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Lucas Amendment IFC 14-Jun-2019
REVISIONS AND ISSUES W170425PREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: ISSUED FOR CONSTRUCTION 18-DEC-2017 WAC AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032COVER SHEETOF 13 0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Brady Kuhn, RLS #2050007 September 03, 2017 NEW RESIDENCE FOR THE LUCAS FAMILY CARMEL PLOT PLAN SUBMITTAL 1201 W. 116TH STREET CARMEL, IN 46032 DRAINAGE PERMIT #2018-494 AMENDMENT BUILDING PERMIT #17120126 REVISED PLAN DATE 14-JUN-2019 OWNER: LUCAS FAMILY mlr@lucasoil.com CIVIL ENGINEER: WEIHE ENGINEERS CONTACT: ANDY CASH cashw@weihe.net PHONE: 317-846-6611 ARCHITECT: SARK ASSOCIATES CONTACT: HAROLD SARK PHONE: 317-733-8525 ARCHITECT: GARY NANCE DESIGN CONTACT: GARY NANCE PHONE: 317-663-4793 BUILDER: HOSS HOMES CONTACT: STEVE HOSS PHONE: 317-590-4366 DEPARTMENT OF COMMUNITY SERVICES CONTACT: JIM BLANCHARD PHONE: 317-571-2444 CARMEL UTILITIES CONTACT: JOHN DUFFY PHONE: 317-571-2442 CARMEL STREET DEPARTMENT CONTACT: DAVE HUFFMAN PHONE: 317-733-2001 CLAY TOWNSHIP REGIONAL WASTE DISTRICT CONTACT: RYAN HARTMAN PHONE: 317-844-9200 DUKE ENERGY CONTACT: JESSICA HERRINGTON PHONE: 317-776-5365 VECTREN ENERGY CONTACT: JOANIE CLARK PHONE: 317-776-5532 INDIANAPOLIS POWER & LIGHT CO. CONTACT: DAN DAVENPORT PHONE: 317-630-5625 SHEET INDEX 0 COVER SHEET 1.0 PLOT PLAN 2.0 SITE PLAN NORTH 2.1 SITE PLAN SOUTH 3.0 GRADING AND DRAINAGE PLAN OVERALL 4.0 GRADING AND DRAINAGE PLAN NORTH 4.1 GRADING AND DRAINAGE PLAN SOUTH 5.0 EROSION AND SEDIMENT CONTROL PLAN (ESCP) 6.0 SWPPP 7.0 UTILITY DETAILS 8.0 DRAINAGE DETAILS 9.0 DRAINAGE DETAILS 10.0 ESCP DETAILS ZONING INFORMATION DISTRICT: S1 (116TH OVERLAY) MINIMUM FRONT YARD: 100 FEET DISTURBED AREA: 1.617 ACRES AMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WAC AMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WAC AMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WAC CARMEL RESUBMITTAL 15-MAY-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks S00°26'14"E 25.00' N80°32'58"E 73.09' N75°03'20"E 48.96' N89°32'29"E 96.99' R=83.00' L=58.72' CH=S64°49'10"E 57.50' R=92.00' L=106.74' CH=S77°47'16"E 100.85'R=483.00' L=88.44' CH=N74°13'19"E 88.32' N89°32'29"E 796.42' (M) N89°12'25"E 796.42' (R) E5 N89°32'29"E 895.37'N12°46'43"E 236.00'N44°00'19"E 256.61' N89°32'29"E 58.00' N89°32'29"E 172.00' 39.82'E1 E2 E3 E4 E6 E7 E8 S00°27'07"E 664.92'S89°32'53"W 747.95'N00°30'25"E 252.00'1201 W. 116th St. 10.50 ACRES 116TH STREET 2 1 1 3 4 4 5 5 6 7 7 SAN SAN SAN SAN EEE E E E E E E E EWW W W WWW WWWGG GG G GGCCC C C C C C C C C8 8 9 E1 N89°32'39"E 132.18' E2 E3 E4 E5 E6 E7 E8 S44°00'19"W 256.61' S12°46'43"W 109.17' N77°12'28"W 70.33' N06°00'43"E 143.34' N59°05'16"E 113.29' N37°11'22"E 44.54' N00°27'31"W 38.17'REVISIONS AND ISSUES W170425PREPARED FOR:PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BYSeptember 5, 2017DATE:AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032PLOT PLANOF 13 1.0 LEGEND RIGHT OF WAY LINE (APPROX) CHAIN LINK FENCE BOUNDARY LINE FLOW LINE POST GATE POST W S N E THE CONTOURS SHOWN ON THE MAP WERE DOWNLOADED FROM THE HAMILTON COUNTY GIS SYSTEM (http://www2.hamiltoncounty.in.gov/gisdownloads/shp/topo/gislist3.aspx?ARG1=shp/topo). ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM © 2017 WEIHE ENGINEERS, INC. N89°37'45"E 2661.69'S00°13'46"W 2677.73'S00°30'23"W 2585.0'W170325sv.dwgVINYL FENCE SECTION LINE VICINITY MAP BK DESCRIPTION OF 10.50 ACRE PARCEL: A part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East, Hamilton County, Indiana, being described as follows: Commencing at the Northwest Corner of said Northwest Quarter, marked by a Harrison Monument; thence North 89 degrees 30 minutes 54 seconds East (basis of bearings) 134.06 feet to the Southwest Corner of the Southwest Quarter of Section 34, Township 18 North, Range 3 East; thence along the south line of said Southwest Quarter and the north line of said Northwest Quarter North 89 degrees 32 minutes 29 seconds East 895.37 feet to the northwest corner of an 0.319 acre parcel conveyed to the City of Carmel, Indiana by Instrument 2008018833 in theOffice of the Hamilton County Recorder; thence along a line of said 0.319 acre parcel South 00 degrees 26 minutes 14 seconds East (South 00 degrees 27 minutes 31 seconds East