HomeMy WebLinkAboutCulver's Full SetREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
CONSTRUCTION PLANS FOR
CULVER'S
431 EAST CARMEL DRIVE
CARMEL, IN 46032
C0.0TITLE SHEETNO SCALE
HAMILTON COUNTY
PROJECT LOCATION PROJECT LOCATION
LOCATION MAPAREA MAP
LAND DESCRIPTION
PLANS PREPARED FOR
MEYER FOODS MANAGEMENT COMPANY
1448 CONNER STREET
NOBLESVILLE, IN 46060
TELEPHONE: (317) 770-4656
CONTACT PERSON: BOB GOINS
EMAIL: BGOINS@INDYCULVERS.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 #18057C0228G, 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 DATED 1990.
GENERAL NOTES
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.
DESIGN DATA
EXISTING ZONING
B-8
ZONING OVERLAY
NONE
TOTAL ACREAGE
1.30 ACRES
NET ACREAGE
1.16 ACRES
BUILDING COVER RATIO
11.0%
BUILDING SQUARE FOOTAGE
5,558 SQUARE FEET
IMPERVIOUS COVER RATIO
68.3%
W
S
N
E
CITY OF CARMEL PLANNING
ONE CIVIC SQUARE
CARMEL, IN 46032
ANGIE CONN / ALEXIA LOPEZ
TEL: 317/571-2417
CITY OF CARMEL ENGINEERING
ONE CIVIC SQUARE
CARMEL, IN 46032
JOHN THOMAS / ALEX JORDAN
TEL: 317/571-2441
CITY OF CARMEL BLDG SERVICES
ONE CIVIC SQUARE
CARMEL, IN 46032
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
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
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
TEL: 317/776-5352
COMCAST
9750 E. 150th STREET
SUITE 1600
NOBLESVILLE, INDIANA 46060
TEL: 317/776-4495
VECTREN GAS
P.O. BOX 1700
NOBLESVILLE, INDIANA, 46060
TEL: 317/776-5573
AT&T
5858 NORTH COLLEGE
INDIANAPOLIS, INDIANA 46220
TEL: 317/252-5168
OPERATING AUTHORITIES
PLANS PREPARED BY
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, INDIANA 46280
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
CONTACT PERSON: BILL TERRY
EMAIL: BILLT@WEIHE.NET
Sheet List Table
SHEET
NUMBER SHEET TITLE
C0.0 TITLE SHEET
C0.5 GENERAL NOTES
C1.0 SURVEY
C2.0 SITE DEMO S.E.S.C. - SWPPP1
C2.1 SITE STABILIZATION - SWPPP2
C3.0 SITE PLAN
C4.0 GRADING PLAN
C5.0 UTILITY PLAN
C6.0 LIGHTING AND PHOTOMETRIC PLAN
C7.0 LANDSCAPE PLAN
C8.0 SWPPP DETAILS
C8.1 SITE DETAILS
C8.2 UTILITY DETAILS
C8.3 UTILITY DETAILS
C8.4 UTILITY DETAILS
C8.5 LIGHT POLE DETAILS
C8.6 LANDSCAPE DETAILS
C9.0 SWPPP SPECIFICATIONS
C9.1 GENERAL SPECIFICATIONS
C9.2 GENERAL SPECIFICATIONS
MARION COUNTY
CONSTRUCTION START DATE
10/24/2022
12/02/22
GENERAL NOTESC0.5REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
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 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 DIKE ALONG ALL DOWNSTREAM SLOPES.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
10. PORTABLE TOILETS MUST BE ANCHORED.
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 SITE PLAN DETAILS UNLESS OTHERWISE NOTED.
19. 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 CONDITIONS TO THE
RIGHT-OF-WAY.
20. 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.
GENERAL GRADING 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. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT
OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER
SECTIONS OF THE MODOT 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 MODOT
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.
22. ADJUST ANY STEEL MANHOLE LIDS IN THE PROPOSED SIDEWALK WITHIN
THE RIGHT OF WAY.
23. PER SECTION 303.07 "DRAINAGE SYSTEM OVERFLOW DESIGN" OF THE CITY
OF CARMEL ENGINEERING CONSTRUCTION & DESIGN STANDARDS
CHAPTER 300, THE MINIMUM FLOOD PROTECTION GRADE (MFPG) 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 FLOODWATERS CAN ENTER A BUILDING.
23. PER SECTION 303.06 "DRAINAGE SYSTEM OVERFLOW DESIGN" OF THE CITY
OF CARMEL ENGINEERING CONSTRUCTION & DESIGN STANDARDS
CHAPTER 300, THE LOWEST ADJACENT GRADE SHALL BE SET A MINIMUM
OF 2 FEET ABOVE THE 100-YEAR POND ELEVATION OF 2 FEET ABOVE THE
EMERGENCY OVERFLOW WEIR ELEVATION, WHICHEVER IS HIGHER.
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. WATER LINES TO BE BURIED BELOW THE FROST LINE PER LOCAL WATER
COMPANY STANDARDS.
24. UTILITY CROSSINGS UNDER PAVEMENT (BORE/JACK & BORE). AVOID OPEN CUTS.
25. TRACER WIRE IS REQUIRED ON TOP OF THE LATERAL FROM THE BUILDING
CLEANOUT TO THE RIGHT-OF-WAY CLEANOUT OR LATERAL ASSEMBLY.
26. PLEASE NOTE THAT COPPER OR DUCTILE IRON PIPE MUST BE RUN FROM 5 FEET
OUTSIDE OF THE BUILDING FOOTER INTO THE BUILDING TO THE METER SETUP.
27. 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 DEVELOMENT
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.
LANDSCAPE GENERAL NOTES
1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST,
THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE
DESIGNER.
2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF
SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL
BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH
SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM
IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR
LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE
TRIMMINGS WILL BE ALLOWED.
3. AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL
PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY
MANUFACTURER FOR EACH VARIETY OF PLANT.
4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY
LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO
PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED
STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND
MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE
WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL
BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE
DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE.
5. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS
ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY
LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS
SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT
NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE.
PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE
JOB SITE.
6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR
NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN
ASSOCIATION OF NURSERYMEN.
7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE
PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION
OPERATIONS AND AS DIRECTED BY OWNER.
8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD
OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER.
AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR
UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO
ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR.
9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS
AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK.
10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR
IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF
PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO
BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF
LANDSCAPE DESIGNER.
11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN
WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT
SURVIVE IN LOCATIONS NOTED.
12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 2 YEAR
FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING,
WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER
NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF
PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO
REMOVE GUYING AND STAKING FROM TREES.
13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS
REQUESTED BY LANDSCAPE DESIGNER.
14. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED
TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL
SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE
FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED
RATES.
15. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND
FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL
GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A
FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE
USED IN LIEU OF PLANTING MIX.
16. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY.
17. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF
NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS
INSECTS.
18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL
EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES
ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY
PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL.
12/02/22
C1.0SURVEY12/02/22
C C C C C C C C
C C C C C C C
C
C C
C
C CC
C C
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSITE PREPARATION / SWPPP PHASE 1 NOTES
INSTALL PERMIT POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO
PROJECT CONSTRUCTION SIGN CONTAINING APPROVED CONSTRUCTION
DRAWINGS AND PERMITS FOR INSPECTORS.
INSTALL CONSTRUCTION ENTRANCE - REFER TO DETAIL ON SHEET C8.0
INSTALL CONCRETE WASHOUT - REFER TO DETAIL ON SHEET C8.0
INSTALL SILT FENCE / SILT DIKE - ADJUST AS NEEDED DURING CONSTRUCTION
PHASING - REFER TO DETAIL ON SHEET C8.0
LIMITS OF PROPOSED BUILDING
PROTECT EXISTING POWER AND UTILITIES
STAGING AREA: USE FOR STAGING AND PROVIDE CONSTRUCTION DUMPSTER,
FUELING AREA, AND PORT-O-LET AS NEEDED
DISCONNECT; ABONDON/REMOVE AND RELOCATE UTILITY LINES AND
APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C5.0, ARCHITECTURAL
DRAWINGS, AND SERVICE PROVIDER FOR NEW LOCATION(S).
SAWCUT EXISTING CURB FOR REMOVAL
REMOVE EXISTING CURB
SAWCUT EXISTING PAVEMENT FULL DEPTH FOR REMOVAL
REMOVE EXISTING PAVEMENT
REMOVE EXISTING BUILDING & RELATIVE APPURTENANCES
REMOVE EXISTING TREES & VEGETATION
ACCESS DRIVE TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION
C2.0SITE DEMO S.E.S.C. - SWPPP1SWPPP PHASE 1 LEGEND
CONSTRUCTION ENTRANCE
STAGING AREA
POSTING AREA
4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT
CONSTRUCTION SIGN CONTAINING APPROVED
CONSTRUCTION DRAWINGS AND PERMITS FOR
INSPECTORS
CONCRETE WASHOUT
LIMITS OF DISTURBANCE
SILT FENCE
SILT DIKE
INLET PROTECTION - SEE SHEET C8.0 FOR DETAILS
* CONTRACTOR TO ADD ADDITIONAL MEASURES AS
CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE
1
2
3
4
5
6
7
D
EXISTING AREAS
TOTAL SITE = 1.16 AC
DISTURBED = 1.16 AC
PERVIOUS = 1.08 AC
MPERVIOUS = 0.08 AC
CONTACT PERSON FOR EROSION
CONTROL & SEDIMENT PRACTICES
WEIHE ENGINEERS, INC.
10505 N. COLLEGE AVE.
INDIANAPOLIS, IN 46268
TELEPHONE: (317) 846-6611
FAX: (317) 843-0546
EMAIL: PARKERF@WEIHE.NET
CONTACT PERSON: FRED PARKER, CPESC
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
BENCHMARK DATA
REFER TO SHEET C0 - TITLE SHEET FOR BENCHMARK DATA.
1
2
3
SF
5
6
6 SFSFSFSFSF
SF SF7
-WARNING-
THIS PLAN TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. ADDITIONAL EROSION
CONTROL MEASURES MAY BE REQUIRED IN THE
FIELD BY THE INSPECTOR.
R15.0'
SOIL STOCKPILE REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
IP
IP
IP
IP
20.0'
6
6
5
8
9
10
11
12
13
14
IP
8
8
8
8
8
9
10
10
10
10
10
10
10
10
10
10
10
10
10
12
12
12
12
12
12
12
12
12
11
14
14
13
13
13
8
15
15
12.0'
SD
S
D
SDD D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D
SDIP
SFSF
SF SF SF SF SF SF
SFSFSFSF50'
4
11
12/02/22
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
C
C C
C
C CC
C C
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN
S A N SAN SANSANSAN
G G G
GGGGGGGGGGGG
E
E
E
E E
ECC C C C
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
ST
ST
PATIO
ST
W
W WWWWWWWWWWWWSTMSTMSTMCONTACT 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
= 1.16± AC.
C2.1SITE STABILIZATION - SWPPP2SWPPP PHASE 2 LEGEND
- PERMANENT/TEMPORARY SEEDING
USE PLANTING CHART. SHEET C8.0 FOR DETAIL.
- SITE DISCHARGE POINT
- EROSION CONTROL BLANKET - USE S150BN BIO-NET AS
SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED
EQUAL. SHEET C8.0 FOR DETAIL.
- INLET PROTECTION. SHEET C8.0 FOR DETAIL.
- SILT FENCE
- LIMITS OF DISTURBANCE
* CONTRACTOR TO ADD ADDITIONAL MEASURES AS
CONSTRUCTION PHASING AND SITE CONDITIONS DICTATE
*
LINE TYPES
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
RIGHT OF WAY LINE
CHAIN LINK FENCE
BOARD FENCE
WROUGHT IRON FENCE
GUARD RAIL
HAND RAIL
SILT FENCE
BUILDING SETBACK LINE
BOUNDARY LINE
FLOW LINE
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
SF SF
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
SECTION LINE
FARM FENCE
UNDERGROUND FIBER OPTICFOFO
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER
STORM SEWER
EROSION CONTROL NOTES
1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
LOCATION OF LANDSCAPE BEDS.
