HomeMy WebLinkAbout_Construction Plans.pdf*
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
DETENTION BASIN
DRY
853.81
854.66
855.19
*
*
*
CLARIAN HEALTH PARTNERS, INC.
INSTRUMENT #200300092214
PLANS CERTIFIED BY:
Owner/
Developed by:
SOHUM DEVELOPMENT, LLC
7050 East 21st Street
Indianapolis, IN 46219
Phone: 317-357-8236
Contact Person: RAVI PATEL
email: ravi@sohumhospitalty.com
LOCATION MAP
SCALE: 1" =800'
SOILS MAP
SCALE: 1" =400'
REVISIONS
DESCRIPTION
SHT.DESCRIPTION
COVER SHEET
TOPOGRAPHICAL SURVEY/DEMO PLAN
SITE PLAN, GRADING PLAN
INDEX
DESIGN DATA
2.29 AC.
FLOOD MAP
SCALE: NTS
CONSTRUCTION DETAILS
STORM PLAN & PROFILES & SUB SURFACE DRAIN PLAN
C001
C100-C102
C200-C201
C600
C800-C803
SHT.
11/20/15
EROSION CONTROL PLAN & SPECIFICATIONSC300-C304
# OF PARKING SPACES 87
UTILITY PLAN, SIGNAGE PLANC400-C401
SITE
HYATT PLACE
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 EAST 106TH STREET
FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: BRETT A. HUFF
EMAIL: bhuff@stoeppelwerth.com
NOTES:
1.THIS SITE DOES NOT LIE WITHIN A FLOODPLAIN PER FIRM MAP NO. 18057C0209G DATED NOV. 19TH,
2014.
2.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVED PRIOR TO THE
CONSTRUCTION OF ACCELERATION/DECELERATION, PASSING BLISTER LANES AND/OR LEFT TURN
LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED TO EXCAVATION,
EMBANKMENT, PAVING, AND SUB-GRADE PREPARATION, ETC.
SITE
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SITE MAP
SCALE: 1" =60'
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA- Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high
watertable at 0.5 to 2.0 ft. and is on rises on uplands. Slopes are 0 to 2
percent. The native vegetation is hardwoods. The surface layer is silt
loam and has moderately low or moderate organic matter content (1.0 to
3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is moderate
(6.2 inches in the upper 60 inches).The pH of the surface layer in
non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management
concerns for crop production. This soil responds well to tile drainage.
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Mallard Court
HYATT PLACE
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BUILDING HEIGHT TWO STORY
# OF EMPLOYEES NA
SANITARY PLAN & PROFILESC500-C502
UTILITY CONTACTS:
Carmel Sewer Department
760 3rd Avenue Southwest
Carmel, Indiana 46032
Carmel Water Utilities
3450 West 131st Street
Westfield, IN 46074
AT & T
5858 North College Avenue
Indianapolis, Indiana 46220
Brighthouse Networks
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
Duke Energy
16475 Southpark Drive
Westfield, Indiana 46074
Indianapolis Power & Light Company
3600 North Arlington Avenue
Indianapolis, Indiana 46218
Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
Map Unit: BR - Brookston silty clay loam
Br - Brookston silty clay loam
In a typical profile the surface layer is very dark gray-ish brown and
very dark gray silty clay loam about 11 inches thick. The subsoil
extends to a depth of 58 inches and is dark gray, gray, and grayish
brown, mottled, firm clay loam and loam. The substratum, to a depth of
70 inches, is brown loam. In some places this soil is a silty clay loam to
a depth of 40 inches. In some places the lower part of the subsoil is
sandy loam, loamy sand, or sandy clay loam. Lighter colored material
has been deposited on the original surface layer in a few areas.
OPERATING AUTHORITY
CITY OF CARMEL
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
(317) 571-2441
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Spring Lake Estates
LANDSCAPE PLANC900
HYATT PLACE
A part of the Southwest corner of the East Half of the Northwest
Quarter of Section 35, Township 18 North, Rang 3 East, Clay
Township, Hamilton County, Indiana, more particularly described as
follows:
Beginning at the corner of said section corner; thence North 00 degrees
01 minutes 06 seconds West 206.50 feet; thence North 88 degrees 53
minutes 04 seconds East 400.25 feet; thence North 00 degrees 04
minutes 19 seconds East 140.00 feet; thence North 88 degrees 53
minutes 04 seconds East 50.01 feet; thence South 00 degrees 04
minutes 19 seconds West 346.51 feet; thence South 88 degrees 53
minutes 04 seconds West 449.93 feet to the place of beginning,
containing 2.294 acres, more or less.
