(n):792.99_ _ _ _ _ _ _ _ _ _ _ _ _ _ -------------------------- onc median -- ( ) 6"conc curb I existing property line N rth Line, \yJ Y2, NE Ya rf�_-' ,__ 9 P p y �-------- ---------------- - exist curb inlet ec. 22, T1;8N, R4E _ X .- 98 - it 7Q7 Rn - - o IF exist drainage mh exist curb inlet \\\ '\ `S / II \ inv(s):793.60 tr: 794.58 tr:794.22 buried under path \ I [- ' P inv w :790.82 __--- ( ) \ a, 2" rcp _ _ - � _ _ _ _ � 34 chair curb ___- ----' PROPOSED ` ------------------ ,,. / ��existing prop inv(n):793.380"1 inv(e):793.28 ` Sas(halt walk) 760 } RIGHT OF WAY - - - = = = N_ = = = = - (aspfiaTf fQ IF ZNsting property lin ,v'� ■ll :.. . Y • .��:/' , f� �.. vi --x iu- '�i. a.. .y, a+.-., n�,t`t-tht _ MA Wil E •�I �,� �u,/ � ������ ,C �av���_. `WrI►._���ri�Y �n_rs ��f iY,�;.�.�.�.J �; .► Yom: mow,. 1 .. �•.. .. .. .. / y \ �^� / / /'. �W'' W y y y y `yam y W y y y • y y y/ y` y y y: yi ,y y y y y y y exist drainage mh \ I tr: 796.38 (3y, : Yy '�y y y y y NN. y y y y W' S�6' 'l\i0/T Y(RD ` in v(sw): 790.58 Ghi' 45 1 y y y y y y y y y y y ' y y y y dd y y Ji inv(nw): 790 PROPOSED+ - -+i4- ,'. -4, -.1.-IFF-y- / yyRAy45' RIGHT OF WAY /y YG)0�yYUSi 20VYFy y y y y y yy\ \y\ y y y y y y\\\y y y y y 109 a y y \ y y // J/ y y `�I( y y y y- y y y y y y y y y y ``I IF IN `- yy AFF / �'/ /' (Woa(4�r -'' >q;"_/1"_" � � // ��' � 'past) y �� / y < sy y `� / / `'; - - PROPOSED PREklklOOL \IF S2$r 14 „1fV / y / y y y FFE:802.00 I y�' BUILDING AREA:19,930\¢F //•( y yyy /y �/ y //' / exist drainage mh / x tr: 799.31 // �Q '� / 'ter / inv(sw): 795.16 inv(se): 794.41 inv(ne): 792.46 exist curb inlet tr: 798.49 rf11'� inv(nAU�W R = 365. L = 55! C -5d CBRG = S32'3�2 Q rd of Commissioners ^�� t. No. 2000-48245 =[R IN Parcel CT23 property lin inlet :7 800-/, existing04 property y y y y y y y y y- .: \ _ -- - - \'.80S ----\ 0 y y y 10YT�����tYTY- a �NATUJR I� RPRESERVE ' i (woods) %S-TORr1 DE`T �J190N VITI-I- w NATIVE PwAl FI - TOP OP" gANK: 799.60 10 YEAR,ELEV" 796.86- 10a YEA{ EtEV:,798.62 , / y //i y y y y y W A �)���� �� �llfr!" rDJi�allll►�I��'r-,. ..._ _ . M :. . •.••- property Adjoiner: Easement Ahmad R. Saltagi •• Kholof No. 2015007266 x direction only !\ a / U curb) 12yrcp 12 _ __ a _ exist drainage mh -- -- --� tr: 793.54 aK in v(w): 787.04 in v(e): 787.04 j inv(n): 788.69 i I I I m n l / I I I I I I I W 21 O Q E E 0 U existing property line 0 J N 0 J Un Lu J w 0) Lu Z M 2 O a) ~ Z Q 0 LU U Ln Lu U o Lf) a - all f_ Lu_ I 30' D. & U. E. REFERENCED FROM THE PLAT OF SECTION ONE OF \ THE RIDGE AT THE LEGACY existing property line �Zexist sanitary mh 00 tr: 789.49 inv(e): 780.31 (per as -built information provided CII by city of carmel utilities. J N contractor to field verify & notify U engineer if variance exists) NV o (n r� w I 0 I I I I I I I I I I I I I I I I 0' 30' 60' SCALE: 1"=30' ` EXISTING LEGEND ® AIR CONDITIONER ® TELEPHONE HANDHOLE G BUSH $ TELEPHONE PEDESTAL ® CURB INLET ® TRANSFORMER ��cc -•.• � �•� COMBINATION POLE 10 TREE ❑ DETECTOR HOUSING ® TRAFFIC HANDHOLE ® DRAINAGE MANHOLE TRAFFIC POLE E3 ELECTRIC METER BOX $ TRAFFIC PEDESTAL FIRE HYDRANT $ �LLEDESTAL GUY WIRE Wv y HOSE BIB D4 WATER VALVE m MAILBOX ¢ YARD LIGHT PINE ohe OVERHEAD ELECTRIC LINE • POST otr OVERHEAD TRAFFIC LINE AMERICAN -� SIGN tr TOP OF RIM ELEVATION ILE STRUCTUREPOINT inv INVERT ELEVATION STUMP rcp REINFORCED CONCRETE PIPE INC, 0 RIGHT OF WAY MONUMENT bm 0 EROSION CONTROL LEGEND 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 I FAX 317.543.0270 ■11i ■ SILT FENCE www.structurepoint.com ■ ■ ■ ■ ■ ■ CONSTRUCTION LIMITS INLET PROTECTION �• AREA SUBJECT TO TEMPORARY y y y y SEEDING DURING CONSTRUCTION y y y AND PERMANENT SEEDING AFTER CONSTRUCTION IS COMPLETE (REFER TO LANDSCAPE PLANS) EROSION CONTROL BLANKET GRAVEL CONSTRUCTION ENTRANCE LEAFSPRING SCHOOL STAGING AREA r....... . u: 7 CONCRETE WASHOUT �••NE•� DUMPSTER / RECYCLING AREA %----•@ 14590 Cherry Tree Road rx4p: PORT -O -LET Carmel, IN 46062 - N.O.I. SIGN POSTING OUTLET PROTECTION ROCK DONUT 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 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. I DESCRIPTION I DATE Project Number 2017.02132 II CAUTION 11 THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN EROSION CONTROL ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks PLAN 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 C500 CONSTRUCTION. CALL TOLL FREE 811" OR 1-800-382-5544 INDIANA UNDERGROUND - The area scheduled for construction is known as "LeafSpring School" (hereinafter referred to as the "Project"). The property is located at 14590 Cherry Tree Toad, Carmel, Indiana, at a latitude of 39'60'51" N and a longitude of 86'03'39" W. 1. HYDROLOGIC UNIT CODE (HUI 05120201090010 2. IDENTIFICATION OF ALL RECEIVING WATERS: White River is the ultimate receiving water for the project area. 3. PRE -CONSTRUCTION AND POST -CONSTRUCTION ESTIMATE Or PEAK DISCHARGE- Pre-construction ISCHARGEPre-construction 10 -year discharge: XX.XX cis Post -construction 10 -year discharge: 0.32 cfs A SPECIFIC POINT WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: STORMWATER DRAINAGE FROM THE SITE WILL BE CONVEYED BY A PROPOSED STORM SEWER TO PROPOSED DRY DETENTION FACILITIY ALONG THE EAST SIDE OF THE SITE. THE DRY DETENTION FACIUTIES WILL DISCHARGE TO THE DRAINAGE EASEMENT ALONG THE EAST EDGE OF THE PROJECT SITE. 5. IDENTIFICATION Or ALL P07MAL DISCHARGES TO GROUND WATER: There are no locations on site where surface water may be discharged into ground water. 13. SOILS MAP INCLUDING SOIL DESCRIPTION AND LIMITATIONS: The Natural Resources Conservation Service (NRCS) Web Soil Survey of Hamilton County, Indiana, indicates Miami silt loam 0 to 2 percent and Miami silt loam 2 to 6 percent are located on the site. P The on-site soil will be treated as recommended by the geotechnical engineer if the conditions are unsuitable for the proposed construction. Remedial treatments may include, but are not limited to, removal of unsuitable sail and backfilling with engineered material, installation of a geofabric within or under the pavement system, or treatment of the subgrade with lime. 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED VAIN 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 soils. 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 fallowing construction materials will be staged or stored an site at various points during development of the site: 1. Structural fill. 2. Plastic drainage pipe. 3. Concrete drainage pipe. 4. Precast concrete manholes. 5. Rock rip -rap. TEMPORARY AND PERMANENT STORM WATER QUALITY MEASURES STATE AND FEDERAL WATER QUALITY PERMITS: Rule 5 N01 LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE Refer to the Erasion Control Plan for locations of each stormwater quality measure and the Erosion Control Details. 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. 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 an sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt Fence will be installed to prevent sedimentation from leaving the site. Refer to the Erasion Control Plan for locations and Erosion Control Details for details. SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS Rip rap outlet protection will be provided for all storm sewer outlets. Rock check dams shall also be installed in the temporary swales to promote channel stability. Refer to the Erosion Control Plan for locations and Erosion Control Details for details. STORM SEWER INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS The contractor shall Install inlet protection in each Inlet in paved areas. Refer to the Erosion Control Plan for locations and refer to Erosion Control Details for details. RUNOFF CONTROL MEASURES N/A STORMWATER OUTLET PROTECTION SPECIFICATIONS Stormwater outlets will be protected by riprap aprons. Refer to the Erosion Control Plan for locations and the Erosion Control Details for details. GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS Rip rap aprons at outlets will be utilized to prevent grade destabilization. Refer to Erosion Control Plan for locations and Erasion Control Details for details. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION: Refer to the Erosion Control Plan for locations of each stormwater quality measure and the Erosion Control Details. TORING AND MAINTENANCE GUIDELINES FOR EACH PROPOSED 5TORMWATER QUALITY MEASURE 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, name(s) and qualifications of personnel making the Inspection, the date 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 Sail and Water Conservation District. 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 are considered to be part of the project and must be included in the erosion control plans 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 70% 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 Inspection All controls should be inspected at least once every seven (7) calendar days and following any storm 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: 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 50%. 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 area should be replaced an a regular basis to maintain uniform protection. 5. Sediment Trap: Accumulated silt shall be removed and the basin shall be regarded 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 regarded 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. B. Stabilized Construction Entrance: Periodic regarding and top dressing with additional stones. 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. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed 9 Y P P Y into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Modifications/Revisions to SWPPP: Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven 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 seven calendar days of the inspection. 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 originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier or other structural controls. Assessing the need for and Installing additional controls will be a continuing contractor/subcontractor responsibility until final stabilization is achieved. 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. Notice of Termination: Compliance of the site with the General Construction Permit remains the responsibility of all operators that have submitted an N01 until such time as they have submitted a Notice of Termination (NOT). The permittee's authorization to discharge under the General Construction Permit terminates at midnight of the day the NOT is signed. All permittee's must submit an NOT within thirty (30) days after one or more of the following conditions have been met: 1. Final stabilization has been achieved on all portions of the site for which the permittee was responsible. 2. Another operator/permittee has assumed control over all areas of the site that have not been finally stabilized. 3. In residential construction operations, temporary stabilization has been completed and the residence has been transferred to the homeowner. DESCRIPTION OF PROPOSED POST -CONSTRUCTION STORMWATER QUALITY 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. Permanent Vegetation 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. Dux Detention Basin Basins collect, temporarily hold, and gradually release excess storm water from storm events. Detention is achieved through the use of an outlet structure that regulates the rate of storm water outflow. Mechanical BMP (Aqua -swirl) A BMP structure will be installed at the downstream end of the storm sewer system, prior to the storm sewer outlet. The primary purpose of the BMP is to remove sediment, oils and flootable debris from the stormwater prior to discharging from the site. Good Housekeepina 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. LOCATION, DIMENSIONS, SPECIFICATIONS AND CONSTRUCTION DETAILS OF EACH STORMWATER QUALITY MEASURE The fallowing 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 starmwater quality BMPs. An AquaSwirl unit will be installed at the east side of the site upstream of the dry detention basin. Refer to the Erosion Control Plan and Utility Plan for the location of the stormwater quality measures. DESCRIPTION OF MAINTENANCE GUIDELINES FOR POST -CONSTRUCTION STORMWATER DUALITY MEASURES Maintenance requirements for the detention pond, Aquaswirl, and Aquaflter, which will remain in place after construction is completed, are described below. Post construction maintenance requirements for the vegetated areas, detention pond, and Aquaswirl are to include periodic inspection as needed or at least every six months. Sediment shall be disposed of off site in accordance with all applicable laws. Areas that show signs of erosion shall be stabilized with erosion control blanket and/or seed as necessary. Refer to the Operations and Maintenance Manual for detailed inspection and maintenance procedures. 9. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION RELATIVE TO LAND -DISTURBING ACTIVITIES: 1. Schedule pre -construction meeting with City of Carmel Engineering Office at least 48 has prior to land disturbance. 2. Install construction entrance. 3. Utilize the gravel construction entrance for installation of the perimeter silt fence. Add stone if needed. Post the N01 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. Install check dams or stabilize the slopes with erosion control blankets. 7. Building pads and disturbed areas left dormant for more than 15 days, must be temporarily seeded. 8. Install storm sewer. 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. 9. Seed the perimeter of the site. 10. Remove all erosion and sediment control practices when areas have a uniform grass cover. a Excess soil shall be immediately stockpiled and seeded and/or removed from the construction site in accordance with all applicable laws. 11. TEMPORARY SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON: Straw mulch must be used as a minimum for the for all disturbed areas that are not receiving erosion control blanket or permanent landscaping. Refer to the Erosion Control Details, within the Seasonal Sail Protection Chart. PERMANENT SURFACE STABILIZATION SPECIFICAMI A. Loosen lawn area to a minimum depth of 6 inches. Mix soil amendments and fertilizers with topsoil at rates specified. Organic soil 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 per 1,000 sq. ft. of lawn area and not less than 4 percent phosphoric acid and 2 percent potassium. At least 50 percent of nitrogen to be organic foram. 