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Home My WebLink AboutPacket for HO 06-24-24PAGANELLI LAW GROUP ATTORNEYS AT LAW Two Meridian Plaza 10401 N. Meridian Street, Suite 450 Indianapolis, Indiana 46290 Voice: 317.550.1855 Fax: 317.915.5886 www.paganelligroup.com Lucas Living Trust Proposed Private Ball Field PZ-2024-00082 Lucas Living Trust Private Ball Field Proposal PAGANELLI LAW GROUP ATTORNEYS AT LAW Two Meridian Plaza 10401 N. Meridian Street, Suite 450 Indianapolis, Indiana 46290 Voice: 317.550.1855 Fax: 317.915.5886 www.paganelligroup.com June 14, 2024 City of Carmel Board of Zoning Appeals One Civic Square Carmel, IN 46032 Re: Lucas Private Baseball Field, Special Use (PZ-2024-00082 SU) Dear Hearing Examiner: Lucas Family Living Trust is seeking a special use to be granted to install a private baseball field on an existing open field at the Lucas Estate. The ballfield will be used for members of the Lucas Family to practice and play baseball. Occasionally, family members’ baseball teams will use the field for practices, but field will not be used for games or tournaments. The Lucas Family has taken great care to make sure their neighbors are not disturbed. The infield will be substantially set back from neighbors and the street, so it will create minimal disturbance to the neighbors. A line of trees will be planted to further screen the field. There will be no lighting, scoreboard or sound system, further preventing disturbance to the neighbors. The Lucas Family anticipates that there will be approximately 20 players at any practice or scrimmage, with perhaps ten additional parents and coaches present. It is anticipated that the field will be used for practices and scrimmages from approximately 5:00 pm until dusk weeknights and also intermittently on weekends. The baseball field will also be attractive and not affect the neighbors’ aesthetics. The baseball field will feature a netted backstop with black poles. It will feature roofed dugouts. The outfield will be natural grass and the infield will be permeable artificial turf. Ample parking and comfort facilities will be available for those using the fields. It’s not anticipated that the field will be used at the same time as other events at the Lucas Estate, so it’s not anticipated that there will be any material increase in traffic and there is more than enough parking currently. The field is simply intended for private recreation, no different that the nearby tennis court, basketball courts, and other sports fields. It’s just a quiet place to play the game. November 13, 2017 Page 2 of 2 Thank you in advance for your consideration. /s/ Michael A. Lang Michael A. Lang PAGANELLI LAW GROUP ATTORNEYS AT LAW Two Meridian Plaza 10401 N. Meridian Street, Suite 450 Indianapolis, Indiana 46290 Voice: 317.550.1855 Fax: 317.915.5886 www.paganelligroup.com Lucas Living Trust Proposed Private Ball Field PZ-2024-00082 Description of Request Petitioner requests approval to install a private recreational facility, namely, a baseball field with an artificial, but permeable, surface for the infield, netted backstop and dugouts for the private use of the Petitioner and Petitioner’s family and guests, and, in any event, without any monetary remuneration. Statement of Support The proposed baseball field is intended for the members of the Lucas family to play baseball. From time-to-time, the Lucas family may allow those family members’ baseball teams to have practices at the field. The baseball field is intended to be a place where family members can informally gather to play a game they love. The field will be substantially setback and screened from neighbors and the road. Additionally, the baseball field will not feature lights or a public address or similar loudspeaker system. PAGANELLI LAW GROUP ATTORNEYS AT LAW Two Meridian Plaza 10401 N. Meridian Street, Suite 450 Indianapolis, Indiana 46290 Voice: 317.550.1855 Fax: 317.915.5886 www.paganelligroup.com Lucas Living Trust Proposed Private Ball Field PZ-2024-00082 Location Map Page 1 of 3 Filename: special use handout 2024 Revised 12-18-23 FINDINGS OF FACT - SPECIAL USE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: PZ-2024-00082 Petitioner: Lucas Living Trust 1.The premises in question is particularly physically suitable for the proposed Special Use because: The premises already features a large open field allowing the baseball field to be a healthy distance from the neighbors. Additionally, planned and existing landscaping will substantially screen the premises from the neighbors. Currently, the premises has substantial parking, restrooms, and other convenience facilities that can be used. Finally, the baseball field is consistent with the character of the area, as many of the homes are on large lots and have private recreation facilities, such as tennis courts and baseball fields. 2.The Special Use will not injuriously or adversely affect economic factors, such as cost/benefit to the community and its anticipated effect on surrounding property values because: The baseball field will be setback by at least 100 feet from adjacent properties and will not intensify use of the premises. Additionally, the baseball field will be used by small groups of people and will require very little in the way of community services. Additionally, neighborhood values are not expected to decline as many neighbors have private recreation facilities such as baseball fields and tennis courts, making this use consistent with the community. 3.The Special Use will be consistent with social/neighborhood factors, such as compatibility with existing uses and those permitted under current zoning in the vicinity of the premises under consideration and how the proposed Special Use will affect neighborhood integrity because: The baseball field is consistent and compatible with neighboring properties in that several neighbors have large private recreation facilities such as baseball fields, tennis courts, and similar private facilities. Additionally, the baseball field will be set back at least 100 feet from neighboring properties and will be screened with attractive landscaping to cut down on any noise. Additionally, the baseball field will be in an open field in a large estate that has dedicated access from Ditch Road, which is separate from neighbors, limiting any neighbor’s interaction with guests using the baseball field. 4.The Special Use will not injuriously or adversely affect the adequacy and availability of water, sewage and storm drainage facilities and police and fire protection because: The baseball field is mainly grassy area so the existing storm drainage will be minimally impacted. For those areas that have a storm water impact, Petitioner has engaged a civil engineering firm to ensure an appropriate storm water design. Additionally, no new water or sewage facilities will be added, and the existing facilities will be used at off-peak hours, further preventing strain on existing systems. Additionally, any groups using water and sewage facilities will be limited in nature. The site will not be using irrigation. 5.The Special Use will not adversely affect vehicular and pedestrian traffic in and around the premises upon which the Special Use is proposed because: The baseball field will be situated far off Ditch Road and there is ample parking, which will prevent vehicles from stacking into Ditch Road. Also, the baseball field will be used by a limited number of non-family member guests for short periods of time. The free flow of pedestrian and vehicular traffic off Ditch Road will remain unaffected. Page 2 of 3 Filename: special use handout 2024 Revised 12-18-23 DECISION Yes No: The Board has reviewed the requirements of Article 9 of the Unified Development Ordinance as they relate to this Special Use, and does not find that those criteria prevent the granting of the Special Use. It is therefore the decision of the Carmel Board of Zoning Appeals that Special Use Docket No. is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this day of , 20 . CHAIRPERSON, Carmel Board of Zoning Appeals SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed in the Letter of Grant. DITCH ROAD116th ST.DITCH RD.NO SCALE HAMILTON COUNTY PROJECT LOCATION PROJECT LOCATION LOCATION MAP AREA MAP CITY OF CARMEL STANDARD NOTES DESIGN DATA EXISTING ZONING S1 DISTRICT ZONING OVERLAY W 116TH ST OVERLAY TOTAL ACREAGE 38.68 ACRES BUILDING AREA (TOTAL PROPERTY) 4.95 ACRES BUILDING COVER RATIO (TOTAL PROPERTY) 13% PROJECT AREA (DISTURBED AREA) 4.29 ACERS PROJECT AREA IMPERVIOUS COVER 560.00 SQUARE FEET IMPERVIOUS COVER RATIO 0.30% W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 BILL HOHLT TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 SAM CLARK TEL: 317/776-8495 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 TRICO REGIONAL SEWER UTILITY 7236 MAYFLOWER PARK DR. ZIONSVILLE, IN 46077 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 TEL: 317/776-5352 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168 OPERATING AUTHORITIESGENERAL NOTES CONSTRUCTION PLANS FOR PRIVATE BALLFIELD 11303 DITCH ROAD CARMEL, IN 46032 LAND DESCRIPTION BENCH TIE SET +1' ABOVE GRADE IN THE EAST SIDE OF A UTILITY POLE ON THE WEST SIDE OF DITCH ROAD. SAIDS UTILITY POLES FALLS +34' WEST OF THE CENTERLINE OF DITCH ROAD AND +110' SOUTH OF THE CENTERLINE OF PICKWICK LANE ELEV. 864.56' (NAVD 88) BENCHMARK INFORMATION PLANS PREPARED FOR PRIVATE BALLFIELD 11303 DITCH ROAD CARMEL, IN 46032 TELEPHONE: (317) 514-7383 CONTACT PERSON: PETE CLEMENS EMAIL: PCLEMENS@LUCASOIL.COM W230487-C001 titleC001TITLE SHEETW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: BILL SCHMIDT EMAIL: SCHMIDTB@WEIHE.NET 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2.THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. 