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STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET &
ENDSECTION
GV
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
OVERHEAD ELECTRIC LINES
TELEPHONE LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
FENCE LINE
POWER POLES
LIGHT POLE
SANITARY WET WELL
GUY WIRE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS VALVE
CLEANOUT
WATER METER
WATER VALVE
FIRE HYDRANT
DEMO ITEMS
FOR WATER LOCATES
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
(317) 844-9200
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT
WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING
POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
CONSTRUCTION LIMITS
DEVELOPMENT SECTION LIMITS
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A FLOODWAY OR
FLOOD PLAIN PER FIRM 18057C0209G DATED NOV. 19,
2014.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND
WEEDS WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: COMMERCIAL
EAST: COMMERCIAL
SOUTH: COMMERCIAL
WEST: RESIDENTIAL
DEMO ITEMS
DEMO ITEMS
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STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET &
ENDSECTION
GV
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
OVERHEAD ELECTRIC LINES
TELEPHONE LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
FENCE LINE
POWER POLES
LIGHT POLE
SANITARY WET WELL
GUY WIRE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS VALVE
CLEANOUT
WATER METER
WATER VALVE
FIRE HYDRANT
DEMO ITEMS
FOR WATER LOCATES
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
(317) 844-9200
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT
WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING
POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
CONSTRUCTION LIMITS
DEVELOPMENT SECTION LIMITS
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A FLOODWAY OR
FLOOD PLAIN PER FIRM 18057C0209G DATED NOV. 19,
2014.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND
WEEDS WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: COMMERCIAL
EAST: COMMERCIAL
SOUTH: COMMERCIAL
WEST: RESIDENTIAL
DEMO ITEMS
DEMO ITEMS
DA
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SHEET NO.
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x x
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STORM SEWER LINE; MANHOLE,
CURB INLET, FLAT INLET &
ENDSECTION
GV
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
OVERHEAD ELECTRIC LINES
TELEPHONE LINE
WATER LINE
SANITARY SEWER LINE; MANHOLE
FENCE LINE
POWER POLES
LIGHT POLE
SANITARY WET WELL
GUY WIRE
TELEPHONE PEDESTAL
TELEPHONE MANHOLE
GAS VALVE
CLEANOUT
WATER METER
WATER VALVE
FIRE HYDRANT
DEMO ITEMS
FOR WATER LOCATES
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP
REGIONAL WASTE DISTRICT
(317) 844-9200
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT
WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING
POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT
OF PROPOSED RIGHT-OF-WAY LINE.
CONSTRUCTION LIMITS
DEVELOPMENT SECTION LIMITS
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A FLOODWAY OR
FLOOD PLAIN PER FIRM 18057C0209G DATED NOV. 19,
2014.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND
WEEDS WITH WOODS ON THE SITE.
ADJACENT PROPERTIES
NORTH: COMMERCIAL
EAST: COMMERCIAL
SOUTH: COMMERCIAL
WEST: RESIDENTIAL
DEMO ITEMS
DEMO ITEMS
DA
T
E
MA
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RE
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N
S
BY
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
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6" COMBINED CURB AND WALK
ACCESSIBLE RAMP
LAWN AREA (SEE LANDSCAPE PLAN)
4" WIDE WHITE STRIPING
6" STRAIGHT CURB
CONCRETE BOLLARD
4" WIDE BLUE STRIPING
DUMPSTER ENCLOSURE
HANDICAP SIGN
DECORATIVE ENTRY (SEE ARCH. PLANS)
HANDICAP PARKING
1' CONCRETE MEDIAN (SEE ARCH. PLANS)
KEYNOTES
BUILDING LINE
DRAINAGE EASEMENT
RADIUS
PROPOSED CONCRETE
B.L.
D.E.
R=
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED SANITARY LATERAL
PROPOSED STORM SEWER
PROPOSED WATER LATERAL
S
LEGEND
020 2010
NOTES
ALL CONCRETE CURB RADII ARE 5' TO FACE
OF CURB UNLESS NOTED OTHERWISE.