by record description) 25.00 feet to a corner thereof; thence along a southerly line of said 0.319 acre parcel North89 degrees 32 minutes 29 seconds East 172.00 feet to the POINT OF BEGINNING of the parcel described herein; thence along the southerly lines of said 0.319 acre parcel the following seven courses; North 89 degrees 32 minutes 29 seconds East 58.00 feet; thence North 80 degrees 32 minutes 58 seconds East 73.09 feet; thence along a curve to the right having a radius of 83.00 feet for an arc length of 58.72 feet subtended by a long chord bearing South 64 degrees 49 minutes 10 seconds East with chord length of 57.50 feet; thence along a curve to the left having a radius of 92.00 feet for an arc length of 106.74 feet subtended by a long chord bearing South 77 degrees 47 minutes 16 seconds East with chord length of 100.85 feet; thence along a curve to the right having a radius of 483.00 feet for an arc length of 88.44 feet subtended by a long chord bearing North 74 degrees 13 minutes 19 seconds East with chord length of 88.32 feet; thence North 75 degrees 03 minutes 20 seconds East 48.96 feet; thence North 89° 32' 39" East 96.99 feet (97.25 feet by record description) to the east line of a 38.678 acre parcel conveyed to Forrest D. Lucas and Charlotte M. Lucas, Trustees of the Lucas Living Trust by Instrument 2016022747 in the Office of the Hamilton County Recorder; thence along the east line of said Lucas parcel South 00 degree 27 minutes 07 seconds East (South 00 degree 47 minutes 35 seconds East by record description) 664.92 feet to a corner thereof; thence along a line of said Lucas parcel and the westerly prolongation thereof South 89 degrees 32 minutes 53 seconds West (South 89 degrees 12 minutes 25 seconds West by record description) 747.95 feet; thence North 00 degree 30 minutes 25 seconds East 252.00 feet; thence North 12 degrees 46 minutes 43 seconds East 236.00 feet; thence North 44 degrees 00 minutes 19 seconds East 256.61 feet to the point of beginning, containing 10.500 acres, more or less. DESCRIPTION OF EASEMENT FOR INGRESS, EGRESS AND UTILITIES): An Easement for Ingress, Egress, and Utilities, being a part of the Northwest Quarter of Section 3, Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Northwest Corner of said Northwest Quarter, marked by a Harrison Monument; thence North 89 degrees 30 minutes 54 seconds East 134.06 feet to the Southwest Corner of the Southwest Quarter of Section 34, Township 18 North, Range 3 East; thence along the south line of said Southwest Quarter and the north line of said Northwest Quarter North 89 degrees 32 minutes 29 seconds East 895.37 feet to the northwest corner of an 0.319 acre parcel conveyed to the City of Carmel, Indiana by Instrument 2008018833 in the Office of the Hamilton County Recorder; thence along a line of said 0.319 acre parcel South 00 degrees 26 minutes 14 seconds East (South 00 degrees 27 minutes 31 seconds East by record description) 25.00 feet to a corner thereof; thence along a southerly line of said 0.319 acre parcel North 89 degrees 32 minutes 29 seconds East 39.82 feet to the POINT OF BEGINNING of the easement area described herein; thence along a southerly line of said 0.319 acre parcel North 89 degrees 32 minutes 29 seconds East 132.18 feet to the northwest corner of a 10.500 acre tract; thence along a westerly line of said 10.500 acre tract South 44 degrees 00 minutes 19 seconds West 256.61 feet; thence along a westerly line of said 10.500 acre tract South 12 degrees 46 minutes 43 seconds West 109.17 feet; thence North 77 degrees 12 minutes 28 seconds West 70.33 feet; thence North 06 degrees 00 minutes 43 seconds East, 143.34 feet; thence North 59 degrees 05 minutes 16 seconds East 113.29 feet; thence North 37 degrees 11 minutes 22 seconds East 44.54 feet; thence North 00 degrees 27 minutes 31 seconds West, 38.17 feet to the point of beginning, containing 0.617 of an acre, more or less N89°32'29"E 2640.85' N89°30'54"E 134.06' SAN W W W PROPOSED SANITARY SEWER LATERAL PROPOSED WATER SERVICE LINE LOCATION TO BE DETERMINED BY CONTRACTOR LOCATION TO BE DETERMINED BY CONTRACTOR NOTE: THE FINAL LOCATIONS OF THE PROPOSED WATER SERVICE LINE AND SANITARY SEWER LINE ARE TO BE DETERMINED BY THE CONTRACTOR AND UTILITY COMPANIES. THE FINAL GRADES ARE TO BE CONFIRMED BY THE CONTRACTOR. EDGE OF EASEMENT