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-release fertilizer for trees and shrubs: granular fertilizer consisting of 50 percent water -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. E. Sow seed using a spreader or seeding machine. Do not seed when wind velocity exceeds 5 miles per hour. 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. I. 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 Erosion Control Details, within the Seasonal Soil Protection Chart for timing of temporary and permanent seeding and grass seed specifications. 12 LOCATION OF ALL LOTS AND PROPOSED SITE IMPROVEMENTS The site will not be subdivided; therefore, there are no individual lots on the property. The Site Plan shows the proposed site improvements. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS Since the entire site is under a single ownership, there are not any individual building lots. DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE The proposed land use is commercial. The pollutants and sources of each pollutant normally expected from this type of land use are listed below: Pollutant Source: Passenger vehicles, delivery vehicles. Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass, metal and plastic fragments, grit, road de-icing materials. Pollutant Source: Commercial building. Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof drainage, aggregate or rubber fragments from roofing system. Pollutant Source:Trash dumpater. Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operations), uneaten food products, bacteria. Pollutant Source: Parking lot. Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching), pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments, wind-blown litter from off-site sources, elevated water temperatures from contact with impervious surfaces. Pollutant Source: Lawn and landscape areas. Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) The anticipated pollution sources are the vehicles that will use facility, Including both delivery trucks and passenger vehicle traffic. Possible pollutants Include oil, gasoline, anti -freeze and other pollutants associated with vehicular traffic. 1S. 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 dumpster's. The collection containers must be emptied periodically and the collected material hauled to a 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 soil 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: Contractors and subcontractors must comply with all state and local sanitary sewer, portable toilet, or septic system regulations. Sanitary facilities shall be provided at the site by each contractor or subcontractor throughout construction activities. The sanitary facilities should be utilized by all construction personnel and be 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 pollution prevention plan by the operator following on-site location of said facilities. Water Source: 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. Equipment Fueling and Storage Areas: Equipment fueling, maintenance, and cleaning should only be completed In protected areas (i.e., banned area). Leaking equipment and maintenance fluids will be collected and not allowed to discharge onto soil where they may be washed away during a rain event. Equipment wash dawn (except for wheel washes) should take place within an area surrounded by a berm. The use of detergents is prohibited. Hazardous Material Storage: Chemicals, paints, solvents, fertilizers, and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in beamed areas within covered storage facilities. Runoff containing such materials shall be collected, removed from the site, and disposed of in accordance with the federal, state, and local regulations. As may be required by federal, state or local regulations, the Contractor should have a Hazardous Materials 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 materials storage and handling procedures. The location of any hazardous material storage areas should be indicated an the stormwater pollution prevention plan by the operator fallowing on-site location of the storage areas. Material Handling and Spill Prevention: Discharge of hazardous substances or oil into starmwater is subject to reporting requirements. In the event of a spill of a hazardous substance, the operator is required to notify the National Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall submit a written description of 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 Soil and Water Conservation District. The 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 and subcontractor is responsible for complying with these reporting requirements. Concrete Washout: All concrete trucks waste material shall be completely contained and disposed in accordance with all local, state, and federal regulations. A pit or container is required when cleaning concrete chutes. Spill Response Plan: Minor - Small spills that typically involve oil gasoline, paint, hydraulic fluid etc. Minor spills can be controlled by the first responder at the discovery of the spill. • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to clean-up spill material and any subsequently contaminated soil and dispose of properly. Semi -significant Spills - Approximately ten gallons or less of pollutant with no contamination of ground or surface waters. Minor spills can be generally controlled by the first responder with help from other site personnel. This response may require other operations to stop to make sure the spill is quickly and safely addressed. At the discovery of the spill: • Contain spill to prevent material from entering storm or ground water. Do not flush with water or bury. • Use absorbent material to clean-up spills and dispose of properly. Spills on Impervious surfaces should be contained with a dry absorbent. Spills on clayey soils should be contained by constructing an earthen dike and should be disposed of as soon as possible to prevent migration deeper Into the soil and groundwater. Dispose of contaminated soils or absorbents properly. • Contact 911 if this spill could be a safety issue. P Y • Contact supervisors and designated inspectors immediately • Contaminated solids to be removed to an approved landfill. Major or Hazardous Spills - More than ten gallons, there is the potential for death, injury or illness to humans or animals or has the potential for surface or groundwater pollution. • Control or contain the spill without risking bodily harm. Temporarily plug storm drains if passible to prevent migration of the spill into the stormwater system. • Immediately contact the local Fire Department at 911 to report any hazard material spill. • Contact supervisors and designated inspectors immediately. Other county or municipal officials (City o Carmel Engineering Department) responsible for storm water facilities should be contacted as well. The contractor is responsible for having these contact numbers available at the job site. A written report should be submitted to the owner as soon as possible. • As soon as possible but within 2 hours of discovery, contact the Department of Environmental Management, Office of Emergency Response 1-888-233-7745. The following information should be noted for future reports to IDEM or the National Response Center. o Name, address and phone number of person making the spill report o The location of the spill o The time of the spill o Identification of the spilled substance o Approximate quantity of the substance that has been spilled or may be further spilled o The duration and source of the spill a Name and location of the damaged waters a Name of spill response organization a What measures were taken in the spill response a Other information that may be significant Additional regulation 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 Emergency Response. 14 OWNER'S INFORMATION: Name: Rainbow Station Address: 10408 Olio Road, Fishers, IN 46040 Representative: Steve Ramos Title: President/Owner Telephone: (317) 401-3800 OPERATOR'S INFORMATION: Name: Rainbow Station Address: 10408 Olio Road, Fishers, IN 46040 Representative: Steve Ramos Title: President/Owner Telephone: (317) 401-3800 Past SNW 1. Description of Potential Pollutant sources associated with the proposed land use: Pollutant Source: Passenger vehicles, delivery vehiolee. Type of Pollutant: Oil, gasoline, diesel fuel, my hydrocarbon associated with vehicular fuels and lubricants grease, antifreeze, windshield cleaner solution, broke fluid, broke dust rubber, glass, metal and plastic fragments, grit, road de-icing materials Pollutant Source. Trash dumpster Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated with distribution operational uneaten food products, bacteria. Pollutant Source: Lawn and landscape areas Type of Pollutant: Fertilizers, soil, agenic material (leaves, mulch, grass clippings) 2. Post -Construction Stormwater qudity measures: The stormwater quality measures proposed with this project are an Agaaswid, a vegetated swale, rain gardens, a wet bottom detention pond, and an Aqua -Filter (at the gas station site). a. Location - Refer to Grading Plan It. Dimensions - Refer to Grading Plan (minimum vegetated swale length for proposed disturbance: 1,397 10 C. Sizing calculations - Refer to drainage report d. Detailed specifications - Refer to drainage report e. Construction Details - Refer to Grading Ran 3. Sequence describing stormwater quality measure implementation: The Aqua-SWid and Aqua -Filter will be installed at the start of construction during the utility construction phase of the project and will remain as permanent water quality features. The existing wet detention pond and vegetated swales along with the proposed rain gardens will Aso act as stormwater quality measures 4. Stormwater quality measures to be Implemented to prevent or minimize adverse Impacts to stream and riparian habitats. The wet detention pond. Aqua -Swirl and Aqua -Filter will be used to remove sediment from the runoff before it is discharged. 5. An Operation and Maintenance Manual for all post -construction stormwater quality measures Please see the supplemental O&M for cil required information. ORAMERICAN ■ STRUCTUREPOINT ■ INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 STORMWATER POLLUTION PREVENTION PLAN C510 �P lms HOLE: ALTEWMMVE SUPPORT STORM MAY SE SLWnTUTED FOR HARM= POSTS AND CROSS BRACTS CONTRIBUTING DRAINAGE AREA • ONE ACRE MAXIMUM. EFFECTIVE LIFE • SIX MONTHS (MAXIMUM). CAPACITY • RUNOFF FROM A TWO-YEAR FREQUENCY. 2hHOUR STORM EVENT ENTERING A STORM DRAIN WIR CUT BYPASS ROW. GEOTEXTLE 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. (STRUCTURE MUST WITHSTAND IY-FOOT HEAD OF WATER AND SEDIMENT WITHOUT COLLAPSING OR WITHSTANDING) 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. • GEOTEXTLE FABRIC. TABLE 2. GEOTE%TLE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) PHYSICAL PROPERTY WOVEN NON -WOVEN APRON LENGTH GEOTEXTILE FABRIC GEOTEXTLE FABRIC FILTERING EFFICIENCY 115% 85% UV RESISTANCE ]OR 85% (INHIBITORS AND 6 IN. MIN. 4 TO 6 FT. STABIUZERS TO ENSURE 24 IN. 6 IN. MIN. SX MONTH MINIMUM UM 12 TO 22 FT. 30 IN. AT TEMPERATURES 0' TO 8 TO 10 FT. 14 TO 20 F1 120' F) 6 IN. MIN. 10 TO 12 FT. TEXTILE STRENGTH AT 4B IN. 6 IN. MIN. 20% ELOINGAIION 18 TO 36 FT. 70 LBS. STANDARD STRENGTH 30 LBS PER UNEAL INCH 50 LBS. PER LINEAL INCH EXTRA STRENGTH SO LBS/,�PER UNEAL INCH 7D LBS. PER LINEAL INCH SLURRY ROW RATE 0.3 GAL./MIN./SQUARE FOOT 4.5 GAL./MIN./SQUARE FOOT WATER FLOW RATE 115 CAL./MIN./SQUARE FOOT 22D GAL./MIN./SQUARE FOOT PROVIDE CROSS BRACING WIZEN NECESSARY �z m� IffiNLAIDE 1. DIG AN EIGHT -INCH DEEP, FOUR -INCH WIDE TRENCH AROIIND THE PERIMETER OF THE INLET. 2. IF USING PRE -ASSEMBLED GEOTEXTLE FABRIC AND POSTS, DRIVE THE POSTS INTO THE SOIL, TGHT_Y STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE GEOTEXTLE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE: IF ASSEMBLING THE GEOTE%TLE FABRIC AND POSTS ON-SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE THE GEOTE%TLE FABRIC TO THE POSTS BY PLACING A PIECE OF UTNE 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 GEOTE%TLE 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. MOM N SIIUATNWBL WHERE STORM WATER WAY BWAS9 THE STRUCTUIE, ETHER • SET THE TOP OF THE MOUND ELEVA FABRIC FILTER AT LEAST SSI INCHES LOWER THAN THE GROUND ELEVATION ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, • BUILD A TEMPORARY DIKE, COMPACTED TO SX 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. • INSPECT 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 36 INCH (MIN.) SECURED WITH LATHE HARDWOOD POST COMPACTED FILL ROW SILT FENCE INLET PROTECTION NOT TO SCALE (REV. 01/17) TOP OF APRON LEVEL WITH RECEIVING CHANNEL CAPACITY • PEAK RUNOFF FROM E 10 -YEAR FREQUENCY, HOUR STORM EVENT OR THE DESIGN DISCHARGE TE OF THE WAR CONVEYANCE STRUCTURE, WHICHEIAE VER IS GREATER. MAXIMUM VELOCITY • TEN FEET PER SECOND. APRON • ALIGNED STRAIGHT WITH CHANNEL ROW. 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 db STONE SZE OF 15 INCHES OR URGER. •• 1.5 TIMES THE MAXIMUM STONE DIAMETER FOR A dm STONE SZE OF 15 INCHES OR LESS. TABLE 1. SIZING FOR ROW DISSIPATERS AT CULVERT PIPE OUTLETS PIPE SZE RIPRAP NVEDIAM AGE ER APRON WIDTH*LENGTH" 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 FT. 8 TO 18 FT. 24 IN. 6 IN. MIN. 6 TO a FT 12 TO 22 FT. 30 IN. 6 IN. MIN. 8 TO 10 FT. 14 TO 20 F1 }fi IN. 6 IN. MIN. 10 TO 12 FT. 16 TO 32 FT. 4B IN. 6 IN. MIN. 12 TO 14 FT. 18 TO 36 FT. INSTALL 3 TO 4 60 •T" STEEL FENCE POSTS USE ONE 16• UWSTUCK PANEL WRAPPED W/ GEOTE%TLE FABRIC SECURE POSTS TO NOTE: THIS MEASURE IS NOT RECOMMENDED FOR PAVED SURFACES DUE TO INABILITY TO ENTRENCH THE FABRIC AND LACK OF AN ANCHCRING SYSTEM. STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE DRAIN PIPE EROSION AND UNDERCUTTING OF THE PIPE MATERIALS • RIPRAP •• HARD, ANGULAR, HIGHLY WEATHER RESISTANT. •• SPECIFIC GRAVITY OF AT LEAST 2.5. •• SIZE AND GRAOATON THAT WILL WITHSTAND VELOCITES OF STORM WATER DISCHARGE FLOW DESIGN. •• WELL -GRADED MIXTURE OF STONE WITH SO PERCENT OF THE STONE PIECES, BY WEIGHT, LARGER THAN THE dm SIZE AND THE DIAMETER OF THE LARGEST SWINE EQUAL TO 1.5 TIMES THE dm SIZE. • GEOTEXTILE FABRIC OR WELL -GRADED AGGREGATE (INDOT CA NO. 9, 11, OR 12). mamNLA11. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWAIERED FOR FOUNDATION PREPARATION. 2 EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THIS THICKNESS OF FILTER MEDIUM ANO RIPRAP. 3. COMPACT ANY FILL USED IN SIBGRAOE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MAIERIAL 4. SMOOTH SIBGRAOE ENOUGH TO PROTECT GEOTEXTL£ FABRIC MGM TEARING. S PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS BLEND RIPRAP SMOOTHLY TO SURROUNDING GRACE. 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 TAILWATER DEPTH OR THE TOP OF THE BANK WHICHEVER IS LESS. ]. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP REPAIR IMMEDIATELY BY LAYING AND STARING A PIECE OF FABRIC OVER DAMAGED AREA. OWRUPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES B. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIMNG CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) Y!IffiHW m • INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS • INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PUCEMENT AT FINISHED GRADE. • CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. "APRON WIDTH AT THE NARROW END OF APRON (PIPE OR CHANNEL OUTLET). CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. ""SELECT LENGTH TAKING INTO CONSIDERATION THE LOW ROW (NO PRESSURE HEAD) OR HIGH FLOW (PRESSURE HEAD) CONDITIONS OF THE CULVERT PIPE. RIPRAP OUTLET PROTECTION NOT TO SCALE (REV. 01/1]) POST POST NS7lllAM 1. REMOVE THE STORM SEWER GRAZE AND PLACE THE FRAME INTO THE GRAZE OPENING. 2. PLACE CEOIE%TLE FABRIC INTO THE FRAME AND SECURE ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS. 3. REPLACE THE STORM SEWER GRATE. • INSPECT DALY. • REMOVE ACCUMULATED SEDIMENT AND DEBRIS AFTER EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT RE-ENTER THE PAYED AREA OR STORM DRAINS. • REPLACE OR CLEAN GEOTEXTILE FABRIC AS NEEDED. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, RQAOVE INLET PROTECTION. MANAGEABLE 2 FO CONTAINMENT ARE HANDLES FOR EASY REMOVAL POLYESTER MESE REINFORCEMENT (OUTER LAYER: UREA STAINLESS STEEL BAND (HEMMED INTO BAG) xOLYPROPYLENE :EDMIMLE III °ABRIC (INNER LAYER) OPTIONAL OUTFLOW PORTS DROP-IN INLET PROTECTION TO BE USED IN PAVED AREAS. 111:167:0IZ0I111I:1i:1:141IX131 161121 S�TlDOEA DRAINAGE AREA •LIMITED TO QUARTER ACRE PER 100 LINEAR FEET OF FENCE. • NRTIER 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 RIE 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 iTRAPS < 2R <50:1 STORM 2% - 5% GRATE OPTIONAL SR - 10R" OUTFLOW 1 50 FEET PORTS 10:1 TO 5:1 1 25 FEET REINFORCED - > 5:1 CORNERS LIMPING ELONGATION TRAPS STORM MANAGEABLE 2 FOOT INLET CONTAINMENT AREA HANDLES FOR EASY REMOVAL POLYESTER MESE REINFORCEMENT (OUTER LAYER: UREA STAINLESS STEEL BAND (HEMMED INTO BAG) xOLYPROPYLENE :EDMIMLE III °ABRIC (INNER LAYER) OPTIONAL OUTFLOW PORTS DROP-IN INLET PROTECTION TO BE USED IN PAVED AREAS. 111:167:0IZ0I111I:1i:1:141IX131 161121 S�TlDOEA DRAINAGE AREA •LIMITED TO QUARTER ACRE PER 100 LINEAR FEET OF FENCE. • NRTIER 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 RIE 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 < 2R <50:1 100 FEET 2% - 5% ISM TO 20:1 1 75 FEET SR - 10R" 120,1 TO 10:1 1 50 FEET 10R - 20%*1 10:1 TO 5:1 1 25 FEET > 20% > 5:1 1 15 FEET "CONSIDBH OTHER ALTERNATVES. 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 (TU BURY AND ANCHOR THE LOWER PORTON OF THE FENCE FABRIC). NOTE AN ALTERNATIVE TO TRUCHM IS 70 USE &®SACK EOUPIOIT TO ROW IN SHE SILT FENCE. MATERIALS AND SILT FENCE SPECIFICATIONS • FABRIC - WOVEN OR NON -WOVEN GEOTEXTILE FABRIC, MEETING SPECIFIED MINIMUMS OUTUNED IN TABLE 2. TABLE 2. GEOTEXTLE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) PHYSICAL PROPERTY WOVEN NON -WOVEN GEOTEXTILE FABRIC GEOTE%TLE FABRIC FILTERING EFFICIENCY 85% TEXTILE STRENGTH AT 20% ELONGATION STANDARD STRENGTH 30 LHS. PER LINEAL INCH 50 LBS. PER LINEAL INCH EXTRA STRENGTH 50 LBS. PER WEAL INCH 70 LBS. PER LINEAL INCH SLURRY ROW RATE 0.3 GAL./MIN./SQUARE FOOT 4.5 GAL IN. ARE FOOT WATER ROW RALE 15 GAL./MIN./SQUARE FOOT 220 GAL IN. QUARE FOOT UV RESISTANCE ]OR 85X POST SPACING ]FEET 5 FEET NOTE: SILT FENCES CAN BE PURCHASED COMMERCIALLY. • HEIGHT - A MINIMUM OF 18 INCHES ABOVE GROUND LEVEL (30 INCHES MAXIMUM). • REINFORCEMENT - FABRIC SECURELY FASTENED TO POSTS WITH WOOD LATHE. • SUPPORT POSTS - 2%2 INCH HARDWOOD POSTS. STEEL FENCE POSTS MAY BE SUBSTITUTED FOR HARDW POSTS (STEEL POSTS SHOULD HAYS PROJECTIONS FOR FASTENING FABRIC). • SPACING - EIGHT FEET MAXIMUM IS FENCE IS SUPPORTED BY WIRE MESH FENCING, SIX FEET MAXIMUM FOR EXTRA -STRENGTH FABRIC WITHOUT WRE BACKING, THE CONTOUR OF TO PROVIDE A SUCH THAT THE FENCE END AT ITS LOWEST 2. 3. 4. 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 SLT FENCE BL BEND COOIAUCIFB OI -SITE, ATTACH THE FILTER FABRIC 10 THE SUPPORT 110815 DOM 10 TABLES 1 AND S FOR SPACING AND OEOIEI(IILE S'EOi1CAlOo AND ATTACH WOODEN LATHE 70 SB.1NE THE FABRIC 70 THE POSTS ALLOW FOR AT LEAST 12 NOES OF FAB= BELOW OROLWD LEVE. COPLEIE THE SLT FENCE NW AL ADOH, FOLLOWING STEPS 1 WROUGIH S ABOVE. mamm2L•• INSPECT IMTHIN 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 allMNED WITHIN THIS MEASURE. • REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR MEN IT REACHES ON -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. MEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS. GRADE THE SIZE TO BLEND WITH THE SURROUNDING AREA. AND STABILIZE. GEOTEXTILE FABRIC 36 INCH (MIN.) SEWRED WITH LATHE HARDWOOD POST COMPACTED FILL WOO ROW WiffI7 AIIIIi -4• SILT TLE F BRIG - OWN-sLOPF col i i -i FENCE SILT FENCE CONSTRUCTION NOT TO SCALE (REV. 01/17) NOTE: SILT FENCE IS NOT RECOMMENDED FOR USE AS A DIVERSION AND SHOULD NOT BE USED ACROSS A STREAM, CHANNEL, DITCH, SWALE. OR ANYWHERE THAT CONCENTRATED ROW IS ANTICIPATED. p4ER9IXH RIDGE In WTI 3:1 SCE SLOPE �•�� R1.R Mel 150' MINIMUM GEOTEXTILE FABRIC UNDERLINE �W ����.I :WWW ����W;�•✓';�' • ..IxW . 8• MINIMUM INDOT CA NO. 2 AGGREGATE SEECEICAMM LOCATION • AVOID LOCATING ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADS. DIMENSIONS • WIDTH: TWENTY (20) FEET MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT ROADWAY. MHICHEWR IS GREATER. • LENGTH: ONE -HUNDRED FIFTY (150) FEET MINIMUM (LENGTH CAN BE SHORTER FOR SMALLER STES). • THICKNESS: EIGHT (8) INCHES MINIMUM. MATERIALS • ME (1) TO TWO ANO ME -HALF (2-1/2) INCH DIAMETER WASHED AGGREGATE (INDOT CA NO. 2). • ONE-HALF (1/2) TO ME AND ONE-HALF (1-1/2) INCH WASHED AGGREGATE (INDOT CA NO. 53); OPTIONAL, USED PRIMARILY MERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TRES. • GEOTEXTILE FABRIC UNDERUYMENT (USED AS A SEPARATE LAYER TO PREVENT INTERMIXING OF AGGREGATE AND THE UNDERLYING SOIL MATERIAL AND TO PROVIDE GREATER BEARING STRENGTH WHEN ENCOLMTERING WET CONDITIONS OR SOILS WITH SEASONAL HIGH WATER TABLE LIMITATIONS). 'sraLLAUR 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MAIERIAL FROM THE FOUNDATION AREA 2. GRACE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. IF THE SLOPE OF THE CONSTRUCTION ENTRANCE IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO 2 PERCENT CONSTRUCT AN BGHT 8 INCH HIGH DIVERSIONRIDGE WITH A RATIO OF 3 -TO -1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET FROM FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE ROAD SEE CROSS -BECTON VIEW ABOVE. 3. INSTALL A WLONS PIPE UNDER THE PLA IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE srAaIATY. S. PLACE AGGREGATE (INDOT CA N0. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND MOPED DRAINAGE. 8. POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPOR CONSTRUCTION CONSTRUCTIOTR N INGRESS/ECRESS PAD 10 A SEDIMENT AP OR BASIN. dam • INSPECT DAILY. • RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. • TDP -DRESS WITH CLEAN AGGREGATE AS NEEDED. • IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. • FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A s601MENr TMAP OR BASH. GRAVEL CONSTRUCTION ENTRANCE (SITES LARGER THAN TWO ACRES) NOT TO SCALE (REV. 01/1]) OHI, AMERICAN 00 STRUCTUREPOINT ■. INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 EROSION CONTROL DETAILS C520 SEEDBED PR�EPMAION • GRADE AND APPLY SOIL AMENDMENTS. SEEDING FREQUENCY SEED FINAL GRADED AREAS DAILY WHILE SOIL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER • NINETY PERCENT OR GREATER OVER THE SOIL SURFACE. MATERIALS • SOIL AMENDMENTS - SELECT MATERIALS AND RALES AS DETERMINED BY A SOIL LEST (CONTACT YOUR COUNTY SOIL AND WATER CWSERVAmm DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION INCLUDING AVAILABLE SOIL MSTNG SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN TUE SOIL PROFILE. • SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF SOIL TYPE, SOIL pH, REGION OF THE STATE, TIME OF YEAR, AND INTENDED LAND USE OF THE AREA M BE SEEDED (SEE TABLE 1). • MULCH - STRAW, HAY, WOOD FIBER. ETC. (TO PROTECT SEEDBED. RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WTH PREMANUFACTURED EROSION CONTROL BLANKETS SEEDING mms SITEPREPARATION 1. GRADE TUE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF WGETATON. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY. SOIL FRIABILITY. AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. LEST SOIL TO DETERMINE pH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL LEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER. OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE OPERATED ACROSS TUE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. 2. APPLY SEED UNIFORMLY WTH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED M A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SED -TO -SOIL CONTACT BY FIRMING, THE SEEDBED WTH A RCLLER M CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WTH A HYDROSEEDER. FERTUZER AND MULCH CAN BE APPUED WTH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CMSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS. AREAS AND THEN IF VEGETATON FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL pH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. ADD FERTUZER THE FOLLOWNG GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATONS. RRTIUM TURF AREAS ANNUALLY. APPLY FERTUZER IN A SPLIT APPLICATION. FOR COOL -SEASON GRASSES. APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR WARM -SEASON GRASSES, APPLY 01 IN EARLY SPRING, WE -THIRD IN LATE SPRING, AND THE REMAINING 01 IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE. CONSIDER INTENDED LAND USE AND SIZE CONDITIONS, INCLUDING SOIL PROPERTES (E.G., SOIL PH AND DRAINAGE). SLOPE ASPECT. AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. OPEN LOW -MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE OPTIMUM SOL pH OPTIMUM DAMS" PURE UVE SEED 150 LBS. 1. PERENNIAL RYEGRASS 70 LBS. 5.5 TO 7.0 WHITE CLOVER• 2 LBS. 5.6 TO 7.0 2. PERENNIAL RYEGRASS 70 LBS. 1/4 INCH TALL FESCUE•• 50 LBS. 5.8 TO 7.0 3. TALL FESCUE•• 70 LBS. 5.5 TO ].5 WHITE CLOVER• 2 LBS. 5.5 TO 7.5 STEEP BANKS AND CUTS, LOW -MAINTENANCE AREAS (NOT MOWED) SEED MIXTURES RATE PER ACREPURE OPTIMUM SOIL pH OPTIMUM DAMS" LIVE SEED 150 LBS. 1. SMOOTH BROME GRASS 35 LBS. 5.5 TO 7.0 RED CLOVER* 200S. 5.6 TO 7.0 2. TALL FESCUE•• 50 LBS. 1/4 INCH WHITE CLOVER• 2 LBS 5.5 TO 7.5 3. TALL FESCUE** 500S 5.5 TO ].5 RED CLOVER• 200S. MAY 1 -JULY 30 4. ORCHARD GRASS 30 LBS. 1 TO 2 INCHES RED CLOVER• 20 LBS. 5.6 TO 7.0 WHITE CLOVER* 2 LBS. SORGHUM 5. CROWNVETCH• 12 LBS. 5.5 TO ].0 TALL RESCUE" 30 LBS. 5.6 TO ].0 LAWNS AND HIGH -MAINTENANCE AREAS SEED MIXTURES RATE PER ACRE OPTIMUM SOIL pH OPTIMUM DAMS" PURE LIVE SEED 150 LBS. 1. BLUEGRASS 140 LBS 5.5 TO 7.0 2. PERENNIAL RYEGRASS 60 LBS. 5.6 TO 7.0 TURF TWE SO LBS. 1/4 INCH 3. TALL FESCUE 170 HIS 40 LBS. (TURF 30 LBS. 5.6 TO ].5 UEGRASS)•• 1 TO 2 INCHES MAY 1 -JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES SEED MIXTURES RATE PER ACRE OPTIMUM SOIL PH 1 TO 2 INCHES PURE LIVE SEED SORGHUM 1. PERENNIAL RYEGRASS 150 LBS. 5.5 TO ].0 WHITE* 2 LBS. 2. KENTUCKY BLUEGRASS 20 LBS. SMOOTH BROMEGRASS 10 LBS. SWTCHGRASS 3 LBS TIMOTHY 4 LBS SS TO ].5 PERENNIAL RYEGRASS 10 LBS. WHITE CLOVER•• 2 LBS 3. TALL FESCUE• 150 LBS. WHITE CLOVER•• 2 LBS. 5.5 TO 7.5 C TALL FESCUE•• 150 LBS. PERENNIALRYEGRASS 20 LBS. 5.5 TO 7.5 KENTUCKY BLUEGRASS 20 LBS. *FOR BEST RESULTS: (A) LEGUME SEED SHWLD BE INOCULATED; (B) SEEDING MIXTURES CONTAINING LEGUMES SHOULD PREFERABLY BE SPRING -SEEDED, ALTHOUGH THE GRASS MAY BE FALL -SEEDED AND THE LEGUME FROST -SEEDED; AND (C) IF LEGUMES ARE FALL -SEEDED, DO W IN EARLY FAU_ •'TALL FESCUE PROMDES UTTE COVER FOR. AND MAY BE TOXIC TO SOME SPECIES OF WILDLIFE. THE INDIANA DEPARTMENT OF NATURAL RESOURCES RECOGNIZES THE NEED FOR ADDITIONAL RESEARCH ON ALTERNATIVES SUCH AS BUFFALOGRASS, ORCHARDMASS, SMOOTH BROMEGRASS, AND SWTCHGRASS. THIS RESEARCH, IN CQUJUNCTION WTH DEMONSTRATION AREAS. SHOULD FOCUS ON EROSION CONTROL CHARACTERISTICS, Mul TOXICITY, TURF DISABILITY, AND DROUGHT RESISTANCE. SEEDBED PREGECU➢O H • GRADE AND APPLY SOIL AMENDMENTS. SEEDING FREQUENCY • SEED ROUGH GRADED AREAS DAILY WHILE SOIL 15 STU 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 (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION. INCLUDING AVALABU SOIL TESTING SERVICES) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPUCATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOIL PROFlIE. • SEED - SELECT APPROPRIATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF QUICK GERMINATION. GROWTH. AND TME OF YEAR TO BE SEEDED (SEE TABLE 1). • MULCH - STRAW, HAY, WOOD FIBER, ETC. (TO PROTECT SEEDBED, RETAIN MOISTURE, AND ENCOURAGE PLANT GROWTH). ANCHORED TO PREVENT REMOVAL BY END OR WATER OR COVERED WTH MANUFACTURED EROSION CIONTROL BLANKETS. TABLE 1. SLOPE STEEPNESS RESTRICTIONS SEED SPECIES* RALE PER ACRE PLANTING DEPTH OPTIMUM DAMS" MEAT OR RYE 150 LBS. 1 TO 1-1/2 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. 