HomeMy WebLinkAboutCourtyard by Marriott Hotel Carmel - Approved Full SetW2
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Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
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CONSTRUCTION PLANS FOR
COURTYARD BY MARRIOTT
13285 ILLINOIS ST.
CARMEL, IN 46032
DOCKET PZ-2024-00044 DP/ADLS
NO SCALE
PROJECT LOCATION
LOCATION MAPAREA MAP
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS NOW
NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM POINT"
LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF CURB, 34
FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
BENCHMARK INFORMATION
LOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENT NUMBER 2006057917 IN THE OFFICE OF THE
RECORDER OF HAMILTON COUNTY.
LAND DESCRIPTION
PLANS PREPARED FOR
SAAMRAJYA, LLC
6809 WEST ST. ANDREWS AVENUE
YORKTOWN, IN 47396
TELEPHONE: (574) 386-4463
CONTACT PERSON: JIM JACOB
EMAIL: JIM.JACOB68@GMAIL.COM
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.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
3.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE
CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.
4.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION
ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.
5.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.
6.IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN
QUALITY CONTROL THROUGHOUT THIS PROJECT.
8.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE
LOCAL STANDARDS.
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.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS
ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS.
12.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 #18057C0206G, DATED
NOVEMBER 19, 2014.
13.BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
SURVEYS & PLAT FOR EXACT INFORMATION.
14.THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE
INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY
MAP VIEWED APRIL 2019.
GENERAL NOTES
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CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / RACHEL KEESLING
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
JIM BLANCHARD
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
TEL: 317/776-8495
HAMILTON COUNTY HIGHWAY DEPT
1700 SOUTH 10TH STREET
NOBLESVILLE, INDIANA 46060
TEL: 317/773-7770
HAMILTON COUNTY HEALTH DEPARTMENT
18030 FOUNDATION DR. SUITE A
NOBLESVILLE, INDIANA 46060
JASON LEMASTER
TEL: 317/776-8500
TRICO REGIONAL SEWER UTILITY
10701 NORTH COLLEGE AVENUE, SUITE A
INDIANAPOLIS, IN 46280-1098
RYAN HARTMAN
TEL: 317/844-9200
DUKE ENERGY
100 SOUTH MILL CREEK RD.
NOBLESVILLE, INDIANA 46060
MATT GROVES
TEL: 317/776-5317
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
CENTERPOINT ENERGY
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES
PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: ERIC CARTER
EMAIL: CARTERE@WEIHE.NET
CITY OF CARMEL STANDARD NOTES
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
DEVELOPER. 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.CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE
EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK
AND ALL ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE
DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY.
7.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.
DESIGN DATA
EXISTING ZONING:MC
ZONING OVERLAY: N/A
TOTAL ACREAGE:3.37 ACRES
NET ACREAGE:3.37 ACRES
DISTURBANCE:1.90 ACRES
BUILDING COVER RATIO:9%
BUILDING SQUARE FOOTAGE: 50,286 SQUARE FEET
IMPERVIOUS COVER RATIO: 59%
SETBACKS:20'-45' WEST, 15' SOUTH
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PROJECT LOCATION
LIGHTING PLAN - BY OTHERS
Sheet List Table
Sheet
Number Sheet Title
C001 TITLE SHEET
C002 GENERAL NOTES
C050 EXISTING CONDITIONS
C100 STORMWATER POLLUSION PREVENTION PLAN PHASE 1
C101 STORMWATER POLLUSION PREVENTION PLAN PHASE 2
C102 STORMWATER POLLUSION PREVENTION PLAN PHASE 3
C103 STORMWATER POLLUSION PREVENTION PLAN
SPECIFICATIONS
C104 STORMWATER POLLUSION PREVENTION PLAN DETAILS
C105 STORMWATER POLLUSION PREVENTION PLAN DETAILS
C200 SITE PLAN
C201 SITE DETAILS
C300 GRADING & FLOOD ROUTING PLAN
C301 DETAILED GRADING PLAN
C600 DRAINAGE PLAN
C601 STORM PLAN & PROFILE
C602 DRAINAGE DETAILS
C800 UTILITY PLAN
C801 UTILITY DETAILS
C802 UTILITY DETAILS
C900 PROJECT SPECIFICATIONS
C901 PROJECT SPECIFICATIONS
C902 PROJECT SPECIFICATIONS
L100 LANDSCAPE PLAN
L200 LANDSCAPE DETAILS
10/27/2025
DEMOLITION PLAN GENERAL NOTES
1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE
OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO
BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY
MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE
INSTALLATION OF THE NEW WORK.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL
EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY
WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL
UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE
CONTRACTOR.
3.UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR
CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO
THE OWNER.
4.ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF
THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF
THE SITE.
5.SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE.
6.ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING.
NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION
PROCESS.
7.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY.
SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION.
8.ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON
THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE
RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE.
9.IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE
CONTACT THE ENGINEER BEFORE CONTINUING WORK.
EROSION CONTROL GENERAL NOTES
1.ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD
AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE
BEDS.
2.INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW
CONTOUR.
3.THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET.
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.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR
FACE OF BUILDING.
9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING
DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING
FROM THESE PLANS.
10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF
APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS
REQUIRED.
11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO
MATCH WITHIN A MIN. OF THREE (3) FEET.
12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON
ACTUAL FIELD LAYOUT COORDINATES.
13.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.
14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING
AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS
EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF
ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE
PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE
NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING.
15.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.
16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY
CORNER MONUMENTS DURING CONSTRUCTION.
17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS.
18.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 FROM ALL AREAS TO RECEIVE PAVING AND FROM
WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL
SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT.
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 PAVED AND/OR BUILDING
AREAS 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
PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO
AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD
COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE
REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT
SECTION 211.
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/
DEVELOPER 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.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE
INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO
NEW FINISH GRADE ELEVATIONS.
19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED
MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23.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.
24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE
WITH STORAGE PIPES.
26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
28.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING
TAP CONNECTION.
29.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND
FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE
WITH PLUMBING DRAWINGS.
30.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
31.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE,
LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
32.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
33.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
34.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION
CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
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EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF
SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER
SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL
REMAIN UNALTERED IN EXCESS OF 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.
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10/24/2025
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Know what's below.
before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
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STORM SEWER 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. 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, FOR STRUCTURAL BACK FILLMEETING THE MATERIAL
REQUIREMENTS OF INDOT, IS REQUIRED OVER ALL UTILITIES IN PAVED AREAS.
REFER TO SHEET C602, FOR STANDARD DRAWING 10-31 FOR MORE
INFORMATION.
15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER
INSTALLATION.
18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO
NEW FINISH GRADE ELEVATIONS.
19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO
REMOVE ALL SILT AND DEBRIS.
20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH
PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED
MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.
23.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.
24.ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR
APPROVED EQUAL.
25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS,
CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE
WITH STORAGE PIPES.
26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8
AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.
27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM
SEWER CONNECTION.
10/27/2025
E(A)
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EXISTING VEGETATION
INCLUDES NATIVE GRASSES
AND MINIMAL LANDSCAPING
EXISTING VEGETATION
INCLUDES NATIVE GRASSES
AND MINIMAL LANDSCAPING
EXISTING VEGETATION
INCLUDES NATIVE GRASSES
AND MINIMAL LANDSCAPING
BENCHMARK INFORMATION
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS NOW
NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM
POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF CURB,
34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
NORMAL POOL = 863.01
(MODELED AS 863.43)
NOTE: 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 #18057C0206G, DATED NOVEMBER 19, 2014.
10 9
a
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Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
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2
EXISTING STORM
STRUCTURES
EXISTING SANITARY
STRUCTURESEXISTING COMMERCIAL
EXISTING VACANT
COMMERCIAL
EXISTING COMMERCIAL
EXISTING COMMERCIAL
EXISTING COMMERCIAL
EXISTING VACANT
COMMERCIAL
10/27/2025
EX. POND
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
DD
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
OHU
131ST STREET
E(A)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
1
2
3
4
4
4
4
7
5
6
7
7
7
7
8
9
10
10
10
IP
IP
IP
IP
IP
IP
4
4
11
5
SD
SD
SD
SD
SD
SD
12
10
10
5
4
13
14
15
7
16
17 10
10
16
7
7
16
12
12
18
19
19
19
19
19
19
19
19
19
20
20
21
22
2123
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SD
SF
SF
SF
SF
SF
SF
SF
24
EXISTING AREAS
TOTAL SITE = 3.37 AC.
DISTURBED = 1.98 AC.
PERVIOUS = 3.27 AC.
IMPERVIOUS = 0.10 AC.
SWPPP PHASE 1 LEGEND
- INLET PROTECTION - ONLY COMPLETELY
BELOW THE GRATE PROTECTION IS ALLOWED
IN THE PUBLIC RIGHT-OF-WAY
- 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.
- INSTALL STRAW WATTLES (GRASS AREA) OR
SILT DIKES (PAVEMENT AREA) AS SHOWN.
CONTRACTOR TO ADD ADDITIONAL MEASURES
AS CONSTRUCTION PHASING AND SITE
CONDITIONS DICTATE
- CONCRETE WASHOUT
- SILT FENCE
- TREE PROTECTION
- LIMITS OF DISTURBANCE
- REMOVAL OF EXISTING ASPHALT
SD
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
SITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS
INSTALL CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C104
INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C104
INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C104
INSTALL TREE PROTECTION. REFER TO DETAIL ON SHEET C104
LIMITS OF PROPOSED BUILDING
REMOVE EXISTING TREE(S) AND VEGETATION
REMOVE EXISTING SIGN(S)
STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND
PORT-O-LET AS NEEDED.
SAWCUT AND REMOVE EXISTING ASPHALT
REMOVE EXISTING HYDRANT. REFER TO SHEET C800 FOR PROPOSED LOCATION.
INSTALL SILT DIKE OR COIR LOG. REFER TO DETAIL ON SHEET C104 & C105.
REMOVE OR ABANDON EXISTING WATER LINE BEYOND VALVE. CAP EXISTING LINE
FOR PROPOSED CONNECTION. REFER TO SHEET C800
REMOVE OR ABANDON EXISTING VALVE, VALVE PIT, METERS, AND METER PITS.
COORDINATE WITH LOCAL UTILITY (CARMEL WATER) FOR REMOVAL AND
ABANDONMENT GUIDELINES
REMOVE EXISTING STRIPING
REMOVE EXISTING STORM SEWER TO LIMITS SHOWN FOR FUTURE CONNECTION
TO PROPOSED MANHOLES. REFER TO SHEET C600.
REMOVE EXISTING SANITARY SEWER TO LIMITS SHOWN FOR PLACEMENT OF
PROPOSED MANHOLE
REMOVE EXISTING LIGHT POLE.
EXISTING MONUMENT (CONTRACTOR TO PROTECT AND PRESERVE THEM)
EXISTING STORM SEWER TO REMAIN AND BE PROTECTED FROM CONSTRUCTION
TRAFFIC. STRUCTURES TO BE REMAIN AND BE ADJUSTED TO PROPOSED GRADE.