ALL RADII AND PAVEMENT DIMENSIONS
ARE MEASURED TO THE EDGE OF
PAVEMENT OR FACE OF CURB (WHERE
APPLICABLE)
SEE ARCHITECTURAL PLANS FOR BUILDING
DIMENSIONS
ALL DIMENSIONS TO THE BUILDING ARE TO
THE BUILDING FACE AT GRADE.
CONTRACTOR SHALL COORDINATE WITH
THE BUILDING CONTRACTOR ON PLACING
THE FINAL ASPHALT WEARING SURFACE ON
ALL PAVED AREAS. TIMING SHALL BE
COORDINATED TO MINIMIZE
CONSTRUCTION-TYPE TRAFFIC ON THE
FINAL WEARING SURFACE. ALL SOFT SPOTS
IN PAVEMENT AND SUBGRADE TO BE
REPAIRED PRIOR TO PLACEMENT OF FINAL
ASPHALT SURFACE.
1.
2.
3.
4.
5.
HYATT PLACE
ITEM PROVIDED PER THE SUBMITTED
SITE DEVELOPMENT PLAN
PARKING SPACES REQUIRED/MOBILITY IMPAIRED
ACCESSIBLE SPACES
87 SPACES TOTAL
(4 H.C. SPACES)
CONCRETE PARKING BUMPER
CONCRETE SIDEWALK
SEE SHEET C803 FOR PAVEMENT SPECS
MONUMENT SIGN
RETAINING WALL
FIRE DEPT. CONNECTION
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C201
020 2010
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870
848.0
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
870
S
LEGEND
BUILDING LINE
STORM SEWER EASEMENT
RADIUS
PROPOSED CONCRETE
B.L.
S.S.E.
R=
CONTACT:
CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT
(317) 844-9200
STORM SEWER FOR THIS PROJECT WILL BE PRIVATE
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL BE
RCP CLASS III. WITH EXCEPTION OF REAR YARD SSD'S.
NOTE:
FOR STORM AND PIPE CHARTS SEE THIS SHEET
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95
PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD
PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED;
BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR
REMOVED ACROSS THIS SITE. IF ANY OF THESE TILES EXTEND BEYOND THE
LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE
OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS ILLEGAL TO
BLOCK OFF A PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES
PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS
WITH OTHER UTILITIES, STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
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 WORK
TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO
WORK WITHIN THE EXISTING AND PROPOSED CITY R/W.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO
ANY WIDENING, AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN
APPROVED STORM WATER MANAGEMENT PERMIT.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS
REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH
PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES
REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED
RIGHT-OF-WAY LINE.
CONSTRUCTION LIMITS
FLUSH
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1" = 20 FT
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
RAVI PATEL
PHONE: (317) 357-8236
NOTE:
1.ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2.IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
LEGEND
Denotes Silt Fence, Tree Protection Fencing to also be
installed in addition to Silt Fence.
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
SF SF SF
Temporary "Drop inlet protection basket", Sediment Control Devices
VEGETATIVE
SWALE
2' SUMP WITH
SNOUT
Do Not Mow Sign
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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
RAVI PATEL
PHONE: (317) 357-8236
Know what's
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1" = 50 FT
LEGEND
Denotes Construction Limits
Denotes permanent seeding & mulch areas
Seeding rate:
Seeding mixture:
l30#/acre or 3#/l000 S.F.
25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S150 by North American Green
Seeding rate:
Seeding mixture:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
NOTE:
1.ANY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED
IN THE FIELD BY THE INSPECTOR.
2.IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN THE FORM OF
TEMPORARY SEEDING, MULCH, OR SPRAY ON POLYMER.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
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SHEET NO.
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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
RAVI PATEL
PHONE: (317) 357-8236
HYATT PLACE
SITE NAME
The area scheduled for construction is known as "Hyatt Place"
(hereinafter referred to as the "Project").
PROJECT LOCATION
The property is located at the east of Illinois Street and west of Meridian Street.
/DWLWXGH
1/RQJLWXGH
:
OWNER'S INFORMATION
1.) WATERSHED HYDROLOGIC UNIT CODE (HUC)
HUC14 05120201120070 Little Eagle Creek Drain
13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN
2.) NAME OF ALL RECEIVING WATERS
3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year)
Post-construction 10-year discharge: 1.360 cfs
4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE
There should be no potential discharges into the groundwater on this site.