2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT
FENCE TO FOLLOW CONTOUR.
3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN
THE STREET.
EROSION CONTROL SPECIFICATIONS
1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF
EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING
PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE
PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE
CONSULTED IN THE EVENT THIS HAPPENS.
2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.
4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND
WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION.
5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED
PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES
PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
EFFECTIVENESS.
6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY
OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED.
7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS
OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT
GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED
ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
FULL STAND OF GRASS HAS BEEN OBTAINED.
8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION
CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR
AND/OR OWNER.
9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY
TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION
ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES
AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH
"RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER
RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR
OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED
FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE
OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT,
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO
ANY CONSTRUCTION ACTIVITY.
10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION
CHART IN THESE PLANS.
11. PORTABLE TOILETS MUST BE ANCHORED.
*REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
IP
IP
D
SF
IP
DDDDDDDDDDDDDDDDDDDDD D D D D D D D
D D D D D D D D DDDDDDDDDDDDDDDDDDDDSDSDSDSD15.0'
IP
SFSF
SF SF SF SF SF
SFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSF15.0'
AQUA-SHIELD
AQUA-SWIRL XC-3
PROPOSED
BMP
EASEMENT
PROPOSED BMPEASEMENTPROPOSED BMP
EASEMENT EXISTING EASEMENTEXISTING EASEMENT
12/02/22
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
CCC
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOW18.0'18.0'1.0'11.5'2.0'18.0'9.0'
18.0'
18.0'9.0'9.0'8.0'
18.0'
R10.0'R3
.
0
'
R18.0
'18.0'9.0' R3.0'R5.0'R3.0'25.0'9.0' 15.0' 9.0'
16.5'3.0'7
4
24
10
3
9.0'9.0'18.0'R2
0
.
0'R3.0'9.0'19.0'9.0'37.3'8.9'
9.3'14.2'8.0'8.0'9.0'
18.0' 40.2'47.7'
40.4'3.0'
0.7'
3.0'
0.7'14.0'R1 0.0 '259.8'64.0'R5.0'R3.
0'124.9'5.0'
5.0'
101.7'84.7'R5.
0'
5.9'124.2'R5.0'1.0'5.0'FFE = 834.00
R2.0'R2
.0
'
60°'70.0'6.0'56.5'14.0'104.0'35.0'125.1'54.4'
ST
ST
5.2'6.0'
5.2'6.0' 4.5'5.0'4.5'8.5'23.0'60°'
60°'
60°'23.3'153.9'PATIO
16.0'16.0'16.5'
ST 30.0'
R2 0.0'15.5'R10.0'
3.0' 28.8'19.3'9.0'
PROPOSED BMP
EASEMENT
PROPOSED BMPEASEMENTPROPOSED BMPEASEMENT18.0'
SITE DATA
SITE AREA = 1.16 AC
SITE AREA = 50,466 SF
BUILDING AREA = 5,558 SF
HARDSCAPE AREA = 28,917 SF
GREEN SPACE = 15,991 SF
PERCENT IMPERVIOUS = 68.3%
ZONING = B-8
FRONT BSL = 25 FT
SIDE BSL = 10 FT
MAX BUILDING HEIGHT = 50 FT
PARKING PROVIDED:
STANDARD SPACES: 46
ADA SPACES:2
TOTAL SPACES:48
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BUILDING SETBACK LINE
BOUNDARY LINE
FLAG POLE
SIGN
ACCESSIBLE SPACE
ROW RIGHT OF WAY
BSL BUILDING SETBACK LINE
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
12 PARKING COUNT
ABBREVIATIONS
OTHER
LINE TYPES
SECTION LINE
SITE PLAN NOTES
PAVEMENT - DETAILS SHEET C8.1
BITUMINOUS PAVING FOR PARKING LOT (STANDARD DUTY ASPHALT
PAVEMENT SECTION) - 165#/SQ YD (1 1/2") BITUMINOUS SURFACE OVER
275#/SQ YD (2 1/2") BITUMINOUS BINDER OVER 8" COMPACTED AGGREGATE
BASE #53 (100% STANDARD PROCTOR)
BITUMINOUS PAVING FOR PARKING LOT (HEAVY DUTY ASPHALT PAVEMENT
SECTION) - 220#/SQ YD (2") BITUMINOUS SURFACE OVER 330#/SQ YD (3")
BITUMINOUS BINDER OVER 8" COMPACTED AGGREGATE BASE #53 (100%
STANDARD PROCTOR)
CONCRETE PAVING AT DRIVE THRU, 10' WIDE X 5" THICK, 4500 PSI WITH
INTEGRAL LOOP DETECTOR AT CUSTOMER ORDER DISPLAY, SEE
ELECTRICAL PLANS FOR DETECTOR SPECS
CONCRETE PAVING AT DUMPSTER (HEAVY DUTY CONCRETE PAVEMENT
SECTION) - 8" THICK 4500 PSI WITH 5% AIR ENTRAINMENT OVER 6" CA BASE
PAVER WALKWAY - PAVERS LAID OVER 4" 4000 PSI REINFORCED CONCRETE
OVER 4" COMPACTED AGGREGATE BASE #53 (100% STANDARD PROCTOR)
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
5% MAXIMUM RUNNING SLOPE (4.5% RECOMMENDED)
4" THICK CONCRETE CURB RAMP WITH NON-SLIP SURFACE PER ADA
STANDARDS
8.33% MAXIMUM RUNNING SLOPE (7.75% RECOMMENDED)
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
4" THICK x 5' WIDE CONCRETE WALKWAY
2% MAXIMUM CROSS SLOPE (1.5% RECOMMENDED)
5% MAXIMUM RUNNING SLOPE (4.5% RECOMMENDED)
HARDSCAPE - DETAILS SHEET C8.1
6" X 18" STANDARD CONCRETE CURB
TAPER CURB WITHIN 3 FEET
MATCH EXISTING PAVEMENT OR CURB
UTILITY STRUCTURE WITH CONCRETE COLLAR
ASPHALT WALKING PATH
BUILDING ACCESSORIES - DETAILS SHEET 8.20
PROPOSED BUILDING
DUMPSTER ENCLOSURE WITH STORAGE SHED
DRIVE THROUGH CANOPY
PATIO WALL - REFER TO ARCHITECTURAL DRAWINGS
ACCESSORIES
6" CONCRETE BOLLARD
LED LOT LIGHT AND BASE - REFER TO DETAILS ON SHEET C8.5
BICYCLE RACK
SIGNAGE & MARKINGS
9' WIDE PARKING SPACE (CTR TO CTR PAINT STRIPE)
MARKED WITH 4" WIDE YELLOW PAINT STRIPE (PMS 123)
9'-0" WIDE ACCESSIBLE PARKING SPACE (CTR TO CTR PAINT STRIPE)
MARKED WITH BLUE PAINT HANDICAP GRAPHIC & 4" WIDE BLUE PAINT STRIPE
8' WIDE (MIN) ACCESSIBLE AISLE (CTR TO CTR PAINT STRIPE)
MARKED WITH 4" BLUE PAINT STRIPE
PEDESTRIAN PATH PAVEMENT MARKINGS - YELLOW (PMS 123)
DIRECTIONAL PAVEMENT MARKINGS - YELLOW (PMS 123)
BOLLARD MOUNTED VAN ACCESSIBLE PARKING SIGN
(MIN HEIGHT TO BOTTOM OF SIGN 66" ABOVE PAVEMENT)
BOLLARD MOUNTED ACCESSIBLE PARKING SIGN
(OVERALL HEIGHT TO MATCH VAN ACCESSIBLE PARKING SIGN)
BOLLARD MOUNTED CURBSIDE PICKUP SIGN
(OVERALL HEIGHT TO MATCH VAN ACCESSIBLE PARKING SIGN)
H1
H2
B1
A1
A2
P1
P2
P3
P4
P5
P6
S1
S2
S3
S4
S5
S6
S7
S8
H3
A3
H4
C3.0SITE PLANREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
B2
P1
P6
P1
P1
P1
P1
P1
P1
P2
P2
P2
P2
P2
P2
P2
P2
P2
P3
P3
P4
P7 P7
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2
H2
H2
H3
H3
B2
B1
S1
S1
S1
S1
S1
S2
S2
S3
S4S6
S7
S8
S8
S8
B3
B3
H4
H4
H4
H4
H4
P2
S1
P2
P4
P5
P5
P5
P5
P5
H1
H1
H4
S5
S5
S5
S5
S5
S5
S5
H4H2
P1
B4 B4
H4
B4
A1
P6
H1
H1
P6 P6
H1
P6
A4
H3
H2
H3
H3
H3
S4
HEAVY DUTY ASPHALT
STANDARD DUTY ASPHALT
PAVEMENT
CONCRETE PAVEMENT
BUILDING AREA
A2
A2
A2
A2
A2
A2
A2
A2
H4
A1
H1
H5
12/02/22
D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D D D D
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
CCC
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN
S A N SAN SANSANSAN
G G G
GGGGGGGGGGGG
E
E
E
E E
ECC C C C
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
ST
ST
PATIO
ST
W
W WWWWWWWWWWWWSTMSTMSTMFLOOD PLAIN NOTE
THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA
ZONE ESTABLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE
PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE
RATE MAP #18057C0139C DATED NOVEMBER 19, 2014.
IMPERVIOUS AREAS
EXISTING = 0.52 AC (44.8%)
PROPOSED = 0.79 AC (68.3%)
C4.0
EXISTING SPOT ELEVATION
CURB & GUTTER ELEVATION
PAVEMENT SPOT ELEVATION
GROUND SPOT ELEVATION
ELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
ELECTRIC MANHOLE
ELECTRIC OUTLET
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FENCE
GUARD RAIL
BOUNDARY LINE
FIRE HYDRANT
POST INDICATOR VALVE
WATER MANHOLE
SPRINKLER
SPIGOT
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
MONITORING WELL
TRAFFIC SIGNAL POLE
TRAFFIC SIGNAL
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
COMMUNICATIONS RISER
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
LIFT STATION
SANITARY SEWER MANHOLE
HEAVY DUTY ASPHALT
STANDARD DUTY ASPHALT
ROW RIGHT OF WAY
ESMT EASEMENT
D.&U.E. DRAINAGE AND UTILITY EASEMENT
FFE FINISH FLOOR ELEVATION
TC TOP OF CURB
GUT GUTTER
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
PVC POLYVINYL CHLORIDE PIPE
VCP VITRIFIED CLAY PIPE
HDPE HIGH DENSITY POLYETHYLENE PIPE
DIP DUCTILE IRON PIPE
SSD SUB SURFACE DRAIN PIPE
STM STORM
SAN SANITARY
STR STRUCTURE
CO CLEANOUT
PAVEMENT
GRADING PLAN LEGEND
UTILITIES
ABBREVIATIONS OTHER
LINE TYPES
FLOW LINE
INDEX CONTOUR
INTERMEDIATE CONTOUR
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
AERIAL ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND COMMUNICATIONS
AERIAL COMMUNICATIONS
OVERHEAD UTILITY
FORCE MAIN
G G G
W W
E(A)E(A)
E E E
C C C
C(A)C(A)
OHU OHU
FM FM
AERIAL FIBER OPTIC CABLEFO(A)FO(A)
UNDERGROUND FIBER OPTICFOFO
EMERGENCY FLOOD ROUTE
SANITARY SEWER LATERALSANSAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
GRADE BREAK LINE
FLOW DIRECTION AND SLOPE
GRADING PLANBENCHMARK DATA
REFER TO SHEET C0 - TITLE SHEET FOR BENCHMARK DATA.
STORM SEWER DATA
REFER TO SHEET C5.0 - UTILITY PLAN FOR DETAILED STORM
STRUCTURE AND PIPE INFORMATION.