EXISTING SANITARY SEWER TO REMAIN AND BE PROTECTED FROM
CONSTRUCTION TRAFFIC.
EXISTING WATER MAIN TO REMAIN AND BE PROTECTED.
EXISTING WATER VALVES ON MAIN
STRAW WATTLE CHECK DAM. REFER TO DETAIL ON C105.
1
2
3
4
5
6
7
8
9
10
LINE TYPES
UNDERGROUND WATER
AERIAL ELECTRIC
RIGHT OF WAY LINE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
W W
E(A)E(A)
SECTION LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
BENCHMARK INFORMATION
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS NOW
NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM
POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF CURB,
34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
11
12
13
14
15
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
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:
PROJECT NO.
SHEET NO.
a
b
c
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5 4 3 2
e
1
f
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SU
B
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31
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10/24/2025
PR
O
J
E
C
T
N
O
.
:
RE
V
I
S
I
O
N
S
A
N
D
I
S
S
U
E
S
DA
T
E
BY
DW
G
N
A
M
E
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DA
T
E
:
W
S
N
E
Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
M
I
T
T
A
L
T
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T
Y
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F
C
A
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06
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1
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16
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2
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0
5
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2
03
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2
0
2
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SS
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L
,
I
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4
6
0
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2
18
19
20
21
22
23
24
10/27/2025
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
DD
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
OHU
131ST STREET
E(A)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
*
IP
IP
IP
IP
IP
IP
IP
IP
SD
SD
SD
SD
SD
SD
SF
SF
SF
SF
SF
SF
SF
SF
SF
WATER QUALITY
HYDRO INTERNATIONAL
5' DIAMETER FIRST DEFENSE
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SD
SF
SF
SF
SF
SF
SF
SF
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
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL
MEASURES REQUIRED AFTER SOIL STRIPPING
AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR
MEASURES REQUIRED UNTIL PROPERTY
TURNED OVER FOR DEVELOPMENT.
COORDINATE WITH SOIL CONSERVATION
DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE
CONDITIONS.
DISTURBED ACREAGE
= 1.98± AC.
LAND DESCRIPTION
LOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENT
NUMBER 2006057917 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY.
BENCHMARK INFORMATION
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS NOW
NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM
POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF CURB,
34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
5 4 3 2
Pa
r
t
o
f
t
h
e
N
W
/
4
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f
S
e
c
t
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n
2
6
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T
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a
1
PR
E
P
A
R
E
D
F
O
R
:
PROJECT NO.
SHEET NO.
a
b
c
d
5 4 3 2
e
1
f
h
SU
B
M
I
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T
A
L
T
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R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
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SWPPP PHASE 2 LEGEND
- INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE
PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY
-STONE FOR ASPHALT PAVEMENT
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SILT FENCE
- INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES
(PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD
ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- SITE DISCHARGE POINT
IP
*
D
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
RIGHT OF WAY LINE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
SECTION LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
SF
SD
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
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SITE PREPARATION / SWPPP PHASE 1 NOTES
EXISTING MONUMENT (CONTRACTOR TO PROTECT AND PRESERVE THEM)1
STRAW WATTLE CHECK DAM
10/27/2025
E
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DELTA=10°10'10"
R=3036.83'
T=270.22'
L=539.01'
CH BRG=N20°36'00"E
CH LEN=538.30'
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WATER QUALITY
HYDRO INTERNATIONAL
5' DIAMETER FIRST DEFENSE
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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
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES
ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE
REQUIRED IN THE FIELD BY THE INSPECTOR.
-NOTE-
THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED
AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE.
COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL
PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH
SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER
MEASURES REQUIRED DUE TO SITE CONDITIONS.
DISTURBED ACREAGE
= 1.98± AC.
SWPPP PHASE 3 LEGEND
- INLET PROTECTION - ONLY COMPLETELY BELOW THE GRATE
PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL
- LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS)
- SILT FENCE
- INSTALL STRAW WATTLES (GRASS AREA) OR SILT DIKES
(PAVEMENT AREA) AS SHOWN. CONTRACTOR TO ADD
ADDITIONAL MEASURES AS CONSTRUCTION PHASING AND
SITE CONDITIONS DICTATE
- SITE DISCHARGE POINT
- MULCH
-RIPRAP, REFER TO SHEET C601 FOR SIZING
IP
*
D
LINE TYPES
UNDERGROUND GAS
EX. UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
RIGHT OF WAY LINE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
SECTION LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
LAND DESCRIPTION
LOT 3 OF CMC PROPERTIES SUBDIVISION SECTION 2 RECORDED AS INSTRUMENT
NUMBER 2006057917 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY.
BENCHMARK INFORMATION
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN DERIVED FROM TRIMBLE VRS
NOW NETWORK GPS REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED "SCHNEIDER RANDOM
POINT" LOCATED APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG. NAIL & WASHER STAMPED "SCHNEIDER RANDOM POINT" SET IN TOP OF
CURB, 34 FEET SOUTHEAST OF NORTHWEST CORNER OF THE SUBJECT
PROPERTY.
ELEVATION 871.51 (NAVD 88)
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10/24/2025
PR
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C
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N
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.
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RE
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Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
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06
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.
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2
4
TA
S
SF
SD
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
SANITARY LATERALSANSAN
W2
2
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5
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UNDERGROUND WATERWW
STRAW WATTLE CHECK DAM
10/27/2025
CrA
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Br
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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.
RULE 6. SPILLS OF OIL AND OTHER
OBJECTIONABLE SUBSTANCES;
REPORTING, CONTAINMENT AND CLEANUP
(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1734)
RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE
327 IAC 2-6.1-1 APPLICABILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE
RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES,
EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE
SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS
TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO
AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER
FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC
2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:
20071219-IR-327070553BFA)
327 IAC 2-6.1-2 SPECIAL AREAS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE
GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST
REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE
COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED
IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO
DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE
EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE
AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA
CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB
25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518;
READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED
MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-3 EXCLUSIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING
REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING
OCCURRENCES:
(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN
APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED
BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS
DOES NOT OCCUR.
(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO:
(A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO
LAND OR WATER; OR
(B) DUST SUPPRESSION MATERIALS.
(3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT
DAMAGE WATERS OF THE STATE.
(4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.
(5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR
OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO
FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE.
(6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY
FUNCTIONING WATERCRAFT.
(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS
BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE
COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25,
1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.:
20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV
21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-4 DEFINITIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC
14-25-7-13; IC 14-25-7-15
SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC
13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265,
AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE:
(1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS,
AND MOLLUSKS.
(2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE
DEPENDENT UPON AN AQUATIC ENVIRONMENT.
(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM,
BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY
PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO
THE WATERS OF THE STATE FROM A SPILL.
(4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE
STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL,
OR INJURIOUS TO:
(A) PUBLIC HEALTH, SAFETY, OR WELFARE;
(B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL
USES; OR
(C) ANIMALS OR AQUATIC LIFE.
(5) "DOWNSTREAM WATER USER" MEANS:
(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D);
(B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE
DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15;
(C) USERS OF RECREATIONAL WATERS; OR
(D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.
(6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT
TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.)
(7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER
STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR
ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR
BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS
UNDER COMMON CONTROL WITH, SUCH PERSON.
(8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR
RIGHT-OF-WAY.
(9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).
(10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY:
(A) RAIL AND MOTOR VEHICLES;
(B) AIRCRAFT;
(C) WATERCRAFT;
(D) PIPELINES; OR
(E) OTHER MEANS OF TRANSPORTATION;
IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY
TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT
FACILITY.
(11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE:
(A) OF A QUANTITY AND A TYPE; AND
(B) PRESENT FOR A DURATION AND IN A LOCATION;
SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES
HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES,
PETROLEUM, AND MIXTURES THEREOF.
(12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL
DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL
PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND
COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES.
(13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR:
(A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE
VIEWING; OR
(B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF
NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE
DEPARTMENT.
(14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS
SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE
REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C.
9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY
UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE,
DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM,
HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR
OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO
IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE
SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL.
(16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING:
(A) THE SPILL IS CONTAINED; AND
(B) FREE MATERIAL IS REMOVED OR NEUTRALIZED.
(17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING
INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS
KNOWN AT THE TIME OF THE REPORT:
(A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON
MAKING THE SPILL REPORT.
(B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT
PERSON IF DIFFERENT FROM CLAUSE (A).
(C) THE LOCATION OF THE SPILL.
(D) THE TIME OF THE SPILL.
(E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED.
(F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR
MAY FURTHER BE SPILLED.
(G) THE DURATION OF THE SPILL.
(H) THE SOURCE OF THE SPILL.
(I) NAME AND LOCATION OF THE WATERS DAMAGED.
(J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE
SPILL.
(K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM
A SPILL RESPONSE.
(L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE
RESPONSE ACTION.
(18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF
WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND
PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW
THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY
PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR
REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO
DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR
FACILITY CAUSES OR THREATENS TO CAUSE WATER
POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25,
1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH
OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.
(2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER
UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY
WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327
IAC 8-4.1 THAT ARE:
(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED
(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS
FIFTY-FIVE (55) GALLONS; OR
(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)
OF THIS RULE.
(3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT:
(A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING
WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR
(B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF:
(I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING
STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE
MICHIGAN;
(II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO
327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B);
(III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A
SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE
MICHIGAN;
OR
(IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA,
NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE
DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL
GOVERNMENT.
(4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1)
THROUGH (3), THE FOLLOWING MUST BE REPORTED:
(A) SPILLS TO SURFACE WATERS:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED
(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A
SHEEN UPON THE WATERS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION
4(11) OF THIS RULE.
(B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED
(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS
FIFTY-FIVE (55) GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION
4(11) OF THIS RULE.
(C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:
(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE
REPORTABLE QUANTITY;
(II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE
THOUSAND (1,000) GALLONS;
OR
(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION
4(11) OF THIS RULE.
(5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.
(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00
P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED
FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16
P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST
BE REPORTED:
(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH
OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.
(2) SPILLS THAT DAMAGE SURFACE WATERS.
(3) SPILLS TO SOIL:
(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS
SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100)
POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;
(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS
FIFTY-FIVE (55) GALLONS;
OR
(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)
OF THIS RULE.
(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER
POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR
1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED
NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY
MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL,
UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS
OF THE STATE, DO THE FOLLOWING:
(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED
MATERIAL FROM ENTERING THE WATERS OF THE STATE.
(2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO
ACCOMPLISH A SPILL RESPONSE.
(3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY,
COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL
MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION:
AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR
OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION
BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE
LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE
PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN
TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES
KNOWN.
(4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT,
OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N.
SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF
THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT.
(5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES,
EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE
FOLLOWING:
(A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST
AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES
OF THE SPILL AND IN THE STATE OF INDIANA;
AND
(B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED
PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT
OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED
FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.:
24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT
20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06
P.M.: 20080625-IR-327080419ACA)
327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE,
EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING
REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER
SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES,
COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF
ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE
SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE
DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION
CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA)
327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION
AUTHORITY: IC 13-14-8-7
AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17
SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN
THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A
LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO
FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION
CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;
READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,
2007, 1:16 P.M.: 20071219-IR-327070553BFA)
W2
2
0
5
9
2
-
C
1
0
2
s
w
p
p
p
s
p
e
c
SEASONAL SOIL PROTECTION CHART
SOILS MAP
SOILS 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.