5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wills or sinkholes)
6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS
Soil information from the Hamilton County Soil Survey is shown on sheet C304. This includes a copy of
the soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations.
7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
1. Material storage areas (more specifically described below)
2. Construction waste material
3. Fuel storage areas and fueling stations
4. Exposed soils
5. Leaking vehicles and equipment
6. Sanitary waste from temporary toilet facilities
7. Litter
8. Windblown dust
9. Soil tracking off site from construction equipment
The following construction materials will be staged or stored on site at various points during
development of the site.
1. Road base
2. Concrete drainage pipe
3. Concrete culverts
4. Precast concrete manholes
Silt fences shall be installed with the contour of the slopes.
Max. Slope Length above Silt Fence (Ft.) Land Slope %
100
75
50
25
15
< 2
2-15
5-10
10-20
7-20
8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES
b. For dimensions of these measures see sheets C304.
d. For Construction details for these measures see sheet 304.
a. Construction entrance will be in place prior to this phase of construction. Entrance is shown for
reference on Sheet C300 and C301. The contractor has the option to use one of several storm
sewer inlet protection methods, depending on the inlet location and the stage of construction.
Refer to Sheet C301 for locations and refer to Sheet C304 for details. Manufactured
products such as the Dandy Bag or Catch-All products may also be used at the contractor's
discretion. Manufactured products shall be installed in accordance with the manufacturer's
specifications.
c. Proposed detention basins shall be used to extend detention times to
achieve stormwater quality. Riprap revetment will be used at each of the stormwater outlets where
not connecting into existing manholes. Erosion control blankets will be utilized as grade-stabilization
structures. Sheet flow areas will be protected by seed and mulch or hydroseeding. Erosion control
blankets will be installed on sloped areas where the slope exceeds 6:1 (horizontal to vertical). Silt
fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300-C301.
e. Monitoring and maintenance guidelines:
9.) GENERAL CONSTRUCTION SEQUENCE
Temporary stockpile shown on sheet C301.
10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Refer to Sheet C304, within the Seasonal Soil Protection Chart.
12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS
14.) OPERATOR'S INFORMATION
SWPPP FOR CONSTRUCTION SITES SWPPP FOR POST-CONSTRUCTION
1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or
buried on site. All solid waste materials, including disposable materials incidental to the
construction activity, must be collected in containers or closed dumpsters. The collection
containers must be emptied periodically and the collected material hauled to a landfill permitted by
the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters and
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct
construction workers on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes.
All hazardous waste materials will be disposed in the manner specified by federal, state, or local
regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct
construction workers on proper hazardous waste procedures. The location of any hazardous waste
storage areas should be indicated on the stormwater pollution prevention plan by the operator
following on-site location of the facility.
port-o-lets are not to be placed in the street.
Dust Control/Off-site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor
to reduce dust. After construction, the site should be stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or
equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is
tracked into existing streets. If sediment escapes the construction site, off-site accumulations of
sediment must be removed at a frequency sufficient to minimize offsite impacts.
Inspection Schedule/Reporting
All impacted areas, as well as all erosion and sediment control devices, will be inspected every
seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT is
issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering
Inspections shall be conducted and a written report prepared, by a designated and qualified person
familiar with the USEPA NPDES Storm Water General Permit, and the Project.
Inspection reports shall be completed including scope of the inspection, name(s) and qualifications
of personnel making the inspection, the date of the inspection, observations relating to the
implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance
noted during the inspection. The inspection report should state whether the site was in compliance
or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection
reports on site and permanently for a period of two years following construction. The on-site
reports may be requested by inspections conducted by the local MS-4.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking.
Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance
and other controls.
Material Storage Inspections
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation.
The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot
discharge from storage areas. Off-site material storage areas used solely by the subject project
are considered to be part of the project and must be included in the erosion control plans and the
site inspection reports.
Soil Stabilization Inspections
Erosion and Sediment Control Inspections
All controls should be inspected at least once every seven (7) calendar days and following any
storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that
will be used for specific controls:
1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.
2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall
event.