3.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE OWNER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 4.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 5.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 6.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 1.THESE PLANS ARE BASED ON A SURVEY PREPARED BY WEIHE ENGINEERS DATED 04/04/2024. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE IMPROVEMENTS EXIST AS SHOWN ON THE SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE OWNER CONSTRUCTION MANAGER AND THE ENGINEER OF ANY DEVIATIONS OR OMISSIONS THAT MAY EFFECT THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 4.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 6.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 7.EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 9.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10.ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0208G, DATED 11/19/2014. 12.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 13.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE;INDIANA, NATIONAL WETLANDS INVENTORY MAP. 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 SPRING MILL RD.106th ST. 116th ST. 106th ST. 131st ST. 146th ST. 141st ST. 96th ST.TOWNE RD.SPRING MILL RD.DITCH RD.I-465 I-465US-421US 31Sheet List Table Sheet Number Sheet Title C001 TITLE SHEET C002 GENERAL NOTES C101 STORMWATER POLLUTION PREVENTION PLAN PHASE I C102 STORMWATER POLLUTION PREVENTION PLAN PHASE II C103 STORMWATER POLLUTION PREVENTION PLAN SPECS. C104 STORMWATER POLLUTION PREVENTION PLAN DETAILS C105 STORMWATER POLLUTION PREVENTION PLAN DETAILS C200 SITE PLAN C201 SITE PLAN DETAILS C300 GRADING PLAN C600 DRAINAGE PLAN C602 DRAINAGE PLAN DETAILS L100 LANDSCAPE PLAN L101 LANDSCAPE PLAN DETAILS -NOTE- BALLFIELD WILL BE USED FOR PRIVATE RECREATIONAL USE ONLY NO SCALE W S N E NO SCALE W S N E EROSION CONTROL GENERAL NOTES 1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT 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. SITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 9.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO 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 THE ENGINEER IMMEDIATELY. 10.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. 11.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 12.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. GRADING GENERAL NOTES 1.CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.TOPSOIL SHALL BE STRIPPED TO ACHIEVE PROPOSED GRADES AND SUBBASE REQUIRED FOR ARTIFICIAL TURN INFIELD CONSTRUCTION. TOPSOIL SHALL BE STOCKPILED AND REUSED TO ACHIEVE TURF LAWN GRADES. 4.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 ARTIFICIAL TURF AREA WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5.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. 6.WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7.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 ARTIFICIAL TURF SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557 OR AS REQUIRED BUT TURF MANUFACTURER. 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. 8.MAXIMUM LAWN SLOPE IS 3:1. 9.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. 10.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. 11.ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12.COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13.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. 14.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16.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. 17.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY 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. 18.ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19.VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) 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 AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. DRAINAGE & UTILITY GENERAL NOTES 1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. ALSO USE THE IDEM STORM WATER QUALITY MANUAL FOR ADDITIONAL GUIDANCE FOR ONSITE BMP'S AND GENERAL SWPPP PRACTICES. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4.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. 5.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. 6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 11.CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 16.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 17.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 18.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 19.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 20.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 21.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 22.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL. 23.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH STORAGE PIPES. 24.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 25.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION.W230487-C002 gen notesC002GENERAL NOTESW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032EROSION 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 7 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 "CONSTRUCTION STORMWATER GENERAL PERMIT" (327 IAC, 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.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO MAINTAIN THE SWPPP INFORMATION SIGN UNTIL SUCH TIME THAT THE SITE IS READY FOR THE IDEM NOTICE OF TERMINATION. INSTALL 4" PVC TUBE WITH END CAPS ATTACHED TO THE SWPPP INFORMATION SIGN TO CONTAIN APPROVED SWPPP DRAWINGS AND PERMITS FOR INPSECTORS. 11.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 12.PORTABLE TOILETS MUST BE ANCHORED AND LOCATED A MINIMUM OF 50' FROM ANY STORM DRAIN. 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENT 30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD DDDDDDDDEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EG G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGOHUDITCH ROADSFS F SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDDDDDDDDDDDDDDDDDDDDD D D DD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD DDDDDDDDSF SF SF SFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFD DDE E D DDSFSF10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - CONSTRUCTION ENTRANCE - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - CONCRETE WASHOUT - STOCKPILE AREA (TEMPORARY SEEDING REQUIRED) - SILT FENCE - TREE PROTECTION - LIMITS OF DISTURBANCE IP SF D CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC W230487-C101 swppp1C101STORMWATER POLLUTION PREVENTION PLAN PHASE IW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A)FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFOFO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER EXISTING AREAS DISTURBED = 4.29 AC. PERVIOUS = 4.28 AC. IMPERVIOUS = 560 S.F. EEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EG G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGOHUDITCH ROADSTMSTMSTMSTMSTMSTM 20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENT 30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD DDDDDDDDSTM SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF S F SFSFSFSFSF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDDDDDDDDDDDDDDDDDDDDD D D DD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD DDDDDDDDSF SF SF SFSFSFSFSFSF SFSFSFSFSFSFSFSFSF SFLIMIT OF ARTIFICIAL TURF INFIELD LANDSCAPE PLANTING AREA SEE LANDSCAPE PLAN LANDSCAPE PLANTING AREA SEE LANDSCAPE PLAN LANDSCAPE PLANTING AREA SEE LANDSCAPE PLAN E E D DD6" SSD 0% SLOPE DAYLIGHT AT 