ALL PROPOSED STORM SEWERS ARE A PRIVATE STORM
SEWER SYSTEM.REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
PONDING LIMITS
EMERGENCY OVERFLOW
DEPTH = 0.50'
ELEVATION = 832.30
DEPTH = 0.22'
ELEVATION = 831.22
UNDERGROUND DETENTION SYSTEM
TOP OF STONE - 830.63
TOP OF CHAMBER - 829.63
BOTTOM OF CHAMBER - 827.10
BOTTOM OF STONE BASE - 826.60
DETENTION VOLUME = 4,670 CUFT
DRAINAGE ANALYSIS
DRAINAGE AREA = 1.16 Ac
ALLOWABLE RELEASE RATES
Q10post ≤ Q2pre = 2.90 cfs
Q100post ≤ Q2pre = 4.35 cfs
PROPOSED DISCHARGE RATES
2-YEAR = 1.74
10-YEAR = 2.88
100-YEAR = 4.33
DETENTION VOLUME
REQUIRED = 5,105
PROVIDED = 5,640
DEPTH = 0.60'
ELEVATION = 832.30
LIMITS OF DISTURBANCE
FLOOD PROTECTION
100-YEAR STAGE ELEVATION = 830.09
EMERGENCY OVERFLOW WEIR = 830.25
MINIMUM LOWEST ADJACENT GRADE
MLAG = 832.25
NEAREST FLOODWAY = CARMEL CREEK
APPROXIMATELY 0.5-MILES OFF-SITE
NEAREST BASE FLOOD ELEVATION = 813
MINIMUM FLOOD PROTECTION
GRADEMFPG = 833.40
CONCRETE PAVEMENT
BUILDING AREA
DEPTH = 0.21'
ELEVATION = 831.10
12/02/22
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
CCC
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN
SAN SAN SANSANSAN
SANITARY CO
TC = 833.06
INV = 829.65
31' OF 6" PVC @ 1.1%
SANITARY CO
TC = 832.42
INV = 828.33
ASSUMED INV = ±825.40
CONTRACTOR TO FIELD VERIFY
SANITARY CO
TC = 832.47
INV = 826.30
3' OF 6" PVC @ 1.1%
3' OF 6" PVC @ 1.1%
SANITARY CO
TC = 833.94
INV = 830.00
SANITARY CO
TC= 833.72
INV = 830.00
84' OF 6" PVC @ 1.1%
75' OF 6" PVC @ 2.7%
42' OF 6" PVC @ 1.1%
G G G
GGGGGGGGGGGG
E
E
E
E E
ECC C C C
SANITARY CO
TC = 833.28
INV = 829.26
GREASE TRAP
INV IN = 829.60
INV OUT = 829.35
31' OF 6" PVC @ 2.4%
5' OF 6" PVC @ 1.1%
8' OF 6" PVC @ 1.1%
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
ST
ST
PATIO
ST
SANITARY CO
TC = 831.23
INV = 825.84
PROPOSED BMP
EASEMENT
PROPOSED BMPEASEMENTPROPOSED BMPEASEMENT40' OF 6" PVC @ 1.1%
W
W WWWWWWWWWWWWSTMSTMSTM822
825
830
835
822
825
830
835
-0+100+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+60PROPOSED 6" PVC
INV = 825.93
PROPOSED GAS
PROPOSED 1" PVC
C900 IRRIGATION LINE
PROPOSED 6" PE
DOMESTIC SERVICE LINE
CONCRETE
CRADEL
STORM SEWER STRUCTURE DATA TABLE
STRUCTURE
NUMBER
DETENTION
EX. 100
WQ
101
102
103
104
105
106
TOP OF
CASTING
828.86
831.18
831.35
833.30
831.58
831.32
831.00
831.70
831.83
STRUCTURE
TYPE
NULL STRUCTURE
48'' DIA. MANHOLE
AQUA-SWIRL XC-3
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
48'' DIA. MANHOLE
PAVED INLET, 22 X 22
PAVED INLET, 22 X 22
CASTING TYPE
SOLID
R-1772
SOLID
R-1772
R-1772
R-1772
R-3357-A
R-3405
R-3405
INVERT
INV IN (E)= 827.10 (18" HDPE)
INV OUT (W)= 827.10 (18" HDPE)
INV IN (SE)= 826.44 (12" RCP)
INV IN (SW)= 827.37 (12" HDPE)
INV OUT (NW)= 827.27 (12" HDPE)
INV IN (E)= 826.60 (18" HDPE)
INV OUT (NW)= 826.60 (12" RCP)
INV IN (SE)= 827.27 (12" HDPE)
INV IN (S)= 827.37 (18" RCP)
INV OUT (W)= 827.17 (18" HDPE)
INV IN (SE)= 827.57 (18" RCP)
INV OUT (NE)= 827.47 (12" HDPE)
INV OUT (N)= 828.52 (18" RCP)
INV IN (S)= 827.75 (15" RCP)
INV OUT (NW)= 827.65 (18" RCP)
INV IN (W)= 828.50 (12" RCP)
INV OUT (N)= 828.40 (15" RCP)
INV OUT (E)= 828.80 (12" RCP)
SUMP= 824.60
SUMP= 825.37
SUMP= 825.47
CHAMBERMAXX N / A
N / A
STORM SEWER PIPE DATA TABLE
UPSTREAM
STRUCTURE
101
101
102
103
103
104
105
105
WQ
DOWNSTREAM
STRUCTURE
DETENTION
EX. 100
WQ
102
103
106
104
102
SIZE
18"
12"
18"
12"
18"
18"
12"
15"
12"
MATERIAL
HDPE
RCP
HDPE
HDPE
RCP
RCP
RCP
RCP
HDPE
LENGTH
16'
25'
8'
10'
14'
31'
93'
202'
9'
SLOPE
3.06%
0.63%
0.85%
0.97%
8.48%
0.26%
0.32%
0.32%
0.00%
DETENTION
UTILITY PLAN NOTES
SANITARY SEWER NOTES
CONNECT PROPOSED 6" [SDR-35 PVC] SANITARY SEWER LATERAL TO EXISTING
SANITARY SEWER 8" MAIN. COORDINATE CONNECTION WITH MEP. PRIOR TO
CONSTRUCTION, CONTRACTOR TO VERIFY INVERT & COORDINATE WITH ENGINEER
IF DESIGN VARIES. PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON
EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED
COORDINATE CONNECTION OF 6" SDR-35 PVC SANITARY SEWER LATERAL WITH
PLUMBING DRAWINGS.
EXISTING 8" SANITARY SEWER
PROPOSED SANITARY LATERAL CLEANOUT TYPE 2 (OUTSIDE 3' OF BUILDING). REFER
TO DETAIL ON SHEET C8.2
GREASE TRAP PER CITY OF CARMEL SPECS. REFER TO DETAIL ON SHEET C8.2
PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (WITHIN 3' OF BUILDING). REFER
TO DETAIL ON SHEET C8.2
WATER SERVICE NOTES:
COORDINATE AND CONNECT 6" PVC C900 WATER SERVICE LINE TO EXISTING 12" DI
WATER MAIN. TAPPING SLEEVE AND VALVE REQUIRED
COORDINATE CONNECTION OF 2" PE DOMESTIC SERVICE LINE AND 6" FIRE SERVICE
LINE WITH PLUMBING DRAWINGS. COORDINATE CONNECTION OF DOMESTIC 1.5"
METER AND BACKFLOW PREVENTOR LOCATION WITH MEP PLANS - TO BE INSIDE
BUILDING.
EXISTING 12" DI WATER MAIN
N/A
CONNECT EXISTING 1" LINE TO PROPOSED IRRIGATION VALVE AND 3/4" METER
POST INDICATOR VALVE
6" X 2" TEE
6" X 6" TEE
PROPOSED FIRE HYDRANT PRIVATE AND PAINTED RED FROM FACTORY
PROPOSED FIRE DEPARTMENT CONNECTION [5" STORZ]
4" FIRE SUPPRESSION DRY LINE
ELECTRIC NOTES:
CONNECT BUILDING ELECTRICAL LINE TO EXISTING POWER SUPPLY. COORDINATE
CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS
REQUIRED.
PROPOSED TRANSFORMER PAD MOUNTED. COORD W LOCAL ELECTRIC CO.
BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION
WITH MEP AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED.
COMMUNICATION NOTES:
COORDINATE CONNECTION OF COMMUNICATION SERVICE LINES TO EXISTING
UTILITY PEDESTAL.
COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO
CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. 4" PVC CONDUIT TO BE
INSTALLED WITH PULL STRINGS.
GAS SERVICE NOTES:
CONNECT PROPOSED GAS SERVICE TO EXISTING GAS SERVICE LINE. REFER TO
PLUMBING DRAWINGS AND COORDINATE WITH VECTREN. REMOVE EXISTING LINE
PAST POINT OF CONNECTION.
PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS AND
COORDINATE WITH VECTREN.
STORM SEWER NOTES:
6" BUILDING ROOF DRAIN TO BE DOUBLE WALL HANCOR HI-Q OR EQUIVALENT.
REFER TO ARCHITECTURAL PLANS FOR CONNECTION INSIDE BUILDING
3" CANOPY ROOF DRAIN (DOUBLE WALL HANCOR HI-Q OR EQUIVALENT)
STRUCTURE TO BE MOUNTED WITH AQUA-SWIRL AQUA-GUARDIAN CATCH BASIN
INSERT. REFER TO DETAIL ON SHEET 8.3
WATER QUALITY DIVERSION STRUCTURE - REFER TO DETAIL ON SHEET C8.3
AQUA-SHIELD XCELERATOR XC-3 - REFER TO DETAIL ON SHEET C8.4
UNDERGROUND DETENTION - REFER TO DETAILS ON SHEET C8.4
OUTLET CONTROL STRUCTURE - REFER TO DETAIL ON SHEET C8.3
GENERAL NOTES:
MAINTAIN 10' HORIZONTAL AND 18" VERTICAL SEPARATION BETWEEN STORM /
SANITARY SEWER SYSTEMS AND DOMESTIC / FIRE LINE SERVICE - OTHERWISE,
CONCRETE CRADEL IS REQUIRED.
SANITARY SEWER LINE IN CLOSE PROXIMITY OF WATER LINE SHALL BE C900 WATER
MAIN GRADE PVC.
W4
W2
W3
SS3
SS2
W1
SS4
E1
E2
C1
G1
SS1
W5
C5.0UTILITY PLANELECTRICAL RISER
GUY ANCHOR
ELECTRIC JUNCTION BOX
STREET LIGHT
UTILITY POLE
UTILITY POLE W/ TRANSFORMER
TRANSFORMER
COMMUNICATIONS JUNCTION BOX
COMMUNICATIONS MANHOLE
COMMUNICATIONS PEDESTAL
RIGHT OF WAY LINE
FIRE HYDRANT
WATER MANHOLE
SPRINKLER CONTROL VALVE
WATER METER
WATER VALVE
GAS METER
GAS VALVE
ELECTRIC METER
BOLLARD
FLAG POLE
PARKING METER
POST
SIGN
PARKING WHEEL STOP
DOWN SPOUT
ACCESSIBLE SPACE
GATE POST
STORM CLEANOUT
BEEHIVE INLET
CURB INLET
FLOOR DRAIN
ROUND INLET
SQUARE INLET
STORM MANHOLE
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PARKING LOT LIGHT (1 HEAD)
PARKING LOT LIGHT (2 HEAD)
FFE FINISH FLOOR ELEVATION
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
UTILITY PLAN LEGEND
UTILITIES
ABBREVIATIONS OTHER
LINE TYPES
SANITARY SEWER MAIN
STORM SEWER MAIN
UNDERGROUND GAS
UNDERGROUND WATER
UNDERGROUND ELECTRIC
G G G
W W
E E E
C C C
UNDERGROUND FIBER OPTICFO FO
SANITARY SEWER LATERALSAN SAN
ROOF DRAINSTM STM
SUB SURFACE DRAIN
C2
G2
W6
W7
POST INDICATOR VALVE
REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, INW
S
N
E 04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
SS3
N1
SS5
NOTE:
FULL DEPTH GRANULAR BACKFILL REQUIRED FOR
SANITARY, WATER, STORM LINES UNDER PAVEMENT.
TRACER WIRE TO BE LAID ALONG SANITARY, WATER,
STORM LINES.