3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related
events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform
protection.
4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the
height of the fence.
5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones.
6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is
established. Establish a watering and fertilizing schedule.
7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to
stormwater shall be prevented from becoming a pollutant source for stormwater discharges through
screening of outfalls and daily pickup of litter.
In the event that sediment escapes the construction site, off-site accumulations of sediment must
be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the
situation where sediment has washed into the street and could be carried into the storm sewers by
the next rainfall and/or pose a safety hazard to users of public streets.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released, the
date of the release, the circumstances of the release, and the steps to be taken to prevent future
spills) to the local MS-4.
Compliance of the site with the General Construction Permit remains the responsibility of all
operators that have submitted an NOI until such time as they have submitted a Notice of
Termination (NOT). The permittee's authorization to discharge under the General Construction
Permit terminates at midnight of the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following
conditions have been met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was
responsible.
2. Another operator/permittee has assumed control over all areas of the site that have not been
finally stabilized.
3. In residential construction operations, temporary stabilization has been completed and the
residence has been transferred to the homeowner.
The proposed land use will consist of single family residential houses. The pollutants and sources
of each pollutant normally expected from these types of land uses are listed below:
Pollutant Source: Passenger vehicles, delivery vehicles, and trucks
Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and
lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass,
metal and plastic fragments, grit, road de-icing materials
Pollutant Source: Residence
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof
drainage, aggregate or rubber fragments from roofing system
Pollutant Source: Trash dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated
with distributions operations), uneaten food products, bacteria
Pollutant Source: Roadway
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing
surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching),
pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,
wind-blown litter from off-site sources, and elevated water temperatures from contact with
impervious surfaces
Pollutant Source: Lawn and landscape areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides
The anticipated pollution sources are the vehicles that will use these future facilities, including both
truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other
pollutants associated with vehicular traffic.
Department One, Civic Square, attention Storm Water Administrator.
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all
proposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the background
vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will
water, fertilize, and reseed disturbed areas as needed to achieve this goal.
10. Concrete wash-out
11. Groundwater Chemical oxygen demand and Iron.
Spill Response Directions
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released,
the date of the release, the circumstances of the release, and the steps to be taken to prevent
future spills) to the local MS-4. In the event of small spills, please contact the construction
supervisor. In the event of spills that require removal of soils or other materials, please contact
the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In
the event of spills that have potential groundwater or surface water contamination, please
contact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response,
IDEM, and the City of Carmel Utility Department.
Hamilton County Surveyor: 317-776-8495
Carmel Fire Department: 317-571-2600
IDEM: 317-356-2411
Carmel Utilities: 317-571-2645
Bear Creek; Little Eagle Creek Drain
Local Emergency Response: 911
This project includes the construction of 27 lots. Tallyn's Ridge consists of approximately 18.50 acres. Construction will include pad grades for
the buildings, associated roadways, landscaping, and drainage infrastructure.
Storm Runoff will leave the site through a proposed storm pipe to the West and into a Swale to a pipe under Shelbourne
Road to Little Eagle Creek Drain.
SOHUM Development, LLC
7050 East 21st Street
Indianapolis, IN 46219
Phone: (317) 357-8236
Contact Person: Ravi Patel
2.)Description of Proposed Post Construction Stormwater Quality Measures:
For further information on Post Construction Storm Water Quality measures please see the O&M manual for this project.
a.Inlets/Sump Catch Basins - The proposed inlets will prevent large debris such as paper, trash and construction material from entering the
storm sewer. The sump catch basins (Str. #800, 803, 806 & 810) are storm structures constructed with a sump which serves as a sediment
storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an environmental protection
stamp informing the public not to pollute the environment. Inlets and inlet castings specifications can be found on Sheets C802 & C803.
b.Vegetated Swale - There is a vegetated swale located just east and south of the proposed building. This area is gently sloped and
vegetated to allow filtratrion prior to entering the detention basin and the ultimate storm outlet for this project. Also see details in the O
& M Manual for further information.
c.Aqua-Swirl (AS-2) - Structure #805 will serve as a structural water quality unit. See details int the O&M Manual.
3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:
Please see construction sequence. Also the stormwater quality will be handled with a Catch Basins, Vegetated Swales and Aqua-Swirl such
measures will be in conjunction with the projects Water Quality and O&M manual.