1 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 BROADCAS 300 LBS. 1 TO 2 INCHES MAY 11 -AUG. 10 SORGHUM 35 LBS. 1 TO 2 INCHES MAY 1 -JULY 15 *PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER. ESPECIALLY IF THE AREA TO BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. SEEDING DONE CUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DALES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT WTHIN THE STATE NOTES: MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN UEU OF TEMPORARY SEEDING. PROVIDED THAT IT IS APPROPRIATELY ANCHORED. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS W STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED ROW. SOMIR-AERLIChM SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY MO TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. 2. APPLY SEED UNIFORMLY WTH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. NOTES: 1. IF DRILLING OR BROADCASTING THE SEED. ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WTH 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 WTH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WTH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. •• INSPECT WTHIN 2244• 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 THERE NECESSARY. • IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WTH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. NOTES: 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES AT THE FOLLOWING RATES: A. SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS. Cl AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. IIIIJILI MATE TALS IM TABLE 1. SLOPE STEEPNESS RESTRICTIONS MATERIAL* RATE PER ACRE COMMENTS CRIMP OR PUNCH THE STRAW OR HAY TWO FARM DISK (DULL SERRATED. SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS. STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE. MUST BE OPERATE DOZER UP AND DONT SLOPE TO TRACKS CRIMPED OR ANCHORED SEE TABLE 2). WOOD FIBER 1 TOM APPLY WITH A HYDRAULIC MULCH OR CELLULOSE SYNTHETIC TACKIFlERS, MACHINE AND USE WITH TACKING AGENT. -MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION CONTROL BLANKETS OR OTHER STABILIZATION METHODS. COVERAGE • THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE SOIL SURFACE. ANCHORING TABLE 2. MULCH ANCHORING METHODS ANCHORING METHOD• HOW TO APPLY MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY TWO FARM DISK (DULL SERRATED. TO FOUR INCHES INTO THE SOIL OPERATE AND BLADES SET STRAIGHT) MACHINERY ON THE CONTOUR OF THE SLOPE. CLEATNG WTH DOZER OPERATE DOZER UP AND DONT SLOPE TO TRACKS PREVENT FORMATION OF RIUS BY DOZER CLEATS WOOD FIBER APPLY ACCORDING TO W000 HYDROMULCH FIBERS MANUFACTURER'S RECOMMENDATONS. SYNTHETIC TACKIFlERS, APPLY ACCORDING TO BINDERS, OR SOIL STABILIZERS MANUFACTURER'S RECOMMENDATONS. INSTALL NETTING IMMEDIATELY AFTER APPLYING MULCH. ANCHOR NETTING WTH STAPLES. EDGES NETTING ( SYNTHETIC OR OF NETTING STRIPS SHOULD OVERLAP WTH NETTING (SYNTHETIC OR EACH UP-SLOPE STRIP OVERLAPPING FOUR TO BIODEGRADABLE MATERIAL) SIX INCHES OVER THE ADJACENT DOWER -SLOPE STRIP. BEST SUITED TO SLOPE APPLICATIONS IN MOST INSTANCES, INSTAUATION GUAM ARE SIZE SPECIFIC, SO MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. *ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND AND/OR WATER. MLL2LAEELEABK 1. APPLY MULCH AT THE RECOMMENDED RALE 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 APPUCATON. THE MULCH CAN BE ANCHORED USING ME OF THE METHODS LISTED BELOW: a. CRIMP WTH A MULCH ANCHORING TOOL A WEIGHTED FARM DISK WITH DULL SERRATED BLADES SET STRAIGHT. OR TRACK CLEATS OF A BULLDOZER. b. APPLY HYDRAUUC MULCH WTH SHORT CELLULOSE FIBERS, c. APPLY A LIQUID TACKIFlER, OR d. COVER WTH NETTING SECURED BY STAPLES INSPEC IBBW1BNE • INSPECT24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALEVENDND AR DAYS • CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGEDAREA RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN PLACE. S CONTINUE INSPECTIONS UNTIL RECURRING, USE IS FIRMLY ESTABLISHED. • IF EROSION IS SEVER TI RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. PERMANENT SEEDING HATH MULCH NOT TO SCALE (REV. 01/17) TABLE 1. SLOPE STEEPNESS RESTRICTIONS MATERIAL* RATE PER ACRE COMMENTS CRIMP OR PUNCH THE STRAW OR HAY TWO M FARM DISK (DULL SERRATED. SHOULD BE DRY, FREE OF UNDESIRABLE SEEDS. STRAW OR HAY 2 TONS SPREAD BY HAND OR MACHINE OPERATE DOZER UP AND DONT SLOPE TO PREVENT X MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). WOOD FIBER 1 TUM APPLY WTH A HYDRAULIC MULCH OR CELLULOSE SYNTHETIC TACKIFlERS, MACHINE AND USE WITH TACKING AGENT. *MULCHING IS NOT RECOMMENDED IN CONCENTRATED FLOWS. CONSIDER EROSION CONTROL BLANKETS OR OTHER STABILIZATION METHODS. COVERAGE • THE MULCH SHOULD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE SOIL SURFACE. ANCHORING TABLE 2. MULCH ANCHORING METHODS ANCHORING METHOD* HOW TO APPLY MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY TWO M FARM DISK (DULL SERRATED. FOUR INCHES INTO THE SOIL. OPERATE MACHINERY AND BLADES SET STRAIGHT) ON THE CONTOUR OF THE SLOPE. CLEATING WTH DOZER TRACKS OPERATE DOZER UP AND DONT SLOPE TO PREVENT X FORMATION OF RILLS BY DOZER CLEATS. WOOD HYDROMULCH FIBERS APPLY ACCORDING TO MANUFACTURER'S •+2 RECOMMENDATONS. SYNTHETIC TACKIFlERS, APPLY ACCORDING NO MANUFACTURER'S BINDERS, OR SOIL STABILIZERS RECOMMENDATONS. INSTALL NETTING IMMEDIATELY AFTER APPLYING MULCH. ANCHOR NETTING WTH STAPLES. EDGES OF NETTING NETTING ( SYNTHETIC OR ER STRIPS SHOULD OVERLAP WTH EACH UP-SLOPE STRIP BIODEGRADABLE MATERIAL) OVERLAPPING FOUR TO INCHES OVER THE ADJACENT DOWN-SLOPE STRIP. BEST SUITED SLOPE APPUCATONS. IN MOST INSTANCES,.INSTALLATION DETAILS ARE SIE SPECIFIC. 50 MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. *ALL FORMS OF MULCH MUST BE ANCHORED NO PREVENT DISPLACEMENT BY END AND/OR WATER. EBBm./tllY'd➢aL 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 MSIBLE 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AFTER APPUCATION. THE MULCH CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW a. CRIMP WTH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WTH DULL SERRATED BLADES SET STRAIGHT, OR TRACK CLEATS OF A BULLDOZER, b. APPLY HYDRAULIC MULCH WTH SHORT CELLULOSE FIBERS, c. APPLY A LIQUID TACKIFlER, OR d. COVER WITH NETTING SECURED BY STAPLES wauNeFCOMIlNG% • INSPECT WTHIN 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 ESTABLISHED. • IF EROSION IS SEVER OR RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA. ](01i� METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES 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. 'OLWTHYMNE .UNING (10 MIL): HE LINING SHOULD :%TEND OVER THE ;TRAW BALES. 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 M FT THE WASHOUT SYSTEM WITHOUT SEAMS OR OVERLAP OF THE LINING (DESIGNED AND INSTALLED SYSTEMS). SIGNAGE. • ORANGE SAFETY FENCING OR EQUIVALENT. • STRAW BALES, SANDBAGS (BAGS SHOULD BE ULTRAVIOI.ET-STABILIZED GEOTEXIILE FABRIC), SOIL MATERIAL OR OTHER APPROPRIATE MATERIALS THAT CAN BE USED TO CONSTRUCT A CONTAINMENT SYSTEM (ABOVE GRACE SYSTEMS). • METAL PINS OR STAPLES AT A MINIMUM OF SIX INCHES IN LENGTH, SANDBAGS, OR ALTERNATIVE FASTENER TO SECURE POLYETHYLENE LINING TO THE CONTAINMENT SYSTEM. • NON-COUAPSING AND NON -WATER HOLDING COVER FOR USE DURING RAIN EVENTS (OPTONAL). ROLLIJIM PREFABRICATED WASHOUT SYSTEMS/CONTAINERS INSTALL AND LOCATE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. DESIGNED AND INSTALLED SYSTEMS • UTLIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN M INSTALL THE SYSTEM. • DEPENDENT UPON THE TWE 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 (EARS OR PUNCTURES IN THE POLYETHYLENE LINING. • INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE UNING SHOULD EXTEND OVER THE ENTRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WTH ENOUGH MATERIAL TO EXTEND THE UNING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WTH PINS STAPLES, OR OTHER FASTENERS. • PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CWSTRUCTON 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 (OPTIONAL). • INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. • POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS • THERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 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. • EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTNUED UNTIL APPROPRIATE MEASURES CAN BE INMATED TO CLEAN THE STRUCTURE PREFABRICATED SYSTEMS SHOULD AM UTILIZE THIS CRITERION. UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS. • 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 SIZE, RECYCLE OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION/DEMI LANDFILL SITE. RECYCLING OF MATERIAL IS EN0DJRAGEO. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCUNG SHOULD BE CHECKED LOCALLY. • THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE UNING. • THE COUCRETE 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 THBR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW MIR ACCEPTANCE OF THIS MATERIAL ANOTHER OPTON WOULD BE TO UTILIZE A SECONDARY CONTAINMENT BE SIZE MANAGEMENT • COMPLETE CCNSTRUCTICN/INSTAUUTW OF THE SYSTEM AND HAVE WASHOUT LOCATWS OPERATIONAL PRIOR TO CONCRETE DELIVERY. • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, MEANS, RIVERS, CREEKS DITCHES. OR STREETS • NEVER WASH OUT INTO A STORM SEWER GRIMACE SYSTEM. THESE SYSTEMS ARE TYPICALLY CONNECTED M 301 2]: 251 22: 201 MOPE 17: LENGTH 1Y FT. 12: 10T ]5 50 25 A 3' X 13 EXCAVATION m ----R-. - y C X B X A X B X +C •+2 \\ 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 M FT THE WASHOUT SYSTEM WITHOUT SEAMS OR OVERLAP OF THE LINING (DESIGNED AND INSTALLED SYSTEMS). SIGNAGE. • ORANGE SAFETY FENCING OR EQUIVALENT. • STRAW BALES, SANDBAGS (BAGS SHOULD BE ULTRAVIOI.ET-STABILIZED GEOTEXIILE FABRIC), SOIL MATERIAL OR OTHER APPROPRIATE MATERIALS THAT CAN BE USED TO CONSTRUCT A CONTAINMENT SYSTEM (ABOVE GRACE SYSTEMS). • METAL PINS OR STAPLES AT A MINIMUM OF SIX INCHES IN LENGTH, SANDBAGS, OR ALTERNATIVE FASTENER TO SECURE POLYETHYLENE LINING TO THE CONTAINMENT SYSTEM. • NON-COUAPSING AND NON -WATER HOLDING COVER FOR USE DURING RAIN EVENTS (OPTONAL). ROLLIJIM PREFABRICATED WASHOUT SYSTEMS/CONTAINERS INSTALL AND LOCATE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. DESIGNED AND INSTALLED SYSTEMS • UTLIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN M INSTALL THE SYSTEM. • DEPENDENT UPON THE TWE 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 (EARS OR PUNCTURES IN THE POLYETHYLENE LINING. • INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE UNING SHOULD EXTEND OVER THE ENTRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WTH ENOUGH MATERIAL TO EXTEND THE UNING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WTH PINS STAPLES, OR OTHER FASTENERS. • PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CWSTRUCTON 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 (OPTIONAL). • INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. • POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS • THERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 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. • EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY. USE OF THE SYSTEM SHOULD BE DISCONTNUED UNTIL APPROPRIATE MEASURES CAN BE INMATED TO CLEAN THE STRUCTURE PREFABRICATED SYSTEMS SHOULD AM UTILIZE THIS CRITERION. UNLESS THE MANUFACTURER HAS ALTERNATE SPECIFICATIONS. • 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 SIZE, RECYCLE OR HAUL THE MATERIAL TO AN APPROVED CONSTRUCTION/DEMI LANDFILL SITE. RECYCLING OF MATERIAL IS EN0DJRAGEO. THE WASTE MATERIAL CAN BE USED FOR MULTIPLE APPLICATIONS INCLUDING BUT NOT LIMITED TO ROADBEDS AND BUILDING. THE AVAILABILITY FOR RECYCUNG SHOULD BE CHECKED LOCALLY. • THE PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING; THE REMOVAL OF MATERIAL WILL USUALLY DAMAGE THE UNING. • THE COUCRETE 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 THBR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITS ALLOW MIR ACCEPTANCE OF THIS MATERIAL ANOTHER OPTON WOULD BE TO UTILIZE A SECONDARY CONTAINMENT BE SIZE MANAGEMENT • COMPLETE CCNSTRUCTICN/INSTAUUTW OF THE SYSTEM AND HAVE WASHOUT LOCATWS OPERATIONAL PRIOR TO CONCRETE DELIVERY. • DO NOT WASH OUT CONCRETE TRUCKS OR EQUIPMENT INTO STORM DRAINS, WETLANDS, MEANS, RIVERS, CREEKS DITCHES. OR STREETS • NEVER WASH OUT INTO A STORM SEWER GRIMACE SYSTEM. THESE SYSTEMS ARE TYPICALLY CONNECTED M 301 2]: 251 22: 201 MOPE 17: LENGTH 1Y FT. 12: 10T ]5 50 25 A 3' X 13 EXCAVATION I -A PUN MEW SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING POLYETHYLENE LINING (10 MILD 1=III=III=III=III=1 SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROlEC1ED. 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 IDENTFYING THE LOCATION OF CONCRETE WASHOUT SYSTEMS. LOCATION • LOCATE CONCRETE WASHOUT SYSTEMS AT LEAST 50 FEET FROM ANY CREEKS, WETLANDS, DITCHEST, KARST FEATURES. OR STORM DRANS/MANMADE CONVEYANCE SYSTEMS • TO THE EXTENT PRACTICAL. LOCATE CONCRETE WASHOUT SYSTEMS IN RELATIVELY RAT AREAS THAT HAVE ESTABLISHED VEGETATIVE COVEN AND DO NOT RECEIVE RUNOFF FROM ADJACENT LAND AREAS. • LOCATE IN AREAS THAT PROVIDE EASY ACCESS FOR CONCRETE TRUCKS AND OTHER CONSTRUCTION EWIPMENT. • LOCATE AWAY MOM 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 WTH CONSTRUCTION ACTIVITIES. • THE SYSTEM SHALL BE DESIGNED, TO THE EXTENT PRACTICAL, TO ELIMINATE RUNOFF FROM ENTERING THE WASHOUT SYSTEM. • RUNOFF FROM A RAINSTMM OR SNOWIMELT SHOULD NOT CARRY WASTES AWAY FROM THE WASHOUT LOCATION. • WASHOUT WILL NOT IMPACT FUTURE LAND USES (I.E.. OPEN SPACES LANDSCAPED AREAS, HOME SITES PARKS). • WASHOUT SYSTEMS/CONTAINMENTS MEASURES MAY ALSO BE UTUZED 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 DEUVERED 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 PROMDES THE CONTANERS. THE PROJECT SITE MANAGER MAINTAINS THE SYSTEM OR THE SUPPLIER PROMDES COMPLETE SERVICE THAT INCLUDES MAINTENANCE AND DISPOSAL. • UNITS ARE OFTEN AVAMBLE WTH OR WTHOUT RAMPS. UNITS WTH RAMPS LEND THEMSELVES TO ACCOMMODATE PUMP TRUCKS. • MAINTAIN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS BELOW AT A CAPACITY TO NS TO THE SYSTEM IRM EVENT. LINE THE PIT WTH TEN MIL POLYETHYLENE UNING 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 CWTANMENT 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 UTLIZE AN EARTHEN BERM, STRAW BALES, SANDBAGS, OR OTHER ACCEPTABLE BARRIERS THAT WILL MAINTAIN ITS SHAPE AND INTEGRITY AND SUPPORT THE POLYETHYLENE UNING. • 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) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN ROW TO AN AREA THAT IS TO BE PROTECTED. • AT THE WASHOUT LOCATION. SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO ROW OFF SINE. • REMOVE AS MUCH MUD AS POSSIBLE WHEN WASHING OUT. • STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE COINTAINMENT SYSTEM IS LEAKING OR OWRROWNG AND INEFFECTIVE. • DO NOT BACK RUSH EQUIPMENT AT THE PROJECT SIZE. BACK RUSHING SHOULD BE RESTRICTED TO THE PUNT AS IT GENERATES URGE VOLUMES OF WASTE THAT MORE THAN UKELY WILL EXCEED THE CAPACITY OF MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES. BACK RUSH SHOULD ONLY BY PERFORMED ETU THE PERMISSION OF AN ON -SIE MANAGER FOR THE PROJECT. • DO NOT USE ADDITIVES WTH WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE USED AT THE TARGET PLANT. CONCRETE WASH OUT NOT TO SCALE (REV. 01/17) B Or 3' Or X m ----R-. - y C X B X A X B X L \\ 7 I -A PUN MEW SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING POLYETHYLENE LINING (10 MILD 1=III=III=III=III=1 SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING CONCRETE (NOT WASHOUT WATER) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN FLOW TO AN AREA THAT IS TO BE PROlEC1ED. 