FLOODPLAIN LIMIT PER FIRM 18057C0208G Know what's below. before you dig.Call R PAVED ENTRANCE DRIVE PLOT PLAN KEYNOTES TEMPORARY STONE CONSTRUCTION DRIVE - FOLLOWING CONSTRUCTION REMOVE STONE AND RESTORE TO EXISTING CONDITION. ENTERING AND LEAVING THE SITE IS LIMITED TO RIGHT-IN AND RIGHT-OUT TURNS ONLY. THE CONTRACTOR MUST PLACE SIGNS AT THE ENTRANCE INDICATING THE TURNING RESTRICTIONS AND COMMUNICATE RESTRICTIONS TO ALL SUB-CONTRACTORS AND SUPPLIERS. FUTURE CTRWD 4" SANITARY SEWER FORCE MAIN EXTENSION - ANTICIPATED CONTRACT AWARDED ON DECEMBER 17, 2017 (CONTRACTOR TO VERY INSTALLATION OF OFFSITE SANITARY SEWER FORCE MAIN) SANITARY GRINDER PUMP, REFER TO DETAILS ON SHEET 5 OF 8 460 L.F. OF 1.25" HDPE SANITARY SEWER FORCE MAIN - CONNECT WITH BUILDING AT ELEV. = 853.00 (VERIFY CONNECTION LOCATION WITH MEP DRAWINGS), REFER TO FORCE MAIN TIE IN DETAIL ON SHEET 5 OF 8 460 L.F. OF 1.5" C901 HDPE WATER SERVICE LINE - BURY LINE 54" MIN. DEPTH WATER SERVICE METER - VERIFY MAIN TAP AND METER LOCATION WITH CARMEL UTILITIES, REFER TO WATER SERVICE DETAIL ON SHEET 5 OF 8 UNDERGROUND ELECTRICAL AND COMMUNICATION SERVICE LINES - VERIFY CONDUIT AND SERVICE LINE SIZE AND MATERIAL WITH MEP. CONTRACTOR TO COORDINATE LOCATION OF PUBLIC UTILITY CONNECTION WITH RESPECTIVE UTILITY PROVIDER. NATURAL GAS SERVICE LINE - VERIFY BUILDING CONNECTION LOCATION, DEMAND, AND LATERAL SIZE WITH MEP DESIGNER AND UTILITY PROVIDER SANITARY SEWER FORCE MAIN TIE-IN VALVE AND PIT 1 2 3 4 5 6 7 Brady Kuhn, RLS #2050007 September 03, 2017 8 9 POND TOP OF BANK DRAINAGE EASEMENT 30 FT ACCESS EASEMENT NOTE: THE TEMPORARY CONSTRUCTION DRIVE IS LIMITED TO RIGHT-IN AND RIGHT-OUT TURNS ONLY. SANITARY SEWER OUTLET NOTE: VERIFY OFFSITE SANITARY SEWER FORCE MAIN INSTALLATION WITH CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO FURNISHING AND INSTALLING ONSITE GRINDER STATION.ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACNOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ALL BUILDING, POOL, POOL DECK AND PATIO DIMENSIONS, MATERIALS AND QUANTITIES.CARMEL RESUBMITTAL 15-MAY-2019 WACEARTHEN MOUND EARTHEN MOUND EARTHEN MOUND AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks B2 B1 H2 H2 P2 P1 P3 P1 P1 P1 P1 P1 H3 A2 A2 A2 A2 S1 S1 A1 A1 A1 H3 H3 H3 H3 H3 H3 H3 H4 P4 P4 H5 H1 H5 REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032SITE PLAN - NORTHOF 13 2.0 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R Brady Kuhn, RLS #2050007 September 03, 2017 STORM WATER DETENTION POND DRAINAGE ACCESS AND MAINTENANCE EASEMENT EARTHEN MOUND 116TH STREET SITE PLAN NOTES PAVEMENT PAVED DRIVEWAY PAVED AREA (SEE SEPARATE LANDSCAPE PLAN) CONCRETE PAVEMENT TRANSITION PAVED DRIVE TO CONCRETE HARDSCAPE CONCRETE MECHANICAL PAD -SEE ARCHITECTURAL PLANS RETAINING WALL 12" LANDSCAPE BORDER (SEE SEPARATE LANDSCAPE PLAN) CONCRETE SIDEWALK STONE PATH - SEE LANDSCAPE PLANS BUILDING ACCESSORIES UPPER TERRACE - SEE SEPARATE LANDSCAPE PLAN LOWER TERRACE - SEE SEPARATE LANDSCAPE PLAN ACCESSORIES REMOVE AND REPLACE EXISTING LIGHT BOLLARDS CONCRETE PLANTERS - SEE SEPARATE LANDSCAPE PLAN SIGNAGE & MARKINGS 4" PAINTED WHITE SOLID LINES (TYP) EARTHEN MOUND P1 P2 P3 P4 H1 H2 B1 A1 A2 S1 H3 B2 H4 R/W ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACSTART NEW DRIVE WORK END NEW DRIVE WORK H5 CARMEL RESUBMITTAL 15-MAY-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks B2 B1 H2 H2 P2 P1 P3 P1 P1 P1 P1 A2 A2 A2 A2 S1 S1 A1 A1 H3 H3 H3 H3 H3 H3 H4 P4 P4 H5 H1 H5 REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032SITE PLAN - SOUTHOF 13 2.1 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R Brady Kuhn, RLS #2050007 September 03, 2017ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACSTART NEW DRIVE WORK POOL - SEE POOL CONTRACTOR PLANS POOL DECK - SEE SEPARATE LANDSCAPE PLAN ACCESSORY BUILDING - SEE ARCHITECTURAL PLANS CARMEL RESUBMITTAL 15-MAY-2019 WACSITE PLAN NOTES PAVEMENT PAVED DRIVEWAY PAVED AREA (SEE SEPARATE LANDSCAPE PLAN) CONCRETE PAVEMENT TRANSITION PAVED DRIVE TO CONCRETE HARDSCAPE CONCRETE MECHANICAL PAD -SEE ARCHITECTURAL PLANS RETAINING WALL 12" LANDSCAPE BORDER (SEE SEPARATE LANDSCAPE PLAN) CONCRETE SIDEWALK STONE PATH - SEE LANDSCAPE PLANS BUILDING ACCESSORIES UPPER TERRACE - SEE SEPARATE LANDSCAPE PLAN LOWER TERRACE - SEE SEPARATE LANDSCAPE PLAN ACCESSORIES REMOVE AND REPLACE EXISTING LIGHT BOLLARDS CONCRETE PLANTERS - SEE SEPARATE LANDSCAPE PLAN SIGNAGE & MARKINGS 4" PAINTED WHITE SOLID LINES (TYP) P1 P2 P3 P4 H1 H2 B1 A1 A2 S1 H3 B2 H4 H5 AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks SANSAN SAN SAN SAN SAN SA N E E EEE E E E E E E E E E E E E W W WWW W W W W W WWWW WWG G G GG G G G GGGGC C CCCC C C C C C C C C C C C REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032GRADING AND DRAINAGE PLANOF 13 3.0 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK GENERAL GRADING NOTES 1. PROJECT ELEVATION DATUM: NAVD 88 2. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENT CONTROL PLAN FOR EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 3. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 4. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF THE PROPOSED BUILDING. 5. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 6. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 7. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 8. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 9. MAXIMUM LAWN SLOPE IS 4:1. 10. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 11. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 12. ALL SPOT ELEVATIONS ARE TO FINISHED EXTERIOR GRADES SEE ARCHITECTURAL DRAWINGS FOR FLOOR SLAB GRADING DETAILS. 13. COMPACTED "B" BORROW BACK FILL REQUIRED. OVER ALL UTILITIES IN PAVED AREAS. 14. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 15. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL OR FLOWABLE BACKFILL. 16. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 17. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 18. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY PAVED AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER OR ENGINEER. 19. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN PAVEMENT TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL PLAN.. Know what's below. before you dig.Call R Brady Kuhn, RLS #2050007 September 03, 2017 CLAY CREEK NOTE ALL STORM SEWER IMPROVEMENTS SHOWN ON THIS PLAN INCLUDING, INLETS, STORM SEWERS, SWALES, UNDER-DRAINS, PONDS, ETC. ARE PART OF A PRIVATE STORM SEWER SYSTEM TO REMAIN PRIVATE. DRAINAGE SUMMARY THIS SINGLE-FAMILY RESIDENTIAL DEVELOPMENT ON A SINGLE LOT WILL DISTURB 2.50 ACRES. THE EXISTING DRAINAGE PATTERNS DIRECT SURFACE FLOW SOUTH TO CLAY CREEK. THE EXISTING LOT CONSISTS OF WELL MAINTAINED TURF AREAS AND WOODED AREAS ALONG CLAY CREEK. CLAY CREEK FLOWS EAST ACROSS THE SOUTH PORTION OF THE PROPERTY. THE IMPROVEMENTS INCLUDE A STORMWATER DETENTION POND WHICH ATTENUATES RUNOFF FROM 1.189 ACRES TO THE ALLOWABLE RELEASE RATES BASED ON THE AMOUNT OF DISTURBED AREA WITHIN THE POND DRAINAGE SHED. THE FOLLOWING TABLE OUTLINES THE PROJECT DRAINAGE DESIGN: ONSITE POND MODELING: DISTURBED AREA = 1.189 ACRES PROJECT AREA = 1.189 ACRES EX. CN = 69, Tc = 10 MIN CN = 91, Tc = 10 MIN 2 YR EX. PEAK RUNOFF = 0.72 CFS 10 YR PEAK POND RELEASE = 0.51 CFS 10 YR EX. PEAK RUNOFF = 1.85 CFS 100 YR PEAK POND RELASE = 1.53 CFS 10 YR VOLUME = 8,641 CF 100 YR VOLUME = 13,124 CF ONSITE & OFFSITE POND MODELING: 10 YR PEAK POND RELEASE: 1.23 CFS @ ELEV. = 851.12 100 YR PEAK POND RELASE: 2.00 CFS @ ELEV. = 852.24 FLOOD NOTES: CLAY CREEK BASE FLOOD ELEVATION = 833.9 DETENTION POND SPILLWAY INV. = 852.00 MINIMUM FLOOD PROTECTION GRADE = 854.00 MINIMUM LOWEST ADJACENT GRADE = 854.00 CUT IN SWALE AT 2% TO DRAIN AREA EAST CUT IN SWALE AT 2% TO DRAIN AREA SOUTH AND EAST POND TOP OF BANK ELEV. = 852.50 POND TOP OF BANK EDGE OF EXISTING DRIVE EDGE OF EXISTING DRIVE EX. DRIVE RECONFIGURATION ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WAC1 GRADING PLAN NOTES CONNECT 6" PVC TERRACE DRAIN TO STRUCTURE INV. = 853.00 213 LF OF 6" PVC DRAIN AT 1.50% SLOPE CLEANOUT DRAINAGE SWALE @ 1.00% SLOPE - SSD REQUIRED PER DETAIL ON SHEET 9.0 TERRACE & YARD INLETS - SEE SEPARATE LANDSCAPE PLAN 12" FLAT STEEL GRATE YARD INLET RIM = 857.00 INV. = 854.83 12" FLAT STEEL GRATE YARD INLET RIM = 857.00 INV. = 854.47 12" FLAT STEEL GRATE YARD INLET RIM = 857.00 INV. = 854.11 12" FLAT STEEL GRATE YARD INLET RIM = 857.00 INV. = 853.81 12" FLAT STEEL GRATE YARD INLET - TRANSITION PVC DRAIN TO SSD WITH NYLOPAST DRAINAGE STRUCTURE. RIM = 857.00 INV. = 852.41 CONNECT TERRACE AND EQUIPMENT PAD DRAINS TO SWALE UNDERDRAIN CONTINUE SWALE UNDERDRAIN AT MIN. 1.04% SLOPE AND DAYLIGHT ON PROPERTY EMERGENCY OVERFLOW WEIR - SEE DETAIL SHEET 8.0 RIPRAP SCOUR PROTECTION REQUIRED AT DRAIN OUTLET - 36X36 IN SQUARE RIPRAP AREA AT 12" DEPTH ON GEOTEXTILE FABRIC. PROVIDED HDPE END SECTION. 