4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM
AND RIPARIAN HABITATS:
Please see construction sequence. Also the stormwater quality will be handled with a Catch Basins, Vegetated Swales and Aqua-Swirl such
measures will be in conjunction with the projects Water Quality and O&M manual.
5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION STORMWATER
QUALITY MEASURES:
Please see construction sequence. Also the stormwater quality will be handled with a Catch Basins, Vegetated Swales and Aqua-Swirl such
measures will be in conjunction with the projects Water Quality and O&M manual.
1.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL PRIOR TO ANY
CONSTRUCTING ON THE SITE BEING STARTED. THE CONTRACTOR AND/OR DEVELOPER SHALL NOTIFY IDEM AND THE CITY
OF CARMEL 48 HOURS PRIOR TO START OF CONSTRUCTION.
2.)2//2:,1*7+(5(48,5('35(&216758&7,210((7,1*7+(&2175$&7256+$//&216758&77+(³3267,1*
,1)250$7,21&(17(5´217+(1257+($676,'(2)7+(352326('&216758&7,21(175$1&(7+(/2&$7,212)7+(
POSTING INFORMATION CENTER IS SHOWN ON SHEET C300&C301. THE POSTING INFORMATION CENTER IS THE LOCATION
WHERE A COPY OF THE APPROVED IDEM RULE 5 PERMIT, APPROVED SWPP PLAN, SIGNED O&M MANUAL AND MAINTENANCE
LOGS ARE TO BE LOCATED. THE CONTRACTOR SHALL PROCEED TO CONSTRUCT THE CONSTRUCTION ENTRANCE AFTER ALL
POSTING REQUIREMENTS HAVE BEEN MET.
3.IMMEDIATELY FOLLOWING THE INSTALLATION OF THE CONSTRUCTION ENTRANCE, THE CONTRACTOR SHALL
CONSTRUCT THE MAINTENANCE AND REFUELING AREA. PLEASE REFER TO THE MAINTENANCE AND REFUELING AREA
DETAIL ON SHEET C305.
4.AFTER THE MAINTENANCE AND REFUELING AREA IS CONSTRUCTED, THE CONTRACTOR TO CONSTRUCT THE
CONCRETE WASHOUT AREA PER THE SPECIFICATIONS ON SHEET C304. CONCRETE WASHOUT SHALL NOT BE REQUIRED IF
CONCRETE TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO SYSTEM PROVIDED BY ENVIROGUARD,
OR APPROVED EQUAL.
5.PRIOR TO ANY EARTH MOVING THE CONTRACTOR SHALL INSTALL ALL SILT FENCE AS SHOWN ON SHEET C300. THE
DETAILS AND SPECIFICATIONS FOR SILT FENCE INSTALLATION ARE LOCATED ON SHEET C303.
6.THE CONTRACTOR SHALL PROTECT ALL EXISTING INLETS WITH DROP INLET PROTECTION BASKETS AND/OR FIBER
MATS AS SHOWN ON SHEET C300. THE DETAILS AND SPECIFICATIONS FOR THE DROP INLET BASKETS AND FIBER MATS ON
SHEET C303.
7.:+(17+(³(;,67,1*´6,7(&216758&7,21/,0,76$5(&203/(7(/<67$%,/,=('7+(&217$&7256+$//
EXCAVATE THE DETENTION BASIN AND ASSOCIATED SWALES AND PLACE MATERIAL IN THE PROPOSED FILL AREAS AS
SHOWN ON SHEETS C201.
8.IMMEDIATELY FOLLOWING THE INSTALLATION OF DETENTION BASIN AND ASSOCIATED SWALES THE CONTRACTOR IS
TO INSTALL ALL EROSION CONTROL BLANKETS AND SEEDING IN THESE AREAS AS SHOWN ON SHEET C301. THE DETAILS
AND SPECIFICATIONS CAN BE FOUND ON SHEET C304.
9.AFTER LAKES HAVE BEEN STABILIZED CONTRACTOR TO PROCEED TO GRADE THE SITE. THE MATERIAL TO GRADE THE
SITE SHALL BE EXCAVATED PER THE PROPOSED CUT & FILLS AS SHOWN ON SHEET C201.
10.CONTRACTOR SHALL INSTALL PROPOSED STORM SEWERS.