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 IDENTFYING THE LOCATION OF CONCRETE WASHOUT SYSTEMS. LOCATION • LOCATE CONCRETE WASHOUT SYSTEMS AT LEAST 50 FEET FROM ANY CREEKS, WETLANDS, DITCHEST, KARST FEATURES. OR STORM DRANS/MANMADE CONVEYANCE SYSTEMS • TO THE EXTENT PRACTICAL. LOCATE CONCRETE WASHOUT SYSTEMS IN RELATIVELY RAT AREAS THAT HAVE ESTABLISHED VEGETATIVE COVEN AND DO NOT RECEIVE RUNOFF FROM ADJACENT LAND AREAS. • LOCATE IN AREAS THAT PROVIDE EASY ACCESS FOR CONCRETE TRUCKS AND OTHER CONSTRUCTION EWIPMENT. • LOCATE AWAY MOM 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 WTH CONSTRUCTION ACTIVITIES. • THE SYSTEM SHALL BE DESIGNED, TO THE EXTENT PRACTICAL, TO ELIMINATE RUNOFF FROM ENTERING THE WASHOUT SYSTEM. • RUNOFF FROM A RAINSTMM OR SNOWIMELT SHOULD NOT CARRY WASTES AWAY FROM THE WASHOUT LOCATION. • WASHOUT WILL NOT IMPACT FUTURE LAND USES (I.E.. OPEN SPACES LANDSCAPED AREAS, HOME SITES PARKS). • WASHOUT SYSTEMS/CONTAINMENTS MEASURES MAY ALSO BE UTUZED 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 DEUVERED 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 PROMDES THE CONTANERS. THE PROJECT SITE MANAGER MAINTAINS THE SYSTEM OR THE SUPPLIER PROMDES COMPLETE SERVICE THAT INCLUDES MAINTENANCE AND DISPOSAL. • UNITS ARE OFTEN AVAMBLE WTH OR WTHOUT RAMPS. UNITS WTH RAMPS LEND THEMSELVES TO ACCOMMODATE PUMP TRUCKS. • MAINTAIN ACCORDING TO MANUFACTURER'S RECOMMENDATIONS BELOW AT A CAPACITY TO NS TO THE SYSTEM IRM EVENT. LINE THE PIT WTH TEN MIL POLYETHYLENE UNING 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 CWTANMENT 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 UTLIZE AN EARTHEN BERM, STRAW BALES, SANDBAGS, OR OTHER ACCEPTABLE BARRIERS THAT WILL MAINTAIN ITS SHAPE AND INTEGRITY AND SUPPORT THE POLYETHYLENE UNING. • 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) MAY BE DISPOSED OF IN AREAS THAT WILL NOT RESULT IN ROW TO AN AREA THAT IS TO BE PROTECTED. • AT THE WASHOUT LOCATION. SCRAPE AS MUCH MATERIAL FROM THE CHUTES AS POSSIBLE BEFORE WASHING THEM. USE NON -WATER CLEANING METHODS TO MINIMIZE THE CHANCE FOR WASTE TO ROW OFF SINE. • REMOVE AS MUCH MUD AS POSSIBLE WHEN WASHING OUT. • STOP WASHING OUT IN AN AREA IF YOU OBSERVE WATER RUNNING OFF THE DESIGNATED AREA OR IF THE COINTAINMENT SYSTEM IS LEAKING OR OWRROWNG AND INEFFECTIVE. • DO NOT BACK RUSH EQUIPMENT AT THE PROJECT SIZE. BACK RUSHING SHOULD BE RESTRICTED TO THE PUNT AS IT GENERATES URGE VOLUMES OF WASTE THAT MORE THAN UKELY WILL EXCEED THE CAPACITY OF MOST WASHOUT SYSTEMS. IF AN EMERGENCY ARISES. BACK RUSH SHOULD ONLY BY PERFORMED ETU THE PERMISSION OF AN ON -SIE MANAGER FOR THE PROJECT. • DO NOT USE ADDITIVES WTH WASH WATER. DO NOT USE SOLVENTS OR ACIDS THAT MAY BE USED AT THE TARGET PLANT. CONCRETE WASH OUT NOT TO SCALE (REV. 01/17) B Or 3' Or X C X C X B X A X 1 STAPLE PER SQ. YD. 1)Ty STAPLES PER 50. Y0. GENERAL STAPLE RECOMMENDATONS B C C C C B A A B B 4:1 O:1 2:1 SLOPE GRADIENT 1:1 CHANNEL LINING 3 C X X X X X X 2 STAPLES PER S0. YD. ADD'M STAPLES AS REO'D. DUE M DEPTH OF ROW ® x x ISMECAMM EFFECTVE UM • THE FUNCTIONAL LIFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE MATERIALS USED. ANCHORING • STAPLES PINS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET. (FOULOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS.) MATERIALS • ORGANIC (STRAW, EXCELSIOR, WOVEN PAPER, COCONUT FIBER, ETC.) OR SYNTHETIC MULCH INCORPORATED WTH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL (THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT.) NO7F: =9 EROS= CONTROL BLANKET IETEFNMS MAY POE A THREAT 70 CERTAN SPECIES OF YStllRE F THEY BECOME ENTANEPD N THE NETTING MABBX • SIX TO 12 -INCH STAPLES, PINS OR STAKES. INSG GX 1. SELECT THE TYPE AND WIGHT OF EROSION CONTROL BLANKET TO FT THE SIZE CONDITONS (E.C., SLOPE, CHANNEL FLOW VELOCITY) PER THE MANUFACTURER'S RECOMMENDATONS. 2. PREPARE THE SEEDBED, ADD SOIL AMENDMENTS, AND PERMANENTLY SEED THE AREA IMMEDIATELY FOLLOWNG SEEDBED PREPARATON. 3. LAY EROSION CONTROL BUNKER ON THE SEEDED AREA W THAT THEY ARE IN CONTINUOUS CONTACT WTH THE SOIL WTH EACH UP-SLOPE OR UP -STREAM BLANKET OVERLAPPING THE DONT-SLOPE OR DOWN -STREAM BLANKET BY AT LEAST EIGHT INCHES. OR FOLLOW MANUFACTURER'S RECOMMENDATIONS. 4. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SOT (STJT TRENCH), BACKFILL WTH SOL AND TAMP DONT. IN CERTAIN APPLICATIONS. THE MANUFACTURER MAY REQUIRE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DONT SLOPE FROM THE UPPERMOST EDGE OF THE UPPER BLANKETS. 5. ANCHOR THE BLANKETS IN PLACE BY DRIVING STAPLES, PINS, OR STAKES THROUGH THE BLANKET AND INTO THE UNDERLYING SOIL FOLLOW AN ANCHORING PATTERN APPROPRIATE FOR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER. YlB1012INIl • INSPECT WTUIN 24 HOURS OF EACH RAN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING THE ERODED AREA, ADD SOIL AND TAMP, RESEED THE AREA, REPLACE AND STAPLE THE BLANKET. NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN •C• WTH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER UNE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. EROSION CONTROL BLANKET AT SLOPE LENGTHS GREATER THAN 30D FEET OR WERE DRAINAGE OVER LARGE AREAS IS NOT TO SCALE (REV. 01/1]) DIRECTED ONTO THE BLANKETS. STAPLE PATTERN 'C• SHOULD BE UTILIZED. OIL, AMERICAN 00 STRUCTUREPOINT ■. INC. 1111 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 EROSION CONTROL DETAILS C521 TAM COAT 1 1/2- HMA SURFACE (91 (BROOM FlNISH) _ LANDING AREAS AT TOP OF PER CURRENT •�INDOT H SPECIRCATIONt 8" COMPACTED AGGREGATE G BASE, #53 STONE THE BOTTOM EDGE OF THE CURB REFER TO GEOMCH REPORT d SUBGRADE COMPACTION 1 HEAVY DUTY ASPHALTPAVEMENT NOT • 0 EDGE OF THE PAVEMENT OR TACK COAT 1/2' HMA SURFACE (9.51 2 1/2w HMA BASE (251 PER CURRMT INDOT Sw COMPACTED AGGREGATE SPECIFICATIONS BASE. #53 STONEREFER 0 SUBGRADE COMPACTION IIIIIIIIIIIIIIIEW UGHT DUTY ASPHALTPAVEMENT NOT TO SCALE (REV. 06/17) FLARED S1DE NOTES: (BROOM FlNISH) _ LANDING AREAS AT TOP OF d ° O BOTTOM OF RAMP SHALL HAVE A H MAXIMUM CROSS SLOPE OF 50:1 G IN ANY DIRECTION. THE BOTTOM EDGE OF THE CURB d 2 RAMP SHALL BE FLUSH WITH THE 1 o i EDGE OF THE PAVEMENT OR '1 4 a GUTTER LINE. 3 ° TOOLED GROOVES ON SIDEWALK ° 3 ELEVATION TRANSITION. GROOVES O 2 ° 1L � SHALL BE 0.3" DEEP AND SPACED H 2' O.C. ALONG SIDEWALK 6'-0" MIN ELEVATION TRANSITION. ELEVATION O APPROACH AREA SHALL BE 4,000 PSI CONCRETE W/ d SLOPED AT 50:1 MAXIMUM TRANSVERSELY 6'-0" ELEVATION ANT—SPALLING COMPOUND. ° SEE TE TRANSITON LANDING AREA BOTTOM EDGE OF SLOPE 12:1 (MA%) RAMP TO BE FWSH WITH GUTTER FLOWUNE O SIDEWALK/ LANDING AREA LANDING AREA TOOLED CONTROL JOINT AN WIDE, MIN. 1m DEPTH 4w GONG. SLAB (4.000 PSI) W/ BROOM FINISH 4N COMPACTED INGOT #8 AGGREGATE All I TRANSTION CLAN. 6" CONCRETE ON 40''� I I—I m COMPACTED INDOT /B� PREFORMED JOINT FILLER STONE WITH BROOM FINISH SECTION G -G BOTTOM EDGE OF RAMP TO BE FLUSH VARIES 1,-0• 'MIH GUTTER FLOWUNUE WIDTH PER PLAN 0 PAVEMENT =- m $"aPREFORMED JOINT FILLER SECTION H -H ADA ACCESSIBLE RAMP. TYPE 'H' NOT TO SCALE (REV. 01/17) TOOLED JOINT (1/8' x 33 DEPTH a= SLAB THICK ESS) A d ° a d ° d VARI6 I ` j4 SMOOTHISTEEL ROD, 2'-0' LONG WITH SLEEVE COLI JOINT 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 PREMOWED 1/2" CONCRETE STRUCTURE FILLER RECESSED 1/2" FROM SURFACE. FILL RECESS WITH NON -SHRINKING 1/2" ALL-WEATHER SEALANT (SONNEBORN SLA OR SIMILAR.) 0d 4 1/2" EXPANSION JOINT WITH ° ° PREMOWED FILLER RECESSED 1/2" FROM SURFACE. FULL 4 RECESS WITH NON -SHRINKING ° d ° ALL-WEATHER SEALANT d d (SONNEBORN SL1 OR SIMILAR.)PRE4 ° d FILLER (E.G. FIBER BOARD (E.G. FIBER BOARD) PRG. FIBER FILLER EXPANSION MINT ISOLATION JOINT AT IMMOVABLE OBJECT (E.G. FIBER BOARD) TYPICAL CONCRETE JOINT DETAILS NOT TO SCALE (REV. 01/17) APPLY ANT-SPAWNG COMPOUND 9' - /_1' RADIUS-T]OLED ROUND EDGE• PAVEMENT REFER TO GEOIECH REPORT -III V -6 - FOR -8'FOR SUBGRADE COMPACTION iI • d #s4 ROAR (CONT.) 4 TOP &BOTTOM REFER TO TYPICAL CONCRETE NOTE' JOINT DETAILS ON THIS SHEET PROVIDE ISgJ TIXJ JOINTS AT FOR JOINING INFORMATION. BUILDINGS OR IMMOVABLE OBJECTS. CONTROL JOINTS AT 5'-0' O.C. OR AS SHOWN ON SITE PLANS, WITH EXPANSION JOINTS AT 30'1 O.C. MAX. COMBINED CONCRETE CURB AND WALK NOT TO SCALE (REV. 01/17) INSTALL JOINTS EVERY 15' ANO ALIGN MTi SIDEWALK JOINTS WHERE ADJACENT TO SIDEWALK. TOPSOIL DEPTH PER LANDSCAPE PLANS AND SPECIFICATIONS r IXST. �GROUND BACKFILL 4.000 PSI CONCRETE 6" CONCRETE CURB NOT TO SCALE (REV. 01/17) TI 100' 6" OR 8" 20' TOP OF CURE (TVP) TOP OF PAVEMENT TRANSVERSE VARIES W/1`!PE EXPANSION JOINTS OF CURB TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL NOT TO SCALE (REV. 01/17) P1 ANIR ON PAD 16° CONCRETE SEE ARCH PLANS �I III Ili d ENCLOSURE (SEE ARCH PLANS) Q I IA d d I tCW1EC d a II 4 I ° I d d I d d II ° I ° II SEE ARCH PLANS � G• OUMPSTER PAD - 6" CONCRETE 6" J I 8X8-8/6 WWF 6' COMPACTED INOOT fi. fi, j'8 STONE BASE e z-[BwB'-B' a e0.c. SECTION A -A COMP. AGGR. BASE DUMPSTER PAD DETAIL NOT TO SCALE (REV. 06/17) r— APPLY ANT-SPALLING COMPOUND BROOM FINISH 4,000 P9 CONCRETE _ 1SEE PLAN FOR WIDT4- INDOT H H J -II 4' 4"R 1 • I 1/4'R SLOPE TO DRAIN 2R MAX. d lu ur FINMS ED�G�RADE.RSLOPE J -- B RESERVED AWAY FROM SIDEWALK (TVP.) REFER TO GEOIECH REPORT FOR SUBGRADE COMPACTION PARKING NOTE. PROVIDE EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS. CONTROL JOINTS AT 5'-0" O.C. OR AS SHOWN ON SIZE PLANS. WITH EXPANSION JOINTS AT 30'-0' O.C. MAX. CONCRETE SIDEWALK NOT TO SCALE (REV. 10/17) • vM SEAL )5' DEEP HOLE W/ MORTAR ����•777�RRLGGG GREEN -ILLUMINATING TAPE (ARROW) 2-/3 REBARS II GREEN - ILILMINATNC TAPE (BORDER) D° I LONG w CONCRETE WHEEL STOPS NOT TO SCALE (REV. 01/17) BOTTOM END OF CURB OF CURB 2 CURB TAPER END OF CURB CURB TAPER DETAIL NOT TO SCALE (REV. 01-17) 4" WIDE WHILE STRIPINGNO PARKINGPARKI Q SPACE ME : 11NOT TO SCALE (RE 0111 EEL STOP (WHERE INDICATED) GREEN - ILLUMINATING TAPE (LETTERS) AS NEEDED 12' 21b. STEEL SIGN - POST (PAINTED) - BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) - WHIM -ILLUMINATING TAPE (BACKGROUND) PRONDE 1" ROPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK FINISH GRACE JIIT ELEVATION 12"1 CONCRETE FOOTING. RECESS FOOTING BELOW =_ CONCRETE WALK 4' ' "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. PAINT BLUE PAINT WHIT II, O■ AMERICAN E■ STRUCTUREPOINT ■. INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL str 31wS 00 FAX317S430270 www sYmc[wepoin[ mm LEAFSPRING SCH 4" 'MDE BWE STRIPING 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SITE DETAILS C600 SEE PLAN d ° ° Q d d d 1 ° 1 ° A ° 1L � 4,000 PSI CONCRETE W/ d BROOM FINISH. APPLY ANT—SPALLING COMPOUND. ° SEE TE d ° d d d ° 4 ° d d °------------------------------- BIT. PAVEMENT SEE PLAN REAC SEE ARCH PLANS �I III Ili d ENCLOSURE (SEE ARCH PLANS) Q I IA d d I tCW1EC d a II 4 I ° I d d I d d II ° I ° II SEE ARCH PLANS � G• OUMPSTER PAD - 6" CONCRETE 6" J I 8X8-8/6 WWF 6' COMPACTED INOOT fi. fi, j'8 STONE BASE e z-[BwB'-B' a e0.c. SECTION A -A COMP. AGGR. BASE DUMPSTER PAD DETAIL NOT TO SCALE (REV. 06/17) r— APPLY ANT-SPALLING COMPOUND BROOM FINISH 4,000 P9 CONCRETE _ 1SEE PLAN FOR WIDT4- INDOT H H J -II 4' 4"R 1 • I 1/4'R SLOPE TO DRAIN 2R MAX. d lu ur FINMS ED�G�RADE.RSLOPE J -- B RESERVED AWAY FROM SIDEWALK (TVP.) REFER TO GEOIECH REPORT FOR SUBGRADE COMPACTION PARKING NOTE. PROVIDE EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS. CONTROL JOINTS AT 5'-0" O.C. OR AS SHOWN ON SIZE PLANS. WITH EXPANSION JOINTS AT 30'-0' O.C. MAX. CONCRETE SIDEWALK NOT TO SCALE (REV. 10/17) • vM SEAL )5' DEEP HOLE W/ MORTAR ����•777�RRLGGG GREEN -ILLUMINATING TAPE (ARROW) 2-/3 REBARS II GREEN - ILILMINATNC TAPE (BORDER) D° I LONG w CONCRETE WHEEL STOPS NOT TO SCALE (REV. 01/17) BOTTOM END OF CURB OF CURB 2 CURB TAPER END OF CURB CURB TAPER DETAIL NOT TO SCALE (REV. 01-17) 4" WIDE WHILE STRIPINGNO PARKINGPARKI Q SPACE ME : 11NOT TO SCALE (RE 0111 EEL STOP (WHERE INDICATED) GREEN - ILLUMINATING TAPE (LETTERS) AS NEEDED 12' 21b. STEEL SIGN - POST (PAINTED) - BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) - WHIM -ILLUMINATING TAPE (BACKGROUND) PRONDE 1" ROPE AT TOP OF FOOTING IF NOT IN CONCRETE WALK FINISH GRACE JIIT ELEVATION 12"1 CONCRETE FOOTING. RECESS FOOTING BELOW =_ CONCRETE WALK 4' ' "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. PAINT BLUE PAINT WHIT II, O■ AMERICAN E■ STRUCTUREPOINT ■. INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL str 31wS 00 FAX317S430270 www sYmc[wepoin[ mm LEAFSPRING SCH 4" 'MDE BWE STRIPING 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SITE DETAILS C600 DISTANCE DEFINED BY D.O.T. REQUIREMENT EDGE OF PAVEMENT, CURB CUTTER OR SIMILAR IIII 1.25 Bc +12" = STRUCTURE IN THE PUBLIC RIGHT-OF-WAY IF WITHIN 5' OF EDGE OF PAVEMENT, USE INDOT "B" BORROW OR EQUIV. GRANULAR Bc MATERIAL COMPACTED TO 95% PROCTOR DENSITY FOR ENTRE - TRENCH BACKFILL MIN. 8' TOPSOIL TO ENSURE GRASS GROWTH - - IF NOT UNDER