848.50DDDSFSF-WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. SWPPP PHASE 2 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY (DANDY SAC) - PERMANENT SEEDING SEE LANDSCAPE PLAN - EROSION CONTROL BLANKET - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - SILT FENCE - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) - RIPRAP, REFER TO DETAIL SHEET C105 FOR SIZING - SITE DISCHARGE POINT - ROCK CHECK DAM IP SF * D W230487-C102 swppp2C102STORMWATER POLLUTION PREVENTION PLAN PHASE IIW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024 WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATE BYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 * CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A)E(A) E E E C C C C(A)C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A)FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFOFO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER ** EXISTING AREAS DISTURBED = 4.29 AC. PERVIOUS = 4.28 AC. IMPERVIOUS = 560 S.F. CD CD SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SECTION 1 EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 317-571-2600 CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406 CITY OF CARMEL ENGINEERING 317-571-2441 SEASONAL SOIL PROTECTION CHART NO SCALE B A B C D E F G ** PERMANENT SEEDING SODDING MULCHING METHOD STABILIZATION SOIL SEEDING DORMANT SEEDING TEMPORARY A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. */I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES. PROJECT LOCATION SOIL MAP CONSTRUCTION PLAN - GENERAL PLAN COMPONENTS (SECTION A) A1 - INDEX OF THE LOCATION OF REQUIRED PLAN ELEMENTS IN THE CONSTRUCTION PLAN: SEE BELOW. A2 - A VICINITY MAP DEPICTING THE PROJECT SITE LOCATION IN RELATIONSHIP TO RECOGNIZABLE LOCAL LANDMARKS, TOWNS, AND MAJOR ROADS: SEE BOTTOM OF THIS PAGE. A3 - NARRATIVE OF THE NATURE AND PURPOSE OF THE PROJECT: TO CONSTRUCT A BASEBALL DIAMOND AND DUGOUTS FOR PRIVATE ENJOYMENT. PROJECT WILL INCLUDE ALL NECESARY EARTHWORK, STORMWATER MANAGEMENT INFRASTRUCTURE AND LANDSCAPING/SCREENING PER CITY OF CARMEL STANDARDS. A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: LAT: 39.953278, LONG: -86.181786 A5 - LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C100 A6 - 11 X 17-INCH PLAT SHOWING BUILDING LOT NUMBERS/BOUNDARIES AND ROAD LAYOUT/NAMES: A7 - BOUNDARIES OF THE ONE HUNDRED (100) YEAR FLOODPLAINS, FLOODWAY FRINGES, AND FLOODWAYS: NOT APPLICABLE A8 - LAND USE OF ALL ADJACENT PROPERTIES: NORTH: SINGLE FAMILY RESIDENCE, SOUTH: SINGLE FAMILY RESIDENCE, EAST: SINGLE FAMILY RESIDENCE, WEST: SINGLE FAMILY RESIDENCE. A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: NO REPORT IS NOTED AS OF 5/24/2022 ON WMP AND TMDL REPORTS SEARCH TOOL. A10 - NAME(S) OF THE RECEIVING WATER(S): WILLIAMS CREEK; 051202011004 A11 - IDENTIFICATION OF DISCHARGES TO A WATER ON THE CURRENT 303(D) LIST OF IMPAIRED WATERS AND THE POLLUTANT(S) FOR WHICH IT IS IMPAIRED: NOT APPLICABLE, NOT LISTED A12 - SOILS MAP OF THE PREDOMINATE SOIL TYPES: SEE BOTTOM OF THIS PAGE. A13 - IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS, LAKES, AND WATER COURSES ON OR ADJACENT TO THE PROJECT SITE (CONSTRUCTION PLAN, EXISTING SITE LAYOUT): NO WETLANDS, LAKES ARE ADJACENT OT THE PROJECT SITE. A14 - IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER QUALITY PERMITS OR AUTHORIZATIONS THAT ARE REQUIRED FOR CONSTRUCTION ACTIVITIES: NOT APPLICABLE. A15 - IDENTIFICATION AND DELINEATION OF EXISTING COVER, INCLUDING NATURAL BUFFERS: EXISTING COVER CONSISTS OF GRASSY OPEN FIELDS AND IMPERVIOUS SURFACES CHARACTERISTIC OF RESIDENTIAL DEVELOPMENT. A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE SHEET C101 FOR EXISTING TOPOGRAPHY. A17- LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: NOT APPLICABLE. A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: SEE SHEET C101 FOR EXISTING TOPOGRAPHY. RUNOFF EXITS NORTHEAST VIA EXISTING SWALE. A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE SHEET C101 FOR EXISTING CONDITIONS. A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER MANAGEMENT: NOT APPLICABLE. A21 - LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUND WATER, SUCH AS ABANDONED WELLS, SINKHOLES, OR KARST FEATURES: NOT APPLICABLE. A22 - SIZE OF THE PROJECT AREA EXPRESSED IN ACRES: 3.240 AC A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: 4.478 AC A24 - PROPOSED FINAL TOPOGRAPHY: SEE SHEET C300 GRADING PLAN SHEETS. A25 - LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS: SEE SHEETS C101 FOR LIMITS OF DISTURBANCE. A26 - LOCATIONS, SIZE, AND DIMENSIONS OF ALL STORMWATER DRAINAGE SYSTEM SUCH AS CULVERTS, STORMWATER SEWER, AND CONVEYANCE CHANNELS: SEE SHEETS C600-C602 FOR LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER DRAINAGE SYSTEMS. A27 - LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER AND NON-STORMWATER DISCHARGES WILL LEAVE THE PROJECT SITE: SEE SHEET C101 SWPPP AND SHEET C300 GRADING PLAN FOR FINAL DISCHARGE POINT EAST OF PROJECT. A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND COMMON AREAS: SEE CIVIL PLANS C300 SHEET FOR PROPOSED SITE IMPROVEMENTS, WHICH INCLUDE A BASEBALL DIAMOND, DUGOUTS, STORMWATER INFASTRUCTURE AND LANDSCAPING/SCREENING. A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS: SEE SHEET C101 FOR LOCATION OF SOIL STOCKPILES (ONSITE) A30 - CONSTRUCTION SUPPORT ACTIVITIES THAT ARE EXPECTED TO BE PART OF THE PROJECT: NOT APPLICABLE. A31 - LOCATION OF ANY IN-STREAM ACTIVITIES THAT ARE PLANNED FOR THE PROJECT INCLUDING, BUT NOT LIMITED TO, STREAM CROSSINGS AND PUMP AROUNDS: NOT APPLICABLE. STORMWATER POLLUTION PREVENTION - CONSTRUCTION COMPONENT (SECTION B) B1 - DESCRIPTION OF THE POTENTIAL POLLUTANT GENERATING SOURCES AND POLLUTANTS, INCLUDING ALL POTENTIAL NON-STORMWATER DISCHARGES: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. B2 - STABLE CONSTRUCTION ENTRANCE LOCATIONS AND SPECIFICATIONS: SEE SHEET C101 FOR CONSTRUCTION ENTRANCE, WHICH IS LOCATED AT THE PROPOSED NORTH ENTRANCE. DETAIL IS LOCATED ON SHEET C103. B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE THIS SHEET IS A SEASONAL SOIL PROTECTION CHART FOR CONTRACTOR GUIDELINES ON SOIL STABILIZATION METHODS. B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: UPON FINAL GRADING, CONTRACTOR TO INSTALL EROSION CONTROL BLANKET, RIPRAP AND SEEDING PER PLAN SHEET C102 AND DETAILS ON SHEETS C103-C105. B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: UPON FINAL GRADING, CONTRACTOR TO APPLY SEEDING AT SPECIFIED RATES PER C102 AND LANDSCAPE PLAN B6 - RUN-OFF CONTROL MEASURES: RUN-OFF WILL BE COLLECTED AND ROUTED NORTHEAST OF PROJECT SITE ALONG AN EXISTING SWALE INTO A PROPOSED DRY POND WHERE IT WILL BE RELEASED. B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: STORMWATER FOLLOWS EXISTING DRAINAGE PATTERN AND OUTLETS TO A SWALE AT THE NORTH EAST OF SITE. RIPRAP AND EROSION CONTROL BLANKET AS SPECIFIED ON SHEET C105 MUST BE INSTALLED AFTER FINAL GRADING AND STRUCTURE INSTALLATION. B8 - GRADE STABILIZATION STRUCTURE LOCATIONS AND SPECIFICATIONS: NOT APPLICABLE. B9 - DEWATERING APPLICATIONS AND MANAGEMENT METHODS: IN THE EVENT THAT DEWATERING IS REQUIRED ON SITE, PROVIDE SEDIMENT AND OIL CONTAINMENT WITH THE USE OF THE ULTRA DEWATERING BAG, PART #9724-O/S AS PROVIDED BY ULTRATECH INTERNATIONAL, INC. AND SUPPLIED BY D2 LAND & WATER RESOURCES. REFER TO MANUFACTURER SPECIFICATIONS FOR ALTERNATE SIZES OF BAGS IF NEEDED. ALTERNATE EQUAL MEASURES OF CONTAINMENT MAY BE APPROVED BY THE ENGINEER OR EROSION CONTACT PERSON IF ANOTHER PRODUCT OR METHOD OF CONTAINMENT IS DESIRED. B10 - MEASURES UTILIZED FOR WORK WITHIN WATERBODIES: NOT APPLICABLE. B11 - MAINTENANCE GUIDELINES FOR EACH PROPOSED STORMWATER QUALITY MEASURE: INSPECT ALL EROSION CONTROL AND STORMWATER QUALITY MEASURES WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. REPAIR/REPLACE ANY COMPROMISED OR FAILED MEASURE AS REQUIRED. MORE SPECIFIC GUIDELINES ARE INCLUDED ON INDIVIDUAL DETAILS AND BELOW. B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND DISTURBANCE: 1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 2.CONSTRUCTION ENTRANCE - INSTALL CONSTRUCTION ENTRANCE OFF PRIVATE DRIVEWAY SEE SHEET C101 FOR LOCATION AND SHEET C104 FOR DETAIL. 3.INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. 4.EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. 5. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION 6.UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. 7.FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. 8.PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. 9.CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. 10. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING. B13 - PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS REGULATED UNDER THE PROPOSED PROJECT: NOT APPLICABLE. B14 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS. A CONCRETE WASHOUT AREA HAS BEEN DESIGNATED OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT. IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE.. CONTACT INFORMATION FOR STATE AND LOCAL EMERGENCY SPILL RESPONSE IS INCLUDED ON THIS SHEET, TOP MIDDLE OF PAGE. B15 - MATERIAL HANDLING AND STORAGE PROCEDURES ASSOCIATED WITH CONSTRUCTION ACTIVITY: APPROPRIATE MEASURES MUST BE IMPLEMENTED TO MANAGE WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, CONCRETE OR CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS, AND OTHER SUBSTANCES. WASTES AND UNUSED BUILDING MATERIALS MUST BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE STATUTES AND REGULATIONS. PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES, AND SPILL PREVENTION AND CLEAN-UP MEASURES MUST BE IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR DEGRADE SOIL QUALITY. CONCRETE WASHOUT AREA IS LOCATED ON SHEET C100. WASH WATER MUST BE DIRECTED INTO LEAK-PROOF CONTAINERS OR LEAK-PROOF CONTAINMENT AREAS WHICH ARE LOCATED AND DESIGNED TO DIVERT STORMWATER RUN-OFF TO PREVENT THE DISCHARGE AND/OR OVERFLOW OF THE WASH WATER. STORMWATER POLLUTION PREVENTION - POST-CONSTRUCTION COMPONENT (SECTION C) C1 - DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: POTENTIAL POLLUTANTS FROM POST-CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED. C2 - DESCRIPTION OF PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: THE ONSITE STORMWATER WILL BE CONVEYED BY SURFACE DRAINAGE AND AN UNDERGROUND PIPE SYSTEM THEN INTO DRY POND. THE STORM WATER IS THEN RELEASED FROM SITE THROUGH A REINFORCED CONTRETE PIPE NORTHEAST INTO AN EXISTING SWALE.. C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE GRADING PLAN C300 C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: THE DRY POND AND DRAIN SYSTEM WILL BE INSTALLED. AFTER FINAL GRADING, RIPRAP, EROSION CONTROL BLANKET WILL BE INSTALLED TO MAINTAIN GRADES WHILE GRASS IS ESTABLISHED. C5 - MAINTENANCE GUIDELINES FOR PROPOSED POST-CONSTRUCTION STORMWATER MEASURES: NOT APPLICABLE. C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES: NOT APPLICABLE. W S N E W230487-C103 swppp specsC103STORMWATER POLLUTION PREVENTION PLAN SPECS.W23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. YcIA CROSBY SILT LOAM, 0 TO 2 PERCENT SLOPES THIS IS A SOMEWHAT POORLY DRAINED SOIL AND HAS A SEASONAL HIGH WATERTABLE AT 0.5 TO 2.0 FT. AND IS ON RISES ON UPLANDS. SLOPES ARE 0 TO 2 PERCENT. THE NATIVE VEGETATION IS HARDWOODS. THE SURFACE LAYER IS SILT LOAM AND HAS MODERATELY LOW OR MODERATE ORGANIC MATTER CONTENT (1.0 TO 3.0 PERCENT). PERMEABILITY IS VERY SLOW (< 0.06 IN/HR) IN THE MOST RESTRICTIVE LAYER ABOVE 60 INCHES. AVAILABLE WATER CAPACITY IS MODERATE (6.2 INCHES IN THE UPPER 60 INCHES). THE PH OF THE SURFACE LAYER IN NON-LIMED AREAS IS 5.1 TO 6.0. DROUGHTINESS AND WETNESS ARE MANAGEMENT CONCERNS FOR CROP PRODUCTION. THIS SOIL RESPONDS WELL TO TILE DRAINAGE. YmsB2 URBAN LAND: MIAMI COMPLEX, 6 TO 12 PERCENT SLOPES THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARE LOW STRENGTH, MODERATE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SOMEWHAT LIMITATIONS FOR BUILDING SITES. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF LOW STRENGTH, SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION AND SHRINK-SWELL. INSTALLATION OF DRAINAGE DITCHES ALONG ROADS HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL. 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER14528 S. Outer 40 Road, Suite 444Chesterfield, Missouri 63017weihe.netBuild with confidence.SMENGINEERS314 | 343 - 2211800 | 452 - 6408WEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 116th ST. 106th ST. 131st ST.TOWNE RD.SPRING MILL RD.US 31DITCH RD.AREA MAP PROJECT LOCATION 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 INSTALLATION 1.REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2.GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3.INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4.IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5.PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6.TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53). 7.WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE _ INSPECT DAILY. _ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. _ TOP-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 SEDIMENT TRAP OR BASIN. REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL. WIDTH: (A) - 12' MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT DRIVE, WHICHEVER IS GREATER. 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 BALENATIVE MATERIAL (OPTIONAL) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES" 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 APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 10.USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. HIGH VISABILTIY PLASTIC MESH FENCE COIR LOG (FIBER ROLL) ROCK HORSE SHOE CHECK DAM 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 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. (NO SCALE) TREE PRESERVATION DETAIL BARRIERS THAT EXTEND BEYOND THE DRIPLINE PROTECT TREES DURING CONSTRUCTION. EX. GRADE FENCE POST HIGH VISABILTIY PLASTIC MESH FENCE WATER DRIP-LINE EX. TREE (DRIP-LINE) PROP. FENCE POST TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD WITHOUT WIRE SUPPORT WITH WIRE SUPPORT SMALL SITES - LESS THAN TWO ACRES (NO SCALE) GEOTEXTILE FABRIC UNDERLINER #2 STONE AGGREGATE PUBLI C R O A D #53 ST O N E A G G R E G A T E ( O P T I O N A L ) 2"-3"(MIN.) (OPTIONAL) (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND 6" (MIN.) NOTE: AVOIDING DAMAGE DURING CONSTRUCTION THE SUREST WAY TO PROTECT TREES THAT ARE TO BE SAVED IS TO: 1.WORK WITH THE BUILDER TO LOCATE AND MARK WITH FLAGGING AND/OR SIGNS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL. 2.WORK WITH THE UTILITY CONTRACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES. 3.ERECT PHYSICAL BARRIERS AROUND ALL "SAVED" TREES OR, BETTER YET, AROUND GROUPS OF TREES, NEAR THE CONSTRUCTION ACTIVITY. 4.EXTEND BARRIERS AS FAR AS POSSIBLE BEYOND DRIPLINE. ALTERNATE CONTRACTOR MAY USE A LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT. NOTE: DUMPSTER IS TO BE USED FOR CONCRETE WASHOUT ONLY. NO CONSTRUCTION WASTE OR DEBRIS SHALL BE ALLOWED TO PREVENT TEARING OF THE LINER. TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS AUG. 1 - SEPT. 1 GERMAN MILLET WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL RYEGRASS 40 LBS.¼ INCH MARCH 1 - MAY 1 40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS.MAY 1 - JULY 30 BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1 CORN (BROADCAST)300 LBS.MAY 11 - AUG. 10 SORGHUM 35 LBS.MAY 1 - JULY 15 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. 2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES 1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. 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 400 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 WITH 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 WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. MAINTENANCE 1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. 3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH WHERE NECESSARY. 4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2 2"x2"x36" HARDWOOD STAKES (TYP.) @ 5.0' O.C. 12" MIN. DEEP FROM GRADE 12" FILTREXX SILTSOXX, HANES GEO COMPONENTS PER MANUFACTURER'S SPECIFICATIONS OR APPROVED EQUAL EXISTING GRADE 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.W230487-C104 swppp detailsC104STORMWATER POLLUTION PREVENTION PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032NOTES: 1.THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 2.ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3.CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4.SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5.CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. 