CrA CROSBY SILT LOAM
0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE
ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE,
MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW
PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES.
THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM
BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS
SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DRAINED
FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM
LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS
SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR
ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.
NO SCALE
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
AREA MAP
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
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before you dig.Call
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STEVEN SCOTT RUCKER P.E. 11300279
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MECHANICAL WATER QUALITY UNIT:
THE MECHANICAL WATER QUALITY UNIT PROVIDES A HIGHLY EFFECTIVE MEANS FOR THE REMOVAL OF SEDIMENT, FLOATING DEBRIS AND FREE-OIL. SWIRL
TECHNOLOGY, OR VORTEX SEPARATION, IS A PROVEN FORM OF TREATMENT UTILIZED IN THE STORMWATER INDUSTRY TO ACCELERATE GRAVITATIONAL
SEPARATION. THE WQU PROVIDES TREATMENT FOR MOST CONTAMINATED FIRST FLUSH, WHILE THE CLEANER PEAK STORM FLOW IS DIVERTED AND
CHANNELED THROUGH THE MAIN CONVEYANCE PIPE. A COMBINATION OF GRAVITATIONAL AND HYDRODYNAMIC DRAG FORCES ENCOURAGES THE SOLIDS TO
DROP OUT OF THE FLOW AND MIGRATE TO THE CENTER OF THE CHAMBER WHERE VELOCITIES ARE THE LOWEST.
CATCH BASINS:
CATCH BASIN/INLET CLEANING AND REPAIR HAS TRADITIONALLY BEEN PERFORMED TO RESPOND TO LOCALIZED FLOODING PROBLEMS IN STREETS. CATCH
BASINS ARE INLETS AT THE CURB WITH A SMALL TRAP (USUALLY SIX INCHES TO ONE FOOT DEEP) BELOW THE SEWER PIPE. THESE DEVICES HELP TO CLEAN
STORM WATER BECAUSE PARTICLES IN STREET RUNOFF SETTLE INTO THE TRAP BEFORE THE WATER ENTERS THE STORM SEWERS. CATCH BASINS REQUIRE
REGULAR CLEANING OF THE SEDIMENT TRAP TO BE. THE INLETS DO NOT TRAP SEDIMENTS AND DON'T NEED CLEANING UNLESS THEY ARE PLUGGED. CLEANING
FOR EITHER CATCH BASINS OR INLETS CAN BE DONE BY HAND (E.G., WITH A CLAMSHELL OR SHOVEL) OR WITH A VACUUM TRUCK.
CONVEYANCE STORM PIPES:
A GOOD RULE OF THUMB IS TO CONDUCT INSPECTION OF STORM DRAIN INLETS, DITCHES, CHANNELS, PONDS AND OTHER TREATMENT FACILITIES AT LEAST
ONCE A YEAR, PRIOR TO THE BEGINNING OF THE RAINY SEASON. COMPLETE INSPECTIONS EARLY ENOUGH SO THAT REPAIRS CAN BE MADE DURING DRY
WEATHER. CATCH BASINS SHOULD BE INSPECTED AT LEAST ONCE EVERY SIX MONTHS. SOME STORM WATER TREATMENT DEVICES, SUCH AS OIL/WATER
SEPARATORS, MAY REQUIRE MORE FREQUENT INSPECTION. FOR THESE, CHECK THE MANUFACTURER'S SPECIFICATION OR OTHER DESIGN GUIDANCE
HANDBOOKS. SEWER PIPES AND CULVERTS SHOULD BE INSPECTED EVERY THREE TO FIVE YEARS, OR IN RESPONSE TO A REPORTED PROBLEM. MOST
AGENCIES INSPECT THEIR SEWER PIPES SIX INCHES OR LARGER WITH A TV CAMERA, AND PIPES 36 INCHES OR LARGER WITH A WALK-THROUGH INSPECTION.
ALL OTHER PARTS OF THE SYSTEM ARE INSPECTED VISUALLY.
LOOK FOR EXCESSIVE SILT BUILD-UP, EROSION, UNUSUAL ALGAL GROWTH, CRACKED OR COLLAPSED PIPES, MISALIGNED JOINTS, AND OTHER SIGNS OF
PROBLEMS SUCH AS A SHEEN ON THE WATER SURFACE, DISCOLORED WATER, OR AN UNPLEASANT ODOR. CHECK WITH PRODUCT MANUFACTURERS OR
STORM WATER HANDBOOKS FOR ADVICE ON WHAT TO LOOK FOR WHEN INSPECTING MORE SOPHISTICATED TREATMENT DEVICES SUCH AS FLOW SPLITTERS
AND DIVERTERS. WHEN A PROBLEM IS NOTED, TAKE STEPS TO CORRECT THE PROBLEM, OR ROUTE THIS INFORMATION IMMEDIATELY TO THE APPROPRIATE
INDIVIDUAL(S) IN YOUR ORGANIZATION WHO CAN RESPOND. IF NEEDED, DEVELOP A GOOD RESPONSE PLAN TO ENSURE QUICK FOLLOW-UP IN THE FUTURE.
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 HOTEL AND EXPAND AN EXISTING PARKING LOT.
A4 - LATITUDE AND LONGITUDE TO THE NEAREST FIFTEEN (15) SECONDS: LAT: 39.978971, LONG: -86.159273
A5 - LEGAL DESCRIPTION OF THE PROJECT SITE: SEE SHEET C101, BOTTOM RIGHT OF PAGE.
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: VACANT LOT, SOUTH: U.S. 31, EAST: COMMERCIAL OFFICE BUILDING, WEST: COMMERCIAL.
A9 - IDENTIFICATION OF A U.S. EPA APPROVED OR ESTABLISHED TMDL: NO REPORT IS NOTED AS OF 3/15/2022 ON WMP AND TMDL REPORTS SEARCH TOOL.
A10 - NAME(S) OF THE RECEIVING WATER(S): WILLIAMS CREEK
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:
WILLIAMS CREEK IS NOT LISTED AS AN IMPAIRED WATERWAY ON 303(D) LIST. THIS PROJECT WILL NOT DIRECT DISCHARGE INTO THE WILLIAMS CREEK.
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, A POND IS ON THE SOUTH PART OF 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 A GRASS FIELD. SURFACE WATER
IS ONSITE, ON THE SOUTH PART OF THE SITE, AND REQUIRES A NATURAL BUFFER.
A16 - EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO INDICATE DRAINAGE PATTERNS: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.
A17- LOCATION(S) WHERE RUN-OFF ENTERS THE PROJECT SITE: RUNOFF DOES NOT ENTER THE SITE FROM ANY DIRECTION. SEE SHEET C100 FOR LOCATION OF
CULVERTS AND CONTOURS OF THE SITE PRE-CONSTRUCTION.
A18 - LOCATION(S) WHERE RUN-OFF DISCHARGES FROM THE PROJECT SITE PRIOR TO LAND DISTURBANCE: SEE SHEET C100 FOR EXISTING TOPOGRAPHY.
EXISTING OUTLET CULVERT IS LOCATED ON THE SOUTHWEST CORNER OF THE EXISTING POND, AND DISCHARGES INTO THE U.S. 31 TRUNK LINE.
A19 - LOCATION OF ALL EXISTING STRUCTURES ON THE PROJECT SITE: SEE SHEET C100 FOR EXISTING CONDITIONS AND ITEMS NOTED FOR DEMOLITION. NO
EXISTING BUILDING EXIST ON THE SITE.
A20 - EXISTING PERMANENT RETENTION OR DETENTION FACILITIES, INCLUDING MANMADE WETLANDS, DESIGNED FOR THE PURPOSE OF STORMWATER
MANAGEMENT: EXISTING DETENTION POND IS LOCATED ON THE SOUTH END OF THE PROJECT SITE. THE EXISITNG DETENTION POND WAS BUILT WITH THE
INTENT OF DETAINING RUNOFF FROM THIS PROJECT SITE UNDER DEVELOPED CONDITIONS.
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: 3.37 AC
A23 - TOTAL EXPECTED LAND DISTURBANCE EXPRESSED IN ACRES: 1.98 AC
A24 - PROPOSED FINAL TOPOGRAPHY: SEE SHEET C300-C301 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 C600-602, C800-801 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 C600 GRADING PLAN FOR OUTFALL OF THE PROPOSED DETENTION BASIN (US31 ROW).
A28 - LOCATION OF ALL PROPOSED SITE IMPROVEMENTS, INCLUDING ROADS, UTILITIES, LOT DELINEATION AND IDENTIFICATION, PROPOSED STRUCTURES, AND
COMMON AREAS: SEE CIVIL PLANS SHEETS FOR PROPOSED SITE IMPROVEMENTS, WHICH INCLUDE A HOTEL, ASSOCIATED PARKING LOT, AND LANDSCAPING.
A29 - LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS: SEE SHEET C100 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 C100 FOR CONSTRUCTION ENTRANCE, WHICH IS LOCATED AT THE
PROPOSED NORTH ENTRANCE. DETAIL IS LOCATED ON SHEET C104.
B3 - SPECIFICATIONS FOR TEMPORARY AND PERMANENT STABILIZATION: SEE TEMPORARY SEEDING SCHEDULE AND NOTES ON DETAIL LOCATED ON SHEET
C104, TOP MIDDLE OF PAGE. ALSO LOCATED ON SHEET C103 IS A SEASONAL SOIL PROTECTION CHART FOR CONTRACTOR GUIDELINES ON SOIL STABILIZATION
METHODS.
B4 - SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOW AREAS: THERE IS ONE SWALE SHOWN ON THE GRADING SHEETS C300-C301. UPON FINAL
GRADING CONTRACTOR TO INSTALL EROSION CONTROL BLANKET, RIPRAP AND SEEDING PER PLAN SHEET C102 AND DETAILS ON SHEETS C104 AND C105.
B5 - SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS: UPON FINAL GRADING, CONTRACTOR TO APPLY SEEDING AT SPECIFIED RATES PER C102 AND
DETAILS ON SHEET C104 AND L200.
B6 - RUN-OFF CONTROL MEASURES: THE POND AND BYPASS PIPE OUTLET TO THE US31 TRUNK LINE. RIPRAP AND EROSION CONTROL BLANKET AS SPECIFIED
ON SHEET C102 MUST BE INSTALLED AFTER FINAL GRADING AND STRUCTURE INSTALLATION.
B7 - STORMWATER OUTLET PROTECTION LOCATION AND SPECIFICATIONS: THE POND AND BYPASS PIPE OUTLET TO THE US31 ROW ARE EXISTING AND WILL
NOT BE DISTURBED.
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 OF THE COMMERCIAL PARK ACCESS ROAD. SEE SHEET C100 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 PARKING AREA.