PAVEMENT _= III MINIMUM WIDTH = - - IEGEun Bc= OUTSIDE DIAMETER D- INSIDE DIAMETER tl= DEPTH OF BEDDING MATERIAL BELOW PIPE EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBUC RIGHT-OF-WAY NOTE: ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6' TO 12' BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH S1DE OF THE INSTALLED PIPE. 45' EBOW r BUILDING LATERAL 45' WYE FITTING MAIN SEWER UNE MINIMUM 4" CONCRETE ENCASEMENT (MINIMUM CONCRETE STRENGTH OF 2500pci) 45' ELBOW CLEANOUT SHALL BE INSTALLED WITHIN 3' BEDDING OF BUILDING'S MATERIAL OUTSIDE WALL MIN. 12" r BUILDING LATERAL - DIM GRADE (MIN.) IF NOT WITHIN 5' DI EDGE OF PAVEMENT: UE INDOT 'B' BORROW 45' WYE FITTING COMPACTED TO INDOT 90% STANDARD PROCTOR DENSITY A K OF PIPE DIAMETER AND REGULAR PLAN NEW K Bc BACKFILL TO TOP OF TRENCH d DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" & SMALLER 3 30" TO 60" 4 66' & LARGER 6 BEDDING MATERIAL 4'x4" TREATED POST 3' FROM BUILDING OR 1" C.I. LOCATOR (TYP) ROD OR MAGNETIC TAPE INSTALLED A MINIMUM 4" DIA. PIPE _ CONNECT TO CLEANOUT SHALL BE "I= EXISTING SERVICE INSTALLED WITHIN 3' OF CONNECTION OR OUTSIDE BUILDING WALL PLUG FOR FUTURE CONNECTION NOT TO SCALE (REV. 01/17) MINIMUM 4" CONCRETE ENCASEMENT (MINIMUM CONCRETE STRENGTH DISTANCE DEFINED BY OF 2500p91) D.O.T. REQUIREMENT MIN. 8" TOPSOIL TO 45'-60' ENSURE GRASS(UNLESS OTHERWISE GROWTH IF NOT = DIRECTED) UNDER PAVEMENT _ J III III III III 114=111-1 MINIMUM N1DT1 - I IIII I, IF WITHIN 5' OF EDGE OF PAVEMENT, USE 'B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL. NOTE: ALL INITIAL BACKFlLL SHALL BE INSTALLED IN 6" TO 12' BALANCED UFTS. ALL PIPE JOINTS SHALL BE WRAPPED W/ A 3' WIDE STRIP OF NON -WOVEN GEOTEXTILE FABRIC. DEPTH OF BEDDING MATERIAL BELOW PIPE D II I1.25Bc = A MINIMUM WIDTH = + 24' FOR > 42'0IF 3 Bc 4 SPRING 6 LIN T1 C DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 2Y & SMALLER 3 30' TO 60 4 66' & LARGER 6 - COMPACTED GRANULAR MATERIAL PER APPUCABLE D.O.T. REQUIREMENTS MIN. 12" - IF NOT WITHIN 5' OF EDGE OF PAVEMENT; USE "B" BORROW COMPACTED TO 90% STANDARD Bc PROCTOR DENSITY TO Y OF PIPE DIAMETER AND "B' BORROW COMPACTED TO 85% STANDARD PROCTOR DENSITY TO A MIN. OF 12" ABOVE PIPE AND REGULAR BACKFlLL TO TOP OF TRENCH. EGEND Bc= OUTSIDE DIAMETER D- INSIDE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE DUCTILE IRON PIPE BEDDING DETAIL NOT TO SCALE (REV. 01/17) DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF m - - - IF NOT UNDER PAVEMENT =I MINIMUM WIDTH - �- -11 1.25 Bc +12" EDGE OF PAVEMENT, CURB - GUTTER OR SIMILAR X1 - STRUCTURE IN THE - PUBLIC RIGHT-OF-WAY 1 IIIIII / ANTI IF WITHIN 5' OF EDGE OF PAVEMENT, USE INDOT #B CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE AND oB" BORROW COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH. MIN. 12 IF NOT WITHIN 5'OF EDGE OF PAVEMENT. USE INDOT #5 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO _ PLACE TO MIN. OF 12' ABOVE TOP OF PIPE AND REGULAR BACKFILL d TO TOP OF TRENCH. NOTE: DEPTH OF BEDDING LEGEND OOUUTSIDE DIAMETER ALL INITIAL BACKFlLL SHALL BE MATERIAL BELOW PIPE D= INSIDE DIAMETER INSTALLED It B" TO 12' d= DEPTH OF BEDDING BALANCED LIFTS. MATERIAL BELOW PIPE D d (MIN) 2]' SMALLER 4 30" To fio' 4 86" &LARGER 4 CONCRETE CRADLE r BUILDING TI -i mI IITi=I LATERAL NOTE: LATERALS WHICH CONNECT TO SEWERS 15' F451 ITTING �1 *ki DEEP AND OVER SHALL HAW CRETE ENCASEMENT AS SHOW . SERVICEDNS LESS THA ONLY ETHE NSTALLATIONNOFSA"EQUIRE CONCRETE CRADLE UNDER THE SEWER MAIN AND FITTINGS. BEDDING MATERIAL UNDISTURBED SOIL �I VIII -III -III -III III' 45' ELBOW ELEVATION VIEW MAIN SEWER LINE LATERAL CONNECTION NOT TO SCALE (REV. 01/17) M 3�1 21/4 A MINIMUM 9' OF CLEARANCE L -IU 12 45 DEGREE BEND 334 21/1 if SHALL BE PROVIDED ON EACH 1/2" CEMENT MORTAR USE TYPE 7 Y I CASTI NGS Al S1DE OF THE INSTALLED PIPE. STONE 0IP1 IRE PLASTIC PIPE (PVC & HDPE) BEDDING DETAIL 1.9 NOT TO SCALE 1.0 (REV. 01/17) CONCRETE CRADLE r BUILDING TI -i mI IITi=I LATERAL NOTE: LATERALS WHICH CONNECT TO SEWERS 15' F451 ITTING �1 *ki DEEP AND OVER SHALL HAW CRETE ENCASEMENT AS SHOW . SERVICEDNS LESS THA ONLY ETHE NSTALLATIONNOFSA"EQUIRE CONCRETE CRADLE UNDER THE SEWER MAIN AND FITTINGS. BEDDING MATERIAL UNDISTURBED SOIL �I VIII -III -III -III III' 45' ELBOW ELEVATION VIEW MAIN SEWER LINE LATERAL CONNECTION NOT TO SCALE (REV. 01/17) M 3�1 21/4 TEE. WHY. PLUG 90 DEGREE OR CAP BEND PLUGGED CROSS L -IU 12 45 DEGREE BEND 334 21/1 if 1/4 DEGREE BEND 1/2" CEMENT MORTAR USE TYPE 7 Y I CASTI NGS Al O r 6" SECTION A -A TYPE NEW INLET NOT TO SCALE REINF. BARS LONG CONCRETE THRUST BLOCK 9!0 Ei p2 CONC. THRUCONIC. THRUSTCROSS WITH 2 PLUGS CROSS WITH 1 PLUG TEE WITH PLUG AUMINC. __CONCRETE THRUST ---BLOCK IIIIIIIIlllIIIIIIIIIIIII IIIIIII THRUST BLOCK BEND III u_I n_I TEE REDUCER/PLUG/CAP THRUST BLOCK NOTES: - - 1. PIPE JOINT AND BOLTS MUST BE ACCESSIBLE.A VALVE =IIIIII l IIII _ 2. CONCRETE SHALL BE CURED FOR MINIMUM OF I 7 DAYS AND SHALL HAVE A COMPRESSION STRENGTH OF 3.000 P.S.I. O 28 DAYS. 3. THRUST BLOCKS SHALL BE POSITIONED TO COUNTERACT THE DIRECTION OF THE RESULTANT THRUST FORCE. 4. CONTRACTOR SHALL NOTIFY ENGINEER IF SOIL ffl lull IIII 11- -II VIII IIII isOF LESS THAN 2,000 P.S.F. IS ENCOUNTERED.- -III- -- 5. FIVE (5) MIL POLYETHYLENE PLASTIC SHALLCONCRETE THRUST BE USED TO COVER FITTINGS PRIOR TO BLOCK POURING THE THRUST BLOCK. GATE VALVE 8. BELOW BEARING AREAS BASED ON TEST PROCEDURE OF 150 P.S.I. AND AN ALLOWABLE SOL BEARING STRESS OF 2,000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES. USE THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2,000/SOIL BEARING STRESS) X (TABLE VALUE). BEARING AREAS IN SQUARE FEET. FITTING SIZE (IN.) TEE. WHY. PLUG 90 DEGREE OR CAP BEND PLUGGED CROSS IEE PLUGGED ON RUN 45 DEGREE BEND 22 1/2 DEGREE 11 BEND 1/4 DEGREE BEND 1/2" CEMENT MORTAR - Al A2 STONE 0IP1 IRE AT 16" MAX. ON CENTER. 4.0 1.0 1.4 1.9 1.4 1.0 - - 6.0 2.0 3.0 4.3 3.0 1.6 1.0 - 8.0 3.B 5.3 7.8 5.4 2.9 1.5 1.0 10.0 5.9 8.4 11.8 8.4 4.6 2.4 1.2 12.0 8.5 12.0 17.0 12.0 6.6 3.4 1.7 14.0 11.5 16.3 23.0 15.3 8.9 4.6 2.3 16.0 15.0 21.3 30.0 21.3 11.6 6.0 3.0 18.0 19.0 27.0 38.0 27.0 14.6 7.6 3.8 20.0 23.5 33.3 4].0 33.3 18.1 9.4 4.7 24.0 34.0 48.0 68.0 48.0 28.2 13.6 6.8 vilix 121 UkAkW SEE PLANS OR - STRUCTURE DATA TABLE FOR TWE OF CASTING - 1/2" CEMENT MORTAR - MANHOLE STEPS 6" OF //2 OR //8 STONE 0IP1 IRE AT 16" MAX. ON CENTER. CAP END OFD o P.V. FINISH GRADE '- CONCRETE GRADE RINGS (ASTM -C-4]8, 4000 PSI) UTUZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12'. PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. BARREL SECTON-48" DIA. ASTM C-478 CLASS 4'-0' A REINFORCED CONC. PIPE 4000 PSI JLUL NG CONCRETE COLLAR HEAVY DUTY LAMPHOLE CASTING W/ SOUD LID, NEENAH R -A OR EQUAL B' CRADLE CLEANOUT DETAIL NOT TO SCALE (REV. 01/17) NOTE: BEDDING MATERIAL TO BE IN ACCORDANCE WITH PLASTIC PIPE (PVC AND HDPE) BEDDING DETAIL Ali LAPOIr4ePERFSORAM 4' MIN. 4' MIN. MANHOLE STEPS 6" OF //2 OR //8 STONE 0IP1 IRE AT 16" MAX. ON CENTER. CAP END OFD o P.V. (SEE DETAIL) PIPE (TVP.)LOPE t0 ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" ao W.) PRECAST MANHOLE PLAN MEW -CURB INLET ECTON I a LINDERMAIN 12" GROUT SLOPE 6" OF *2 OR y8 STONE TERMINAL POST 2)y" 4' PERFORATED P.V. (FOR PRECAST BOTTOM ONLY) O.D. GALVANIZED PIPE BOTH ENDS CEMENT GROUT 5" e. 0 0.5% MIN. (TW.) 3" MIN. COVER GALVANIZED PIPE p PIPE THICKNESS FIN -LET � A M1'aP* +'Ae D+2 0 6'-0 AND INTERSECTIONS /4 BARS O 6. O.C. /9 GAUGE TES DOUBLE Lp BOTH WAYS MANHOLE TYPE "C" (STORM SEWER) PIPE (TYP.) NOT TO SCALE (REV. 06/17) JLUL NG CONCRETE COLLAR HEAVY DUTY LAMPHOLE CASTING W/ SOUD LID, NEENAH R -A OR EQUAL B' CRADLE CLEANOUT DETAIL NOT TO SCALE (REV. 01/17) NOTE: BEDDING MATERIAL TO BE IN ACCORDANCE WITH PLASTIC PIPE (PVC AND HDPE) BEDDING DETAIL Ali JR1.�d�1'elal��l:0'J.1:I:/R[H41t a 1I \ l LAPOIr4ePERFSORAM N 6" OF //2 OR //8 STONE 0IP1 IRE @8 AGGREGATE I CAP END OFD CLASS "A" CONIC. P.V. NOTE: PIPE (TVP.)LOPE t0 ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" W.) FILTER FABRIC -- -+- -- PLAN MEW -CURB INLET 4" PEFORATED 10'-0" MAX. (TWJ a LINDERMAIN TOP RAIN 4A" GALVANIZED PIPE TERMINAL POST 2)y" 4' PERFORATED P.V. 4" 4" O.D. GALVANIZED PIPE BOTH ENDS POPE F UNE POST 2" O.D. 0 0.5% MIN. (TW.) BECTON A -A GALVANIZED PIPE DOUBLE WRAP O �. FIN -LET � A X' O.D. TRUSS ROD THREADED ALL ENDS 6'-0 AND INTERSECTIONS #9 GAUGE FABRIC, 2" S0. /9 GAUGE TES DOUBLE Lp CAP ENO OF O TERMINAL POST +uIESH 0MAX. 1 -� RLVRc 7�DRAIN (TW.) PIPE (TYP.) JR1.�d�1'elal��l:0'J.1:I:/R[H41t a 1I \ l ELAU SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING 6" 22 2" DIA. PIPE Rw-. 3" DIA. PIPE N 6" OF //2 OR //8 STONE 0IP1 SECTION CLASS "A" CONIC. NOTE: . t0 ELAU SEE PLANS OR STRUCTURE DATA TABLE FOR TYPE OF CASTING 6" 22 2" DIA. PIPE Rw-. 3" DIA. PIPE " J II 3'-8' ILLI 4,000 PSI COMPACTED CONCRETE SUBGRADE FOOTING �15. 10"� 61 CHAIN LINK FENCE DETAIL NOT TO SCALE (REV. 01/17) ONAMERICAN �■ STRUCTUREPOINT ■. INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www structurepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SITE DETAILS C601 6" OF //2 OR //8 STONE 0IP1 SECTION CLASS "A" CONIC. NOTE: ONLY PRECAST OR POURED IN PLACE PERMITTED INLET TYPE "A" NOT TO SCALE 10'-0" MAX. (TWJ TOP RAIN 4A" GALVANIZED PIPE TERMINAL POST 2)y" KNUCKLED SELVAGE 13 GAUGE TES DOUBLE O.D. GALVANIZED PIPE BOTH ENDS WRAP O 12" MAX. SPACING UNE POST 2" O.D. /13 GAUGE TES GALVANIZED PIPE DOUBLE WRAP O 24" MAX. SPACING X' O.D. TRUSS ROD THREADED ALL ENDS 6'-0 AND INTERSECTIONS #9 GAUGE FABRIC, 2" S0. /9 GAUGE TES DOUBLE XNx%" DRAW BAR W.R_A�PgO- 12" SPACING O TERMINAL POST +uIESH 0MAX. 1 -� RLVRc 7�DRAIN (TW.) " J II 3'-8' ILLI 4,000 PSI COMPACTED CONCRETE SUBGRADE FOOTING �15. 10"� 61 CHAIN LINK FENCE DETAIL NOT TO SCALE (REV. 01/17) ONAMERICAN �■ STRUCTUREPOINT ■. INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www structurepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 SITE DETAILS C601 SECTION H—H ADA ACCESSIBLE RAMP, TYPE 'G' NOT TO SCALE (REV. 01/17) MOUNTING 3" PLATE f SPIKE rv-i ` CONCRETE EL& SECTION CONTROL .IOINT N —I 22° 3 1' NOT LESS THAN 10' 9 PLAN MOTES: E• KC243/16-2(r \ AREAS AT TOP TUBING WTH n OLANDING 1 OF BOTTOM OF RAMP C LANDING 111 SHALL HAVE A MAXIMUM SIDEWALK 8 6'-0° ELEVATION TRANSITION AREA PAVEMENT 1946° 3 1° CROSS SLOPE OF 50:1 IN DESGNATD C76 aA° N CLASS CONCRETE 2'-6° ANY DIRECTION. LONGITUDINAL SECTION 18° MIN. SLOPE 12:1 MAX. VARIES 18° BOTTOM EDGE OF THE 110 4'-1° QTHE CURB RAMP SHALL BE 1.6 : ;D a.. 8 FLUSH WITH THE EDGE OF LANDING AREAS AT TOP OF BOTTOM OF RAMP SHALL HAVE A ° C TO BE4 RIP PON THE PAVEMENT OR GUTTER 3'-6° 20 090 —_ —_ — — — — — 3'-6° UNE. 6" CONCRETE ON 4' T FILLER- — $° PREFORMED JOINT 13° TOOLED GROOVES ON COMPACTED INDOT #9 - "=111111-111-111-111— 111IIIIIIIII111— SIDEWALK ELEVATION STONE WTH BROOM FINISH SIDEWALK SECTION G—G III—ll 3 TW. TRANSITION. GROOVES $Op� PLACEDSIDE A WATER SANITARY/ E SHALL BE 0.3° DEEP AND INANY DIRECTION. STORM SEWER SLOPE WHEN CALLED SPACED 20 O.C. ALONG 6'-3° WATER 2.6 SIDEWALK ELEVATION LESS THAN 18° 14 1 2° 210030° TRANSITION. PAVEMENT PER PLANS 1' SIDEWALK PER PLANS 1' 18° MIN. Y-0° WATERTIGHT SDR 21 PIPE WITH AREA SHALL BE 15' COMPRESSION TWE JOINTS FLEXIBLE COUPUNG OR ADAPTOR MOMS OAPPROACH 4 SLOPED AT 50:1 MAXIMUM CONTRACTOR SHALL VERIFY THAT MORE STRINGENT — — — — — — Illi SEPARATION REQUIREMENTS DO NOTIST WITH THE JURISDICTIONAL WATER UTILITY. IFTHEY DO EXIST, TRANSVERSELY ACTOR SHALL FOLLOW THE MORE STRINGENT CONTRACTOR SH a 1T1 l 1T11 REQUIREMENTS. 3. WHEN HORIZONTAL SEPARATION IS LESS THAN 10'OR SECTION H—H ADA ACCESSIBLE RAMP, TYPE 'G' NOT TO SCALE (REV. 01/17) MOUNTING 3" PLATE f SPIKE rv-i ` CONCRETE EL& SECTION CONTROL .IOINT N —I 22° 3 1' INVERTED 'U' STYLE RACK (2 BICYCLE CAPACITY) 4,000 PS CONCRETE PER CONCRETE SDEWALK DETAIL 'U' RACK J SCORE PATTERN TO BE EXACT AND SQUARE NOTES: 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. U RACKS TO BE POWDER COATED BLACK 3. SEE SITE PLAN FOR LOCATION. 4. RACK TO BE SURFACE MOUNTED TO CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS. BIKE RACK ('U' STYLET NOT TO SCALE (REV. 01/17) WATER NOT LESS THAN 10' 9 EDGE TO EDGE ±2w STEEL E• KC243/16-2(r \ III TUBING WTH n GROOVE (OR TONGUE) TOILA? 6C C CAT 111 2'-0° STANDARD REINFORCED 8 BLACK III --III N ELEVATION MEW 1946° 3 1° INVERTED 'U' STYLE RACK (2 BICYCLE CAPACITY) 4,000 PS CONCRETE PER CONCRETE SDEWALK DETAIL 'U' RACK J SCORE PATTERN TO BE EXACT AND SQUARE NOTES: 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. U RACKS TO BE POWDER COATED BLACK 3. SEE SITE PLAN FOR LOCATION. 4. RACK TO BE SURFACE MOUNTED TO CONCRETE PAD PER MANUFACTURER'S RECOMMENDATIONS. BIKE RACK ('U' STYLET NOT TO SCALE (REV. 01/17) WATER NOT LESS THAN 10' 9 EDGE TO EDGE ` SANITARY/STORM SEWER E• KC243/16-2(r \ R2 n GROOVE (OR TONGUE) TOILA? 6C C BE THE SAME AS ON° 111 2'-0° STANDARD REINFORCED 8 WATER `lip CONCRETE PIPE ASTMTv 600 15° DESGNATD C76 aA° N CLASS CONCRETE 2'-6° 1.5 LONGITUDINAL SECTION 18° MIN. 4'-0° MIN. TOO 18° NOTES: 110 4'-1° 6'-2° 3'-0° 1.6 SANITARY/STORM SEWER 8 O1 LANDING AREAS AT TOP OF BOTTOM OF RAMP SHALL HAVE A 4. i FILL C TO BE4 RIP PON 11° 3'-6° 6'-3° 3'-6° 10' MIN. 10 MIN. < 13° 150a24°12° 2'-8° W-3° 3 TW. A $Op� PLACEDSIDE A WATER SANITARY/ E lam INANY DIRECTION. STORM SEWER SLOPE WHEN CALLED 2'-5° 6'-3° WATER 2.6 LESS THAN 18° 14 1 2° 210030° ROWS V-10° 18° MIN. Y-0° WATERTIGHT SDR 21 PIPE WITH FOR ON PLANS 15' COMPRESSION TWE JOINTS FLEXIBLE COUPUNG OR ADAPTOR MOMS SANITARY/STORM SEWER 1. WHEN LATERAL SEPARATION IS 10' OR GREATER NO 4. CONTRACTOR SHALL VERIFY THAT MORE STRINGENT VERTICAL CLEARANCE IS NEEDED SEPARATION REQUIREMENTS DO NOTIST WITH THE JURISDICTIONAL WATER UTILITY. IFTHEY DO EXIST, 2. ALL CROSSINGS AND SEPARATIONS TO BE 327 IAC, ACTOR SHALL FOLLOW THE MORE STRINGENT CONTRACTOR SH ARTICLES } & B REQUIREMENTS. 3. WHEN HORIZONTAL SEPARATION IS LESS THAN 10'OR 8'-3° VERTICAL SEPARATION IS LESS THAN 180. SANITARY PIPE 3.4 MUST BE WATERTIGHT SDR 21 WITH COMPRESSION TWE ° JOINTS. MIN CROSSOVER & SEPARATION REQUIREMENTS FOR WATER & SANITARY/STORM NOT TO SCALE SEWERS (REV. 01/17) RED BACKGROUND (REFLECTING) WHITE LETTERS (REFLECTING) WHITE 8 (RERE -Y__ oz I fF III�I e°I PLAN VIEW Tf` GROOVED END ON OUTLET END TONGUE END ON INLET END B -(D -C) 0 DIMENSIONS (INCHES 9 a )6° PREFORMED E• KC243/16-2(r F R2 n GROOVE (OR TONGUE) TOILA? 