1 2 INV. = 856.15 INV. = 854.93 INV. = 855.22 INV. = 855.51 3 4 6 2 2 3 5 7 5 5 (TYP.) (TYP.) 5 (TYP.) 5 (TYP.) 5 (TYP.) 8 9 4 4 4 4 4 4 6 7 10 8 11 SSD INV. = 854.49 SSD INV. = 847.75 12 SSD INV. = 849.75 CARMEL RESUBMITTAL 15-MAY-2019 WAC11 13 12 10 13 9 3 14 14 CARMEL REVIEW RESPONSE 10-JUN-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032ENLARGED GRADING AND DRAINAGE PLANOF 13 4.0 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R Brady Kuhn, RLS #2050007 September 03, 2017 CUT IN SWALE AT 2% TO DRAIN AREA CUT IN SWALE AT 2% TO DRAIN AREA ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACSTEPPING STONE PATH BETWEEN POOL DECK AND LOWER TERRACE - REFER TO LANDSCAPE PLAN BY OTHERS STEPPING STONE PATH BETWEEN UPPER TERRACE AND DRIVEWAY - REFER TO LANDSCAPE PLAN BY OTHERS CARMEL RESUBMITTAL 15-MAY-2019 WACUPPER TERRACE AND POOL DECK DRAIN - SEE SHEET C3.0 AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032ENLARGED GRADING AND DRAINAGE PLANOF 13 4.1 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R Brady Kuhn, RLS #2050007 September 03, 2017 POOL AND POOL DECK AREAS SWALE DRAINING SOUTHEAST ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACSWALE DRAINING WEST TO DETENTION PON ACCESSORY STRUCTURE SWALE DRAINING WEST TO DETENTION PON MECHANICAL PADS AND EQUIPMENT CARMEL RESUBMITTAL 15-MAY-2019 WACADS YARD INLETS (TYP.) SEE SHEET 8.0 LOWER TERRACE AREA DRAINS - SEE SEPARATE LANDSCAPE PLAN AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks 2 2 2 2 2 2 1 3 4 6 5 6 5 5 5 5 6 6 6 6 6 DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) DO NOT DISTURB 5 6 6 TEMPORARY STONE CONSTRUCTION DRIVE - SEE PLOT PLAN 10 TEMPORARY SOIL STOCKPILE AREA (ENTER AND EXIT AREA FROM WEST SIDE) 2 2 2 7 8 9 STAGING AREA 3 SF SF SF SF SF SFSFSFSFDO NOT DISTURB S F S F SFSFSF SF SF SF SF SF S F SF SF SF SFSFSFSF S F SF SFSFSFSF SFS F S F S F SF SF SF SF S F SF SF SFSFSF SFSFSFSF SF SF SFSFSFSFSF SFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF 2 5 6 6 6 5 3 3 11 11 11 12 12 12 12 12 13 REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032EROSION AND SEDIMENT CONTROL PLAN PLANOF 13 5.0 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R EROSION CONTROL KEYNOTES CONSTRUCTION ENTRANCE SILT FENCE RIPRAP AT END-SECTION ON GEOTEXTILE FABRIC BANK EMERGENCY OVERFLOW WEIR WITH RIPRAP ON GEOTEXTILE FABRIC - SEE DETAIL SHEET 8.0 NAG S75 OR EQUAL EROSION CONTROL BLANKET WITH SEEDING TEMPORARY AND PERMANENT SEED/SOD AREA PLACE TEMPORARY 36" WIDE X 24" HIGH X 72" LENGTH WASHED STONE CHECK DAM UPSTREAM OF POND OUTLET. REMOVE CHECK DAM AND INSTALL RIPRAP FOLLOWING FINAL GRADING, SEEDING AND BLANKETING OF THE POND AREA. SEED AND BLANKET STORM SEWER TRENCH AREA INSTALL AND MAINTAIN DANDY BAG INLET PROTECTION DEVICES. REMOVE BAGS FOLLOWING PAVING, SEEDING AND BLANKETING. CONCRETE WASHOUT NAG S150 OR EQUAL EROSION CONTROL BLANKET WITH SEEDING. CENTER 6.67 FT WIDTH ROLL ON SWALE FLOWLINE AND SECURE WITH MANUFACTURER RECOMMENDED ANCHORING SYSTEM. PROTECT ALL YARD DRAINS FROM SEDIMENT (TYPICAL). PLACE FILTER SOCK OR SIMILAR DEVICE UPSTREAM IN SWALE AND FULLY SURROUND SAG INLETS. RIPRAP SCOUR PROTECTION REQUIRED AT DRAIN OUTLET - 36X36 IN SQUARE RIPRAP AREA AT 12" DEPTH ON GEOTEXTILE FABRIC. PROVIDED HDPE END SECTION. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES HOSS HOMES 11825 BROADWAY STREET INDIANAPOLIS, IN 46236 TELEPHONE: (317) 823-9788 CONTACT PERSON: STEVE HOSS EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED. ESCP LEGEND - EROSION CONTROL BLANKET WITH SEEDING - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - TEMPORARY/PERMANENT SEED AREAS RIPRAP EROSION CONTROL SILT FENCING - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) SF SF GENERAL STAPLE RECOMMENDATIONS FOR EROSION CONTROL BLANKET 1. STAPLE PATTERNS PROVIDED APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. 5. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 6. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. Brady Kuhn, RLS #2050007 September 03, 2017 1 2 3 4 5 6 OUTLET CONTROL STRUCTURE STORMWATER DISCHARGE CLAY CREEK FLOW LINE EXTENT OF CLAY CREEK FLOODPLAIN POND BANK EMERGENCY OVERFLOW WEIR 7 8 9 10 CONTRACTOR TO REVIEW ADDITIONAL REQUIREMENTS FOR STORM WATER DISCHARGE TO CLAY CREEK AS DESCRIBED IN IDEM SECTION 401 WQC REGIONAL GENERAL PERMIT NOTIFICATION - IDEM# 2017-890-29-JBT-X ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WAC11 CARMEL REVIEW RESPONSE 10-JUN-2019 WAC12 13 AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks 116TH STREET · · · · · · · · · · · · · · · · · · · · · · SWPPP MAP SCALE: 1" = 100' REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032SWPPPOF 13 6.0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Brady Kuhn, RLS #2050007 September 03, 2017ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032UTILITY DETAILSOF 13 7.0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Brady Kuhn, RLS #2050007 September 03, 2017 LOW-PRESSURE PACKAGE PUMP GRINDER CARMEL UTILITIES WATER SERVICE SANITARY SEWER FORCE MAIN TIE IN NOTE: VERIFY ELEVATION OF FLOAT SWITCHES WITH MEP, ENGINEER AND SUPPLIER PRIOR TO FURNISHING AND INSTALLING GRINDER STATION.ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032DRAINAGE DETAILSOF 13 8.0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Brady Kuhn, RLS #2050007 September 03, 2017 (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. (NO SCALE) 1.25 Bc + 12" (MIN.) Bc d27" & SMALLER 30" TO 60" 66" & LARGER 3 4 6 D d(MIN.) GREATER THAN 5' (1) 1.25 Bc + 24" (MIN.) FOR > 42" DIA. FOR < 42" DIA. REGULAR BACKFILL(1) SPRINGLINE (1)1/2 Bc MIN. 12"TYPICAL BEDDING SECTION - HDPE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY. (1) WELL PLACED "B" BORROW OR EQUIV. GRANULAR MATERIAL. NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. MIN. OF 9" CLEARANCE EACH SIDE OF PIPE FOR 42" DIA. AND LESS. 3. MIN. OF 12" CLEARANCE EACH SIDE OF PIPE FOR LARGER THAN 42" DIA. (1) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY 5' OR LESS (2) LEGEND: DEPTH OF BEDDING MATERIAL BELOW PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE 4:1 S L OPE 4:1 SLO P E 24" 22" BANK EMERGENCY OVERFLOW WEIR (NO SCALE) INSTALLATION 1. REMOVE AND PROPERLY DISPOSE OF BRUSH, TREES, AND OTHER DEBRIS FROM THE FOUNDATION AREA. 2. EXCAVATE FOUNDATION SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM (GEOTEXTILE FABRIC OR WELL-GRADED AGGREGATE) AND RIPRAP. 3. SMOOTH THE SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 4. PLACE GEOTEXTILE FABRIC OR AGGREGATE FILTER MEDIUM ON THE COMPACTED AND SMOOTHED FOUNDATION. IF MORE THAN ONE PIECE OF GEOTEXTILE FABRIC IS NEEDED, THE UPSTREAM PIECE SHOULD OVERLAP THE DOWNSTREAM PIECE BY AT LEAST 12 INCHES. 5. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. THE RIPRAP SHOULD FORM A DENSE, UNIFORM, AND WELL-GRADED MASS WITH FEW VOIDS. SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NECESSARY TO OBTAIN GOOD DISTRIBUTION OF STONE SIZES. 6. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 7. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE, AVOIDING OVERFILL OR CHANNEL OBSTRUCTION. MAINTENANCE 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS WHEN WITNESSING FLOW THROUGH THE CHANNEL. 2. WHEN STONES HAVE BEEN DISPLACED, REMOVE DEBRIS AND REPLACE STONES IN SUCH A WAY AS TO NOT RESTRICT THE FLOW AREA. 3. IF FILTER FABRIC IS DAMAGED, REMOVE THE RIPRAP AND REPAIR BY ADDING ANOTHER LAYER OF FABRIC, OVERLAPPING ADJACENT, UNDAMAGED AREAS BY 12 INCHES. SECURE FABRIC WITH ANCHOR PINS SPACED EVERY THREE FEET, THEN REPLACE RIPRAP AS NEEDED. 4. CHECK FOR SEDIMENT ACCUMULATION, BANK INSTABILITY, AND SCOUR HOLES AND MAKE NECESSARY REPAIRS PROMPTLY. 5. REFERENCE THE INDIANA STORM WATER QUALITY MANUAL FOR MORE INFORMATION ON CONSTRUCTION AND MAINTENANCE OF RIPRAP LINE CHANNELS. GEOTEXTILE FILTER FABRIC OR BEDDING MATERIAL 18" SIDE END PLAN METAL END SECTION HOOK BOLT DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST TSALPOLYN D U C T I L E I R O N TSALPOLYNDUCTILEIRON12" FLAT CAST HEAVY DUTY GRATE IN LAWN AREAS NYLOPLAST DRAINAGE BASIN NO SCALE TIE IN SMOOTH WALL DOWNSPOUT COLLECTOR LINES CORRUGATED DUAL WALL HDPE DRAINAGE PIPE NYLOPLAST TYPICAL INSTALLATION NO SCALE 12" FLAT CAST HEAVY DUTY GRATE IN LAWN AREAS CORRUGATED DUAL WALL HDPE DRAINAGE PIPE CORRUGATED DUAL WALL HDPE DRAINAGE PIPE 10" INLINE DRAIN 10" INLINE DRAIN NYLOPLAST DOMED GATE BASIN NO SCALE CRUSHED STONE BACKFILL NYLOPLAST OUTLET CONTROL STRUCTURE NO