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 AN UNDERGROUND PIPE
SYSTEM INTO THE WATER QUALITY BMP, PROVIDED BY THE HYDRO INTERNATIONAL 5-FT DIAMETER FIRST DEFENSE MECHANICAL WATER QUALITY UNIT. THE
STORM WATER IS THEN DISPERSED INTO THE WET POND, THEN RELEASED FROM THE SITE BY AN EXISTING 18" DIAMETER PIPE. THE INFORMATION FOR THESE
PRODUCTS ARE BETTER DEFINED IN THE C600 SERIES PLANS AND DETAILS. ADDITIONAL WATER QUALITY MEASURES WILL BE IMPLEMENTED BY THE SITE
OWNER AS PART OF THEIR SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN.
C3 - PLAN DETAILS FOR EACH STORMWATER MEASURES: SEE SHEET C608 FOR THE DETAIL OF THE PROPOSED WATER QUALITY BMP AND ASSOCIATED BYPASS
STRUCTURES AND OUTLET CONTROL.
C4 - SEQUENCE DESCRIBING STORMWATER MEASURE IMPLEMENTATION: THE WATER QUALITY BMP 5-FT DIAMETER FIRST DEFENSE WILL BE INSTALLED
DURING THE STORM SEWER INSTALLING OF THE PROJECT. SEE SEQUENCE DESCRIBED ABOVE. 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: AN OPERATION MANUAL IS SUPPLIED WITH THESE PLANS.
C6 - ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES: THE PROJECT SITE
OWNER, SAAMRAJYA LLC, WILL BE RESPONSIBLE FOR ONGOING OPERATION AND MAINTENANCE OF THE POST-CONSTRUCTION STORMWATER MEASURES.
10/27/2025
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
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"
4"
WOOD OR METAL
STAKES TO SECURE
THE STRAW BALES
(TWO PER BALE)
POLYETHYLENE LINING 10
MIL. EXTENDING OVER
BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
METAL PINS OR STAPLES
TO SECURE THE
POLYETHYLENE LINING
TO THE STRAW BALES
CONCRETE
WASHOUT
WOOD POST 3"x3"x8'
BLACK LETTER 6" HEIGHT
3/8" TREATED
PLYWOOD 48"x24"
PAINTED WHITE
0.5" LAG SCREWS
INSTALLATION
1.UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION
PLAN TO INSTALL THE SYSTEM.
2.DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL
THE CONTAINMENT SYSTEM.
3.A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND
OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE
LINING.
4.INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING
SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED
SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL
TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING
SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS.
5.PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO
CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.
6.PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT
FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF
WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).
7.INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
8.POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED
LOCATIONS.
9.WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH
PAD FOR CONCRETE WASHOUT SYSTEMS.
10.USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE.
HIGH
VISABILTIY
PLASTIC
MESH FENCE
COIR LOG (FIBER ROLL)
3'
3'
PLAN
1.ACTUAL LAYOUT DETERMINED IN
FIELD.
2.THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30FT. OF THE TEMP. CONCRETE
WASHOUT FACILITY.
SECTION
CONCRETE WASHOUT
8"8"
8"X4" TRENCH TO BE
BACKFILLED AND COMPACTED
POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST
FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING
FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
LOAD SLOPE
LESS THAN 2%
2 TO 5%
5 TO 10%
10 TO 20%
MORE THAN 20%
MAX. DISTANCE ABOVE FENCE
100 FT.
75 FT.
50 FT.
25 FT.
15 FT.
(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
WITHOUT WIRE SUPPORT WITH WIRE SUPPORT
(NO SCALE)
FLOW
FINISH GRADE
UNDISTURBED
GROUND
FLOW
FINISH GRADE
UNDISTURBED
GROUND
NOTES:
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.
SWPPP INFORMATION SIGN
COPY
OF
NOI
COPY OF
IDEM
NOTICE OF
SUFFICIENCY
SWPPP INFORMATION
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
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.
3"
M
I
N
.
3"
M
I
N
.
COPY
OF
DRAINAGE
APPROVAL
LETTER
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
COPY
OF
CONSTRUCTION
SITE
NOTICE AS
APPLICABLE
(NO SCALE)
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.
SHEET 1 OF 1
DRAWN
CHECKED
QA
MFG
APPROVED
DWG NOSIZE
SCALE
REV
REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
ALL PRODUCTS MANUFACTURED
BY INLET & PIPE PROTECTION, INC
DISTRIBUTED BY ADS
WWW.INLETFILTERS.COM
(866) 287-8655 PH
(630) 355-3477 FX
INFO@INLETFILTERS.COM
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3.REPLACE GRATE
STANDARD 2"
OVERFLOW
AREA 11 GAUGE STEEL SUSPENSION SYSTEM
IPP 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.) @ 10.0' O.C.
12" MIN. DEEP FROM GRADE
12" FILTREXX
SILTSOXX 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.
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.2).
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) - 20' MINIMUM OR FULL WIDTH
OF ENTRANCE/EXIT DRIVE,
WHICHEVER IS GREATER.
TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
SMALL SITES - LESS THAN TWO ACRES (NO SCALE)
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
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*REFER TO SHEET L200 FOR PERMANENT SEEDING
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10/27/2025
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"
(
1
5
C
M
)
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
(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
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APRON ON THIS
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SHALL BE FOLDED
UNDER THE DIKE
SECTION 20" AND
GLUED DOWN
CONSTRUCTION
AREA
SECTION A-A
DIKE PLAN VIEW
APRON
ADHESIVE
FLOW
ADHESIVE
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NOTES
1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS
AND FIRM CONTACT WITH PAVEMENT.
2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED
EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND
EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS.
ADHESIVE SHALL BE PLACED WHERE THE UNITS
OVERLAP AND A 20" STRIP ALONG BOTH EDGES.
FLOW
OVERLAP PER
MANUFACTURER'S
RECOMMENDATIONS
SILT DIKE
(ON EXISTING PAVEMENT)
(NO SCALE)
EXISTING CONCRETE OR
ASPHALT PAVEMENT
MAINTENANCE
1) AFTER EACH STORM EVENT AND AT WEEKLY INTERVALS, INSPECT THE SILT DIKES AND LEVEL OF SEDIMENT PRESENT
UPSTREAM OF THE DIKE.
2) IF THE SEDIMENT IS 1/2 THE HEIGHT OF THE DIKE, REMOVE SEDIMENT AND DISPOSE OF IN AN APPROVED LOCATION.
4) INSPECT DIKE TO ENSURE STORMWATER FLOW IS NOT FLOWING AROUND OR UNDER THE DIKE.
5) REPLACE SATURATED OR REPAIR TORN OR DAMAGED DIKES AS REQUIRED.
INSTALLATION
1) INSTALL SILT DIKE PER THE PLAN LOCATIONS.
2) INSTALL DIKE ON PAVEMENT SURFACE PER MANUFACTURERS RECOMMENDATIONS AND INSURE GOOD CONTACT WITH THE
ASPHALT SURFACE WITH NO VOIDS UNDER FABRIC.
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ON PLANSSWALE GRADE AS SHOWN
12" STRAW WATTLE OR COIR LOG
(NO SCALE)
INSTALLATION
1. TRENCH IN 3 INCH DEPTH.
2. ANCHOR WATTLE OR COIR LOG WITH HARDWOOD STAKES AT 24 INCHES ON
CENTER OR MANUFACTURER'S RECOMMENDATION. SECURE WATTLE OR COIR LOG
TO STAKES WITH TWINE.
3. ALL SPLICES SHALL BE MADE WITH A CONNECTOR SUPPLIED BY WATTLE
MANUFACTURER OR BY OVERLAPPING 24 INCH WATTLE LOG.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS.
_ IF MESH OR 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 REACHES ONE-HALF THE HEIGHT OF THE
WATTLE 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.
STRAW WATTLE CHECK DAM
2"x2" HARDWOOD STAKES
18" MIN.
10/27/2025
131ST STREET
14
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DELTA=10°10'10"
R=3036.83'
T=270.22'
L=539.01'
CH BRG=N20°36'00"E
CH LEN=538.30'
EX. POND
4
14
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P4
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B2
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H6
H6
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H3
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H8
H7
H9
A3
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S2
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H7
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S3
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P3
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H1
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B2
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H5
H2
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H2
H8
H8
H4
H4
H4
TYP.
TYP.
TYP.
TYP.
H6
P2
H2
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P1
P1
P1
P1
P1
P2
H1
P3
A1TYP.
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PARKING SPACES
PROVIDED INSIDE BUILDING
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10/24/2025
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Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
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I
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A
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06
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3
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2
4
TA
S
SITE DATA
SITE AREA = 3.37 AC
BUILDING AREA TOTAL=50,321 SF
PERCENT IMPERVIOUS = 59%
MAX LOT COVERAGE = 80%
ZONING = MC
REAR YARD BSL REQUIRED = 20 FT
REAR YARD BUFFER = 15 FT
SIDE YARD BSL REQUIRED = 15 FT
SIDE YARD BUFFER = 20 FT
PARKING REQUIRED:
PARKING REQUIREMENT: 1 PER HOTEL ROOM,
PLUS 1 PER EMPLOYEE LARGEST SHIFT, 4.
PARKING REQUIRED = 106 SPACES
PARKING DIMENSIONS = 9'x18', 9'x20'
BIKE PARKING REQUIRED
SHORT TERM = 4 SPACES (6 PROVIDED)
LONG TERM = 7 SPACES WITHIN BUILDING
PARKING PROVIDED:
81 - NEW STANDARD SPACES
6 - NEW ADA SPACES
87 - TOTAL NEW SPACES
19 - EXISTING CROSS ACCESS SPACES
REMAINDER OF REQUIRED PARKING IS
SATISFIED BY RECIPROCAL PARKING
AGREEMENT (DMS 4483639v3) FOR THE ENTIRE
CMC DEVELOPMENT.
SITE PLAN NOTES
PAVEMENT
STANDARD DUTY ASPHALT PAVING
STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS
CONCRETE APRON AROUND STORM AND SANITARY
STRUCTURES IN PAVED AREAS. REFER TO SHEET C602 FOR
DETAIL.
MATCH EXISTING PAVEMENT
HARDSCAPE
6" STRAIGHT CURB
INTEGRAL WALK AND CURB
MATCH EXISTING CURB
TAPER CURB WITHIN 3 FEET
CONCRETE PARKING BARRIER
CONCRETE SIDEWALK
ACCESSIBLE RAMP
PAVEMENT FLUSH WITH SIDEWALK
TRANSFORMER PAD LOCATION
CONCRETE FLUME THROUGH CURB. REFER TO SHEET C201
FOR DETAIL.
BUILDING ACCESSORIES
DUMPSTER ENCLOSURE. SEE STRUCTURAL DRAWING BY
OTHERS.
CANOPY. SEE STRUCTURAL DRAWING BY OTHERS.
ACCESSORIES
BOLLARD. SEE STRUCTURAL DRAWING BY OTHERS.
LIGHT POLE AND BASE
EXISTING LIGHT POLE AND BASE
BIKE PARKING. REFER TO SHEET C201 FOR DETAIL.
SIDEWALK HANDRAIL. REFER TO SHEET C201 FOR DETAIL.