ST1
ST2
SS3SS1
SS4
SS4
SS4
SS4
SS5
SS6
W1
W2
SS6
SS2
SS2
W3
W3
W5
W7
E1
E3
C1
C2
G1
G2
ST1
ST1
ST3
ST2
ST2
N1
UNDERGROUND COMMUNICATIONS
ST3
ST6
ST4
ST5
ST6
ST7
ST7
ST4
ST5
10-YR HGL
10-YR HGL
10-YR HGL
100-YR HGL
100-YR HGL
100-YR HGL
E3
E2
W6
ST3
ST3
N2
SS4
FINISHED GRADE
EXISTING GRADE
PROFILE LEGEND
HYDRAULIC GRADE LINE
N1
N1 N2
W8
W8
W9
W9
W10
W10
W11
W11
W11
12/02/22
C6.0LIGHTING AND PHOTOMETRIC PLAN12/02/22
1-STY BRICK AND FRAME
COMMERCIAL BUILDING
C C C C C C C C
C C C C C C C
C
C C
C
C C C
C C
C
6" STORM -PREFERREDLOCATION4" FOODWASTE4" SANWASTEGAS SERVICECT CABSTORM DROP FROM ROOF -PREFERRED LOCATIONTHIS AREA IS FOR MENU BOARDS AND OCB ONLY.NO UNDERGROUND GREASE TRAPS OR ABOVEGROUND ELECTRICAL TRANSFORMERS; SEE SITEPLAN FROM CFS.VERIFY ALL UNDERGROUND WORK THIS AREA w/SIGN CONTRACTOR.FIRE PROTECTION
2" WATER SERVICEFDC
DIRECT CONNECTIONSFOR VENDORSPICKUP WINDOWSANSANSANSANSANSAN
SAN
SAN
SAN SA N SANSANSAN
G G G
GGGGGGGGGGGG
E
E
E
E E
ECC C C C
W WWWWWWWWWWWWFFE = 834.00
STM STM STM
PATIO
PROPOSED BMP
EASEMENT
PROPOSED BMPEASEMENTPROPOSED BMPEASEMENTW
W WWWWWWWWWWWWSTMSTMSTMLANDSCAPE LEGEND
MULCHED LANDSCAPE BEDS
SEED / SOD - ALL SOD SHALL BE CERTIFIED GRADE
CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF
TYPE TALL FESCUE (BY GENERAL CONTRACTOR)
LANDSCAPE PLAN NOTES
PLANT NAME
QUANTITY
PLANTING AREA
LANDSCAPE ORDINANCE REQUIREMENTS
REQUIREMENT:REQUIRED:PROVIDED:
BYA
ARTICLE 5-25 (F)(1): BUFFERYARD
- BUFFERYARD (A) SIDE 5' / BACK 10'
- 4 SHADE TREE OR EVERGREEN TREES
- 10 SHRUBS PER 100 LF
- BUFFERYARD (A) = 715 LF
- 27 TREES
- 67 SHRUBS
- 22 SHADE
- 80 SHRUBS
- BUFFERYARD SHADE TREES HAVE BEEN EXCLUDED DUE TO
PROXIMITY OF ADJACENT PROPERTY MATURE EVERGREEN
TREES AND UTILITIES
BYC
ARTICLE 5-25 (F)(1): BUFFERYARD
- BUFFERYARD (C) FRONT 15'
- 6 SHADE TREE OR EVERGREEN TREES
- 1 ORNAMENTAL TREE
- 15 SHRUBS PER 100 LF
- BUFFERYARD (C) = 100 LF
- 6 SHADE & 1 ORN. TREE
- 21 SHRUBS
- 2 SHADE & 1 ORNAMENTAL TREES
- 17 SHRUBS
- BUFFERYARD SHADE TREES HAVE BEEN EXCLUDED DUE TO
PROXIMITY OF ADJACENT PROPERTY MATURE EVERGREEN
TREES AND UTILITIES
FP
ARTICLE 5-25 (F)(3): FOUNDATION PLANTING
- SHRUBS, ORNAMENTAL GRASSES &
GROUNDCOVER TO MAKE UP 75% OF 2,540 SF
PLANTING AREA.
- 1,905 SF LANDSCAPE MIN - 1,905 SF LANDSCAPE
- 635 SF SEED/SOD
PL
ARTICLE 5-25 (F)(3): PARKING LOT
- 1 SHADE TREE AND 5 SHRUBS PER 10 PARKING
SPACES
-A SHADE TREE SHALL BE LOCATED WITHIN 66' MIN
OF EVERY PARKING SPACE
- 46 PARKING SPACES
- 4.6 SHADE TREES
- 23 SHRUBS
- 5 SHADE TREES
- 26 SHRUBS
C7.0LANDSCAPE PLANCANOPY DECIDUOUS TREES
CoC CELTIS OCCIDENTALIS 'CHICAGOLAND'CHICAGOLAND HACKBERRY 2.5" cal. 5 X 50'T x 40'W
GaG GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD GINKGO 2.5" cal. 5 X 45'T x 30'W
GtS GLEDITSIA TRIACANTHOS INERMIS 'SKYLINE'SKYLINE HONEYLOCUST 2.5" cal. 8 X 45'T x 35'W
LiT LIRIODENDRON TULIPIFERA TULIP TREE 2.5" cal. 4 X 90'T x 50'W
PLANT SCHEDULE
PLAN
KEY BOTANICAL NAME COMMON NAME SIZE QTY. B&B CONT.MATURE
SIZE
SPECIAL
INSTRUCTIONS
DECIDUOUS SHRUBS
DiI DIERVILLA IONICERA DWARF BUSH HONEYSUCKLE #5 37 X 4'T x 4'W 18-24" HGT. MIN.
SmP SYRINGA MEYERI 'PALABIN'DWARF KOREAN LILAC #3 22 X 5'T x 7'W
ViJ VIBURNUM X JUDDII JUDD'S VIBURNUM #5 17 X 6'T x 6'W
ViN VIBURNUM PLICATUM TOMENTOSUM 'NEWZAM' NEWPORT VIBURNUM #5 18 X 3'T x 3'W 18-24" HGT. MIN.
EVERGREEN SHRUBS
BgV BUXUS X KOREANA 'GREEN VELVET'GREEN VELVET BOXWOOD #5 21 X 3'T x3'W 30" HGT. MIN.
IgC ILLEX GLABRA 'COMPACTA'COMPACT INKBERRY HOLLY #3 41 X 5'T x 5'W
JhP JUNIPEROUS HORIZONTALIS 'PLUMOSA'CREEPING JUNIPER #5 20 X 1.5'T x 3'W 24" SPREAD MIN.REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
ORNAMENTAL GRASSES
LiM LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LIRIOPI #1 169 X 1'T x 1.5'W 18" O.C.
PERENNIALS
HeM HEMEROCALLIS MIX (33% EA. RANDOM MIX)
HEMEROCALLIS 'CUSTARD CANDY'CUSTARD CANDY DAYLILLY #1 45 X 2'T x 1.5'W 18" O.C.
HEMEROCALLIS 'STELLA DE ORO'STELLA DE ORO GOLD DAYLILY #1 45 X 1.5'T x 1.5'W 18" O.C.
HEMEROCALLIS 'STELLA DE ORO RUBY'RUBY STELLA RED DAYLILY #1 45 X 2'T x 1.5'W 18" O.C.
NOTE:
LANDSCAPE PLAN DEVELOPED USING COMMENTS RECIEVED BY PLAN
REVIEW OF PREVIOUS LANDSCAPE PLAN PREPARED BY OTHER.
LANDSCAPE REVIEW COMMENTS DATED 01/26/2022 @ 12:57 PM
BUFFERYARD (A)
SHADE TREES HAVE BEEN EXCLUDED
DUE TO PROXIMITY OF ADJACENT
PROPERTY MATURE EVERGREEN TREES
(PROPOSED EVERGREEN TREES
LOCATED ON SOUTH PROPERTY LINE)
BUFFERYARD (C)
SHADE TREES HAVE BEEN EXCLUDED DUE
TO UTILITY AND UNDERGROUND DETENTION
(PROPOSED EVERGREEN TREES LOCATED
ON SOUTH PROPERTY LINE)
2
EVERGREEN TREES
PiA PICEA ABIES NORWAY SPRUCE 6' ht.7 X 60'T x 30'W
PiS PINUS STROBUS WHITE PINE 6' ht.6 X 80'T x 40'W
REMOVE 5 SHADE TREES FROM PREVIOUS
LANDSCAPE PLAN, ADD 13 TOTAL
EVERGREEN TREES PER CITY COMMENT #1,
'PLANTATION-STYLE' TREE PLANTING
2
2 WIL LIA M G . SCHM
I
DTLANDSCAPEARCHITECTREGISTER
E
DINDI A N A
No.
20000009
STATE OF
WILLIAM G. SCHMIDT R.L.A. 20000009
XX.XX.XXXX
12/02/22
C8.0SWPPP DETAILSINSTALLATION
1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.
3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO
IMPROVE STABILITY.
5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION
PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
6. TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.53).
7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE
_ INSPECT DAILY.
_ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
_ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED.
_ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.
_ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED
INTO A SEDIMENT TRAP OR BASIN.
REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL.
WIDTH
(A) 13' MINIMUM OR FULL WIDTH
OF ENTRANCE/EXIT DRIVE,
WHICHEVER IS GREATER.
C8.0SWPPP DETAILSTEMPORARY CONSTRUCTION INGRESS/EGRESS PAD
SMALL SITES - LESS THAN TWO ACRES (NO SCALE)
GEOTEXTILE FABRIC UNDERLINER
#2 STONE AGGREGATE
PUB
LI
C ROA
D
#53 STON
E
AGGRE
G
A
T
E
(
OPTIO
N
A
L
)
2"-3"(MIN.) (OPTIONAL)
50' (MIN.)
6" (MIN.)REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
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" MIN.3" MIN.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)
TEMPORARY SEEDTEMPORARY SEED
TABLE 1 - TEMPORARY SEEDING SPECIFICATIONS
SEED SPECIES RATE PER ACRE PLANTING DEPTH OPTIMUM DATES
WHEAT OR RYE 160 LBS.1 TO 1 12 INCHES SEPTEMBER 16 - OCTOBER 30
SPRING OATS 100 LBS.1 INCH MARCH 1 - APRIL 16
ANNUAL RYEGRASS 40 LBS.14 INCH MARCH 1 - MAY 1 &
AUGUST 1 - SEPTEMBER 1
GERMAN MILLET 40 LBS.1 TO 2 INCHES MAY 1 - JUNE 1
SUDANGRASS 35 LBS.1 TO 2 INCHES MAY 1 - JULY 30
BUCKWHEAT 60 LBS.1 TO 2 INCHES APRIL 16 - JUNE 1
CORN (BROADCAST)300 LBS.1 TO 2 INCHES MAY 11 - AUGUST 10
SORGHUM 35 LBS.1 TO 2 INCHES MAY 1 - JULY 16
NOTES
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.
3. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING,
PROVIDED THAT IT IS APPROPRIATELY ANCHORED.
4. 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 13-13-13 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.
3. 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.
4. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
5. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY
MIXTURE.
6. 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
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
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY
APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA.
CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH
APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND
COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S COVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON
RECP's TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN
APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS
ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15
CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's.
2"-5" (5 CM-12.5CM)
12" (30 CM)6" (15 CM)6" (15 CM)
SLOPE INSTALLATION
(NO SCALE)
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-720-2040
www.nagreen.com
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
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 WASHOUT8"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
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.
APRON ON THIS
SIDE OF THE DIKE
SHALL BE FOLDED
UNDER THE DIKE
SECTION 20" AND
GLUED DOWN
CONSTRUCTION
AREA
SECTION A-A
DIKE PLAN VIEW
APRON
ADHESIVE
FLOW
ADHESIVE
20" 20" ADHESIVEADHESIVEADHESIVE
ADHESIVE
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)
ALTERNATE
CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT.
EXISTING CONCRETE OR
ASPHALT PAVEMENT
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.
12/02/22
C8.1SITE DETAILSNOTES:
1. LANE C0ONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN
ACCORDANCE WITH IMUTCD.
2. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE.
3. THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT
ARROW.
4. TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED
APPROXIMATELY ONE-THIRD FOR LOW-SPEED URBAN CONDITIONS.
TRAFFIC MARKING DETAILS
(NO SCALE)
CURB JOINT DETAIL
4" THICK CONCRETE WALK
WITH MONOLITHIC CURB
TOP OF CURB
PAVEMENT
TRANSVERSE EXPANSION JOINTS
TRANSVERSE CONTRACTION JOINTS
BOTTOM
OF CURB
100'
(NO SCALE)
(NO SCALE)
3'-3"
1'-1 1/2"
1'-0"
1'-1 1/2"5'-5"4'-5"5'-1"9'-6"(NO SCALE)
(NO SCALE)
6" CONCRETE BOLLARD
(NO SCALE)
(NO SCALE)
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"(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"
NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET
FOR TANGENT SECTIONS AND 5 FEET FOR RADIUS SECTIONS.
1.5"- HMA 9.5MM SURFACE
2.5"- HMA 19.0MM BASE
8"- #53 COMPACTED AGGREGATE
BASE (SEE NOTE 1)
3"- HMA 25.0MM BASE
STANDARD DUTY ASPHALT PAVEMENT SECTION
HEAVY DUTY ASPHALT PAVEMENT SECTION
2"- HMA 9.5MM SURFACE
PREPARED SUBGRADE
(SEE NOTE 2)
8"- #53 COMPACTED AGGREGATE
BASE (SEE NOTE 1)
PREPARED SUBGRADE
(SEE NOTE 2)
(NO SCALE)
6" COMPACTED AGGREGATE BASE
(MAX SIZE #8 - SEE NOTE 1)
5" CLASS "A" CONCRETE (4500 PSI)
WITH FIBER MESH REINFORCEMENT
PREPARED SUBGRADE (SEE NOTE 2)
5' WIDE (TYP.) (4' MIN.)
MAX. 2% TRANSVERSE SLOPE
4" COMPACTED AGGREGATE BASE
(MAX SIZE #8 - SEE NOTE 1)
4" CLASS "A" CONCRETE (4500 PSI)
WITH FIBER MESH REINFORCEMENT
PREPARED SUBGRADE (SEE NOTE 2)
5' WIDE (TYP.) (4' MIN.)
MAX. 1.5% TRANSVERSE SLOPE
ACCESSIBLE CROSSWALK PAVING SECTION
(NO SCALE)
NOTES:
1. AGGREGATE BASE COURSE SHALL CONTAIN NO MORE THAN 10 PERCENT (%) FINES
AND BE WELL-GRADED.
2. PREPARED SUBGRADE TO BE COMPACTED TO INDOT STANDARDS. UNSUITABLE
SUBGRADE MATERIAL IS TO BE REMOVED AND REPLACED AS DIRECTED BY THE
ACM/ECM. SUBGRADE MAY REQUIRE ADDITIONAL TREATMENT.
3. TRANSVERSE JOINTS ARE TO BE CUT WITH A JOINER HAVING A 1/4" RADIUS.
CONCRETE SIDEWALK PAVING SECTION
(NO SCALE)
SIDEWALK PLAN VIEW AND JOINTING
TRANSVERSE JOINT (SEE NOTE 3)
1/2" PREFORMED JOINT FILLER
1/2" PREFORMED JOINT FILLER 50' MAX. BETWEEN EXPANSION JOINTS5' WIDE (TYP.) (4' MIN.)5' BETWEEN JOINTSBROOM FINISH
TRANSVERSE JOINT (SEE NOTE 3)
4"
TOPSOIL
1"R6" 18"6"(NO SCALE)
6"X18" STANDARD
CONCRETE CURB DETAIL
EXISTING
GROUND
EARTHBACKFILLPAVEMENT
1"R
18"6"PAVEMENT
6"2" 2"4"VARIES (SEE PLANS)
MAX. 1.5% TRANSVERSE SLOPE
18"R SCORE
8"
MIN. 4" COMPACTED
#53 STONE BASE
PREPARED SUBGRADE
COMPACTED PER INDOT
STANDARD SPECIFICATIONS
ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION,
FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO
POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN
ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN.
THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE
WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND.
THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE
BACKGROUND.
(NO SCALE)
USE 6" PIPE BOLLARD FILLED W/
CONCRETE ONLY WHEN SIGN IS
IN PAVED AREA OR SIDEWALK
1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE SIGN BOLLARD
MOUNT DETAIL3'-6"3 LBS./FT. GALVANIZED CHANNEL
SIGN POST PER INDOT STANDARD
SPECIFICATION SEC. 910.14.
(NO SCALE)
THIS SIGN
TYPICAL AT ALL
ACCESSIBLE
PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH
WORDING AS REQUIRED
BY STATE OR LOCAL LAW
SLOPE TOP
OF CONCRETE
GROUND/PAVING SURFACE
3500 P.S.I.
P.C. CONCRETE
3"12" X 6"
12" X 9"
RESERVED
PARKING
VAN
ACCESSIBLE (R7-8P)
(R7-8)
24" 30" Min. (Typ.)
1.9"
7.5"
36"
18"
36"
A-A
Section B-B Section A-A
Diagram 1: Bicycle Rack Type
Mounting Surface
Diagram 2: Bicycle Parking Location and Design
BICYCLE RACK
(NO SCALE)REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
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"SPC.5'-0"
NOTE:
12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN WITH 12'
POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG
GALVANIZED 2 1/2" OD STEEL POSTS. SET BOTTOM OF SIGN 7' ABOVE
GRADE.
ACCESSIBLE SIGNS
ACCESSIBLE PARKING
SYMBOL DETAIL
10" DIA.18"1"
18"R
7"
11"
4" (TYP.)
NOTE:
ALL STRIPES TO BE PAINTED WHITE.
MINIMUM = 3"
SPECIAL = 4"
(NO SCALE)
RESERVED
PARKING
1" RAD.
ALL CORNERS
12"18"(NO SCALE)
R7-8 R7-8P
5°
20°HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL:
MINIMUM = 24"
SPECIAL = 36"NOTE:
BLUE BACKGROUND AND
WHITE BORDER ARE OPTIONAL
VAN
ACCESSIBLE
12"
NOTE:
WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH
DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A
VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8
SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A
WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE
BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND
BORDER ON A WHITE BACKGROUND.6"3"3"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)REFER TO SITE PLAN FOR DIMENSIONS(NO SCALE)
REFER TO SITE PLAN FOR DIMENSIONS
12/02/22
C8.2UTILITY DETAILSREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
GREATER THAN 5' (1)
LESS THAN 5' (2)
Bc= OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
TYPICAL BEDDING SECTION - RCP PIPE
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT.
(1) MIN. 1.25 Bc
(2) 1.25 Bc + 12" (MIN.)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE.
(1) REGULAR BACKFILL (2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
"B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
NOTE:
ALL BEDDING & INITIAL
BACKFILL SHALL BE INSTALLED
IN 6" TO 12" BALANCED LIFTS. A
MIN. OF 9" CLEARANCE SHALL
BE PROVIDED ON EACH SIDE OF
THE INSTALLED PIPE.
(2) "B" BORROW OR EQUIV.
GRANULAR MATERIAL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
#8 CRUSHED STONE OR
APPROVED EQUIVALENT
CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
TYPICAL BEDDING SECTION - PVC & HDPE
ALL BEDDING & INITIAL BACKFILL SHALL
BE INSTALLED IN 6" TO 12" BALANCED
LIFTS A MIN. 9" CLEARANCE SHALL BE
PROVIDED ON EACH SIDE OF THE
INSTALLED PIPE
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
D = DEPTH OF BEDDING
MATERIAL BELOW PIPE
(1) REGULAR BACKFILL
GREATER THAN 5' (1)
EDGE OF PAVEMENT,
CURB, GUTTER OR
SIMILAR STRUCTURE IN
THE PUBLIC
RIGHT-OF-WAY
MIN. 6" TOPSOIL TO ENSURE
GRASS GROWTH IF NOT UNDER
PAVEMENT
12" MIN.Bc
CONCRETE CRADLE DETAIL
NOTE:
CRADLE SHALL BEAR ON
UNDISTURBED EARTH
PERSPECTIVE VIEW
EARTH CUT AWAY
(NO SCALE)
D
27" & SMALLER
30" TO 60"
66" & LARGER 6
4
3
BOTTOM OF TRENCH
(NO SCALE)
3500 PSI CONCRETE
(NO SCALE)4"d
1/6 Bc
d(MIN.)
Bc
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.
E.J. 5250
NEENAH R-3405
OR EQUAL
SLOPESLOPESLOPE
6" CONCRETE SLOPE3'-6"3'-6"3'-6" 3'-6"6"6"℄
SAWCUT JOINT
(TYPICAL)
CONCRETE COLLAR
(NO SCALE)
12/02/22
C8.3UTILITY DETAILSREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
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" DIA.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 3
8" 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
PAVED AREA INLET TYPE "E"
(NO SCALE)
"DUMP NO WASTE-DRAINS TO WATERWAY"SLOPESLOPE SLOPESLOPE6" CONCRETE
3'-0" 3'-0"3'-0"3'-0"6"
CL
CL6"6"6"
TOP OF CASTING ELEVATION
E.J. 5250
NEENAH R-3405
OR EQUAL PAVEMENT
E.J. 5250
NEENAH R-3405
OR EQUAL
CLASS "A" CONCRETEDIA.SECTION A-A
INLET SET ON 6"
BASE OF #8 STONE8"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
ADJUSTING RING AS
REQUIRED
MIN. 4000 PSI
SAWCUT JOINT
(TYPICAL)
OUTLET INVERT FROM STR 104 TO STR 103 HAS BEEN
RAISED FROM ANALYSIS COMPUTATIONS TO ACT AS A
WEIR, ENSURING PRIMARY FLOW IS DIRECTED TO WQ
OFF-LINE WATER QUALITY DETAIL
(NO SCALE)
WEIR PLATE INSTALLATION DETAIL
OUTLET CONTROL STRUCTURE "101"
BB
SECTION A-A SECTION B-B
A
A
PLAN VIEW
(NO SCALE)
~39 L.F
18" RCP
~10 L.F 12" HDPE
STR 103
48" DIA MANHOLE
DIVERSION STR.
TOC = 831.32
INV = 828.52
INV = 827.47
INV = 827.37
INV = 827.27
INV = 827.27
INV = 827.17
INV = 827.57
INV = 827.37
~10 L.F 12" HDPE
~15 L.F
12" HDPE
STR 102
48" DIA MANHOLE
TOC = 831.65
AQUA-SWIRL
XCELERATOR XC-3
TOC = 831.39
2 REBAR #5
3.5' EA. WALL
12/02/22
C8.4UTILITY DETAILSREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
UNDERGROUND DETENTION SYSTEM
TOP OF STONE - 830.63
TOP OF CHAMBER - 829.63
BOTTOM OF CHAMBER - 827.10
BOTTOM OF STONE BASE - 826.60
DETENTION VOLUME = 4,670 CUFT
STAGING ELEVATIONS
2-YEAR = 827.73
10-YEAR = 828.31
100-YEAR = 830.09
12/02/22
C8.5LIGHT POLE DETAILSREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
12/02/22
C8.6LANDSCAPE DETAILSGENERAL NOTES
1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN
QUESTION, CONTACT THE LANDSCAPE ARCHITECT.
2.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING
TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO
ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL.
3.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS
PORTION OF WORK.
4.ANY EXISTING TREE(S) AND/OR PLANTINGS THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE
PLAN AS BEING REMOVED SHALL BE PROTECTED AND BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT TO DETERMINE IF TREE(S) AND/OR PLANTINGS SHOULD BE 1)REMOVED, 2)SAVED AND
INTEGRATED INTO THE LANDSCAPE DESIGN, OR 3) RELOCATED.
5.CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH)
REQUIREMENTS.