SCALE 8" HDPE PIPE STR. #103 8" DOMED GRATE RIM = 849.50 STR. #102 12" DOMED GRATE RIM = 850.71 12" HDPE PIPE TOP OF BANK ELEV. = 852.50 18" DEPTH RIP-RAP ON GEOTEXTILE FABRIC COMPACTED SUBGRADE ELEV. = 852.00 ELEV. = 852.50 6" HDPE CONTROL PIPE 6" HDPE CONTROL PIPE EXTEND RIPRAP 36" DOWN ALONG BOTH SIDE OF THE BANK FOR THE LENGTH OF THE CHANNEL ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACOVERFLOW WEIR ELEV. = 852.00 NORMAL POOL ELEV. = 849.50 SAFETY LEDGE ELEV. = 848.50 CARMEL RESUBMITTAL 15-MAY-2019 WACBOTTOM OF POND ELEV. = 846.40 AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks 830 835 840 845 850 855 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 OUTLET CONTROL STRUCTURE - NORMAL POOL OUTLET CONTROL STRUCTURE - 10 YEAR SAFETY LEDGE BOTTOM OF POND 845 850 855 860 845 850 855 860 -0+50 0+00 0+50 1+00 1+50 2+00 STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 100 101 102 103 104 200 201 300 301 STRUCTURE TYPE ??? 12" NYLOPLAST DRAIN BASIN 12" NYLOPLAST DRAIN BASIN 12" NYLOPLAST DRAIN BASIN INLET TYPE A ??? 12" NYLOPLAST DRAIN BASIN ??? ??? TOP OF CASTING 833.13 837.18 845.98 850.71 849.50 851.65 855.75 851.13 852.63 CASTING TYPE ??? SOLID OPEN GRATE OPEN OPEN ??? OPEN GRATE ??? ??? INVERT INV IN = 832.00(NE) INV IN = 834.12(NE) INV OUT = 832.48(SW) INV IN = 842.46(NE) INV OUT = 842.36(SW) INV IN = 844.70(NE) INV OUT = 844.60(SW) INV OUT = 844.80(SW) INV IN = 850.00(SE) INV IN = 853.00(SE) INV IN = 853.00(NE) INV OUT = 852.47(NW) INV IN = 850.00(E) INV OUT = 851.50(W) STORM SEWER PIPE DATA TABLE DOWNSTREAM STRUCTURE 101 102 103 104 201 201 301 UPSTREAM STRUCTURE 201 100 101 102 103 200 300 SIZE 6" 12" 12" 12" 8" 8" 18" 12" MATERIAL HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE LENGTH 2' 12' 27' 86' 6' 2' 81' 55' SLOPE 0.00% 4.00% 31.04% 2.49% 1.63% 0.00% 3.06% 2.71% END SECTION END SECTION N/A NOTE * DRAIN CASTINGS MUST BE STAMPED WITH THE WORDS "NO DUMPING DRAINS TOWATERWAY" OR SIMILAR LANGUAGE FLAT GRATE DOMED GRATE FLAT GRATE (WITH 24" SUMP) N/A N/A DOMED GRATE FLAT GRATE UPSTREAM DOWNSTREAM END SECTION END SECTION N/A N/A N/A N/A REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032DRAINAGE DETAILSOF 13 9.0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Brady Kuhn, RLS #2050007 September 03, 2017 STORM SEWER DATA TABLES POND OUTLET PROFILE SCALE: HORZ. 1" = 20' - 0" VERT. 1" = 2' - 0" DRIVE AND GUTTER DRAIN PROFILE SCALE: HORZ. 1" = 20' - 0" VERT. 1" = 2' - 0" SWALE DETAIL NO SCALE 24" SUMP ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WACCLAY CREEK DETENTION POND 6" CORRUGATED SINGLE WALL PERFORATED HDPEDRAIN ADS SINGLE WALL HIGH DENSITY CORRUGATED HDPE HAVING ANNULAR INTERIOR AND EXTERIOR CORRUGATIONS. PIPE SHALL MEET ASTM F667.AMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032ESCP DETAILSOF 13 10.0ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK SEDIMENTATION/SILT FENCE MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE SILT FENCE POST TO JOIN TO ENDS OF TWO FENCES. EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 6' MAX. SPACING EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION 8"8"8"X4" TRENCH TO BE BACKFILLED AND COMPACTED POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. LOAD SLOPE LESS THAN 2% 2 TO 5% 5 TO 10% 10 TO 20% MORE THAN 20% MAX. DISTANCE ABOVE FENCE 100 FT. 75 FT. 50 FT. 25 FT. 15 FT. WITHOUT WIRE SUPPORT WITH WIRE SUPPORT (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) 10 MIL. PLASTIC LINING STRAW BALE (TYP) SECTION LINE STRAW BALE (TYP) BINDING WIRE WOOD OR METAL STAKES (TYP) - 2 PER BALE NATIVE MATERIAL (OPTIONAL) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)4"WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES CONCRETE WASHOUT WOOD POST 3"x3"x8' BLACK LETTER 6" HEIGHT 3/8" TREATED PLYWOOD 48"x24" PAINTED WHITE 0.5" LAG SCREWS INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6. 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). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. 3' 3'PLAN 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. SECTION CONCRETE WASHOUT ALTERNATE CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT. MAINTENANCE 1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. 2. 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 AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT. 