6.IN THE EVENT THAT THE GENERAL CONTRACTOR (GC) DOES NOT HAVE A JOB TRAILER ONSITE DURING CONSTRUCTION OR AT SUCH TIME THAT THE GC IS SUBSTANTIALLY COMPLETE AND IS NO LONGER ONSITE - PROVIDE A 4" PVC TUBE WITH END CAPS (SECURED TO SIGN) TO CONTAIN THE APPROVED PLANS AND PERMITS FOR INSPECTORS. SWPPP INFORMATION SIGN COPY OF IDEM NOTICE OF SUFFICIENCY SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE (NO SCALE) COPY OF NOI CONSTRUCTION STORMWATER SIGNED CERTIFICATION SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. COPY OF LEGAL ADVERTISEMENT NOTIFICATION OF CONSTRUCTION ACTIVITY 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 EROSION CONTROL BLANKET STAPLE PATTERN 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 SPECIFICATIONS SITE PREPARATION _ GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. _ PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE ROOTING OF SOD. MATERIALS _ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. _ SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE INTENDED USE. INSTALLATION SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. SITE PREPARATION 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. LAYING THE SOD 1. INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING. 2. STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4. LAY SOD STRIPS IN A BRICK-LIKE PATTERN. 5. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7. IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1. INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2. WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL ROOTED. _ KEEP SOD MOIST UNTIL FULLY ROOTED. _ AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. _ TIME MOWING TO AVOID RUTS IN TURF. _ 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-HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING AND ONE-THIRD IN MID-SUMMER. REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM WATER QUALITY MANUAL CITY/STATE: PROJECT: DATE:DR. NO: DR. BY: Ô Ô Ô Grab Tensile Strength ASTM D 4632 kN (lbs)0.9 (205) x 0.9 (205) Grab Tensile Elongation ASTM D 4632 %50 x 50 Puncture Strength ASTM D 4833 kN (lbs)0.58 (130) Mullen Burst Strength ASTM D 3786 kPa (psi)2618 (380) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.36 (80) X 0.36 (80) UV Resistence ASTM D 4355 %70 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.180 (80) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )3866 (95) Permittivity ASTM D 4491 Sec 1.2-1 22 Ô x x ™ x ™ x x x x SILT FENCE INLET PROTECTION INSTALLATION 1. DIG AN EIGHT-INCH DEEP, FOUR-INCH WIDE TRENCH AROUND THE PERIMETER OF THE INLET. 2. IF USING PRE-ASSEMBLED GEOTEXTILE FABRIC AND POSTS, DRIVE THE POSTS INTO THE SOIL, TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) NOTE:IF ASSEMBLING THE GEOTEXTILE FABRIC AND POSTS ON-SITE, DRIVE THE POSTS INTO THE SOIL AND THEN SECURE THE GEOTEXTILE FABRIC TO THE POSTS BY PLACING A PIECE OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). 3. USE THE WRAP JOIN METHOD WHEN JOINING POSTS. 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXTILE FABRIC INTO THE EIGHT-INCH DEEP TRENCH, LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND EXTENDING AWAY FROM THE INLET. 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID PANELS TO SUPPORT FABRIC. NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, EITHER: SET THE TOP OF THE GEOTEXTILE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN THE GROUND ELEVATION ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, BUILD A TEMPORARY DIKE, COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC, ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, AND/OR USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION. MAINTENANCE _ 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 STABILIZE IMMEDIATELY. REFERENCED IN CHAPTER 7 PAGE 153-157 IN THE INDIANA STORM WATER QUALITY MANUAL. SECURELY FASTEN OVERLAPPING ENDS OF SILT FENCE MATERIAL TO ADJACENT STAKES WITH THREE WIRE TIES OR OTHER FASTENERS ATTACH THE WOVEN WIRE FENCE TO EACH POST WITH THREE WIRE TIES OR OTHER FASTENERS SILT FENCE MATERIAL TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH THREE TIES SPACED AT 3" ON CENTER 4"x8" TRENCH OUTLET EROSION CONTROL PROTECTION DRAIN PIPE WITH FLAIRED END SECTION DEPTH OF RIP-RAP AS INDICATED ON PLAN 12" 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) FOR NON PAVED AREAS (NO SCALE) POSTS: 2 X 4 WOODEN STAKE FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. GEOTEXTILE FABRIC LAID ON DOWN-SLOPE SIDE AND BOTTOM OF TRENCH EXTEND WIRE FENCE A MIN. OF 8" INTO GROUND WOVEN WIRE FENCE WITH SILT FENCE MATERIAL COVER CROSS BRACE 1"x2" or 1"x3" 36" MAX. (TYP.) DROP INLET WITH GRATE 12"MIN.18"MAX.2"x2" OR 2"X4" WOOD FRAME 2"x2" or 2"x4" STAKE 5' MIN. OVERLAP (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.(NO SCALE) EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-720-2040 www.nagreen.com (NO SCALE) GENERAL STAPLE RECOMMENDATIONS STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. CROSS SECTION PERSPECTIVE VIEW (NO SCALE) SOD APPLICATION DETAIL 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. Ô TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS RIP-RAP SLOPE PROTECTION T = ____ FEET SPECIFICATIONS SLOPE A RATIO OF 2:1 OR FLATTER (DESIGNED BY A QUALIFIED INDIVIDUAL/PROFESSIONAL ENGINEER; SLOPES EXCEEDING 2:1 MAY REQUIRE ADDITIONAL DESIGN CONSIDERATIONS). MINIMUM THICKNESS TWO TIMES THE DESIGNED d50 (SEE APPENDIX A - GLOSSARY) STONE DIAMETER PLUS THE DEPTH OF THE BEDDING MATERIAL. MATERIALS x RIP-RAP - HARD, ANGULAR, AND WEATHER RESISTANT. - SPECIFIC GRAVITY OF AT LEAST 2.5. - SIZE AND GRADATION THAT WILL WITHSTAND VELOCITIES OF STORM WATER DISCHARGE FLOW DESIGN. - WELL-GRADED MIXTURE OF STONE WITH 50 PERCENT OF THE STONE PIECES, BY WEIGHT, LARGER THAN THE DESIGNED d50 SIZE. - LARGEST PIECES SHOULD NOT EXCEED TWO TIMES THE DESIGNED d50 AND NO MORE THAN 15 PERCENT OF THE PIECES (BY WEIGHT) SHOULD BE LESS THAN THREE INCHES. x BEDDING MATERIAL - GEOTEXTILE FABRIC, SAND, OR CRUSHED AGGREGATE [INDIANA DEPARTMENT OF TRANSPORTATION CA NO. 9, 11, OR 12 (SEE APPENDIX D)]. INSTALLATION SUBGRADE PREPARATION 1. REMOVE BRUSH, TREES, STUMPS, AND OTHER DEBRIS AND DISPOSE OF IN DESIGNATED AREAS. 2. EXCAVATE FOUNDATION SUBGRADE BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE BEDDING MATERIAL AND RIP-RAP. 3. COMPACT ANY FILL MATERIAL TO THE DENSITY OF THE SURROUNDING UNDISTURBED SOIL. 4. CUT A KEYWAY IN STABLE MATERIAL AT THE SLOPE BASE TO REINFORCE THE TOE; KEYWAY DEPTH SHOULD BE ONE AND ONE-HALF TIMES THE DESIGN THICKNESS OF THE STONE AND SHOULD EXTEND A HORIZONTAL DISTANCE EQUAL TO THE DESIGN THICKNESS (SEE RIP-RAP SLOPE PROTECTION WORKSHEET). 5. SMOOTH THE GRADED FOUNDATION. PLACEMENT OF BEDDING MATERIAL 1. IF USING GEOTEXTILE FABRIC, PLACE ON THE SMOOTHED FOUNDATION, OVERLAP THE EDGES AT LEAST 12 INCHES AND SECURE WITH ANCHOR PINS SPACED EVERY THREE FEET ALONG THE OVERLAP. (FOR LARGE RIP-RAP, CONSIDER A FOUR INCH LAYER OF SAND TO PROTECT THE FABRIC.) 2. IF USING SAND OR AGGREGATE BEDDING MATERIAL, SPREAD THE WELL-GRADED BEDDING MATERIAL IN A UNIFORM LAYER TO THE REQUIRED THICKNESS (SIX INCHES MINIMUM). IF TWO OR MORE LAYERS ARE SPECIFIED, PLACE THE LAYER OF THE SMALLER GRADATION FIRST AND AVOID MIXING THE LAYERS. NOTE: OMISSION OF THE BEDDING MATERIAL OR DAMAGE TO IT MAY RESULT IN EROSION AND/OR PIPING BENEATH THE RIP-RAP OR MOVEMENT OF THE UNDERLYING SOIL THROUGH THE VOIDS IN THE RIP-RAP. RIP-RAP PLACEMENT 1. IMMEDIATELY AFTER INSTALLING THE BEDDING MATERIAL, ADD RIP-RAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. PLACE THE RIP-RAP IN ONE OPERATION, TAKING CARE NOT TO DAMAGE THE BEDDING MATERIAL. (DO NOT DUMP THROUGH CHUTES OR USE ANY METHOD THAT CAUSES SEGREGATION OF STONE SIZES OR THAT WILL DISLODGE OR DAMAGE THE UNDERLYING BEDDING MATERIAL.) 2. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIP-RAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER THE DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 3. PLACE SMALLER STONE IN VOIDS TO FORM A DENSE, UNIFORM, WELL-GRADED RIP-RAP MASS. (SELECTIVE LOADING AT THE QUARRY AND SOME HAND PLACEMENT MAY BE NEEDED TO ENSURE AN EVEN DISTRIBUTION OF STONE MATERIAL.) 