HomeMy WebLinkAbout2024-06-26 W230487 Lucas Ballfield CombinedDITCH 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%
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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
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fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
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6/27/2024
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
6/27/2024
20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.VAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY
& ACCESS EASEMENT
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& ACCESS EASEMENT 30' DRAINAGE, UTILITY& ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDD D D
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5 4 3 2 1 PREPARED FOR:PROJECT NO.
SHEET NO.abcd5 4 3 2
e1
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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.
6/27/2024
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& ACCESS EASEMENT
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SFLIMIT OF ARTIFICIAL
TURF INFIELD
LANDSCAPE PLANTING AREA
SEE LANDSCAPE PLAN
LANDSCAPE PLANTING AREA
SEE LANDSCAPE PLAN
LANDSCAPE PLANTING AREA
SEE LANDSCAPE PLAN
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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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
*
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
6/27/2024
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
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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
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fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
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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
6/27/2024
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
PUB
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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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
B B
A
B MUST BE HIGHER THAN A
EXISTING
GRADE
6/27/2024
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
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.
6/27/2024
EEEEE E E E E E E
E
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E E E E E E E E E E E E E
E
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C
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C C
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G G G G G G G G G GGGGGGGGGGGGGGG G G G
G
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E E E E E E E E E E E
E E E E E
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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.VAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY
& ACCESS EASEMENT
30' DRAINAGE, UTILITY
& ACCESS EASEMENT 30' DRAINAGE, UTILITY& ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDD D D
DD D
D D D D D D D D D D D DD
DDDDDDDDDDDDD DD DDDDDDDD60.00'
90.00'27.00'320.00'72.00'64.00'R95.00'R13
.0
0
'24.85'1 2
4 3
3
4
5
5
6
1
6
2
2
6 R100.00'R280.50
'
512.67'
E E
D DDSITE 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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
6/27/2024
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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
(516" 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.
6/27/2024
EEEEE E E E E E E
E
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E E E E E E E E E E E E E
E
E E E EE
EG
G
G
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CCCCCCCCCCCCCCCCCCCCC
C
C
C C
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G GG
G
G G G G G G G G G GGGGGGGGGGGGGGG G G G G
G
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E E E E E E E E E E E
E E E E E
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EGGGGGGGGGGGGGGGGGGGGGOHU E E
DITCH ROADSTMSTMSTMSTMSTMSTM
20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.VAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY
& ACCESS EASEMENT
30' DRAINAGE, UTILITY
& ACCESS EASEMENT 30' DRAINAGE, UTILITY& ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDD D D
DD 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
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
INV. 857.6
INV. 856.9
INV. 855.9
INV. 855.7
INV. 854.4
INV. 854.3
INV. 852.7
INV. 852.5
INV. 852.0
C.O. INV. 848.50
INV. 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
EMER. SPILLWAY: 855.00
TOP OF BANK: ± 857.50
10 YR ELEV: +853.55
100 YR ELEV: +855.11
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
EMER. SPILLWAY: 855.00
TOP OF BANK: ± 857.50
10 YR ELEV: +853.55
100 YR ELEV: +855.11
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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.
6/27/2024
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
G GG GG
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)VAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY
& ACCESS EASEMENT 30' DRAINAGE, UTILITY& ACCESS EASEMENTDDDDDDDDDDDD D
DD D
D D D D D D D D D D D DDDDDDDDDDDDDDD DD
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
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
INV. 857.6
INV. 856.9
INV. 855.9
INV. 855.7
INV. 854.4
INV. 854.3
INV. 852.7
INV. 852.5
INV. 852.0
C.O. INV. 848.50
INV. 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
FLOOD
ROUTE SE
FLOOD
ROUTE NE
PONDING ELEVATION = 855.4
WEIR ELEVATION = 855.0
8
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
HEADWALL TYPE III - SEE DETAIL SHEET
C602
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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.
SOUTHERN WATERSHED IS DIRECT
RUNOFF TO WILLIAM CREEK LOCATED
APPROXIMATELY 620' AWAY ON THE
OWNERS PROPERTY. RUNOFF WILL BE
REDUCED FROM EXISTING CONDITION.
SEE DRAINAGE REPORT SUMMARY.
FLOOD ROUTE
PONDING ELEVATION
8
6/27/2024
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 SL
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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 12" 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: 12" = 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)
6/27/2024
20' B.S.L. (FOR ALL OTHER USES)40' B.S.L.VAR. DRAINAGE, UTILITY& ACCESS EASEMENT30' DRAINAGE, UTILITY
& ACCESS EASEMENT
30' DRAINAGE, UTILITY
& ACCESS EASEMENT 30' DRAINAGE, UTILITY& ACCESS EASEMENTDDDDDDDDDDDDDDDDDDDDD D D
DD
D
D D D D D D D D D D D
D
D
DDDDDDDDDD
D
D DDD
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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 HITECTRE G I S T ER
E
D
INDIA 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
SEEDED LAWN WITH
EROSION CONTROL BLANKET
6/27/2024
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
fhISSUED FOR CITY REVIEW04.26.2024WGS1CITY PERMIT REVISIONS06.17.2024WGS2gALLAN 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 HITECTRE G I S T ER
E
D
INDIA 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
6/27/2024