SIGNAGE & MARKINGS
ACCESSIBLE PARKING SPACE
PEDESTRIAN CROSSWALK
4" PAINTED WHITE SOLID LINES (TYP)
H1
H2
H3
H4
H5
H6
H7
H8
H9
B1
B2
A1
A2
A3
S1
S2
S3
P1
P2
P3
P4
ORNAMENTAL LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
RIGHT OF WAY LINE
EASEMENT LINE
TREELINE
BUILDING SETBACK LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
ELECTRIC METER
BOLLARD
PARKING WHEEL STOP
ACCESSIBLE SPACE
CURB INLET
SQUARE INLET
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (2 HEAD)
CONCRETE PAVEMENT
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION12PARKING COUNT
STANDARD DUTY ASPHALT
PAVEMENT
SITE PLAN LEGEND
UTILITIES
ABBREVIATIONSOTHER
LINE TYPES
SECTION LINE
H10
CONCRETE WALK
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.
A4
A5
SECTION LINE
10/27/2025
ACCESSIBLE PARKING
SYMBOL DETAIL
STANDARD DUTY CONCRETE PAVING SECTION
STANDARD DUTY ASPHALT PAVING SECTION
CURB JOINT DETAIL
(NO SCALE)
4"-#53 AGGREGATE (INDOT)
6" CONC. (4000 PSI)
W/FIBER ADDITIVE
(NO SCALE)
6"-#53 AGGREGATE (INDOT)
2.5"-HMA 19.0MM BASE
1.5"- HMA 9.5MM SURFACE
10" DIA.
18
"
1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
PIPE BOLLARD DETAIL
(NO SCALE)
PARKING BARRIER
(NO SCALE)
50' MAXIMUM
5°
20°
PRECAST CONC. PARKING
BARRIER WITH 2-#3 REBARS
USE 4000 PSI CONC.
BEVELED
E
D
G
E
#5 REBAR 1'-6"
WITH 3/4" HOLE CAST
FACE OF C
U
R
B
O
R
EDGE OF A
S
P
H
A
L
T
30"
6.0'
7 5/8"
0.5'
14" DIA. CONCRETE FOOTING
SEALANT
SLOPE TO DRAIN
PAVING
6"DIA. SCHEDULE
40 STEEL ROUND
PIPE
FILL PIPE FULL W/ CONCRETE
ROUND TOP TO DRAIN
4" TYP.
4"
3'
-
6
"
5'-
0
"
HE
I
G
H
T
O
F
S
Y
M
B
O
L
:
MI
N
I
M
U
M
=
2
8
"
SP
E
C
I
A
L
=
4
1
"
WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
3"
3"
(NO SCALE)
CURB TAPER DETAIL
END OF CURB
PAVEMENT
6" STANDING CURB
SECTION VIEW
PLAN VIEW
3'-0"6" STANDINGCURB TAPER PAVEMENT
END OF CURB
1"
PEDESTRIAN CROSSWALK
(NO SCALE)
NOTES:
·CONTRACTOR SHALL PROPERLY RE-ALIGN STOP BARS AND OTHER PAVEMENT
MARKERS AS NECESSARY TO INSTALL CROSSWALK.
·CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL
STANDARDS.
·STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED
WHITE.
·CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY.
2'-
0
"
2'-
0
"
2'-
0
"
SP
C
.
6'-0"
8' MIN. VAN
(6' MIN. CAR)8'8'
ACCESSIBLE PARKING SPACES
NOTE:
ALL PAINT TO BE BLUE NON-SKID SURFACE
APPLICATION OF CILICA SAND OR GLASS BEAD BY
METHOD OF MIXTURE AND OR BROADCASTING.
PROPOSED ADA SIGNS
ON 3" DIAMETER POST
(SEE SIGN DETAILS)
VA
R
I
E
S
(NO SCALE)
24"30" Min. (Typ.)
1.9"
7.5"
36"
18"
36"
72"
30"
24" (Min.)
A-A
B-B
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE PARKING DETAIL
(NO SCALE)
60"
24"
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
PREPARED SUBGRADE COMPACTED PER INDOT
STANDARD SPECIFICATIONS. MAY REQUIRE
TREATMENT BEFORE PAVING.
3'7'7'
R2
'
R2'
6" CURB
CONCRETE FLUME
(NO SCALE)
6" CURB
R2'R2'
STANDARD DUTY
CONCRETE
STANDARD DUTY ASPHALT
10 9
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A
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:
PROJECT NO.
SHEET NO.
a
b
c
d
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e
1
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10/24/2025
PR
O
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E
C
T
N
O
.
:
RE
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DA
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:
STEVEN SCOTT RUCKER P.E. 11300279
RE
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CONCRETE FOOTER
RAIL AND FOOTING DETAIL
(NO SCALE)
ADJACENT GRADE
8"
36"
12"
21"
42"
HANDRAIL
BASE COVER
1"X1" CHAMFER
CAST-IN-PLACE SLEEVE
COMPACTED SUBGRADE
4" COMPACTED #53 STONE
GRAVEL BASE
CONC. WALK
ALUM. RAILING-PAINTED
PER OWNER REQUEST.
GROUT AND WATERPROOF
AT CAST IN PLACE SLEEVE.
EXPANSION
JOINT WITH
WATERPROOFING
10/27/2025
E
E
E
E
E
G
G
G
G
G
C
C
C
C
C
C
C
C
C
C
C
C
G
G
G
G
G
G
EX. POND
SA
N
SA
NSAN
E
E
E
E
W
W
W
W
W
W
W
W
W
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
DD
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
OHU
131ST STREET
E(A)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
ADJUST INLET CASTING TO
PROPOSED GRADE
LIMITS OF 100-YEAR
CLOGGED INLET
ELEV=870.30
LIMITS OF 100-YEAR
CLOGGED INLET
ELEV=870.80
LIMITS OF 100-YEAR
CLOGGED INLET
ELEV=870.75
ADJUST INLET
CASTING TO
PROPOSED GRADE
PER MASTER PLAN, THIS IS THE SPILL
OVER POINT IF PONDING COULD NOT
REACH THE PROPOSED SITE TC=870.83
PER MASTER PLAN, THE PONDING
WILL FOLLOW THIS PATH ON TO
THE PROPOSED SITE.
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
5 4 3 2
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:
PROJECT NO.
SHEET NO.
a
b
c
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10/24/2025
PR
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C
T
N
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.
:
RE
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I
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I
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Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
M
I
T
T
A
L
T
O
C
I
T
Y
O
F
C
A
R
M
E
L
06
.
1
3
.
2
0
2
4
TA
S
GENERAL NOTES
1.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 #18057C0206G, DATED NOVEMBER
19, 2014.
BENCHMARK DATA
VERTICAL DATUM: NAVD 88 (GEOID 12B)
SITE TEMPORARY BENCHMARKS (TBM) ORIGIN
DERIVED FROM TRIMBLE VRS NOW NETWORK GPS
REFERENCE STATION IN_HAMC
TBM 500:
A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED
"SCHNEIDER RANDOM POINT" LOCATED
APPROXIMATELY CENTER OF SUBJECT PROPERTY.
ELEVATION 871.94 (NAVD 88)
TBM 501:
MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOM
POINT" SET IN TOP OF CURB, 34 FEET SOUTHEAST OF
NORTHWEST CORNER OF THE SUBJECT PROPERTY.
ELEVATION 871.51 (NAVD 88)
EXISTING AREAS
PERVIOUS = 3.27 AC.
IMPERVIOUS = 0.10 AC.
PROPOSED AREAS
PERVIOUS = 1.38 AC.
IMPERVIOUS = 1.99 AC.
18" RCP OUTLET
DISCHARGE SUMMARY
PEAK DISCHARGE (CFS)
RETURN PERIOD
10 YR.
100 YR.
6.12
ALLOWABLE ACTUAL W/OFFSITE
30.59 8.51
NET SITE ACREAGE (MINUS ROW)
OFF-SITE ACREAGE
DETENTION VOLUME REQUIRED
DETENTION VOLUME PROVIDED
8.22 ACRES
1.20 ACRES US 31
127,200 CF
221,267 (existing) CF
ORNAMENTAL LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
ELECTRIC METER BOLLARD
SIGN
PARKING WHEEL STOP
ACCESSIBLE SPACE
CURB INLET
SQUARE INLET
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (2 HEAD)
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
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
EXISTING STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
G G G
W W
E(A)E(A)
E E E
C C C
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
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. 12" ABOVE ADJACENT
ROADWAY.
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. 2-FEET ABOVE THE SPILLWAY ELEVATION OF
THE DETENTION FACILITY AND 1-FOOT ABOVE THE
LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE.
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
2 YR.NOT IN REPORT
PROVIDED
FROM 2002
4.74
EXISTING STORM
STRUCTURES
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
STORM SEWER MAIN
W2
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PONDING LIMITS
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.10/27/2025
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
C
C
C
C
C
C
C
C
C
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C
C
C
C
C
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C C C
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SA
N
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N
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W
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W
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W W W W W W W W
W
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D D D D D D D D
D
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D D D D D D D
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W W W W
W
W
W
W
W
W
W
W
W
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W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
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
ABBREVIATIONS
W S
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ORNAMENTAL LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
POST INDICATOR VALVE
WATER METER
WATER VALVE
GAS METER
ELECTRIC METER
BOLLARD
PARKING WHEEL STOP
ACCESSIBLE SPACE
CURB INLET
SQUARE INLET
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (2 HEAD)
GRADING PLAN LEGEND
UTILITIES
OTHER
LINE TYPES
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
EXISTING STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
G G G
W W
E(A)E(A)
E E E
C C C
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
EXISTING INDEX CONTOUR
EXISTING INTERMEDIATE CONTOUR
STORM SEWER MAIN
10 9
a
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PROJECT NO.
SHEET NO.
a
b
c
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5 4 3 2
e
1
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10/24/2025
PR
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J
E
C
T
N
O
.
:
RE
V
I
S
I
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S
A
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D
I
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S
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DA
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BY
DW
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DE
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DR
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B
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:
CH
E
C
K
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B
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:
DA
T
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:
Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
M
I
T
T
A
L
T
O
C
I
T
Y
O
F
C
A
R
M
E
L
06
.
1
3
.
2
0
2
4
TA
S
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.
10/27/2025
131ST STREET
E(A)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
G
G
G
G
G
C
C
C
C
C
C
C
C
C
C
C
C
S61
°
2
3
'
4
8
"
E
2
2
2
.
1
8
'
S28°40'59"W 192.79'
S61
°
1
9
'
0
1
"
E
3
0
7
.
8
5
'
S30
°
3
7
'
3
1
"
W
4
1
.
7
1
'
S72°09'42
"
W
1
2
3
.