6.PLANTING BEDS AND PLANT MATERIAL SHALL BE LOCATED AS INDICATED ON LANDSCAPE PLAN. IN THE
EVENT FIELD CHANGES OR CONDITIONS REQUIRE MODIFICATION TO THE LANDSCAPE DESIGN, THE
CONTRACTOR SHALL CONSULT LANDSCAPE ARCHITECT AS TO PROPOSED MODIFICATIONS PRIOR TO
PLANTING. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE IF
NECESSARY.
7.ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS
SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN.
8.PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL
ACCEPTANCE.
9.PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND
FREE FROM DISEASE OR HAZARDOUS INSECTS.
10.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF
ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED.
11.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED WITHOUT APPROVAL OF THE JURISDICTION
HAVING AUTHORITY AND THE LANDSCAPE ARCHITECT. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. THE CONTRACTOR
SHALL COMPENSATE THE LANDSCAPE ARCHITECT FOR THE TIME REQUIRED FOR REVIEW AND
INSPECTION OF PROPOSED PLANT SUBSTITUTIONS BID AWARD.
12.ALL PLANT MATERIAL SHALL BE SPECIMEN QUALITY. SUBMIT COLOR PHOTOGRAPHS OF PROPOSED PLANT
MATERIAL TAKEN IN THE NURSERY WHERE THEY ARE GROWING. THE LANDSCAPE ARCHITECT RESERVES
THE RIGHT TO INSPECT PLANT MATERIALS AT NURSERY OR CONTRACTOR YARD PRIOR TO DELIVERY TO
THE SITE. THE LANDSCAPE ARCHITECT MAY ALSO INSPECT AND APPROVED OR REJECTED PLANT
MATERIAL ON THE JOB SITE. IN THE EVENT PLANT MATERIAL IS NOT THE SPECIFIED SIZE OR QUALITY,
PLANTS WILL BE REMOVED AND REPLACED AT THE CONTRACTORS EXPENSE.
13.PLANTS AND OTHER LANDSCAPE MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL
BE PROTECTED AND NOT CONFLICT WITH CONSTRUCTION OPERATIONS.
14.COMPOST SHALL BE A WELL DECOMPOSED, STABLE, WEED FREE ORGANIC MATTER SOURCE. IT SHALL BE
DERIVED FROM: AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS (TREATED SEWAGE
SLUDGE); YARD TRIMMINGS; SOURCE-SEPARATED OR MIXED SOLID WASTE. THE PRODUCT SHALL
CONTAIN NO SUBSTANCES TOXIC TO PLANTS AND SHALL BE REASONABLY FREE (< 1% BY DRY WEIGHT)
OF MAN-MADE FOREIGN MATTER. THE COMPOST WILL POSSESS NO OBJECTIONABLE ODORS AND SHALL
NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.
15.SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF APPROVED COMPOST OVER
PULVERIZED TOPSOIL AND ROTOTILLING TO A DEPTH OF 6”.
15.PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS PRIOR TO
MULCHING AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. PRE-EMERGENT
HERBICIDE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO APPLICATION.
16.ALL TREE AND SHRUB PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD
BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK
MULCH. BARK MULCH SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN
TEXTURE AND COLOR AND SHALL BE FREE OF STICKS, LEAVES, SOIL AND FOREIGN MATERIAL. NO UTILITY
MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED.
17.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS AND PLANT MATERIAL UNTIL ALL PUNCH LIST WORK HAS
BEEN COMPLETED AND WRITTEN FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT OR OWNER.
MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS INSTALLED AND SHALL INCLUDE BUT
NOT LIMITED TO, WATERING, WEEDING, PRUNING, DISEASE AND INSECT CONTROL, MOWING, RESETTING
OF PLANTS TO PROPER GRADES OR UPRIGHT POSITION, AND ANY OTHER PROCEDURE CONSISTENT WITH
GOOD HORTICULTURAL PRACTICES.
18.ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL
ACCEPTANCE AS DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. AT THE END OF THIS PERIOD,
PLANT MATERIAL DETERMINED TO BE DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT OR OWNER
SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE CONTRACTOR.4-6"2-4" 3" LAYER OF SHREDDED
HARDWOOD MULCH
"V" DEFINES EDGE AND
HOLDS IN MULCH
PRE-EMERGENT
HERBICIDE
SCALE: N.T.S2V-CUT LANDSCAPE BED EDGE DETAIL
1" LAYER OF LAYER OF HARDWOOD MULCH
AROUND BASE OF PLANTINGS
3" LAYER OF HARDWOOD MULCH
BETWEEN PLANTS
PRE-EMERGENT
HERBICIDE
PREPARED
PLANTING BED
REMOVE
NON-BIODEGRADABLE
POTS SEE PLANT SCHEDULE
F0R SPACING
SHRUB AND PERENNIAL BEDS SHALL BE PREPARED BY PLACING 3” OF
APPROVED COMPOST OVER PULVERIZED TOPSOIL AND ROTOTILLING
TO A DEPTH OF 6”.
SECTION PLANVARIESVARIES12" MIN.SUBGRADE
SCALE: N.T.S3 GROUNDCOVER PLANTING
SUN & SHADE SEED MIXTURE
APPLICATION RATE: 3-4 lb./1,000 sq. ft.
TURF-TYPE PERENNIAL RYEGRASS 34%
FINE FESCUE 33%
SHAMROCK KBG 33%
***Sun & Shade Park Mix forms a durable turf for general use areas. Sun & Shade Park Mix will
do well under a wide range of maintenance levels and can be established in full sun to partially
shaded conditions. Sun & Shade Park Mix will provide turf with a fine texture, good mowing
quality, and withstand moderate traffic. Sun & Shade Park Mix will establish quickly for maximum
competition against annual weeds.***
SOD NOTES
SPECIFICATIONS
SITE PREPARATION
1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE.
2. PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS
NEEDED TO ENSURE ROOTING OF SOD.
MATERIALS
1. 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.
2. 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
1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
UNTIL SOD IS WELL ROOTED.
2.KEEP SOD MOIST UNTIL FULLY ROOTED.
3.AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE
INCHES.
4.TIME MOWING TO AVOID RUTS IN TURF.
5.FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL SEASON
GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR
WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING AND
ONE-THIRD IN MID-SUMMER.
REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM WATER QUALITY MANUAL
CROSS SECTION
GAP
PERSPECTIVE VIEW
PERMANENT SEEDING NOTES
SEEDBED PREPARATION
1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS.
2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO
FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12
ANALYSIS FERTILIZER, OR EQUIVALENT.
3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE,
TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL.
SEEDING
OPTIMUM SEEDING DATES: MARCH 1 TO MAY 10 OR AUGUST 10 TO SEPTEMBER 30
PERMANENT SEEDING DONE BETWEEN MAY 10 TO AUGUST 10 - SHALL BE IRRIGATED. SEEDING OUTSIDE OR
BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR
OVERSEEDING SHALL BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR
OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH
MULCH.
1. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR
COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE
SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR
CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER,
FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.)
2.MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. USE
EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS
MAINTENANCE
1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED.
2. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN
SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE.
3.CHECK FOR EROSION OR MOVEMENT OF MULCH.
4.REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND
APPLY AND ANCHOR MULCH.
5. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY,
MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR
PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED
AREAS.
6. IF VEGETATION FAILS TO GROW, TEST SOIL TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS.
(CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR
ASSISTANCE.)
7. IF ADDITIONAL FERTILIZATION OR SOIL AMENDMENTS ARE NEEDED TO GET A SATISFACTORY STAND, DO
SO ACCORDING TO SOIL TEST RECOMMENDATIONS.
8. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST
RECOMMENDATIONS.
9. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON
GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR
WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE
REMAINING ONE-THIRD IN MIDDLE SUMMER.
SCALE: N.T.S1SOD APPLICATION DETAIL
CAR
M
E
L
D
E
T
AI
L
CAR
M
E
L
D
E
T
AI
L REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEGWIL LIA M G . SCHM
I
DTLANDSCAPEARCHITECTREGISTER
E
DINDI A N A
No.
20000009
STATE OF
WILLIAM G. SCHMIDT R.L.A. 20000009
XX.XX.XXXX
12/02/22
C9.0SWPPP SPECIFICATIONSW220058 - C2.2 SWPPP SPECREVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
SECTION 2 MATERIAL HANDLING AND
SPILL PREVENTION PLAN
IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING
CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL
HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW
THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT
THE PLAN AS WELL.
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE
ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS
DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED
TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF
SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE
DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN
AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE
SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED
UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE
DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL
BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE
ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL
ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S
SUPERINTENDENT.
B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM
THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD
ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A
CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE
REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING
AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE
PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED
FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE
INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE
FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND
THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY
DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND
BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A
PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON
THE CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE
IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER
SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE
INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS.
EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING
CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY
WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL
MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE
ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL
MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION
DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND
DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE
PROPERLY REVEGATATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR
OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE
CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A
MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR
OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE
CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE
SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA
PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED
OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO
TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY
SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF
ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR
STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE
SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE
REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD
EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE
OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE
TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT,
SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM
SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL
CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS
MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN
WITHIN THESE PLANS.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID
VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY
STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
3. CONCRETE WASTE WATER
A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED
AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3'
DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS
AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA
BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN
ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE
EXCAVATION CONTRACTOR.
4. PAINT PRODUCTS
A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF
IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO
CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR
DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION
BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB
SUPERINTENDENT.
IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE
MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL
FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF
FURTHER MEASURES ARE NEEDED.
SECTION 1 EMERGENCY RESPONSE NUMBERS
EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911
CARMEL FIRE DEPARTMENT 317-571-2600
CARMEL POLICE DEPARTMENT 317-571-2500
INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773
INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745
HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406
CITY OF CARMEL ENGINEERING 317-571-2441
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)
SEASONAL SOIL PROTECTION CHARTSOILS MAP
SOILS TYPE LEGEND
UkbB2 URBAN LAND - MIAMI SILT LOAM COMPLEX, 2 TO 6
PERCENT SLOPES, ERODED
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
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.
UNDERGROUND DETENTION BASIN:
DETENTION STORAGE LOCATED IN UNDERGROUND PIPE SYSTEMS OR VAULTS DESIGN TO PROVIDE STORAGE OF STORMWATER RUNOFF DURING RAIN
EVENTS AND REDUCE PEAK RUNOFF RATES FROM THE SITE. SYSTEMS ARE DESIGNED TO BE DRY AND TYPICALLY REQUIRE A WATER QUALITY FEATURE
UPSTREAM OF THE SYSTEM.
SWPPP FOR CONSTRUCTION SITES:
1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201090040
2. NAME OF ALL RECEIVING WATERS IF THE DISCHARGE IS TO A MUNICIPAL SEPARATE STORM SEWER, IDENTIFY THE ULTIMATE RECEIVING
WATER: WHITE RIVER - CARMEL CREEK
3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR): 2.84 cfs
4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: STRUCTURE AT THE NW CORNER OF THE SITE
INTO STORM SEWER.
5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES:
N/A
6. SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING:
a. SOIL LEGEND WITH DESCRIPTIONS OF EACH SOIL TYPE: THIS SHEET
b. BRIEF DESCRIPTION OF HOW THE SITE HAS ACCOMMODATED THE EXISTING SOIL LIMITATIONS
7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: 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.
8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES:
TEMPORARY WATER QUALITY MEASURES INCLUDE SILT DIKES AND INLET PROTECTION MEASURES. PERMANENT WATER QUALITY
MEASURES INCLUDE MECHANICAL WATER QUALITY UNIT.
9. GENERAL CONSTRUCTION SEQUENCE:
a. 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.
b. CONSTRUCTION ENTRANCE - REMOVE EXISTING ASPHALT AND STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG EAST
CARMEL DRIVE.
c. INSTALL SILT DIKE AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING.
d. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE.
e. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM
f. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION
g. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES.
h. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER
AREAS.
i. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE.
j. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY
INSTALLATIONS AND RESEED.
k. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING.
10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS: STOCKPILES WILL BE GENERALLY ON THE SOUTH
PORTION OF THE SITE SINCE THIS GREENSPACE WILL REMAIN MOSTLY GREENSPACE.
11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON.
PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES, AS WELL AS, THE TYPE AND APPLICATION RATE FOR MULCH:
SEEDING CHART SHOWN ON THIS SHEET. SEEDING DETAILS SHOWN ON C8.0.
12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: EROSION CONTROL DETAILS AND SPECS ARE ON
SHEET C2.0, C2.1, C8.1, C9.0, C9.1, AND C9.2.
13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN:
a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT ON THE SITE DURING CONSTRUCTION OPERATIONS: ASPHALT, CONCRETE,
OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES, STEEL, WOOD.
b. WRITTEN DESCRIPTION OF HOW THESE MATERIALS WILL BE HANDLED TO MINIMIZE THE POTENTIAL OF ENTERING THE STORM
SEWER SYSTEM: ALL MATERIALS WILL BE HANDLED TO MINIMIZE RISK OF SPILLS AND POLLUTION. INLET PROTECTION WILL BE
IMPLEMENTED AT ALL NEAR INLETS TO CAPTURE SPILLS IN CASE OF ACCIDENTS.
c. PROCEDURES FOR THE CONTRACTOR TO TAKE IF ANY SPILLS OCCUR DURING CONSTRUCTION: 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, AND SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA
SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE.
14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT
SITE
a. NAME: FRED PARKER, CPESC
b. ADDRESS: 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280
c. TELEPHONE NUMBER: (317) 846-6611
d. E-MAIL ADDRESS: PARKERF@WEIHE.NET
e. LIST OF QUALIFICATIONS: CPESC
15. CURRENT REVISION DATE ON ALL SHEETS: REFER TO TITLE BLOCK ON EACH SHEET
SWPPP FOR POST-CONSTRUCTION:
1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: OIL, GREASE, ANTIFREEZE, GASOLINE
AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES.
2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES: TEMPORARY WATER QUALITY MEASURES INCLUDE INLET PROTECTION
MEASURES AND SILT FENCING. PERMANENT WATER QUALITY MEASURES INCLUDE AN AQUA-SHIELD HYDRODYNAMIC SEPARATOR XC-3
AND A SNOUT INLET INSERT ON STRUCTURE .
3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST
CONSTRUCTION STORMWATER QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL CONSTRUCTION SEQUENCE:
INLET PROTECTION WILL BE INSTALLED DURING STORM SEWER INSTALLATION. A HYDRO INTERNATIONAL 8 FT. FIRST DEFENSE HIGH
CAPACITY MECHANICAL WATER QUALITY UNIT AND DRY BASIN WITH NATIVE SEED PLANTINGS WILL BE INSTALLED DURING STORM SEWER
INSTALLATION.
4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN
HABITATS: PERMANENT WATER QUALITY MEASURES INCLUDE MECHANICAL WATER QUALITY UNIT.
5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: HAS BEEN SUBMITTED
ALONG WITH THIS REPORT.
UkbB2
12/02/22
C9.1GENERAL SPECIFICATIONSEROSION 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 PAVEMENT SHALL BE AS SPECIFIED IN SECTION
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 PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C-150 AND C-151
SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104.
2.B. 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.C. 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.D. 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.D.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.D.2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY,
GROUND-KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS.
2.E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH,
SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
2.E.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.E.2. 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 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.REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
12/02/22
C9.2GENERAL SPECIFICATIONSSANITARY SEWAGE SPECIFICATIONS
PART 1 - GENERAL
1. SUMMARY
1.A. SECTION INCLUDES:
1.A.1. SANITARY SEWER DRAINAGE PIPING, FITTINGS, ACCESSORIES, CLEANOUTS, AND
BEDDING.
1.A.2. CONNECTION OF SITE SANITARY SEWER SYSTEM TO MUNICIPAL SANITARY SEWER
SYSTEMS.
1.B. RELATED REQUIREMENTS:
1.A.1. SECTION 02300 - EARTHWORK: TRENCHING, BACKFILL, AND COMPACTION FOR
UTILITIES
1.A.2. SECTION 02536 - SEWER MANHOLES, FRAMES, AND COVERS
1.A.3. SECTION 03310 - CAST-IN-PLACE STRUCTURAL CONCRETE
2. REFERENCES
2.A. 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.
2.B. ASTM INTERNATIONAL (ASTM):
2.B.1. ASTM A74 - CAST IRON SOIL PIPE AND FITTINGS
2.B.2. ASTM A746 - DUCTILE IRON GRAVITY SEWER PIPE
2.B.3. ASTM C425 - COMPRESSION JOINTS FOR VITRIFIED CLAY PIPE AND FITTINGS
2.B.4. ASTM C564 - RUBBER GASKETS FOR CAST IRON SOIL PIPE AND FITTINGS
2.B.5. ASTM C700 - VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH, AND
PERFORATED
2.B.6. ASTM D2241 - POLY (VINYL CHLORIDE) (PVC) PRESSURE-RATED PIPE (SDR SERIES)
2.B.7. ASTM D2657 - HEAT-JOINING POLYOLEFIN PIPE AND FITTINGS
2.B.8. ASTM D3034 - TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND FITTINGS
2.B.9. ASTM D3035 - POLYETHYLENE (PE) PLASTIC PIPE USING FLEXIBLE ELASTOMERIC
SEALS
2.B.10. ASTM D3139 - JOINTS FOR PLASTIC PRESSURE PIPE USING FLEXIBLE ELASTOMERIC
SEALS
2.B.11. ASTM D3261 - BUTT HEAT FUSSION POLYETHYLENE (PE) PLASTIC FITTINGS FOR
POLYETHYLENE PLASTIC PIPE AND TUBING
2.B.12. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE
2.B.13. ASTM F1417 - STANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF
PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR.
2.C. AMERICAN WATER WORKS ASSOCIATION (AWWA):
2.C.1. AWWA C111 - RUBBER_GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE AND
FITTINGS
2.C.2. AWWA C600 - DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES
2.C.3. AWWA C900 - POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, 4 IN. THROUGH 12 IN, FOR
WATER DISTRIBUTION
2.C.4. AWWA C901 - POLYETHYLENE (PE) PRESSURE PIPE, TUBING AND FITTINGS 1/2
INCH THROUGH 3 INCHES, FOR WATER DISTRIBUTION
2.C.5. AWWA C906 - POLYETHYLENE (PE) PRESSURE PIPE AND FITTINGS, 4 INCH THROUGH
63 INCH, FOR WATER DISTRIBUTION
3. SUBMITTALS
3.A. PROJECT RECORD DOCUMENTS:
3.A.1. ACCURATELY RECORD ACTUAL LOCATIONS OF PIPE RUNS, CONNECTIONS,
CLEANOUTS, AND INVERT ELEVATIONS.
3.A.2. IDENTIFY AND DESCRIBE UNEXPECTED VARIATIONS TO SUBSOIL CONDITIONS AND
LOCATION OF UNCHARTED UTILITIES.
4. PROJECT CONDITIONS
4.A. COORDINATE WORK WITH TERMINATION OF SANITARY SEWER CONNECTION OUTSIDE
BUILDING AND CONNECTION TO MUNICIPAL SEWER UTILITY SERVICE.
PART 2 - PRODUCTS
1. SEWER PIPE, FITTINGS, AND JOINTS
1.A. POLYVINYL CHLORIDE PIPE (PVC): ASTM D 3034, RATED SDR 35 UNLESS OTHERWISE
SPECIFIED BY THE UTILITY COMPANY. PIPE SHALL BE CONTINUALLY MARKED WITH
MANUFACTURER'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR RATING, AND ASTM D
3034 CLASSIFICATION.
1.A.1. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH
FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT.
1.B. VITRIFIED CLAY PIPE (VCP): ASTM C700: USE ONLY IF REQUIRED BY LOCAL JURISDICTION.
1.B.1. FITTINGS: ASTM C700
1.B.2. JOINTS: ASTM C425
1.B.3. GASKETS: ASTM C425. GASKETS SHALL BE MANUFACTURED FROM HIGH GRADE,
PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER BASIC
NATURAL OR SYNTHETIC RUBBER. GASKET MANUFACTURING TOLERANCES SHALL
COMPLY WITH RUBBER MANUFACTURER'S ASSOCIATION TOLERANCES FOR
GASKETS.
1.B.4. LUBRICANT: SUITABLE FOR LUBRICATING JOINT COMPONENTS; NO DETERIORATING
EFFECTS ON GASKET OR PIPE MATERIAL, WILL NOT SUPPORT GROWTH OF FUNGI OR
BACTERIA, AND SHALL BE OF TYPE RECOMMENDED BY GASKET MANUFACTURER.
1.C. FORCE MAIN:
1.C.1. HIGH-DENSITY POLYETHYLENE PIPE (HDPE): AWWA C901 AND C906, ASTM D3035, SDR
11 FOR 150 PSI PRESSURE RATING.
1.C.1.1. FITTINGS: MOLDED, AWWA C901 OR C906.
1.C.1.2. JOINTS: BUTT FUSION, ASTM D2657, FLANGED GASKET JOINTS AT INTERFACE
1.C.2. POLYVINYL CHLORIDE PIPE (PVC): FOR LESS THAN 4 INCHES IN DIAMETER, ASTM
D2241 FOR PUSH-ON OR SOLVENT WELD JOINTS, AND FOR PIPE 4 INCHES IN
DIAMETER AND LARGER, AWWA C900, CLASS 150 WITH PUSH-ON JOINTS.
1.C.2.1. JOINTS/FITTINGS: PUSH-ON, ASTM D3139 WITH ASTM F477 GASKETS.
1.C.2.2. SOLVENT CEMENT: ASTM D2564.
1.C.3. DUCTILE IRON PIPE (DIP): ASTM A746, CLASS 50, INSIDE NOMINAL DIAMETER AS
SHOWN ON THE DRAWINGS, BELL AND SPIGOT END.
1.C.4. DUCTILE IRON PIPE JOINT DEVICE: AWWA C111, RUBBER GASKET JOINT DEVICES.
2. PIPE ACCESSORIES
2.A. PIPE JOINTS: MECHANICAL CLAMP RING TYPE, STAINLESS STEEL EXPANDING AND
CONTRACTING SLEEVE, NEOPRENE-RIBBED GASKET FOR POSITIVE SEAL.
2.B. FITTINGS: SAME MATERIAL AS PIPE MOLDED OR FORMED TO SUIT PIPE SIZE AND END
DESIGN, IN REQUIRED TEE, BENDS, ELBOWS, CLEANOUTS, REDUCERS, TRAPS, ETC.
3. CLEANOUTS AND MANHOLES
3.A. MANHOLES SHALL CONFORM TO SECTION 02536.
3.B. LID AND FRAME: PROVIDE IN ACCORDANCE WITH SECTION 02536. PROVIDE TRAFFIC
GRADE AND RATED COVERS AND FRAMES WHERE CLEANOUTS AND MANHOLES ARE
WITHIN PAVEMENT, WITH THE LETTERS “SSCO” OR “SANITARY SEWER” RESPECTIVELY
CAST INTO THE COVER.
3.C. SHAFT CONSTRUCTION: CAST IRON SHAFT OF INTERNAL DIAMETER AS SPECIFIED ON
CONSTRUCTION DRAWINGS WITH 2500 PSI CONCRETE COLLAR FOR CLEANOUTS.
4. APPURTENANCES
4.A. TRACE WIRE: MAGNETIC DETECTABLE CONDUCTOR (#12 COPPER), BRIGHTLY COLORED
PLASTIC COVERING, IMPRINTED WITH “SANITARY SEWER SERVICE” IN LARGE LETTERS.
PART 3 - EXECUTION
1. EXAMINATION
1.A. VERIFY THAT TRENCH CUT AND EXCAVATION IS READY TO RECEIVE WORK AND
EXCAVATIONS, DIMENSIONS, AND ELEVATIONS ARE AS INDICATED ON CONSTRUCTION
DRAWINGS.
2. PREPARATION
2.A. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER EXCAVATION
WITH BEDDING MATERIAL.
2.B. REMOVE LARGE STONES OR OTHER HARD MATTER THAT COULD DAMAGE PIPE OR
IMPEDE CONSISTENT BACKFILLING OR COMPACTION.