4. BLEND THE RIP-RAP SURFACE SMOOTHLY WITH THE SURROUNDING AREA TO ELIMINATE PROTRUSIONS OR OVERFALLS. MAINTENANCE x INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. x CHECK FOR DISPLACEMENT OF RIP-RAP MATERIAL, SLUMPING, AND EROSION ALONG THE EDGES, ESPECIALLY ON THE DOWN-SLOPE SIDE. (PROPERLY DESIGNED AND INSTALLED RIP-RAP USUALLY REQUIRES VERY LITTLE MAINTENANCE.) REFERENCE IN CHAPTER 7 PAGE 69 IN THE INDIANA STORM WATER QUALITY MANUAL T= AGGREGATE THICKNESS (≥2xd50) T= ____ FEET 1.5T (MIN.) KEYWAY BEDDING MATERIAL / FILTER MEDIUM SMOOTH FOUNDATION UNDER BEDDING MATERIAL/ FILTER MEDIUM (NO SCALE) CROSS SECTION PERSPECTIVE VIEW - - -W230487-C104 swppp detailsC105STORMWATER POLLUTION PREVENTION PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024 WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATE BYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 DETAILS PRESENTED ON THIS DOCUMENT HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND ARE VIEWED AS AN ACCEPTABLE PRACTICE WITHIN THE SITE CONDITIONS AND JURISDICTION. IF LOCAL JURISDICTION REQUIRES, AS STANDARD PRACTICE MORE STRINGENT DESIGN REQUIREMENTS, THE CONTRACTOR IS TO COMPLY WITH THE LOCAL JURISDICTION IN THE SHOP DRAWING REVIEW AND CONSTRUCTION PROCESS AT NO ADDITIONAL COST TO THE OWNER. EEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EG G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGOHUDITCH ROADN89°32'53"E 915.00'N00°30'23"E 860.00'0.5%0.5%0.4%0.5%0.5%0.4%0.2%0.4%0.4%0.2%0.2%0.2%0.2%0.2% 0.5%0.5%20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENT 30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD DDDDDDDD60.00' 90.00'27.00'320.00'72.00'64.00'R95.00'R13.00 '24.85'1 2 4 3 3 4 5 5 6 1 6 2 2 6 R100.00'R280.50 ' 512.67' E E 6" SSD 0% SLOPE DAYLIGHT AT 848.50DDDSITE DATA SITE AREA = 38.36 AC DISTURBED AREA = 4.29 AC PERCENT IMPERVIOUS = 0.3% ZONING = S1 FRONT YARD BSL REQUIRED = 40 FT FOR PRINCIPAL BUILDING FRONT YARD BUFFER = NA REAR YARD BSL REQUIRED = 15 FT FOR ALL OTHER USES REAR YARD BUFFER = NA SIDE YARD BSL REQUIRED = 20 FT FOR ALL OTHER USES SIDE YARD BUFFER = NA SITE PLAN NOTES TENSIONED NET SIDELINE NET 8' HT. - SEE DETAIL SHEET C201 TENSIONED BACKSTOP NET 16' HT. - SEE DETAIL SHEET C201 CONCRETE PAD FOR DUGOUT - SEE DETAIL SHEET C201 DUGOUT OPENING DUGOUT COVERS - SEE DETAIL SHEET C201 ARTIFICIAL TURF EDGE - SEE DETAIL SHEET C602 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) CONCRETE PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT STANDARD DUTY ASPHALT STONE PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONSOTHER LINE TYPES SECTION LINE W230487-C200 siteC200SITE PLANW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 460321 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 2 3 4 5 ARTIFICIAL TURF - GREEN 6 ARTIFICIAL TURF - BROWN LIMITS OF DISTURBANCEDDD W230487-C201 site detailsC201SITE PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:DARRELL A. EDWARDS P.E. #890047 FINISH BROOM 3/4"1/2"1/4"1/2"1/2" R. TOOL JOINT TROWEL CUT 2" BEFORE TOOLING CONCRETE PAVEMENT PRE-FORMED FLEXIBLE FOAM JOINT FILLER NOTES: 1.PROVIDE CONTROL JOINTS AS SHOWN ON DRAWING. 2.PROVIDE EXPANSION JOINTS WHERE PAVEMENT ABUTS OTHER STRUCTURES AND AT 30' MIN O.C. PAVEMENT EXPANSION JOINT - SEALING DETAIL VARIES (SEE PLAN) COMPACTED SUBGRADE 6" #53 AGGREGATE CONCRETE PAVEMENT CONTROL JOINT JOINT SEALER PER SPEC 07920 5" CONCRETE (4,000 PSI) N.T.S. CONCRETE PAVEMENT2 N.T.S. DUGOUT CANOPY6 GALVANIZED THREADED ROD WIRE ROPE SHEAVE WIRE CABLE CLAMPS (1 4" TYP) CABLE (1 4" TYP) SPRING CLIP BLACK POWDERCOAT FINISH THIMBLE EYE NUT PREFORM GUY GRIP CABLE (5 16" TYP)SPRING CLIP NOTES: 1.FEATURES STEEL POLES WITH STRYK FINISH. 2.POLES SIZES AND FOOTINGS BASED ON SOIL CONDITIONS AND WIND LOADS. 3.DRAWINGS NOT TO SCALEIN-LINE NET BACKSTOP SYSTEM DETAIL - A DETAIL - B POLE FOOTING IN 2500 PSI CONCRETE 3 8" EYE BOLTS EPOXIED 3" DEEP 3'-0" O.C. B A 16' BACKSTOP8' SIDELINEN.T.S. BACKSTOP/SIDELINE NETTING5 THE ENGINEER OF RECORD’S CERTIFICATION OF THIS SHEET REPRESENTS ACKNOWLEDGEMENT THAT THE PRODUCT DETAILED HAS BEEN REVIEWED FOR USE ON THIS PROJECT. THE CONTRACTOR IS TO OBTAIN FROM THE VENDOR THE CERTIFICATION OF THE PRODUCT BY A LICENSED ENGINEER DURING THE SHOP DRAWING REVIEW PROCESS. EEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE EG G G G G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGOHU E E DITCH ROADSTMSTMSTMSTMSTMSTM 20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENT 30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD D DDDDDDDDDSTM 287' of 6" HDPE PERFORATED DUAL WALLED PIPE 297' of 6" HDPE PERFORATED DUAL WALLED PIPE 169' of 6" HDPE PERFORATED DUAL WALLED PIPE 160' of 6" HDPE PERFORATED DUAL WALLED PIPE 158' of 8" HDPE PERFORATED DUAL WALLED PIPE 50' of 8" HDPE PERFORATED DUAL WALLED PIPE 111' of 6" HDPE PERFORATED DUAL WALLED PIPE CONNECT TO 24"X24" OUTLET CONTROL STRUCTURE SSD INV ELEV: 848.50 SEE DETAIL SHEET C602 DRY BASIN DRY BOTTOM: 850.50 EMER. SPILLWAY: 855.00 TOP OF BANK: ± 857.50 10 YR ELEV: +853.55 100 YR ELEV: +855.11 6" SSD 0% SLOPE DAYLIGHT AT 848.50 LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING Dry Detention Cross Section A-A 840 845 850 855 860 865 840 845 850 855 860 865 FINISHED GRADE EXISTING GRADE PROFILE LEGEND 840 845 850 855 860 865 Dry Detention Cross Section B-B 840 845 850 855 860 865 840 845 850 855 860 865 FINISHED GRADE EXISTING GRADE PROFILE LEGEND GENERAL NOTES THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0208G, DATED 11/19/2014. THE PROPOSED DRAINAGE INFRASTRUCTURE FOR THIS SITE IS PRIVATE. EXISTING AREAS PERVIOUS = 4.29 AC. IMPERVIOUS = 0.00 AC. PROPOSED AREAS PERVIOUS = 4.28 AC. IMPERVIOUS = 0.01 AC. EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POSTCOMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) CONCRETE PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TC TOP OF CURB GUT GUTTER CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT PAVEMENT GRADING PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES 500.0FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G W E(A) E C C(A) OHU FM AERIAL FIBER OPTIC CABLEFO(A) UNDERGROUND FIBER OPTICFO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN ROOF DRAINSTM SUB SURFACE DRAIN CARMEL REQUIREMENTS 1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4.M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. GRADE BREAK LINE FLOW DIRECTION AND SLOPE W230487-C300 gradC300GRADING PLANW23.0487AB 04/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032W23.048710 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 OTHER LIMITS OF DISTURBANCED -NOTE- SPOT AND VERIFY DEPTHS OF EXISTING GAS SERVICE WHEN WORKING AROUND THEM. 840 845 850 855 860 865 840 845 850 855 860 865 FINISHED GRADE EXISTING GRADE PROFILE LEGEND STORM SEWER STRUCTURE DATA TABLE STRUCTURE NUMBER 496 497 TOP OF CASTING 854.00 851.25 STRUCTURE TYPE OUTLET CONTROL STRUCTURE, BOX FLARED END SECTION CASTING TYPE SEE DETAIL N/A INVERT INV OUT (E)= 850.50 (12" RCP) INV IN (W)= 850.00 (12" RCP) E E E E E E E E E E E E E E E E E E E E E E E E E EE EG G G G G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G E E E E E E E E E E E E E E E E E E E E E STMSTMSTMSTMSTMSTM 20' B.S.L. (FOR ALL OTHER USES)30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD D DDDDDDDDD0.5%0.5%0.4%0.5%0.5%0.4%0.2%0.4%0.4%0.2%0.2%0.2%0.2%0.2% 0.5%0.5%STM 287' of 6" HDPE PERFORATED DUAL WALLED PIPE 297' of 6" HDPE PERFORATED DUAL WALLED PIPE 169' of 6" HDPE PERFORATED DUAL WALLED PIPE 160' of 6" HDPE PERFORATED DUAL WALLED PIPE 158' of 8" HDPE PERFORATED DUAL WALLED PIPE 50' of 8" HDPE PERFORATED DUAL WALLED PIPE 111' of 6" HDPE PERFORATED DUAL WALLED PIPE CONNECT TO 24"X24" OUTLET CONTROL STRUCTURE SSD INV ELEV: 848.50 SEE DETAIL SHEET C602 DRY BASIN DRY BOTTOM: 850.50 EMER. SPILLWAY: 855.00 TOP OF BANK: ± 857.50 10 YR ELEV: +853.55 100 YR ELEV: +855.11 6" SSD 0% SLOPE DAYLIGHT AT 848.50 1 1 3 6 5 2 2 2 4 4 4 4 LIMIT OF ARTIFICIAL TURF INFIELD 3 4 7 LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING LIMITS OF GRADING THIS IS DIRECT DISCHARGE FLOOD ROUTE SE FLOOD ROUTE NE PONDING ELEVATION = 855.4 WEIR ELEVATION = 855.0 STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE 496 DOWNSTREAM STRUCTURE 497 SIZE 12" MATERIAL RCP LENGTH 48' SLOPE 1.04%W230487-C600 drainageC600DRAINAGE PLANW23.0487AB 04/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032DRAINAGE PLAN NOTES 8" HDPE SUBSURFACE DUAL WALLED HANCOR HQ OR EQUIVALENT @ 0.5% MINIMUM 6" HDPE SUBSURFACE DRAIN, PERFORATED DUAL WALLED HANCOR HQ OR EQUIVALENT UNDER ARTIFICIAL TURF @ 0.5% MINIMUM. SEE DETAIL SHEET C602 6" HDPE SUBSURFACE DRAIN, PERFORATED DUAL WALLED HANCOR HQ OR EQUIVALENT @ 0.5% MINIMUM. SEE DETAIL SHEET C602 CLEANOUT SEE DETAIL SHEET C602 INSTALL TRASH RACK LPG-10 SEE DETAIL SHEET C602 OUTLET CONTROL STRUCTURE, CONNECT INTO 12" RCP WITH END SECTION SEE DETAIL SHEET C602 FLARED END SECTION WITH 5'X10'X1.5' RETRIEVEMENT RIP-RAP ON FILTER FABRIC 1 2 3 4 5 RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE CONCRETE PAVEMENT PAVEMENT LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G W W E(A)E(A) E E C C C(A)C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A)FO(A) UNDERGROUND FIBER OPTICFOFO SANITARY SEWER LATERALSANSAN ROOF DRAINSTMSTM SUB SURFACE DRAIN W23.0487ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TC TOP OF CURB GUT GUTTER CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT DRAINAGE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER 500.0EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION EMERGENCY FLOOD ROUTE FLOW DIRECTION AND SLOPE 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 6 7 LIMITS OF DISTURBANCEDD -NOTE- SPOT AND VERIFY DEPTHS OF EXISTING GAS SERVICE WHEN WORKING AROUND THEM. -NOTE- THE PROPOSED DRAINAGE INFRASTRUCTURE FOR THIS SITE IS PRIVATE. FLOOD ROUTE PONDING ELEVATION SECTION A-A CONC. PIPE TOE ANCHOR GROOVED ON OUTLET END, TONGUE END ON INLET END. GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE, ASTM DESIGNATION C-76. CLASS "A" CONCRETE NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE PIPE, PROVIDING THE METHOD OF CONNECTION IS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF PIPE. (EXCEPT IN INDIANAPOLIS) 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 CLASS III, (AS SET OUT IN INDOT STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS III, FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76 WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED. END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE END SECTION" COMPLETE. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR "PIPE END SECTION." RIP-RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS. COMPUTED LENGTH OF CULVERT PIPE CULVERT HOOK BOLTS LONGITUDINAL SECTION (NO SCALE) 1 1/2"R.1 1/2"R. Y Y 4:1 FILL S L O P E 3: 1 F I L L S L O P E CLASS "A" CONC. SLOPE DETAIL PLAN VIEW SECTION Y-Y PRECAST CONCRETE END SECTION DETAIL REQUIREMENTS FOR ALL STORM SEWER BENCHWALLS BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE OR BOX INLET. THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM ½-INCH PER FOOT SLOPE TO THE MANHOLE WALL. WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM THE BOTTOM OF INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1) INCH. FOR CAST-IN-PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED AND SHAPED. FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET STRUCTURE. SPECIFICATIONS FOR ALL STORM SEWER CASTINGS ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS. (NO SCALE) Bc d(MIN.) 66" & LARGER 30" TO 60" 27" & SMALLER D 6 4 3 GREATER THAN 5' (1) LESS THAN 5' (2) B = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE TYPICAL BEDDING SECTION - RCP PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT. (1) MIN. 1.25 Bc (2) 1.25 Bc + 12" (MIN.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE. (1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTE: 1) ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2) A MIN. OF 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TYPICAL BEDDING SECTION - PVC & HDPE (NO SCALE) Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER D = DEPTH OF BEDDING MATERIAL BELOW PIPE (1) REGULAR BACKFILL EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT Bc NOTES: 1. ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 2. A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE W230487-C602 drainage detailsC602DRAINAGE PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:Know what's below. before you dig.Call R DARRELL A. EDWARDS P.E. #890047 6" TOPSOIL SUBGRADE PERFORATED HIGH DENSITY POLYETHYLENE PIPE. SEE GRADING AND DRAINAGE PLAN FOR SIZE FILTER FABRIC #8 WASHED GRAVEL OVERLAP FABRIC 2"x4" P.T WOOD NAILER PROPOSED ARTIFICIAL SURFACE 1 1 2" FINISHING STONE 4 1 2" BASE STONE GEOTEXTILE FABRIC #8 WASHED GRAVEL PERFORATED HIGH DENSITY POLYETHYLENE PIPE. SEE GRADING AND DRAINAGE PLAN FOR SIZE 6" X 12" CONTINUOUS CONCRETE CURB EXISTING / PROPOSED SURFACE COMPACTED SUBGRADE EQ.EQ. 36"36"12"3' MIN.IMPACT ATTENUATION BOARD - 1 1/2" GLUED TO TOP OF CONCRETE AND NAILER BOARD .5 % SLOPE TO DRAIN .5 % SLOPE TO DRAIN ARTIFICIAL TURF EDGE DETAIL SCALE: 1 2" = 1'-0" SUB-SURFACE UNDERDRAIN TILE (NO SCALE) PROVIDE AND INSTALL 24"X24" GALVANIZED STEEL GRATE. GRATE WILL BE A19-W-4 LIGHT DUTY WELDED STEEL GRATING WITH A 1" BY 3 16" THICKNESS AND ANCHORED TO STRUCTURE. PRECAST CONCRETE BOX SECTION PRECAST MONOLITHIC OR POURED CONCRETE BASE 6" #8 AGGREGATE (FOR PRECAST BOTTOM ONLY) TOP OF STRUCTURE ELEVATION = 854.00 STRUCTURE BOTTOM ELEV. = 847.50 SIDE VIEW 12" DIA. RCP OUTLET ELEV. = 850.50 12" DIA. RCP OUTLET ELEV. = 850.50 FRONT VIEW DRY BOTTOM ELEV. = 850.50 TOP OF STRUCTURE ELEVATION = 854.00 PRECAST CONCRETE BOX SECTION PO N D B A N K (4: 1 S L O P E ) 2"-DIA. ORIFICE ELEV. =850.50 12"W x6"H ORIFICE ELEV. =852.50 STORMWATER MANAGEMENT BASIN (SWMB) OUTLET CONTROL STRUCTURE (NO SCALE) 2" 8" 2"-DIA. ORIFICE ELEV.=850.50 WITH LPG-10 TRASH RACK ON CONC. PAD 12"W x6"H ORIFICE ELEV. =852.50 LPG-10 TRASH RACK CONCRETE PAD 14"X14" x 4" 24"W x6"H ORIFICE ELEV. =853.50 24"W x6"H ORIFICE ELEV. =853.50 EMERGENCY SPILLWAY (TYPICAL SECTION) NOT TO SCALE DETAILS PRESENTED ON THIS DOCUMENT HAVE BEEN REVIEWED BY THE ENGINEER OF RECORD AND ARE VIEWED AS AN ACCEPTABLE PRACTICE WITHIN THE SITE CONDITIONS AND JURISDICTION. IF LOCAL JURISDICTION REQUIRES, AS STANDARD PRACTICE MORE STRINGENT DESIGN REQUIREMENTS, THE CONTRACTOR IS TO COMPLY WITH THE LOCAL JURISDICTION IN THE SHOP DRAWING REVIEW AND CONSTRUCTION PROCESS AT NO ADDITIONAL COST TO THE OWNER. FLOW NOTES: 1.CLEANOUT FRAME AND LID SHALL BE JR SMITH MODEL #4023 WITH LOCKING DEVCE OR APPROVED EQUAL. 2.ALL LIDS SHALL BE SET FLUSH WITH FINISHED GRADE. LIDS IN ARTIFICIAL TURF SHALL BE PLACED BENEATH THE TURF CARPET. 3.ARTIFICAL TURF SHALL BE GLUED ON CLEANOUT LID. FINISH GRADE ADJUSTABLE LID WITH BOLT LOCK PIPE ELBOW. MATERIAL TO MATCH MATERIAL OF SEWER PIPE SEE PLANS FOR PIPE MATERIAL AND SIZE WYE BEND CLEANOUT (NO SCALE) 20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.30' DRAINGE, UTILITY &ACCESS EASEMENTVAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY & ACCESS EASEMENT 30' DRAINAGE, UTILITY & ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D D D D D D DDDDDDDDDDDD DDDDD D DDDDDDDDDEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE EG G G G G G G G G CCCCCCCCCCCCCCCCCCCCC C C C C GGGGG G G G G G G G G G G GGGGGGGGGGGGGGG G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGOHU E E DITCH ROADALIGN EDGE OF PLANTING WITH EDGE OF ARTIFICIAL TURF 4.00'161.40' 26.02'26.00'4.00'121.71'ARTIFICIAL TURF INFIELD 1 1 2 3 4 4 4 3 3 LANDSCAPE LEGEND MULCHED LANDSCAPE BEDS SEEDED LAWN. SEE SEED MIX ON SHEET L101. LANDSCAPE PLAN NOTES QUANTITY PLANT NAME W230487-L100 landscapeL100LANDSCAPE PLANW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 WILLIAM G. SCHMIDT, RLA NO. 2000009WILLIAM G . SCH MI D TLA N DSCAPE A R C HITECTREG I S T ER E DIND I A N A No. 20000009 STATE OF PLANT SCHEDULE PLAN KEY BOTANICAL NAME COMMON NAME SIZE QTY.B&B CONT.MATURE SIZE SPECIAL INSTRUCTIONS EVERGREEN SHRUBS BmW BUXUS MICROPHYLLA VAR. KOREANA 'WINTERGREEN'WINTERGREEN KOREAN BOXWOOD #5 114 X 5'T x 5'W 2.5' SPACING EVERGREEN TREES PiO PICEA OMORIKA SERBIAN SPRUCE 8' ht.10 X 60'T x 25'W ToT THUJA OCCIDENTALIS 'TECHNY'TECHNY (MISSION) AMERICAN ARBORVITAE 6' ht.123 X 15'T x 10'W 5' SPACING W S N E Know what's below. before you dig.Call R BOXWOOD HEDGE ARBORVITAE HEDGE LOCATE EVERGREEN TREES TO FILL IN GAPS IN EXISTING SCREEN LIMIT OF SEED AREA PER SWPPP PLAN 1 2 3 4 LIMITS OF DISTURBANCED GENERAL NOTES 1.IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 2.PROVIDE QUALITY, SIZE, GENUS, SPECIES, AND VARIETY FOR ALL PLANTS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION. 3.SUBMIT A LIST OF NURSERY SOURCES FOR ALL SPECIFIED PLANT MATERIAL INDICATING THE SIZE, GENUS, SPECIES AND VARIETY. INCLUDE THE QUANTITY OF PLANT MATERIAL TO BE PROCURED FROM EACH NURSERY. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. 5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 6.ANY EXISTING TREE(S) AND/OR PLANTINGS THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE PROTECTED AND BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT TO DETERMINE IF TREE(S) AND/OR PLANTINGS SHOULD BE 1)REMOVED, 2)SAVED AND INTEGRATED INTO THE LANDSCAPE DESIGN, OR 3) RELOCATED. 7.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS. 8.PLANTING BEDS AND PLANT MATERIAL SHALL BE LOCATED AS INDICATED ON LANDSCAPE PLAN. IN THE EVENT FIELD CHANGES OR CONDITIONS REQUIRE MODIFICATION TO THE LANDSCAPE DESIGN, THE CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT AS TO PROPOSED MODIFICATIONS PRIOR TO PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE IF NECESSARY. 9.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 10.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE. 11.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 13.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED WITHOUT APPROVAL OF THE JURISDICTION HAVING AUTHORITY AND THE LANDSCAPE ARCHITECT. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. THE CONTRACTOR SHALL COMPENSATE THE LANDSCAPE ARCHITECT FOR THE TIME REQUIRED FOR REVIEW AND INSPECTION OF PROPOSED PLANT SUBSTITUTIONS BID AWARD. 14.