1
8
'
S89°03'11"W 423.55'
DELTA=10°10'10"
R=3036.83'
T=270.22'
L=539.01'
CH BRG=N20°36'00"E
CH LEN=538.30'
G
G
G
G
G
G
EX. POND
SA
N
SA
NSAN
E
E
E
E
W
W
W
W
W
W
W
W
W
OHU
2
2
1
2
2
2
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
100
101
102
5250
5254
5255
TOP OF
CASTING
871.09
870.06
870.87
870.20
869.98
869.65
STRUCTURE
TYPE
48" STORM MANHOLE
48" STORM MANHOLE
5' DIA. FIRST DEFENSE
PAVED INLET, BOX STRUCTURE
EXISTING AREA INLET
EXISTING AREA INLET
CASTING TYPE
R-1772
R-1772
PER MANUFACTURER
R-3405
EXISTING
EXISTING
INVERT
INV IN (NW)= 864.15 (18" RCP)
INV OUT (S)= 864.05 (18" EX. STM)
INV IN (NE)= 864.45 (18" RCP)
INV OUT (SE)= 864.35 (18" RCP)
INV IN (NE)= 864.88 (18" RCP)
INV OUT (SW)= 864.88 (18" RCP)
INV IN (NE)= 865.05 (18" RCP)
INV OUT (SW)= 864.95 (18" RCP)
INV IN (SE)= 865.52 (15" EX. STM)
INV OUT (SW)= 865.45 (18" RCP)
INV OUT (NW)= 865.71 (15" EX. STM)
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
100
101
102
5250
5250
5254
DOWNSTREAM
STRUCTURE
100
101
102
5254
5255
SIZE
18"
18"
18"
18"
18"
15"
MATERIAL
EX. STM
RCP
RCP
RCP
RCP
EX. STM
LENGTH
40'
42'
101'
17'
96'
91'
SLOPE
0.52%
0.48%
0.42%
0.40%
0.42%
0.21%
10 9
a
b
c
d
8 7 6
e
f
g
h
10 9 8 7 6
5 4 3 2
Pa
r
t
o
f
t
h
e
N
W
/
4
o
f
S
e
c
t
i
o
n
2
6
,
T
o
w
n
s
h
i
p
1
8
N
o
r
t
h
,
R
a
n
g
e
3
E
a
s
t
,
C
l
a
y
T
o
w
n
s
h
i
p
,
H
a
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t
o
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y
,
I
n
d
i
a
n
a
1
PR
E
P
A
R
E
D
F
O
R
:
PROJECT NO.
SHEET NO.
a
b
c
d
5 4 3 2
e
1
f
h
SU
B
M
I
T
T
A
L
T
O
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03
.
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0
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0
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4
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2
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2
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10/24/2025
PR
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N
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.
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Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
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TA
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DRAINAGE PLAN NOTES
HYDRO INTERNATIONAL 5' DIAMETER FIRST DEFENSE, REFER TO
SHEET C602.
4" SUBSURFACE DRAINS, PERFORATED DUAL WALLED HANCOR HQ
OR EQUIVALENT.
1
2
SIGN
PARKING WHEEL STOP
ACCESSIBLE SPACE
DRAINAGE PLAN LEGEND
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.
ORNAMENTAL LIGHT
STREET LIGHT
UTILITY POLE
TRANSFORMER
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
LIQUID PROPANE GAS TANK
MONITORING WELL
CURB INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
GUT GUTTER
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
UTILITIES
ABBREVIATIONS
OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
G G G
W W
E(A)E(A)
E E E
C C C
OHU OHU
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTMSTM
SUB SURFACE DRAIN
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EXISTING STORM
STRUCTURES
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.
FOR STRUCTURE DETAILS, REFER TO SHEET C602
10/27/2025
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
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G
G
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C
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W
STORM 1
855
860
865
870
875
880
855
860
865
870
875
880
STREET LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
PARKING WHEEL STOP
ACCESSIBLE SPACE
CURB INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (2 HEAD)
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
STORM SEWER PLAN
AND PROFILE LEGEND
UTILITIES
ABBREVIATIONS
OTHER
LEGEND
EXISTING GRADE
FINISHED GRADE
-NOTE-
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL
CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION
TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS
SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT
FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO
AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
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10/24/2025
PR
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E
C
T
N
O
.
:
RE
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I
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:
W
S
N
E
Know what's below.
before you dig.Call
R
PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
RE
S
U
B
M
I
T
T
A
L
T
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2
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.
HYDRUALIC GRADE LINE
"B" BORROW BACKFILL
PER CARMEL SPECS
10/27/2025
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
0-45 DEGREES
FINISH GRADE OR PAVEMENT
MANHOLE (DIA. "F")
PIPES ENTERING/
LEAVING AT
45-90 DEGREES
PIPE SIZE
(DIA. "G")
CASTING FRAME & COVER AS SPECIFIED
ASPHALTIC MASTIC OR BUTYL
RUBBER SEAL BETWEEN ALL
JOINTS.
STANDARD PRECAST
MANHOLE CAP OR ECCENTRIC
CONE. (UP TO 24" PIPE.)
FULL HEIGHT MANHOLE
STEPS AS REQUIRED.
CONCRETE REDUCER CAP
PRECAST CONC.
ADJUSTER RINGS, IF
NEEDED (12 MAX.)
BENCHWALLS AT MINIMUM 12" PERFOOT
SLOPE. BENCHWALLS TO BE
CONSTRUCTED TO SPRINGLINE OF PIPE.
INVERT ELEVATION
BASE SHALL BE POURED IN
PLACE OR PRECAST. BOTH
SHALL HAVE #4 BARS-12"
O.C. BOTH WAYS.
BASE SET ON 6"
OF #8 OR #2
STONE
DIAMETER "G"
DIAMETER "F"
4'-0" DIA.
24" DIA.
24
"
D
I
A
.
PREFORMED HOLE TO
MAX OF PIPE O.D. + 6"
WITH NON-SHRINK
CEMENT GROUT
NOTE
MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL
REINFORCING OR AN APPROVED NON-CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER
POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH
DEFORMED 38" MIN. DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF
ASTM A-615, GRADE 60. NON-COATED CAST IRON STEPS ARE NOT ACCEPTABLE.
UP TO
60 DEGREES
16" (TYP.)
5"
6"
NOTE
·MANHOLE CONFORMS TO
ASTM C-478
·NO BRICK OR BLOCK WILL BE
ALLOWED IN MANHOLE
·O-RING GASKET ASPHALTIC
MASTIC OR BUTYL RUBBER
SEAL BETWEEN MANHOLE
JOINTS
3"MIN.
3"MIN.
6" for 48" Dia
8" for > 48" Dia
(NO SCALE)
STANDARD STORM MANHOLE
12"-21"
24"
27"-30"
33"-36"
42"
48"
54"
60"
66"N/A
N/A
N/A
84"
72"
60"
60"
48"
48"48"
60"
60"
72"
84"
96"
N/A
N/A
N/A 96"
96"
96"
N/A
N/A
N/A
N/A
N/A
N/A
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.
OUTLET EROSION CONTROL PROTECTION
DRAIN PIPE WITH
FLAIRED END
SECTION
DEPTH OF RIP-RAP AS
INDICATED ON PLAN 12"
MINIMUM
AW
=
FE
E
T
GEOTEXTILE FABRIC
OR WELL GRADED
AGGREGATE
AT= FEET
AL= APRON LENGTH
AT= APRON THICKNESS
AW= APRON WIDTH
STONE PLACED AROUND
END OF DRAIN PIPE TO
PREVENT SLOPE EROSION
AND UNDERCUTTING OF
THE PIPE
ENERGY DISSIPATER (OUTLET PROTECTION)
1.DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING
CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR
FOUNDATION PREPARATION.
2.EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION
TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP.
3.COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF
SURROUNDING UNDISTURBED SOIL MATERIAL.
4.SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING.
5.PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION
AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION.
6.INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION
PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS
WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE
CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
7.IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY
LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE
UNDAMAGED AREAS BY AT LEAST 12 INCHES.
8.CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS
MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND
SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER
CONVEYANCE STRUCTURE.)
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN
CALENDAR DAYS.
_ INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT
FINISHED GRADE.
_ CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR
IMMEDIATELY.
_ CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY.
REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL
AT=1.5' X D50 15" OR
LESS, 1.2' X D50 15"
OR LARGER STONE.
PIPE SIZE
(D50)
(NO SCALE)
AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH
8 IN.
12 IN.
18 IN.
24 IN.
30 IN.
36 IN.14 IN.
12 IN.
10 IN.
8 IN.
5 IN.
3 IN.2 TO 3 FEET
3 TO 4 FEET
4 TO 6 FEET
6 TO 8 FEET
8 TO 10 FEET
10 TO 12 FEET 16 TO 32 FEET
14 TO 28 FEET
12 TO 22 FEET
8 TO 18 FEET
6 TO 12 FEET
5 TO 7 FEET
SIDE
AL= FEET
DITCH BED
PLAN
AL= FEET
RIP-RAP
DI
A
.
DI
A
.
DI
A
.
TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS
SUB-SURFACE
UNDERDRAIN TILE
SECTION
18
"
M
I
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.
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PAVED INLET, BOX STRUCTURE
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"
SL
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SL
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6" CONCRETE
CL
CL
TOP OF CASTING ELEVATION E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405
OR EQUAL
CLASS "A" CONCRETE
SECTION A-A
INLET SET ON 6" BASE OF #8 STONE
NOTES:
1. 6" CONCRETE PRECAST OR POURED IN PLACE.
2. REFER TO BEDDING DETAIL AS REQUIRED
3. VAR. PIPE SIZE
21" MAX STRAIGHT CONNECTIONS
15" MAX SKEW CORNER CONNECTIONS
4. MIN. 6" FLAT TOP WITH 24" SQUARE OPENING
5. PIPE CONNECTION TO BE SEALED WITH NON-SHRINK GROUT.
6. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED
BY A SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF
THE CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX.
7. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET.
8. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED
2 REBAR #5
3.5' EA. WALL
ADJUSTING RING AS
REQUIRED
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)
10/27/2025
131ST STREET
E(A)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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OHU
GENERAL UTILITY NOTES
1.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.
2.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.
3.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.
4.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY
AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.
5.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH
O.S.H.A. STANDARDS FOR WORKER SAFETY.
6.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR
WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.
7.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.
8.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.
9.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.
10.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.
11.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,
PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER
MANAGEMENT TO CONTROL MOISTURE OF SOILS.
12.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED
AREAS.
13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT
AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.
14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING
TAP CONNECTION.
15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND
FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE
WITH PLUMBING DRAWINGS.
16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH
LOCAL UTILITIES.
17.COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT
POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM.
18.COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND
INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY.
19.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH
PLUMBING DRAWINGS.
20.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE
INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION.
21.SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION
CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN.
22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES
SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.
23.PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN
SANITARY/WATER/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL
CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18".
24.ALL DETAILS & SPECS FOR WATER NEED TO BE CARMEL UTILITY DETAILS AND
SPECS.
25.ANY EXISTING FIELD TILE ENCOUNTERED DURING THE CONSTRUCTION SHALL BE
ALSO INCORPORATED INTO THE PROPOSED STORMWATER DRAINAGE SYSTEM
OR TIED TO AN ACCEPTABLE OUTLET.
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO PROPOSED
SANITARY SEWER MANHOLE. COORDINATE CONNECTION WITH MEP.
PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS
REQUIRED.
EXISTING 8" SANITARY SEWER.