3. BEDDING
3.A. EXCAVATE TRENCH AND PLACE BEDDING MATERIAL IN ACCORDANCE WITH SECTION
02300.
4. INSTALLATION - PIPE
4.A. INSTALL TYPE AND CLASS OF PIPE AS SHOWN ON THE DRAWINGS. PIPES SHALL BE LAID
AND MAINTAINED TO THE REQUIRED LINE AND GRADE WITH NECESSARY FITTINGS,
BENDS, MANHOLE RISERS, CLEANOUTS AND OTHER APPURTENANCES PLACED AT THE
REQUIRED LOCATIONS. THE PIPE SHALL BE INSTALLED WITH UNIFORM BEARING UNDER
THE FULL LENGTH OF THE BARREL OF THE PIPE. THE PIPE SHALL BE INSPECTED FOR
DEFECTS AND CRACKS BEFORE BEING LOWERED INTO THE TRENCH. DEFECTIVE,
DAMAGED OR UNSOUND PIPE, OR PIPE THAT HAS HAD ITS GRADE DISTURBED AFTER
LAYING SHALL BE TAKEN UP AND REPLACED. COMMENCE INSTALLATION AT LOWEST
POINT WITH THE BELL END UPGRADE.
4.B. NO PIPE SHALL BE LAID IN WATER OR WHEN TRENCH CONDITIONS ARE UNSUITABLE FOR
WORK.
4.C. PIPE CONNECTING TO MANHOLES OR OTHER STRUCTURES SHALL TERMINATE FLUSH
INSIDE OF THE STRUCTURE WALL.
4.D. JOINTS FOR PVC AND CISP SHALL BE THOROUGHLY LUBRICATED WITH AN APPROVED
LUBRICANT BEFORE PIPE SECTIONS ARE SLIPPED TOGETHER. OPEN ENDS SHALL BE
FULLY PROTECTED WITH A STOPPER TO PREVENT EARTH OR OTHER MATERIAL FROM
ENTERING THE PIPE DURING CONSTRUCTION. CAREFULLY FREE INTERIOR OF THE PIPE
FROM DIRT, CEMENT AND OTHER DELETERIOUS MATERIAL AS THE WORK PROGRESSES.
4.E. MAINTAIN SEPARATION OF POTABLE WATER MAIN FROM SEWER PIPING AT CROSSINGS A
MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL.
4.F. INSTALL HDPE PIPING AND FITTINGS TO AWWA C901 AND C906. BUTT FUSION WELDED
PER ASTM D3261.
4.G. ROUTE PIPE IN STRAIGHT LINE PARALLEL TO ROADS, BUILDINGS AND ADJACENT UTILITIES
AND AS SHOWN ON THE DRAWINGS.
4.H. ESTABLISH ELEVATIONS OF BURIED PIPING WITH SUFFICIENT COVER AS RECOMMENDED
BY PIPE MANUFACTURER TO ENSURE NOT LESS THAN 3 FEET OF COVER, EXCEPT AS
NOTED ON DRAWINGS.
4.I. FORM AND PLACE CONCRETE FOR THRUST BLOCKS AT EACH ELBOW OF PIPE FORCE
MAIN. SEE CONSTRUCTION DRAWING FOR DETAILS OF CONSTRUCTION.
4.J. BACKFILL TRENCH IN ACCORDANCE WITH SECTION 02300.
4.K. INSTALL TRACE WIRE CONTINUOUS OVER TOP OF NON-METAL PIPE. BURY 6 INCHES
MINIMUM BELOW FINISH GRADE, ABOVE PIPELINE.
5. INSTALLATION - CLEANOUTS AND MANHOLES
5.A. FORM BOTTOM OF EXCAVATION CLEAN AND SMOOTH TO CORRECT ELEVATION.
5.B. FOR CLEANOUTS, FORM AND PLACE CAST_IN_PLACE CONCRETE BASE PAD WITH
PROVISION FOR SANITARY SEWER PIPE TO BE INSTALLED TO PROPER ELEVATIONS.
5.C. FOR MANHOLES, CONSTRUCT INVERTS ACCORDING TO THE FOLLOWING GUIDELINES:
5.C.1. INVERT CHANNEL SHALL BE SMOOTH AND ACCURATELY SHAPED TO A
SEMICIRCULAR BOTTOM TO MATCH WITH THE INSIDE OF THE ADJACENT SEWER
SECTION.
5.C.2. INVERT CHANNELS AND STRUCTURE BOTTOMS SHALL BE SHAPED WITH MORTAR
AND LEAN CONCRETE.
5.C.3. CHANGES IN SIZE AND GRADE OF INVERT SHALL BE MADE GRADUALLY AND EVENLY.
5.C.4. CHANGES IN THE DIRECTION OF THE SEWER ENTERING BRANCH OR BRANCHES
SHALL HAVE A TRUE CURVE OF AS LARGE A RADIUS AS THE MANHOLE WILL PERMIT.
5.D. FOR MANHOLES, PROVIDE MANHOLE RINGS, FRAME, AND COVER AS SHOWN ON THE
CONSTRUCTION DRAWINGS.
6. FIELD QUALITY CONTROL
6.A. FIELD QUALITY CONTROL SHALL BE CONDUCTED BY THE CONTRACTOR IN ACCORDANCE
WITH SECTION 01452.
6.B. PIPES AND JOINTS SHALL NOT BE COMPLETELY BACKFILLED UNTIL AFTER INSPECTION,
TESTING, AND APPROVAL BY THE OWNER AND LOCAL JURISDICTION.
6.C. PRIOR TO TESTING FOR LEAKAGE, THE PIPE TRENCH SHALL BE BACKFILLED TO AT LEAST
THE SPRING LINE OF THE PIPE. IF REQUIRED TO PREVENT PIPE MOVEMENT DURING
TESTING, ADDITIONAL BACKFILL SHALL BE ADDED LEAVING THE PIPE JOINTS UNCOVERED
TO PERMIT INSPECTION.
6.D. EXFILTRATION TEST
6.D.1. EACH SECTION OF SEWER LINE BETWEEN SUCCESSIVE MANHOLES SHALL BE
TESTED BY CLOSING THE LOWER END OF THE SEWER TO BE TESTED AND THE INLET
SEWER OF THE UPPER MANHOLE, USING STOPPERS.
6.D.2. FILL THE MANHOLE AND PIPE WITH WATER TO A POINT WHICH PRODUCES A
MAXIMUM OF 3 FEET OF HEAD ABOVE THE INVERT OF THE SEWER AT THE CENTER OF
THE UPPER MANHOLE; OR IF GROUNDWATER IS PRESENT, 3 FEET OF HEAD ABOVE
THE AVERAGE ADJACENT GROUNDWATER LEVEL.
6.D.3. THE ALLOWABLE LEAKAGE SHALL BE 200 GAL/INCH OF PIPE DIAMETER/MILE/DAY
6.E. INFILTRATION TEST
6.E.1. IF EXCESSIVE GROUND WATER IS ENCOUNTERED IN THE CONSTRUCTION OF A
SECTION OF THE SEWER, THE EXFILTRATION TEST SHALL NOT BE USED.
6.E.2. THE UPPER AND LOWER ENDS OF THE SEWER TO BE TESTED SHALL BE CLOSED
SUFFICIENTLY TO PREVENT THE ENTRANCE OF WATER.
6.E.3. PUMPING OF GROUND WATER SHALL BE DISCONTINUED FOR AT LEAST 3 DAYS; THEN
INFILTRATION SHALL BE TESTED.
6.E.4. INFILTRATION INTO EACH SECTION OF SEWER BETWEEN ADJOINING MANHOLES
SHALL NOT EXCEED THAT ALLOWED FOR THE EXFILTRATION TEST, EXCEPT THAT
HEAD CONDITIONS SHALL BE A MAXIMUM OF 6 FEET.
6.F. THE EXFILTRATION TEST MAY BE LIMITED TO THE MANHOLES ONLY WHEN THE
AUTHORITY HAVING JURISDICTION DOES NOT REQUIRE THE TEST AND THE
CONSTRUCTION MANAGER WAIVES THE TEST. THE INFILTRATION TEST WILL ALWAYS BE
REQUIRED WHEN EXCESSIVE GROUND WATER IS ENCOUNTERED IN ADDITION TO THE AIR
TEST.
6.G. AIR TEST: GRAVITY SYSTEMS SHALL BE AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR
5 MINUTES PER ASTM F1417 FOR PLASTIC PIPES.
6.H. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93 (STANDARD
TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE
(VACUUM) TEST).
6.I. DEFLECTION TEST:
6.I.1. DEFLECTION TESTS SHALL BE CONDUCTED ON ALL PLASTIC PIPE USING A MANDREL
WITH A DIAMETER EQUAL TO 95 PERCENT OF THE INSIDE DIAMETER OF THE PIPE.
THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.
6.I.2. ALLOWABLE DEFLECTION: MAXIMUM ALLOWABLE PIPE DEFLECTION SHALL NOT
EXCEED 5 PERCENT OF NOMINAL INSIDE DIAMETER.
6.I.3. MANDREL: MANDREL, GO/NO-GO, DEVICE SHALL BE CYLINDRICAL IN SHAPE AND
CONSTRUCTED WITH EITHER 9 OR 16 EVENLY SPACED ARMS OR PRONGS.
MANDRELS WITH FEWER ARMS WILL BE REJECTED AS NOT SUFFICIENTLY
ACCURATE. CONTACT LENGTH OF MANDREL'S ARMS SHALL EQUAL OR EXCEED
NOMINAL INSIDE DIAMETER OF SEWER TO BE INSPECTED. CRITICAL MANDREL
DIMENSIONS SHALL CARRY TOLERANCE OF 0.01-INCH MAXIMUM. CONTRACTOR
SHALL PROVIDE MANDREL AND NECESSARY EQUIPMENT FOR MANDREL TEST.
6.I.4. PROCEDURE: MANDREL SHALL BE HAND-PULLED THROUGH FLEXIBLE PIPE SEWER
LINES NO EARLIER THAN 30 DAYS AFTER TRENCH HAS BEEN COMPLETELY
BACKFILLED. SECTIONS OF SEWER NOT PASSING MANDREL SHALL BE UNCOVERED
AND REBEDDED, REROUNDED, OR REPLACED TO SATISFACTION OF OWNER OR
GOVERNING AGENCY. REPAIRED SECTION SHALL BE RETESTED.
6.J. HYDROSTATIC TEST: FORCE MAIN PIPING SHALL BE HYDROSTATICALLY TESTED AT 150
PSI IN ACCORDANCE WITH AWWA C 600.
6.K. PROVIDE MEASURING DEVICES, METERS, WATER, MATERIALS, AND LABOR FOR MAKING
THE REQUIRED TESTS.
6.L. TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION MANAGER OR
HIS DESIGNEE. TEST DATA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
APPROVAL.
END OF SECTION REVISIONS AND ISSUESPREPARED FOR:PROJECT NO.
SHEET NO.CHECKED BY:DRAWN BY:DEGDESIGNED BY:DWG NAME:PROJECT NO.:W220058DATEBY01.31.2022BTDATE:DEGSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.S MA PART OF THE SOUTHWEST QUARTER, SECTION 31, TOWNSHIP 18 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANAW22.0058431 E CARMEL DRIVE, CARMEL, IN 46032Know what'sbelow.
before you dig.Call
R
CULVER'SCARMEL, IN04.29.2022 DEGTAC COMMENT REVISIONS105.13.2022 AMQLANDSCAPE COMMENT REVISIONS206.24.2022 BTREMOVE PARKING ISLAND AND TRANSFORMER3TAC COMMENT REVISIONS 2407.07.2022 DEGWQ TREATMENT TRAIN & WATER COMMENTS508.12.2022 DEGADDED FIRE HYDRANT & FDC AND DRY LINE608.25.2022 DEGRELOCATED IRRIGATION VALVE & METER709.29.2022 DEGSWPPP2 UPDATE TO CLARIFY WQ UNIT & EASEMENT810.06.2022 DEGCRE REVIEW COMMENT REVISIONS910.24.2022 DEGADDED SURVEY DATA FOR EAST ADJOINER1011.23.2022 DEG
12/02/22