6C C BE THE SAME AS ON° 111 2'-0° STANDARD REINFORCED 8 8C CONCRETE PIPE ASTMTv 600 15° DESGNATD C76 aA° 4'-0° CLASS CONCRETE 2'-6° 1.5 LONGITUDINAL SECTION 36 4'-0° MIN. 6'-0° 12° C. TO C. BOLT MAX. SPACING I f 1 CLASS 'A° CONCRETE E+2T SECTION A—A CONCRETE PIPE TOE ANCHOR 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 SZE OF CONNECTING PIPE. (as set out In standard specifications.) REINFORCEMENT IN THE He PORTON SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE °C° PORTON. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE ROW UNES ARE RUSH. 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. 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 SPEOFICATONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. MERE 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 SECTONS. DIA. DIMENSIONS (INCHES A• O )6° PREFORMED E• KC243/16-2(r F BIKE R2 APPROX. 12°5° 6C JOINT FILLER (TW) 4'-30 111 2'-0° 1.39° 8 8C 4 600 15° 0 7° 4'-0° 6'-3° 2'-6° 1.5 EXPWY. 36 4'-0° MIN. TOO 18° NOTES: 110 4'-1° 6'-2° 3'-0° 1.6 15C 8 O1 LANDING AREAS AT TOP OF BOTTOM OF RAMP SHALL HAVE A 4. i FILL C TO BE4 RIP PON 11° 3'-6° 6'-3° 3'-6° 2.1 XIMUM CROSS OF 50:1 13° 150a24°12° 2'-8° W-3° 3 TW. A $Op� PLACEDSIDE A 14° lam INANY DIRECTION. SLOPE WHEN CALLED 2'-5° 6'-3° 4'-6° 2.6 14 1 2° 210030° 14 V-10° 6'-3° Y-0° 2.9 FOR ON PLANS 15' 240033° 1 :1 15 X W-3° W-8° LANDING 17 1/2° a THE BOTTOM EDGE OF THE CURB 3'-1° 8'-3° 8'-0° 3.4 ° ELY 4200 AREA `oI a O RAMP SHALL BE FLUSH WITH THE ------------- ¢ EDGE OF THE PAVEMENT OR PIPE CON EM O nt 0_ GUTTER LINE. CULVERT END S CTION ��� 2 TOOLED GROOVES ON SIDEWALK ELEVATION TRANSITION. GROOVES _ SHALL BE 0.3' DEEP AND SPACED COMPUTEDLENGTH OF J/II N 2° O.C. ALONG SIDEWALK ELEVATION TRANSITION. CULVERT END SECTION FLARED S10E LENGTH (D) (BROOM FINISH) O APPROACH AREA SHALL BE SLOPED AT 50:1 MAXIMUM PAY LENGTH OF TRANSVERSELY CULVERT SLOPE DETAIL 12° C. TO C. BOLT MAX. SPACING I f 1 CLASS 'A° CONCRETE E+2T SECTION A—A CONCRETE PIPE TOE ANCHOR 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 SZE OF CONNECTING PIPE. (as set out In standard specifications.) REINFORCEMENT IN THE He PORTON SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE °C° PORTON. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE ROW UNES ARE RUSH. 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. 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 SPEOFICATONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. MERE 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 SECTONS. DIA. DIMENSIONS (INCHES A• O D• E• KC243/16-2(r F BIKE R2 APPROX. 12°5° 6C 3 4'-30 111 2'-0° 1.39° 8 8C 4 600 15° 30 7° 4'-0° 6'-3° 2'-6° 1.5 EXPWY. 36 11° TOO 18° 6 110 4'-1° 6'-2° 3'-0° 1.6 15C 8 12° 13M 210 134w 11° 3'-6° 6'-3° 3'-6° 2.1 13° 150a24°12° 2'-8° W-3° 4'-0° 2.3 14° lam 27° 1Y 2'-5° 6'-3° 4'-6° 2.6 14 1 2° 210030° 14 V-10° 6'-3° Y-0° 2.9 15' 240033° 15 3'-6° W-3° W-8° 3.1 17 1/2° 410036'1T 3'-1° 8'-3° 8'-0° 3.4 ° ELY 4200 • TOLERANCE On ': :111fMifffi0i I \111011161211111111111 OUR1-1MOUNTING HEIGHT — 7' ABOVE GRADE. • REDUCE SPACING 40% SIGN DIMENSIONS (INCHES A B C D E F BIKE 18 in 6 6C 3 7J° MIN 24 8° 8 8C 4 10 STD. 30 10 10C 5 12}' EXPWY. 36 in 12 12C 6 15 SPECIAL 48 1° 16 15C 8 20 COLORS LEGEND — WHITE (REFLECTIVE) BACKGROUND — RED (REFLECTIVE) CRADLE SHALL BEAR ON BOTTOMN F TRENCH �� \/ ^%/����\�f ` UNDISTURBED EARTH TO BE USED MEN CLEAR DISTANCE (FROM EXTEFUM PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS. LATERALS. FORCE MAINS. ETC.) AND ALL OTHER PIPES IS 18° OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 30 MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST 3' OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18° CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPUES AND ONLY GRANULAR FILL MAYBE USED. CONCRETE CRADLE DETAIL NOT TO SCALE (REV. 01/17) 10Mw•latkill PLAN PAVEMENT ELEVATION 6" CONCRETE SLAB ON 4" TRANSITION COMPACTED INDOT #8 STONE WITH BROOM FINISH 11-111-11 — 160 CONCRETE SLAB ON e COMPACTED 1-111-111-11 I—INDOT #8 STONE WTH BROOM FINISH SECTION A -A _D_ ACCESSIBLE RAM T)?E NOT TO SCALE (REV. 01/17) NOTE: REFER TO STRUCTURE DATA TABLE FOR STRUCTURE TOP OF RIM, PIPE SIZES AND INVERTS PROPOSED GRADE / CONCRETE END SECTION WITH GRATING (SEE GRATING DETAIL) WE SE FAF 1/2" GALVANIZED STEEL WEIR PLATE TOP OF WEIR PLATE 0 798.62 4.1° CIRCULAR ORIFICE 0 796.86 2.7° CIRCULAR ORIFICE 0 794.00 OUTLET SUMP IDIWA01:114 Oil •• • ... 4' X 4' WIDE PRECAST REINFORCED CONCRETE STRUCTURE 6" WALL THICKNESS MEN M■ OHI, AMERICAN 110 STRUCTUREPOINT No INC. 7260 Shadelan d Safi on I l n di anapolis, l n diana 46256 TEL 317 547 5580 1 FAX 317543.0270 www structurepoint corn LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATEji : 12/20/2017 PROJECT PHASE: ANIZED STEEL BARS 4" O.C. DEVELOPMENT PLANS Project Number 2017.02132 SITE DETAILS C602 MEASURED AT PROPERTY LINE RADIUS 30' MAX RADIUS 90' z CURB — -4 z � m ry GUTTER - w p 7 1/2"U 3AT O � MEASURED PROPERTY LINE � W RADIUS OF 1/4" AND FILLED � p Cn Z � N WITH JOINT FILLER. a.•CONCRETE ; � •' � � :,.DRIVE ° a.. o' O o' o- � 30' RADIUS '" ' : d'. - ' .: • CURB PER CITY ORDINANCE A d � O II N Q WIDTH OF WALK OR MAX 6' 0" CD Z � o N � BETWEEN TRANSVERSE JOINTS � LL. Q UJ O v 30' 30' MAX 30' Q RADIUS DEPRESSED CURB RADIUS CURB & GUTTER CURB & GUTTER w PER DETAIL 10-23 v o COMMERCIAL DRI I/EWA YS NO SCALE NOTES: USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF 8" CONCRETE, 6" COMPACTED AGGREGATE, NO. 53 AND REINFORCED AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. U N ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. < N PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION z Q Q r o PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) 0 C 24" 3" TOP SOIL on ,.. 2"RADIUS N \//\\// 3/4" M/°�•••d:•Ni ••�L,Q,�cJtAl4�f:',° .:•d D = 7 1/2" \�/% •`. :co ; `.: •.°, .. • CQNCRF�TE :. •d COMPACTED %\//\ •: ;.. BACKFILL CURB AND GUTTER, CONCRETE, TYPE 11 NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3" D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. 1/2" PREFORMED JOINT FILLER CONCRETC PAVEMENT COMPACTED SUBGRADE 24" 1 6" 18" 1 1/2 SLOPE TO MATCH ADJACENT CURB • - 4�. a CLASS "A" =" CONCRETE D 71/2 d - • • '. CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUT TER NO SCALE NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' ALL ROADS FACE OF CURB IS TO BE 7 1", BACK OF CURB 13 J". O Q 0 Q::� w C� O z Q fM/-�� U W (n (n w ch� IZ w LLJ O W w U z O U r O <C z N < O � o (n An AMERICAN ■ STRUCTUREPOINT INC. ■ 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com LEAFSPRING SCHOO 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. DESCRIPTION DATE Project Number 2017.02132 SITE DETAILS C603 NOTE: � z JOINTS SHALL BE CUT z � � w p WITH A JOINTER HAVING A p �� � � � RADIUS OF 1/4" AND FILLED � p J Z � N WITH JOINT FILLER. N w J o' o' o' o- � � O II N Q WIDTH OF WALK OR MAX 6' 0" N Q � Z � � BETWEEN TRANSVERSE JOINTS � LL. Q UJ Q W Q J Q J W 48' BETWEEN EXPANSION JOINTS (MAX.) r I ° :+(':• .••l`!72 s'. i3:J.:i:. ..4;"'' «ti:: '3r:F::<i:A :r':Y.:-i K..dS 3:S::Y.a .. :'r: ' 3:.. •d •...{ ..�'.i'+;'•).:' ^i.'e�''''r`• F +`y y.r ^1�...Y' wS..ir'.Yf. �.. f:•3:�F'-� •. t,;t !.3»'x,;, ,.Ffi:wva'.�.•. ,<.gny„r �'. .3 •t.:T' `. {Yi':4 :w<{ r: ': 1y:f Fn..:^;c 9.,5_.",Zn ..Ji:S•Y.e�r:.fj.w .l..�r'_ - �/.:+..:i;i .Ls. ,� I'iFY. .t. ..': -iw.Y :.y.Y';r.`.'; $.tl:.�y' 4:3':: _U O CL ZPREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. v CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED � U CLASS 'A' CONCRETE Q z 00 1 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES z Q o IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES � cn An AMERICAN ■ STRUCTUREPOINT INC. ■ 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com LEAFSPRING SCHOO 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. DESCRIPTION DATE Project Number 2017.02132 SITE DETAILS C603 NOTE: � z JOINTS SHALL BE CUT z � � w p WITH A JOINTER HAVING A p �� � � � RADIUS OF 1/4" AND FILLED � p J Z � N WITH JOINT FILLER. N w J o' o' o' o- � � O II N Q WIDTH OF WALK OR MAX 6' 0" N Q � Z � � BETWEEN TRANSVERSE JOINTS � An AMERICAN ■ STRUCTUREPOINT INC. ■ 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com LEAFSPRING SCHOO 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. DESCRIPTION DATE Project Number 2017.02132 SITE DETAILS C603 LIMIT OF SUBGRADE FINAL BACKFILL SHALL BE PER NOTE 1. BEDDING, HAUNCHING, TRENCH WIDTH, INITIAL BACKFILL MATERIALS, PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF UTILITY HAVING JURISDICITON OVER INSTALLATIOIN. 6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53 I L PAVEMENT SECTION VARIES e MINIMUM COVER SHALL BE PER NOTE 3. PIPE MATERIAL PER UTILITY HAVING JURISDICTION OVER INSTALLATION. WA TER & SEWER MAIN AND LA TERAL TRENCH DETAIL FOR UTILITY INS TA LLA TIONS WITHIN CITY R/W NOTES: NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS. 3. FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53. STANDARD CITY OF CARMEL STANDARDS DRAWING WATER &SEWER MAIN AND LATERAL TRENCH DETAIL 10-32 FOR UTILITY INSTALLATIONS WITHIN CITY R W Woter Main Tee - M. J 6 "valve Rox v 5 6" Gate Valve Mueller Centurion A-423 Pointed Safety reflow" 3r -0e Hydroa t Assem* Restrained Length And Fittings As Required Motes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anctloring Tee Shall Be .het At 45" Angle Upwards And Connected To 6' 45" Rend Moin Water Eine Sholl Be Lowered To Provide Sufficient Cover As Specified. 2, All Joints Sholl Be Restrained Except In Run Of Tee. J. hydrants Shofl Be Set At 500' May Horizontal Distance, Or Less As Specified By Fire Department 4_ All valves must include Posi-Cap or equivalent 5lzr< "W. RRESSURE PIPE JOINT RESTRAINT TABLE 6' 2'-6' 2'-0' 4' e' 2'--6" LerrgM Of hive To 80 Resrrahmd 1R" 2'-6" �'- 3" 4' 12" 2-.9" M Fdrh flo"scth7n From _v Of old 4- 15" 1 3'-0` 2'-8" 5" 18" 8bsed 6�+ 150 PSr Test Presstitre 21" 3'-11" vegree 6' 24" 4'-3" 3"-8" 6- 27' 5'-6" 01, 947d 6' 8" 10' F2" If 16" 7$" 20' 24 30' "tees 6" 42" 6'- 7l 8 48" 7--4" Bad Pape M Spec fled CrantdPr 9" s 27' 35' 42' 50' Ss' 65' 73' 8O' 95' 115' 45" 7' 7z' 1T' 7J' 15' 12r 18r 21' 2#" ' 22- f12 3' #' S' B' T' e, 9' 10 r2' 14' r1-14" Z. 2' 3' #' ¢' 4' S' 6' 7' Woter Main Tee - M. J 6 "valve Rox v 5 6" Gate Valve Mueller Centurion A-423 Pointed Safety reflow" 3r -0e Hydroa t Assem* Restrained Length And Fittings As Required Motes: 1. At High Points Along Main Water Line Where Indicated On Drawings, Anctloring Tee Shall Be .het At 45" Angle Upwards And Connected To 6' 45" Rend Moin Water Eine Sholl Be Lowered To Provide Sufficient Cover As Specified. 2, All Joints Sholl Be Restrained Except In Run Of Tee. J. hydrants Shofl Be Set At 500' May Horizontal Distance, Or Less As Specified By Fire Department 4_ All valves must include Posi-Cap or equivalent 5lzr< "W. U"r, 6' 2'-6' 2'-0' 4' e' 2'--6" 2=1' 4' 1R" 2'-6" �'- 3" 4' 12" 2-.9" 2'-5' 4- 15" 1 3'-0` 2'-8" 5" 18" 3'-6" 21" 3'-11" 3'-4' 6' 24" 4'-3" 3"-8" 6- 27' 5'-6" 3'-i1" 6- "5'-9" 5 '- 9 - 4'-4' 6" 36' 5'-3" .5'-2' 6" 42" 6'- 7l 8 48" 7--4" Bad Pape M Spec fled CrantdPr 9" 54" s' -Q` A d Ca 4 a en 0 s" sa" 8=6' 9" 66" 7z' 9'-8' 10" 78" 10'-3' To ftVT 4t1. = --Wm No- S 1d" TREN LE r -o- 460090" LhdrSturbed aro d fueling Pavement, Sow Cul SrraOt Edge Special 8achM Vnder PO1 &W, Dries, i b&7 Or Mere Ordered rarrpned M 6, 1OJLV9 9arkTdl srw! C�lr� ra #VWT P r_ o?b und!'slurbed Forth •� Table Is For ASTM D-3034, brad Thickness Class SDR 35 For 6"-15" And ASTM F-679 Wall thickness Class T-1 For 16"-.36. For Other Flexible Pipes, Minimum Trench JfWfdtlr U" Shall Meet Manyfecturer's Requircrnents *WW maw 74*hr, -V.M,4 As ReWeked AWO. +itf ub rq ;?IM 6b Afrrrra,�,r�d Ex�at - J+ ,- Of fom% 21 @M .ra pWAm al ra• • A. vW ir+aW mhgl rr cac~" emw wd mol awl ec iWMW mta rrrM m a Ink- Q A l t ❑ Bedding Material Conforming To fNDOT 903.02, Size No. 6 one 6 x8'x16" Solid 1 � '\\ Canc. Block Or 6'iWin_ Class 8" Concrete Rase an Undisturbed ground. 5. Hydrant Volves must be restroined to the tee with either aft thread, or an anchoring tee. 6. All Hydrant Stubs must have tracer wire McIch Existing Pavement Maferiol And Thickness Approved Excavated Materiol In Unpaved Areas Unless Otherwise Virected C � =1MID] I■tt AMERICAN ■ STRUCTUREPOINT INC. 7260 Shadeland Station I Indianapolis, Indiana 46256 TEL 317.547.5580 1 FAX 317.543.0270 www.structurepoint.com LEAFSPRING SCHOO TRENCH DETAIL FOR SFOER AND WATER MAINS NTS NPP P4p6r sW of ft fow (A+slw Tilt J<Aefto Nwmr "viii ?p' AUK $1W rr t �4tor! fQr r £xri ov Awry mfw Mae? erg +, &Bel v�tetrrrar JY~ Ap"P o M rs' taw" l0 Poe coff"IrOR Yo Ifni r 90.T= '540 MOL B SECION CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL alta K _ ie Yam 2= %Wft lel Fat r �^ { F' 4riinp Norm GYMS CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. DESCRIPTION DATE Project Number 2017.02132 SITE DETAILS C604 Note: Under Existing Sewers, mater Lines, Gas Lines, Telophone Cable And / Electrical Conduits BockAff Wth Gronulor Bedding Moterlol To The Centerline Of The Ewsting Utility Lines,14590 Cherry Tree Road sotF�ewedr& * twat setacrProofrxd daruflar Bao4airg Alotar+m -'aaFa Poocvd Carmel, IN 46062 AM Najd rorrpaed Aa 6' twits ro A ,llrwntun �6 n a � 4 Dl r'-0" abaw Pon. n d a b n 6 4 sass O n a Q d a p a 8 a 4 Bad Pape M Spec fled CrantdPr A d Ca 4 a en 0 Bedb»¢ AIot�1a' Nord %roped M 6" layers IQ 8 to 72 ffwhes obaYe pipet +< Bs&&7§r Alotend 57ioN Ca frm To ftVT 4t1. = --Wm No- S War U' Ar Top Of Pipe * Note: "W" Is The Maximum Width For Rigid Pipes. U' Is The Minimum Nrdth For Flexible Pipes In Accordance Wirh ASTi11 D-23?1. TRENCH DETAIL FOR SFOER AND WATER MAINS NTS NPP P4p6r sW of ft fow (A+slw Tilt J<Aefto Nwmr "viii ?p' AUK $1W rr t �4tor! fQr r £xri ov Awry mfw Mae? erg +, &Bel v�tetrrrar JY~ Ap"P o M rs' taw" l0 Poe coff"IrOR Yo Ifni r 90.T= '540 MOL B SECION CITY OF CARMEL WATER MAIN STANDARD DETAILS CONNECTION DETAIL alta K _ ie Yam 2= %Wft lel Fat r �^ { F' 4riinp Norm GYMS CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS REVISION SCHEDULE NO. DESCRIPTION DATE Project Number 2017.02132 SITE DETAILS C604 u GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES ASSOCIATED WITH WORK. UTILITIES SHALL BE REPAIRED TO SATISFACTION OF THE UTILITY OWNER AND/OR OPERATING AUTHORITY AT NO ADDITONALCOST. 