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (IN PAVED AREAS
OUTSIDE OF 3' OF BUILDING). REFER TO DETAIL ON SHEET C801.
1000 GALLON GREASE INTERCEPTOR. REFER TO DETAIL ON C801.
SAMPLING BOX. REFER TO DETAIL ON C802.
PROPOSED MANHOLE ON EXISTING SANITARY MAIN
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN UNPAVED
AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET C801.
WATER SERVICE NOTES:
COORDINATE AND CONNECT 6" WATER SERVICE LINE TO EXISTING 6"
WATER MAIN.
COORDINATE CONNECTION OF DOMESTIC SERVICE LINE AND FIRE
SERVICE LINE WITH PLUMBING DRAWINGS.
COORDINATE CONNECTION OF DOMESTIC METER LOCATION WITH
LOCAL SERVICE PROVIDER. 4" WATER METER SET W/ BACKFLOW
PREVENTION INSIDE THE BUILDING ANTICIPATED.
EXISTING FIRE HYDRANT.
PROPOSED FIRE HYDRANT ASSEMBLY. REFER TO DETAIL ON SHEET
C801.
PROPOSED POST INDICATOR VALVE (PIV).
PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ.
PROPOSED 6" WATER VALVE. REFER TO DETAIL ON SHEET C801.
PROPOSED 6" PVC FIRE SERVICE LINE.
PROPOSED 4" DOMESTIC SERVICE LINE.
CONTRACTOR SHALL POTHOLE AND LOCATE EXISTING LINE BEFORE
ANY WATER LINE CONSTRUCTION BEGINS. CONTRACTOR SHALL
CONFIRM WITH CARMEL WATER THAT LINE EXISTS AND IS IN
WORKING ORDER. UPON COMPLETION OF CONSTRUCTION, THE
CONTRACTOR SHALL SUBMIT AS-BUILTS FOR BOTH THE EXISTING
AND THE NEWLY CONSTRUCTED WATER SERVICE.
ELECTRIC NOTES:
COORDINATE AND CONNECT BUILDING ELECTRICAL SERVICE FROM
DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION
LOCATION AND SERVICE LINE ROUTE WITH POWER COMPANY AND
ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. REFER TO BUILDING
ELECTRICAL DRAWINGS FOR SERVICE REQUIREMENTS.
PROPOSED TRANSFORMER PAD LOCATION. COORDINATE WITH
UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS.
ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE AND CONNECT BUILDING COMMUNICATION LINE FROM
SERVICE CONNECTION TO BUILDING. COORDINATE CONNECTION
LOCATION AND SERVICE LINE ROUTE WITH SERVICE PROVIDER AND
BUILDING ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. REFER TO
BUILDING ELECTRICAL DRAWINGS FOR SERVICE REQUIREMENTS.
BUILDING COMMUNICATION LINE POINT OF CONNECTION.
COORDINATE CONNECTION WITH SERVICE PROVIDER COMPANY AND
ELECTRICAL DRAWINGS. ADJUST AS REQUIRED.
GAS SERVICE NOTES:
EXISTING GAS LINE NOT LOCATED. COORDINATE WITH SERVICE
PROVIDER FOR LOCATION OF NEW TAP. ADJUST SERVICE LINE ROUTE
AS REQUIRED.
PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS
AND COORDINATE WITH SERVICE PROVIDER.
W4
W2
W3
SS3
SS2
W1
E1
E2
C1
G1
SS1
W5
W6
W7
W8
W9
W10
ORNAMENTAL LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
RIGHT OF WAY LINE
BOUNDARY LINE
FIRE DEPT HOOKUP
FIRE HYDRANT
WATER METER
WATER VALVE
GAS METER
ELECTRIC METER
CURB INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (2 HEAD)
R/W RIGHT OF WAY
ESMT EASEMENT
D.&U.E.DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
BL BUILDING SETBACK LINE
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONS
LINE TYPES
EXISTING SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
OVERHEAD UTILITY
G G G
W W
E(A)E(A)
E E E
C C C
OHU OHU
SANITARY SEWER LATERALSANSAN
SUB SURFACE DRAIN
C2
G2
E3
EXISTING
SANITARY SEWER
MAIN DATA TABLE
SS4
SS5
W11
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before you dig.Call
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PLAN CERTIFICATE NOTE:
ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM
SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS
WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001,
DATED: 01/11/2019
STEVEN SCOTT RUCKER P.E. 11300279
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EXISTING STORM SEWER MAIN
SS7
-NOTE-
ALL ONSITE STORM SEWERS WILL BE PRIVATE.
10/27/2025
CONCRETE CRADLE DETAIL
NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO
EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS,
LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER
INSPECTOR'S DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A MINIMUM
CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY
OF THE CONCRETE.
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECTIVE VIEW
EARTH CUT AWAY
BOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
(NO SCALE)
TYPICAL VALVE BOX INSTALLATION
SIMILAR INSTALLATION FOR CURB
BOX OR SERVICE LINE
COMPACTED BACKFILL
TO NATURAL GROUND
ADJUSTABLE
CAST IRON VALVE BOX
EAST JORDON NO. 6860
5.25" SHAFT
42
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before you dig.Call
R
STEVEN SCOTT RUCKER P.E. 11300279
RE
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EROSION CONTROL SPECIFICATIONS
1.THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE
CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2.TEMPORARY SEEDING WILL BE APPLIED TO ANY AREAS LEFT INACTIVE FOR 15 DAYS OR MORE.
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.
6.ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
7.IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING
PROCEDURES SHALL BE USED.
8.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.
9.THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR AND/OR OWNER.
10.IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE
CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING
STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER
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..
11.FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS.
EARTHWORK SPECIFICATIONS
1.SCOPE OF WORK
1.A.EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH
GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND
DESCRIBED IN THE SPECIFICATIONS.
1.A.1.IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND
GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN,
STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS
INDICATED ON THE DRAWINGS.
1.A.2.EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL
SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF
DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
1.A.3.PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO
PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS
SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER.
1.A.4.THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND
DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION.
1.B.WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER
SECTIONS OF THESE SPECIFICATIONS.
1.B.1.EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES.
1.B.2.STORM DRAINAGE SYSTEMS.
1.B.3.SANITARY SEWER SYSTEMS.
1.B.4.WATER SUPPLY SYSTEMS.
1.B.5.DRIVES AND PAVING.
2.BENCHMARKS
2.A.MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR
DESTROYED REPLACE AS DIRECTED BY ENGINEER.
3.PROTECTION OF TREES
3.A.GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS
AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO
CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS
STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY
TO TRUNKS AND COVER SCARS WITH TREE PAINT.
4.REMOVAL OF TREES
4.A.REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL
OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE
OWNER.
4.B.ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR
BURNED WITH PROPER PERMITS (WHERE APPLICABLE).
5.STRIPPING OF TOPSOIL
5.A.REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY
ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL
NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL,
DEBRIS AND STONES.
6.SITE GRADING
6.A.GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE
PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR
TOPSOIL.
6.B.ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED
SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE.
PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL
BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE.
6.C.SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE
UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
6.D.SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR.
6.E.SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE
PREPARATION FOR PAVEMENT.
6.F.ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF
FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL.
THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN LOOSE THICKNESS AND SHALL BE
SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT.
6.G.ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY
WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE
FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM
95% MODIFIED PROCTOR).
7.DISPOSITION OF UTILITIES
7.A.RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL
WORK UNDER THIS SECTION.
7.B.IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS
PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO
CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL
NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON
THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES.
7.C.WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE
ADVISED BEFORE WORK IS CONTINUED.
7.D.INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE
REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE
ENGINEER.
8.SEEDING PREPARATION
8.A.SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION
CONTROL STRUCTURES.
8.B.REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION.
8.C.PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS.
PAVING SPECIFICATIONS
1.SCOPE OF WORK
1.A.THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING
AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE
SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS
AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS
2.MATERIALS
2.A.CONCRETE: CONCRETE SHALL BE READY-MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE
AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC
YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT,
INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF
4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN
1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP.
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE
SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM C0260. RETEMPERING OF DELIVERED
CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF:
2.A.1.PORTLAND CEMENT: CONFORMING TO ASTM C-150, TYPE IA OR TYPE IIIA.
2.A.2.AGGREGATES: CONFORMING TO ASTM C-33.
2.A.3.WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC
MATERIALS OR OTHER DELETERIOUS SUBSTANCES.
2.B.WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM
A185.
2.C.PRE MOLDED JOINT FILLER: SHALL BE NON-EXTRUDING TYPE MEETING ASTM D-544, EXCEPT THAT PRE
MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON-EXTRUDING OR
RESILIENT.
2.D.BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS
PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST
VERSION SHALL BE USED.
2.E.COMPACTED AGGREGATE SUB-BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A
MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL.
MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, ELONGATED, THINLY LAMINATED SOFT OR
DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED
AGGREGATE SHALL BE GRADED AS FOLLOWS: PER LATEST REVISIONS.
SIEVE SIZE % PASSING
1-1/2"100
1"80-100
3/4"79-90
1/2"55-80
#4 35-60
#8 25-50
#30 12-30
#200 5-10
3.APPLICATION
3.A.GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH
EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND
SECTIONS FOR SITE IMPROVEMENT.
3.B.PREPARATION OF SUB-GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH
STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB-GRADE PRIOR TO PAVING.
3.C.COMPACTION OF SUB-GRADE: THE FIRST 6 INCHES BELOW THE SUB-GRADE SHALL BE COMPACTED TO AT
LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T-99. WATER
SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB-GRADE
3.D.UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES
AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY
ADJUSTMENTS IN SUCH STRUCTURES.
3.E.PLACING CONCRETE:
3.E.1.SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE
MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE
3.E.2.FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND
SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING,
WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING
CONCRETE.
3.E.3.PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS
PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES
F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS,
LATEST REVISION SHALL BE FOLLOWED.
3.F.CONCRETE CURB:
3.F.1.EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM
SPACING OF 100 FEET.
3.F.2.CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED
10 FEET ON CENTER.
3.F.3.FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES,
FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN.
3.G.CONCRETE WALKS AND EXTERIOR STEPS:
3.G.1.SLOPES: PROVIDE ¼ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK
INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE.
3.G.2.DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS
SHOWN ON THE DRAWINGS.
3.G.3.FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER
SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6
FEET SPACING. PROVIDE ½ INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM
SPACING OF 48 FEET BETWEEN EXPANSION JOINTS.
3.H.CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS
DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST
REVISION SHALL BE USED.
3.I.BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE (TYPE B OR C) PAVEMENT SHALL BE AS SPECIFIED IN
SECTION 401/402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS
SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE
TEMPERATURE IS 40 DEGREES F. AND FALLING.
3.J.COMPACTED AGGREGATE SUB-BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS
OF THE FULL COMPACTED SUB-BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH
WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING
PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER,
THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS.
STORM SEWER SPECIFICATIONS
1.SCOPE OF WORK
1.A.THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS,
INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS.
2.MATERIALS
2.A.STORM SEWERS:
2.A.1.REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION WITH
JOINTS CONFORMING TO ASTM C-443 LATEST REVISION.