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY. SUBMIT COLOR PHOTOGRAPHS OF PROPOSED PLANT MATERIAL TAKEN IN THE NURSERY WHERE THEY ARE GROWING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT PLANT MATERIALS AT NURSERY OR CONTRACTOR YARD PRIOR TO DELIVERY TO THE SITE. THE LANDSCAPE ARCHITECT MAY ALSO INSPECT AND APPROVED OR REJECTED PLANT MATERIAL ON THE JOB SITE. IN THE EVENT PLANT MATERIAL IS NOT THE SPECIFIED SIZE OR QUALITY, PLANTS WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE. 15.PLANTS AND OTHER LANDSCAPE MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL BE PROTECTED AND NOT CONFLICT WITH CONSTRUCTION OPERATIONS. 16.COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE. IT SHALL BE DERIVED FROM: AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE SLUDGE); YARD TRIMMINGS; SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL CONTAIN NO SUBSTANCES TOXIC TO PLANTS AND SHALL BE REASONABLY FREE (< 1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST WILL POSSESS NO OBJECTIONABLE ODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. 17.SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING TO A DEPTH OF 6”. 18.PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS PRIOR TO MULCHING AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. PRE-EMERGENT HERBICIDE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO APPLICATION. 19.ALL TREE AND SHRUB PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE FREE OF STICKS, LEAVES, SOIL AND FOREIGN MATERIAL. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 20.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS AND PLANT MATERIAL UNTIL ALL PUNCH LIST WORK HAS BEEN COMPLETED AND WRITTEN FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS INSTALLED AND SHALL INCLUDE BUT NOT LIMITED TO, WATERING, WEEDING, PRUNING, DISEASE AND INSECT CONTROL, MOWING, RESETTING OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, AND ANY OTHER PROCEDURE CONSISTENT WITH GOOD HORTICULTURAL PRACTICES. 21.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL ACCEPTANCE AS DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. AT THE END OF THIS PERIOD, PLANT MATERIAL DETERMINED TO BE DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT OR OWNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR. 3" LAYER OF SHREDDED HARDWOOD MULCH "V" DEFINES EDGE AND HOLDS IN MULCH PRE-EMERGENT HERBICIDE 1 1 SCARIFY ALL SIDES OF SHRUB PIT B&B MATERIAL: REMOVE TOP 1/3 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF BALL 3 IN. DEEP HARDWOOD MULCH RING. AGED WOOD CHIPS OR SIMILAR MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB STEM. PREPARED PLANTING SOIL UNDISTURBED SUBGRADE PRE-EMERGENT HERBICIDE GENERAL NOTES: 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN MONTHS B/W OCTOBER 31 AND APRIL 1. 2. TREE WRAPPING TO BE PLACED ONLY ON TREES WITH THIN BARK. 3. STAKE TREES ONLY IF THEY DO NOT REMAIN PLUMB. 4. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 5. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. 6. BACKFILL WITH EXISTING SOIL. WATER THOROUGHLY TO ELIMINATE AIR POCKETS. 7. REMOVE TAGS AND LABELS. STAKING PLAN EDGE OF PLANTING PIT ROOT BALL STEEL STAKE 1 1 SCARIFY ALL SIDES OF TREE PIT. TREE PIT BACKFILL. EARTH SAUCER TREE WRAPPING, SEE GENERAL NOTES. 3 IN. DEEP HARDWOOD MULCH RING. AGED WOOD CHIPS OR SIMILAR MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN WEED-FREE MULCH RING. REMOVE ALL BURLAP AND BINDERS OR WIRE BASKETS FROM ROOT BALL. TREEGATOR OR EQUIV. PORTABLE DRIP IRRIGATION BAG-NOT REQUIRED IF OPERATIONAL IRRIGATION SYSTEM EXISTS-ONLY USE DURING MONTHS B/W APRIL 1 AND OCTOBER 31. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT BALL DOES NOT SHIFT. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. PRE-EMERGENT HERBICIDE DO NOT CUT CENTRAL LEADER. 3 STAKES AND FLAGS. USE STEEL "T" POSTS AND GALVANIZED #12 WIRE. PLACE 2-PLY RUBBER HOSE ON WIRE AT ALL POINTS OF TREE CONTACT. 1 1 SCARIFY ALL SIDES OF TREE PIT. TREE PIT BACKFILL. EARTH SAUCER 3 IN. DEEP HARDWOOD MULCH RING. AGED WOOD CHIPS OR SIMILAR MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN WEED-FREE MULCH RING. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT BALL DOES NOT SHIFT. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. REMOVE ALL BURLAP AND BINDERS OR WIRE BASKETS FROM ROOT BALL. PRE-EMERGENT HERBICIDE 1" LAYER OF LAYER OF HARDWOOD MULCH AROUND BASE OF PLANTINGS 3" LAYER OF HARDWOOD MULCH BETWEEN PLANTS PRE-EMERGENT HERBICIDE PREPARED PLANTING BED REMOVE NON-BIODEGRADABLE POTS SEE PLANT SCHEDULE F0R SPACING SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING TO A DEPTH OF 6”. SECTION PLAN SUBGRADE SOD NOTES INSTALLATION SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. SITE PREPARATION 1.APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. 2.GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3.WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. SOD BED PREPARATION 1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2.IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. 3.APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4.WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5.RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. LAYING THE SOD 1.INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING. 2.STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3.IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4.LAY SOD STRIPS IN A BRICK-LIKE PATTERN. 5.BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6.ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7.IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1.INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2.WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1.EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. 2.LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. 3.STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. 4.STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. MAINTENANCE 1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL ROOTED. 2.KEEP SOD MOIST UNTIL FULLY ROOTED. 3.AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. 4.TIME MOWING TO AVOID RUTS IN TURF. 5.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-HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING AND ONE-THIRD IN MID-SUMMER. CROSS SECTION GAP PERSPECTIVE VIEW PERMANENT SEEDING NOTES GRADING 1.GRADE THE SITE TO ACHIEVE PROPOSED GRADES AND POSITIVE DRAINAGE. ADD TOPSOIL TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. 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: MARCH 1 TO MAY 10 OR AUGUST 10 TO SEPTEMBER 30 PERMANENT SEEDING DONE BETWEEN MAY 10 TO AUGUST 10 - SHALL BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING SHALL 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.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.) 2.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. USE EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE 1.INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 2.CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. 3.CHECK FOR EROSION OR MOVEMENT OF MULCH. 4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. 5.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. 6.IF VEGETATION FAILS TO GROW, TEST SOIL TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 7.IF ADDITIONAL FERTILIZATION OR SOIL AMENDMENTS ARE NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. 8.ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. 9.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 HALF IN 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.W230487-L100 landscapeL101LANDSCAPE PLAN DETAILSW23.0487ABW23.048704/26/2024WSWSPRIVATE BALLFIELD11303 DITCH ROAD, CARMEL, IN 46032Scale: N.T.S. SOD APPLICATION DETAIL1 Scale: N.T.S. V-CUT LANDSCAPE BED EDGE DETAIL2 Scale: N.T.S. GROUNDCOVER PLANTING3 Scale: N.T.S. SHRUB PLANTING DETAIL6 Scale: N.T.S. EVERGREEN TREE PLANTING DETAIL5 Scale: N.T.S. TREE PLANTING DETAIL4 10 9abcd 8 7 6efgh109876 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhAPPROVAL PENDINGNOT FOR CONSTRUCTIONISSUED FOR CITY REVIEW04.26.2024WGS1gALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture05/09/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:ALL ELEVATIONS ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 WILLIAM G. SCHMIDT, RLA NO. 2000009WILLIAM G . SCH MI D TLA N DSCAPE A R C HITECTREG I S T ER E DIND I A N A No. 20000009 STATE OF LESCO ALL PRO TEAM MATES PLUS MIXTURE APPLICATION RATE: 6-8 lb./1,000 sq. ft. SHAMROCK KENTUCKY BLUEGRASS 29.91% STETSON II TALL FESCUE 20.04% KINGDOM TALL FESCUE 19.59% RESTORE TALL FESCUE 19.17% ALLSPORT 5 PERENNIAL RYEGRASS 9.04% GRASS SEED TO CONTAIN LESS THAN 0.5% WEED AND OTHER CROP SEEDS, AND LESS THAN 2% INERT MATTER