2 AMINIMUM OF 4OF TOPSOIL Rs TOPSOIL, a MULCH AND SOIL CONDITIONER) SHALL BE PLACED ON ALL AREAS TO BE SEEDED, SODDED AND PLANTED. PLANTING SOIL MIX SHALL BE FREE FROM SUBSOIL VEGETATON 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. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACTTHE LANDSCAPE ARCHITECT. 4 ALL PLANTING BEDS SHALL HAVE A 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANT NG BEDS SHALL HAVE PRE EVER GENT HERB ICI BE APPLIED AS PER MANUFACTURER'S RECOMMENDATION, AFTER INSTALLATION IS COMPLETE. 5. 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. 6. NO SUBSTTUTONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS 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. ]. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 2004EDITION, AS SETFORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTON AND AS DIRECTED BY OWNER 9. 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 UNSATSFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. ALL DISTURBED LAWN AREAS SHALL BE HYDRO SEEDED OR SODDED AS SHOWN PER THE LANDSCAPE AND EROSION CONTROL PLANS. 11. LAWN AND SOD AREAS ARE TO BE GRADED UNIFORMLY WITHOUT ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE PRIOR TO ANY HYDROSEEDOR SOD WORK. 12. ALL LAWN IS TO BE A BLEND PER THE PLANT SCHEDULE. HYDRO SEED AREAS ARE TO HAVE 0% NOXIOUS WEED AND FREE OF DISEASE. PROTECT LAWN SEEDED AREAS WITH STRAW MULCH. SPREAD MULCH UNIFORMLY ATA MINIMUM RASE OF 2 TONS PER ACRE TO FORM A CONTINUOUS BLANKET 117 INCHES IN LOOSE THICKNESS OVER SEEDED AREAS. NATIVE SEEDING NOTES: 1. PLANTING RESTRICTIONS. PLANT DURING ONE OF THE FOLLOWING PERIODS. COORDINATE PLANTING PERIODS WITH INITIAL MAINTENANCE PERIODS TO PROVIDE REQUIRED MAINTENANCE FROM DATE OF SUBSTANTAL COMPLETION. NATVE PRAIRIE SEEDING. a. SEPTEMBER 15THFEBRUARY28TH. OPTIMUM SEEDING PERIOD. b. MARCH HST - JUNE 30TH. SEEDING DURING THIS PERIOD IS APPROPRIATE BUT GERMINATON OF A PORTION OF THE SEED MAY NOT OCCUR UNTIL THE FOLLOWING SEASON DUE TO LACK OF COLD STRATIFICATION TO BREAK SEED DORMANCY. 2 WEATHER LIMITATIONS. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUM RESULTS MAYBE OBTAINED. APPLY PRODUCTS DURING FAVORABLE WEATHER CONDITIONS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. a. DO NOT INSTALL PLANTS WHEN AMBIENT TEMPERATURES ARE,ORARE FORECASTED TO DROP, BELOW 30 DEGREES F OR RISE ABOVE 90 DEGREES R . DO NOT INSTALL PLANTS WHEN WIND VELOCITY EXCEED, OR IS FORECASTED TO EXCEED, 30 MPH. c. DO NOT INSTALL PLANTS WHEN GROUND IS FROZEN SNOW-COVERED, OR IN AN OTHERWISE UNSUITABLE CONDITION 3. AMEND SOIL WITH FERTILIZER, INORGANIC AND ORGANIC SOIL AMENDMENTS AS REQUIRED BY SOIL TESTING AND SUPPLIER/ MANUFACTURER RECOMMENDATONS. 4 SOW SEED WITH SPREADER OR SEEDING MACHINE. DO NOT BROADCAST OR DROP SEED WHEN WIND VELOCITY EXCEEDS 5 MPH. EVENLY DISTRIBUTE SEED BY SOWING EQUAL QUANTITIES IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. a. DO NOT USE WET SEED OR SEED THAT IS MOLDY OR OTHERWISE DAMAGED R . DO NOT SEED AGAINST EXISTING TREES. LIMIT EXTENT OF SEED TO OUTSIDE EDGE OF PLANTING SAUCER. 5. RAKE SEED LIGHTLY INTO TOP 1/4 INCH OF SOIL, ROLL LIGHTLY, AND WATER WITH FINE SPRAY. 6. PROTECT SEEDED AREAS WITH EROSION CONTROL BLANKETS AND WHERE SHOWN ON DRAWINGS, INSTALLED AND STAPLED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. ]. MAINTAIN AND ESTABLISH NATIVE PRAIRIES AND WETLANDS BYWATERING WEEDING, MOWING, TRIMMING, REPLANTING, AND PERFORMING OTHER OPERATIONS AS REQUIRED TO ESTABLISH A HEALTHY, VIABLE PLANTING. ROLL REGRADE, AND REPLANT BARE OR ERODED AREAS AND REMULCH. PROVIDE MATERIALS AND INSTALLATON THE SAME AS THOSE USED IN THE ORIGINAL INSTALLATION. 8. AT LEAST 90 PERCENT OF THE SEEDED AREA SHALL BE VEGETATED WITH NATVE SPECIES OR COVER CROP SPECIES FROM THE SEED MIX BY JUNE 1 FOLLOWING SEEDING (IF PLANTING OCCURRED FROM SEPTEMBER 1 THROUGH MARCH 30), OR WITHIN 60 DAYS OF SEEDING IF PLANTED OUTSIDE THIS PERIOD. DETERMINATION IF THIS STANDARD HAS BEEN MET SHALL BE MADE BY MEANS OF A WALK-THROUGH INSPECTON BY THE CONTRACTOR WITH THE OWNER AND LANDSCAPE ARCHITECT THERE SHALL BE NO SINGLE AREA OF BARE GROUND GREATER THAN 900 SQ FT. (30'X 30). 9. AFTER ONE FULL GROWING SEASON AT LEAST 50% OF THE NATIVE SPECIES SEEDED MUST BE PRESENTAS LIVE PLANTS, AND AREA COVERAGE OF NATIVE SPECIES SHOULD BE AT LEAST 20%. 10. ATANY TIME DURING THE CONTRACT PERIOD NO MORE THAN 10%(BYAREA COVER) OF THE SEEDED AREA SHALL BE DOMINATED BY WEEDS OR AGGRESSIVE EXOTIC SPECIES SUCH AS RED CLOVER (TRIFOLIUM SPP), WHITE OR YELLOW SWEET CLOVER(SELLOUTS SPP CANADA THISTLE CIRSIUM ARVENSE), TALL FESCUE (FEST-CA ELATOR), ETC. PLANT SCHEDULE TREES QTY BOTANICAL NAME/COMMON NAME CORD. SIZE SPACING AF 12 Acer saccharum 'Flash Fire / Sugar Maple B & B 2.5" Cal. As shown AC 12 Amelanchier laevis'Cumulus'/ Cumulus Allegheny Serviceberry Multi -Stem' 5-7 Stems B&B 8' HT. Asshown CC 15 Cercis canadensis Ace of Hearts /Ace of Hearts Redbud B & B 1.5" Cal. As shown CA 12 Cornus alternifolia / Pagoda Dogwood Multi -Stem; 3-7 Stems B & B 8' HT. As shown GS 10 Gleditsia triacanthos 'Skyline' Sk line Hone Locust v v B & B 2.5" Cal. As shown GD 7 Gymnocladus dioica ' Espresso / Kentucky Coffeetree B & B 2.5" Cal. As shown LT 8 Liriodendron tulipifera / Tulip Tree B & B 2.5" Cal. As shown PF 10 Pinus flexilis 'Vanderwolf's Pyramid / Vanderwolf's Pyramid Pine B & B 6' Ht. As shown QC 14 Quercus coccinea / Scarlet Oak B & B 2.5" Cal. As shown TO 7 Thuja occidentalis Dark Green / Dark American Arborvitae B & B 6' Ht. SHRUBS QTY BOTANICAL NAME/COMMON NAME CORD. SIZE SPACING AA 64 Aroma arbutifolia 'Brilliantissima / Brilliant Red Chokeberry/Red Chokeberry CONT. 3 GAL. 48" O.C. CS 48 Cornus stolonifera Arctic Fire /Arctic Fire Dogwood CONT. 1 Gal. 3' O.C. HA 5 Hydrangea arborescens 'Annabelle / Annabelle Smooth Hydrangea CONT. 3 GAL. 60" O.C. HP 12 Hydrangea paniculata'Little Lime / Little Lime Hydrangea CONT. 1 Gal. 32 O.C. IL 58 Iteavirginica ' Little Henry TM/Virginia Sweetspire CONT. 3GAL. 42"O.C. RG 64 Rhus aromatica 'Gro -Low / Gro -Low Fragrant Sumac B & B 24"-36" Ht. RD 6 Rosa x 'Double Knockout / Rose CONT. 3 GAL. 48" O.C. SM 14 Syringe meyeri 'Palibin' / Dwarf Korean Lilac CONT. 3 GAL. 48" O.C. TD 69 Texas x media ' Densiformis' / Dense Yew CONT. 3 GAL. 4' O.C. TT 94 Taxes x media ' Tauntoi / Tauton Yew CONT. 3 GAL. 48" O.C. VD 55 Viburnum dentatum 'Christom' / Blue Muffin Viburnum CONT. 3 GAL. 5' O.C. VS 31 Viburnum plicatum tomentosum Shasta /Shasta Japanese Snowball 5 gal WM 15 Weigela florida ' Minuet / Minuet Weigela CONT. 3 GAL. 48" O.C. GRASSES QTY BOTANICAL NAME/COMMON NAME CORD. SIZE SPACING MM 116 1 Miscanthus sinensis 'Morning Light / Eulalia Grass I CONT. 13 GAL. 48" O.C. PK 19 Pennisetum orientate 'Kerley Rose / Karley Rose Fountain Grass CONT. 3 GAL. GROUND COVERS QTY BOTANICAL NAME/COMMON NAME CORD. SIZE SPACING HH 103 Hemerocallis x 'Happy Returns / Happy Returns Daylily Cont. 1 Gal or 4" Pot 24" OC LB 19 Liriope muscari ' Big Blue / Big Blue Ulyturf Cont. 1 Gal or 4" Pot 24" OC NW 105 Nepeta x famsenii 'Walkers Low / Walkers Low Catmint Cont. 1 Gal or 4" Pot 24" OC SA 6 Sedum spectabile Autumn Fire / Showy Stonecrop Cont. 1 Gal or 4" Pot 18" O.C. ZONING REQUIREMENTS: PERIMETER BUFFERYARD REQUIREMENTS: Adjacent to residential property, site is to have a Type O' Bufferyard. (10) Shade /Evergreen Trees + (3) Ornamental Trees + (25) Shrubs /100 LF -A minimum of 50% of larger trees are to be evergreen EAST BUFFERYARD (285 LF) REQUIRED: (28.5) Shade/Evergreen Trees +(8.6) Ornamental Trees +(71) Shrubs PROPOSED: (29) Shade / Evergreen Trees+ (9) Ornamental Trees + (71) Shrubs SOUTH BUFFERYARD (586 LF) REQUIRED: (58.6) Shade/Evergreen Trees +(17.6) Ornamental Trees +(147) Shrubs PROVIDED: (10) Shade/Evergreen Trees +(18) Ornamental Trees +(147) Shrubs **NOTE: 50 Existing Trees are to be preserved and counted toward calculation** Adjacent to collector streets, site is to have a Type A' Bufferyard. (3) Shade/Evergreen Trees + (2) Ornamental Trees + (15) Shrubs /100 LF WEST BUFFERYARD (326 LF) REQUIRED: (9.8) Shade/Evergreen Trees +(6.5) Ornamental Trees +(48.9) Shrubs PROVIDED: (49) Shrubs **NOTE: (15) Existing Trees are to be preserved and counted toward calculation ** Adjacent to arterial streets, site is to have a Type C' Bufferyard. (7) Shade/Evergreen Trees + (3) Ornamental Trees + (25) Shrubs /100 LF NORTH BUFFERYARD (370 LF) REQUIRED: (25.9) Shade/Evergreen Trees +(11.1) Ornamental Trees +(92.5) Shrubs PROVIDED: (24) Shade/Evergreen Trees +(11) 0 m me ntal Trees +(95) Shrubs **NOTE: Utilities limit the number of Evergreen Trees within bufferyard** STREET TREES: Existing Trees within the Right Of Way to count toward requirements. FOUNDATION PLANTINGS: Plantings shall cover 75% of planting area; shrubs not to exceed 5' O.C. spacing PARKING LOT PERIMETER PLANTING: Plantings are only required along perimeters with a Bufferyard Type A' (4) Shade Trees + (20) Shrubs /LF of frontage PARKING LOT INTERIOR (71 Parking Spaces) No parking spaces are to be located further than 66' from any shade tree (1) Shade Tree required per (10) parking spaces. REQUIRED: (7.1) Canopy Trees +(35.5) Shrubs PROVIDED: (7) Canopy Trees +(46) Shrubs -One tree has been planted adjacent to parallel parking to fulfill requirement INNOVATIVE LANDSCAPE DESIGN APPLICATION: - Native Trees make up more than 75% of total proposed tree counts - Native Plantings along retention areas are utilized to enhance water filtration - More than 25 caliper inches of trees are being preserved within the site LrX\A✓\NNDDy}SCAPE LEGEND DECIDUOUS SHADE TREE RING EDD AROwooD O MOUBLEULCH SHREDDED BARK MULCH) BARK MULCH) ^N� SPADE EDGE SEE DETAIL ON SHEET C701 EVERGREEN TREE SEED. SUN &PARTIAL SHADE MIX ElSUN STRUBORNAMEANDNTAL NATIVE MIX NATVE SET ORNAMENTAL GRASSES SHEET 0701 Na EXISTING TREE SCHEDULE & SEED MIXES OAMERICAN l: STRUCTUREPOINT INC. 7260 Shadeland Safi on I l ndianapolis, Indiana 46256 TEL 317 547 5580 1 FAX 317543.0270 www stmcturepoint com LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 EXISTING ORCHARD TREES 11 Basting Orchard to be preserved. DOSTING DECIDIOUS TREES 7 BCi3hne Naas to be Prawired EXISTING EVERGREEN TREES 81 FxisSng trees to be preserved. - CERTIFIED BY ISSUANCE INDEX DATE: 12/20/2017 PROJECT PHASE: _ DEVELOPMENT PLANS LAWN SEED- SUNAND PARTIAL SHADEMIX 48,450 sf See generelWIM for addNcrW seed ni and insfal/shon requirements. NATIW SEED MIX 5,355 at Wet Mesic Prairie Ma See plant schedule on sheet C701. Project Number 2017.02132 LANDSCAPE PLAN C700 _ r Project Number 2017.02132 LANDSCAPE PLAN C700 Wet to Mesic Prairie Seed Mix (WMP) Plant Materials Schedule Permanent Grass Quantity (Ozof seed/Acre) Scientific Name Common Name 16.00 Andropogon gerardll Big Blue Stem 2.00 Carex annectans xanthocarpa Yellow Fox Sedge 2.00 Carexfrankii Frank's Sedge 6.00 Carex vulpinoidea Fox's Sedge 3200. Elym us canadensis Canada Wild Rye 3200. Elymus virglnicus Virginia Wild Rye 2.00 Glyceria striata Fowl Manna Grass 4.00 Panicum virgatum Swtchgrass 16.00 Sorghastrum nutans Indian Grass 112.00 TOTAL Temporary Cover Quantity (Ozof seed/Acre) Scientific Name Common Name 360.00 Avena sativa Seed Oats 100.00 Lolium multifforum Annual Rye 460.00 TOTAL Fortis Quantity (Ozof seed/Acre) Scientific Name Common Name 1.00 Asclepias sullivanti Sullivants Milkweed 1.00 Aster firmus Shining Aster 1.00 Aster novae-angllae New England Aster 1.00 Aster umbellatus Flat -Top Aster 2.00 Baptisis Ieucantha White False Indigo 3.00 Cassia hebecarpa Wild Senna 3.00 Coreopss tripteris Tall Coreopsis 3.00 Echinacea purpurea Purple Coneflower 2.00 Eryngium yuccifolium Rattlesnake Master 1.00 Hellanthus grosseserratus Sawtooth Sunflower 3.00 Heliopsis helianthoides False Sunflower 2.00 Liatris spicata Dense Blazing Star 0.50 Monarda fistulosa Bergamont 0.50 Penstemon digitalis Foxglove Beardtongue 0.50 Pycanthemum virginlanum Mountain Mint 4.00 Paroled pinnata Yellow Coneflower 3.00 Rudbeokia fulgida speciosa Showy Black -Eyed Susan 4.00 Rudbeokia hind Black -Eyed Susan 3.00 Rudbeokia subtomentosa Sweet Black -Eyed Susan 2.00 Silphium integrifolium Rosnweed 2.00 Silphium terebinthinaceum Prairie Dock 1.00 Solldago riddellll Riddell's Goldenrod 2.00 Solldago rigida Stiff Goldenrod 2.00 Veronica fasciculata Smooth Ironweed 0.50 Veronicastrum virginicum Culver's Root 48.00 TOTAL 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 (FORVERTICALEDGE CONTAINMENT) EXISTING GRADE OR Tr GRADE OF PLANTING AREA c NOTE. 1= III- SPADE EDGE SHALL CREATE = r7l CLEAN SEPARATION BETWEEN - AREAS, AND SHALL CREATE SMOOTH &EVEN LINES (AS 311 INDICATED ON THE PLANS) 05 SPADE EDGE DETAIL L101 SCALE NTS SPADE EDGE PLANTING PROCEDURE Remove all wire baskets, Remove tags and twine and budop. labels. Before tree is in the hole, Prune only dead or )UNDCOVER (PER PLAN) remove hottom of basket broken branches or ■ ULCH LAYER (AS SPECIFIED) cutting horizontally. double leaders. J AMERICAN STI NO SOIL MIX (AS SPECIRED) After free is in the hole, 00 STRUCTUREPOINT SH GRADE remove rest of basket Stake time ■. INC. cutting vertically if necessary. ■ Backfill using existing soil. Remove excess soil 7260 Shadeland Station Indianapolis Indiana 46256 Water thoroughly b TEL 317547 5580 1 FAX 317543.0270 eliminate air pockets. to locofe and expose ww stmcturepoint com root flare. Add 1-2 inches of hardwood mulch. Root flare should be < 1-2 inches above Keep mulch 3 inches From trunk. finish grade. Finish grade. I�I1111111 NOTE. BREAKTHROUGH ANY EXISTING "HARD -PAWAND 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 File: .A..\Landscape Arch itecture\Shrub Planting Detail.pdf �fxh:g for invalid reference U� SHRUB PLANTING DETAIL L101 SCALE.. NTS 02 EVERGREEN PLANTING DETAIL L101 SCALE NTS LEAFSPRING SCH 14590 Cherry Tree Road Carmel, IN 46062 CERTIFIED BY ISSUANCEINDEX DATE: 12/20/2017 PROJECT PHASE: DEVELOPMENT PLANS Project Number 2017.02132 LANDSCAPE File: ..\..\Landscape Arch itecture\Tree Planting Detail.pdf DETAILS 9111NMIa for invalid reference V ' TREE PLANTING DETAILS C701L101 SCALE.. 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