2.A.2.STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING
REQUIREMENTS:
2.A.2.a.4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO
M294 TYPE S.
2.A.2.b.GASKETS MEETING ASTM D1056 GRADE 2A2.
2.A.2.c.FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION
324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33.
2.B.DRAINAGE STRUCTURES:
2.B.1.PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C-478
LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS.
2.B.2.CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE
DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY
SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN
A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY
IRON MEETING ASTM A-48 LATEST REVISION.
2.B.3.JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE
GASKETS SHALL MEET ASTM C-443 LATEST REVISION.
2.C.SUBDRAINS:
2.C.1.PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM
F405.
3.APPLICATION
3.A.PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID
ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE
WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS.
CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO
EXISTING SEWERS.
3.B.LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN
AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR UTILITY COMPANY.
3.C.EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER
DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY
DAMAGE TO EXISTING ACTIVE IMPROVEMENTS.
3.D.WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL
LOCAL AND STATE AGENCIES HAVING JURISDICTION.
3.E.TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN
PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY
OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12
INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT
STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION
STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO
CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM
TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS.
3.F.SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE
IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL
SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT,
AND THE CONTRACT WILL BE ADJUSTED.
3.G.BACKFILLING
3.G.1.RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH
OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS
BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH,
BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4
INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR
MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND
WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR
MATERIALS.
3.G.2.HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH
GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE.
FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES
OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND
STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS.
TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH
COMPACTED GRANULAR MATERIALS.
3.H.SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON
THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS.
3.I.UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND
CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS
RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE
CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR
OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
WATER LINE SPECIFICATIONS
1.SCOPE OF WORK
1.A.THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION
LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND
BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END
OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL
POINTS PENDING THE CONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS
SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS.
2.MATERIALS
2.A.DUCTILE IRON (D.I.) PIPE: DUCTILE IRON PIPE SHALL BE CLASS 350 AND MEET AWWA C-150
AND C-151 SPECIFICATIONS. JOINTS SHALL MEET AWWA C-111 SPECIFICATIONS. PIPE SHALL
BE CEMENT LINED PER AWWA C-104 AND SHALL BE COATED OUTSIDE WITH A BITUMINOUS
COATING. D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-110 SPECIFICATIONS
(350 PSI). COMPACT D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-153
SPECIFICATIONS (CLASS 53, 350 PSI)
2.B.POLYVINYL CHLORIDE (PVC) PIPE: PVC PIPE SHALL HAVE THE SAME OUTSIDE DIAMETER AS
DUCTILE IRON PIPE, HAVE A MINIMUM WALL THICKNESS OF DR-18 FOR PRESSURE CLASS
150 AND MEET AWWA C900 SPECIFICATIONS. JOINTS SHALL BE SLIP-ON TYPE WITH
INTEGRAL BELL AND SPIGOT.
2.C.POLYETHYLENE (HDPE) PIPE: HDPE PIPE SHALL MEET AWWA C901 AND C906
SPECIFICATIONS. PIPE (3"-24") SHALL HAVE A MINIMUM WALL THICKNESS OF SRD 11. HDPE
FITTINGS SHALL HAVE SAME DR AS PIPE BEING INSTALLED.
2.D.COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH
FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST
BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY
THE MANUFACTURER OF THE FITTINGS.
2.E.FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALL MEET
LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND
THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE
HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT
LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT
BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE.
2.F.VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE
PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED.
VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE
FOLLOWING REQUIREMENTS.
2.F.1.VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE
VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALL OPEN IN THE SAME
DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL
TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS.
2.F.2.VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY, GROUND-KEY
STOPS, WITH T HEADS. FURNISH TWO (2) KEYS.
2.G.VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL
COMPLY WITH THE FOLLOWING REQUIREMENTS:
2.G.1.FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO-TYPE CAST
IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5-1/4
INCHES.
2.G.2.FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON
EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2 INCHES AND
HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE
COATED WITH TWO COATS OF COAL-TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR
BOLT IN LIDS.
3.APPLICATION:
3.A.PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE
CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE
DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL
APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY
BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS.
3.B.EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND
SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED.
3.C.TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES
WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE
AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE
SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE IMPRACTICABLE, LAY THE
WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
3.D.WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR
PROPER INSTALLATION OF PIPE.
3.E.SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT
WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS.
3.F.WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS
IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING
WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL
DRAINAGE CHANNELS.
3.G.GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND
UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE
TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE
WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING
GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL
WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN
CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE.
BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR
MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL
TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH
COMPACTED GRANULAR MATERIAL.
3.H.TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS
OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY THE
LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON
COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS
CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY.
3.I.IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER
LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER
WORKS GRADE DUCTILE IRON OR PVC PIPE WITH MECHANICAL JOINTS WITHIN 10' OF
EITHER SIDE THE WATER LINE.
3.J.UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL
EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL
ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE
VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN
WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS
FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED.
3.K.NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH
WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN.
THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER
CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL CONSTRUCTION
DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY
AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE.
NOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY
ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN
THESE PLANS.
PAVEMENT MARKING SPECIFICATIONS
1.SUMMARY
1.A.SECTION INCLUDES:
1.A.1.PAINTING AND MARKING OF PAVEMENTS.
1.B.REFERENCES
1.B.1.THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED.
PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY.
1.B.2.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION (AASHTO):
1.B.2.a.AASHTO M247 - GLASS BEADS USED IN TRAFFIC PAINTS
1.B.2.b.AASHTO M248 - READY-MIXED WHITE AND YELLOW TRAFFIC PAINTS
1.B.3.ASTM INTERNATIONAL (ASTM):
1.B.3.a.ASTM D4414 - STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS BY NOTCHED
GAUGES.
1.B.4.FEDERAL SPECIFICATIONS (FS):
1.B.4.a.FS A-A-2886 - PAINT, TRAFFIC, SOLVENT BASED (SUPERSEDES FS TT-P-85 AND FS TT-P-115, TYPE I)
1.B.4.b.FS TT-B-1325 - BEADS (GLASS SPHERES) RETRO-REFLECTIVE
1.B.4.c.FS TT-P-1952 - PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE
1.C.PROJECT CONDITIONS
1.C.1.MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION
ACTIVITIES. UTILIZE FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED.
1.D.QUALITY ASSURANCE
1.D.1.USE TRAINED AND EXPERIENCED PERSONNEL IN APPLYING THE PRODUCTS AND OPERATING THE
EQUIPMENT REQUIRED FOR PROPERLY PERFORMED WORK.
2.PRODUCTS
2.A.MATERIALS
2.A.1.PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN. PAVEMENT
MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED TO ENSURE
COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL CONFORM TO THE
RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT.
2.A.2.WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952.
2.A.3.SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL BE
NON_BLEEDING, QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC_BEARING
SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS BEFORE APPLICATION FOR
COLORS WHITE, YELLOW, BLUE, AND RED.
2.A.4.GLASS BEADS: AASHTO M 247, TYPE 1 OR FS TT-B-1325, TYPE 1, GRADATION A.
3.EXECUTION
3.A.EXAMINATION
3.A.1.EXAMINE THE WORK AREA AND CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION
OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
3.B.PREPARATION
3.B.1.SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST.
3.B.2.WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE REMOVED
OR WOULD INTERFERE WITH ADHESION OF NEW PAINT, A MOTORIZED ABRASIVE DEVICE SHALL BE USED TO
REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT DAMAGE EXISTING PAVING OR CREATE
SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN TRAFFIC. WITHIN PUBLIC RIGHTS-OF-WAY,
APPROPRIATE GOVERNING AUTHORITY SHALL APPROVE METHOD OF MARKING REMOVAL.
3.B.3.NEW PAVEMENT SURFACES SHALL BE ALLOWED TO CURE FOR NOT LESS THAN 30 DAYS BEFORE
APPLICATION OF MARKING MATERIALS.
3.C.APPLICATION
3.C.1.APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED BELOW, AT MANUFACTURER'S RECOMMENDED
RATE, WITHOUT ADDITION OF THINNER, WITH MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED
TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND DRY FILM THICKNESS OF 7 ½ MILS PER COAT.
PAINT SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 15 MILS. APPLY WITH MECHANICAL
EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE
STRAIGHTEDGE TO ENSURE UNIFORM, CLEAN, AND STRAIGHT STRIPE.
3.C.2.INSTALL PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES FOR THE
SPECIFIED MATERIAL.
3.C.3.FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW:
3.C.3.a.PEDESTRIAN CROSSWALKS: WHITE
3.C.3.b.EXTERIOR SIDEWALK CURBS AND GUARD POSTS: YELLOW
3.C.3.c.FIRE LANES: RED OR PER LOCAL CODE
3.C.3.d.LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW
3.C.3.e.LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE
3.C.3.f.ADA SYMBOLS: BLUE OR PER LOCAL CODE
3.C.3.g.ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS.
3.C.3.h.PARKING STALL STRIPING: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS
3.C.4.APPLY GLASS BEADS AT PEDESTRIAN CROSSWALK STRIPING AND AT LANE STRIPING AND ARROWS AT
DRIVEWAYS CONNECTING TO PUBLIC STREETS. BROADCAST GLASS BEADS UNIFORMLY INTO WET
MARKINGS AT A RATE OF 6 LB/GAL.
3.D.FIELD QUALITY CONTROL
3.D.1.INSPECTION: AFTER THE PAINT HAS THOROUGHLY DRIED, VISUALLY INSPECT THE ENTIRE APPLICATION AND
TOUCH UP AS REQUIRED TO PROVIDE CLEAN, STRAIGHT LINES AND SURFACES THROUGHOUT.
3.D.2.TESTING: TESTING OF WET FILM THICKNESS SHALL BE PERFORMED A MINIMUM OF TWO TIMES ON EACH
PARKING ROW (INCLUDING STRIPED ISLANDS) AND PEDESTRIAN CROSS WALKS, AND A MINIMUM OF ONE
TEST ON EACH LANE/ALIGNMENT STRIPING. AT LEAST ONE TEST SHALL BE PERFORMED AFTER REFILLING
PAINT STRIPING MACHINE, CHANGING OPERATORS OF STRIPING MACHINE, AND CHANGING PAINT TYPES,
BRANDS, ETC. THIS SHALL BE PERFORMED IN ADDITION TO THE TESTING STATED ABOVE. THESE TESTS
SHALL BE PERFORMED ON EACH COAT APPLIED. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH
ASTM D4414.
3.E.CLEANING
3.E.1.WASTE MATERIALS SHALL BE REMOVED AT THE END OF EACH WORKDAY. UPON COMPLETION OF THE
WORK, ALL CONTAINERS AND DEBRIS SHALL BE REMOVED FROM THE SITE. PAINT SPOTS UPON ADJACENT
SURFACES SHALL BE CAREFULLY REMOVED BY APPROVED PROCEDURES THAT WILL NOT DAMAGE THE
SURFACES AND THE ENTIRE JOB LEFT CLEAN AND ACCEPTABLE.
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before you dig.Call
R
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