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. 6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED. TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD 150' (MIN.) RIPRAP END-SECTION PROTECTION DRAIN PIPE WITH FLAIRED END SECTION DEPTH OF RIP-RAP AS INDICATED ON PLAN 18" MINIMUM AW= FEETGEOTEXTILE FABRIC OR WELL GRADED AGGREGATE AT= FEET AL= APRON LENGTH AT= APRON THICKNESS AW= APRON WIDTH STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE EROSION AND UNDERCUTTING OF THE PIPE ENERGY DISSIPATER (OUTLET PROTECTION) 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL. 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE 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 GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. _ CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. _ CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL AT=1.5' X D50 15" OR LESS, 1.2' X D50 15" OR LARGER STONE. PIPE SIZE (D50) (NO SCALE) AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH 8 IN. 12 IN. 18 IN. 24 IN. 30 IN. 36 IN. 14 IN. 12 IN. 10 IN. 8 IN. 5 IN. 3 IN. 2 TO 3 FEET 3 TO 4 FEET 4 TO 6 FEET 6 TO 8 FEET 8 TO 10 FEET 10 TO 12 FEET 16 TO 32 FEET 14 TO 28 FEET 12 TO 22 FEET 8 TO 18 FEET 6 TO 12 FEET 5 TO 7 FEET SIDE AL= FEET DITCH BED PLAN AL= FEET RIP-RAP DIA.DIA. DIA.TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS 42 IN. 16 IN. 12 TO 14 FEET 18 TO 36 FEET _ I TEMPORARY SEED SEED SPECIES 1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES 2 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, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST 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 THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30.PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. _ CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. _ CHECK FOR EROSION OR MOVEMENT OF MULCH. _ REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. _ IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. _ IF VEGETATION 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 FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. _ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALFIN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD 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 SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PERENNIAL RYEGRASS - WHITE CLOVER 70 LBS. 2 LBS. 5.6 TO 7.0 2. PERENNIAL RYEGRASS - TALL FESCUE 70 LBS. 50 LBS. 5.6 TO 7.0 3. TALL FESCUE - WHITE CLOVER 70 LBS. 2 LBS. 5.5 TO 7.5 STEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED) 1. SMOOTH BROME GRASS - RED CLOVER 35 LBS. 20 LBS. 2. TALL FESCUE - WHITE CLOVER 50 LBS. 2 LBS. 3. TALL FESCUE - RED CLOVER 50 LBS. 20 LBS. 4. ORCHARD GRASS - RED CLOVER - WHITE CLOVER 30 LBS. 20 LBS. 2 LBS. 5.6 TO 7.0 5. CROWNVETCH - TALL FESCUE 12 LBS. 30 LBS. LAWNS AND HIGH-MAINTENANCE AREAS 1. BLUEGRASS 2. PERENNIAL RYEGRASS (TURF TYPE) 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. CHANNELS AND AREAS OF CONCENTRATED FLOW 1. PERENNIAL RYEGRASS - WHITE 2. KENTUCKY BLUEGRASS - SMOOTH BROMEGRASS - SWITCHGRASS - TIMOTHY - PERENNIAL RYEGRASS - WHITE CLOVER 20 LBS. 10 LBS. 3 LBS. 4 LBS. 10 LBS. 2 LBS. 3. TALL FESCUE - WHITE CLOVER 150 LBS. 2 LBS. 4. TALL FESCUE - PERENNIAL RYEGRASS - KENTUCKY BLUEGRASS 5.5 TO 7.5 5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 5.6 TO 7.0 140 LBS. 5.5 TO 7.0 60 LBS. 90 LBS. 5.6 TO 7.0 5.6 TO 7.5 150 LBS. 2 LBS. 5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 150 LBS. 20 LBS. 20 LBS. PERMANENT SEED OPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S COVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S. 3. ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's. 2"-5" (5 CM-12.5CM) 12" (30 CM)6" (15 CM)6" (15 CM) SLOPE INSTALLATION (NO SCALE) EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-720-2040 www.nagreen.com EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. 1 1/2 STAPLE PER SQ. YD. 2 STAPLE PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED SLOPE GRADIENT CHANNEL LININGSLOPE LENGTH IN FEET300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. TABLE 1. TEMPORARY SEEDING SPECIFICATIONS Brady Kuhn, RLS #2050007 September 03, 2017ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WACAMENDMENT ISSUED FOR CONSTRUCTION 14-JUN-2019 WAC07/01/19 Mike Sheeks