11.THE PROPOSED STORM SEWER AND SANITARY SEWER SHALL BE INSTALLED CONCURRENTLY WITH EACH OTHER
WHEN CROSSINGS ARE ENCOUNTERED.
12.THE CONTRACTOR SHALL PREPARE THE SUB-GRADE FOR THE PROPOSED ROAD SYSTEM. IF LIME STABILIZATION IS
THE METHOD CHOSEN, DUST SHALL BE KEPT TO A MINIMUM. DUST SHALL BE REMOVED FROM THE CONSTRUCTION
VEHICLES PRIOR TO LEAVING THE SITE.
13.CONTRACTOR SHALL INSTALL ALL CONCRETE CURB.
14.CONTRACTOR SHALL INSTALL WATER MAIN. THE TRENCH AREA SHALL BE SEEDED AND MULCHED IMMEDIATELY
FOLLOWING THE INSTALLATION OF THE WATER MAIN.
15.CONTRACTOR SHALL HAVE ALL OTHER APPROPRIATE UTILITIES INSTALLED. IT IS ULTIMATELY THE RESPONSIBILITY
OF THE CONTRACTOR TO ENSURE THAT THE TRENCH AREA IS SEEDED AND MULCHED IMMEDIATELY FOLLOWING THE
INSTALLATION OF EACH UTILITY.
16.CONTRACTOR SHALL INSTALL ALL ASPHALT PAVEMENT.
17.THE CONTRACTOR SHALL PERMANENT SEED ALL AREAS THAT ARE ILLUSTRATED ON SHEETS C302. THE SEED
MIXTURE AND RATE CAN BE FOUND ON SHEET C302-C304.
18.THE CONTRACTOR SHALL SCHEDULE A SITE INSPECTION WITH THE CITY OF CARMEL TO ENSURE THAT THE SITE IS
STABILIZED. AFTER THE INSPECTOR APPROVES THE SITE CONDITIONS THE CONTRACTOR SHALL REMOVE ALL TEMPORARY
EROSION CONTROL PRACTICES.
19.THE POST-CONSTRUCTION EROSION CONTROL PRACTICES THEN BECOME THE RESPONSIBILITY OF THE DEVELOPER OF
THIS PROJECT.
20.THE DEVELOPER OF THIS PROJECT SHALL CONTINUE TO MONITOR THIS SITE FOR GOOD HOUSE KEEPING ON THE
POST-CONSTRUCTION BMP'S UNTIL A NOT IS FILED WITH IDEM.
21.THE O&M MANUAL FOR THIS PROJECT WILL REMAIN THE RESPONSIBILITY OF THE LAND OWNER OR ANY
PREDECESSORS TO TAKE CLAIM OF THIS PROPERTY.
SOHUM Development, LLC
7050 East 21st Street
Indianapolis, IN 46219
Phone: (317) 357-8236
Contact Person: Ravi Patel
CONSTRUCTION
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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
RAVI PATEL
PHONE: (317) 357-8236
DO NOT MOW SIGN DETAIL
DO NOT MOW ORSPRAY
SIGNS ARE REQUIRED ON BOTH SIDE LIMITS OF BIO SWALES. INCLUDE PLANTING
SCHEDULE AND WHICH QUALIFIED NATIVE PLANTING PERSONNEL OR ORGANIZATION
WILL BE INSTALLING OR CONSULTED FOR INSTALLATION. OUTLETS TO PONDS USED
AS POST CONSTRUCTION WATER QUALITY BMP'S WILL NEED TO HAVE A DEDICATED
EASEMENT AND BE RECORDED AS SUCH ON THE PLAT WITH A SPECIFIC DESCRIPTION,
(i.e. SPECIFIC POND OUTLETS ARE TO BE PLANTED WITH A WET MESIC SEED MIX) THE
END GOAL IS TO ENSURE THAT EVEN THROUGH A CHANGE OF LAND OWERSHIP; THE
BMP WILL STILL BE RECORDED ON THE PLAT AND MAINTENANCE RESPONSIBILITY
WILL TRANSFER. ALSO, SPECIFY THAT ANY MODIFICATION TO THIS WATER QUALITY
BMP ON THE RECORDED PLAT WILL REQUIRE APPROVAL FROM THE PLANNING
COMMISION AND THE CITY OF CARMEL - MS4. GATHER SPECIFIC MAINTENANCE
PROCEDURE FOR THESE PLANTINGS AND FOR THE POND ITSELF, AND INCLUDE THEM
IN THE OPERATIONS AND MAINTENANCE MANUAL FOR THIS PROJECT.
STABILIZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
SEEDING
SODDING
MULCHING
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC.
A *///////////* *///>
B > B >
E *////////* >
F** *//////////////* >
G >
SEASONAL SOIL PROTECTION CHART
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE
FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE
THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
#4 GAGE WIRE
FILTER FABRIC
YARD
GRASS
SILT PROTECTION FOR
DITCH GRATE (NEENAH
R-4342) CASTINGS.
CASTING
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
AFTER ALL AREAS DRAINING TO THESE AREAS
AFTER ALL AREAS DRAINING TO THESE AREAS
REMOVAL OF SILT FENCE
REMOVAL OF INLET PROTECTION
ARE STABILIZED
ARE STABILIZED
INLET PROTECTION AFTER EACH INLET IS PLACED
N/A
N/A
INSPECT AFTER EACH STORM EVENT.
THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY
PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE-
SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED.
INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS;
UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE
PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-
CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.
TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH
NATURAL GROUND, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS.
REMOVE SEDIMENT FROM TRAPS WHEN THEY ARE 50% FULL.
WHEN THE WORK AREA HAS BEEN STABILIZED, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH THE
CHECK THE OUTLETS AND MAKE NECESSARY REPAIRS IMMEDIATELY.
REMOVE SEDIMENT FROM THE CHANNEL AND REINFORCE THE RIDGE AS NEEDED.
INSPECT WEEKLY AND FOLLOWING EACH STORM EVENT.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
EROSION CONTROL MATTING AFTER FINISH GRADING
PERMANENT SEEDING
TEMPORARY SEEDING
AFTER FINISH GRADING
AFTER ROUGH GRADING
RECOMMENDATIONS.
SEED IF NECESSARY.
TEMPORARY DIVERSIONS AFTER ROUGH GRADING
SILT FENCE PRIOR TO CLEANING AND GRADING
IS CAUSING THE FABRIC TO BULGE.
AFFECTED PORTION IMMEDIATELY.
INSTALLATION SEQUENCE
STONE ENTRANCE
EROSION CONTROL MEASURE
PRIOR TO CLEANING AND GRADING
EROSION CONTROL NOTES
TOPDRESS WITH CLEAN STONE AS NEEDED.
MAINTENANCE
Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather
conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements
are met.
A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC.
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.
B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR
*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
TACKIFYING
Curb inlet protection mat
Plastic washers on ties
CURB INLET PROTECTION DETAIL
NOT-TO-SCALE
Plastic washers on ties
Runoff
accumulated sediments after every storm.
Inspect and repair as needed, and remove any1.
Seedbed Preparation for Permanent Seeding
1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or
Cooperative Extension office for assistance and soils information, including available testing services.)
2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations.
3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12
analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a
phosphorous deficency.
4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake
operated across the slope.
SILT FENCE INSTALLATION & SPECIFICATIONS
Curb Inlet Protection Mats
The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overall
dimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along the
top where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall be
a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2
layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilized
polypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)
intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"
spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.
The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement.
NOT-TO-SCALE
CONSTRUCTION ENTRANCE DETAIL
20
150
8
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
TYPICAL CURB BOX
INLET FILTER TYPICAL ROUND
INLET FILTER
2-PLY REPLACEABLE SEDIMENT BAGS
WITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESS
STEEL
CLAMPING
BAND
REAR CURB GUARD FLAP
WITH MAGNETIC TIE-DOWNS
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3.REPLACE GRATE
STANDARD 2"
OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM
CURB INLET SEDIMENT CONTROL DEVICE OR
ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC
RIGHT OF WAY
NTS
CONCRETE WASHOUT DETAIL
NOT-TO-SCALE
AROUND ENTIRE PERIMETER
HAY BALES STACKED
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
H
A
Y
B
A
L
E
S
ST
A
C
K
E
D
2
H
I
G
H
EXCAVATE 1.0'
INTO GROUND
ANCHOR PLASTIC LINING
OVER TOP OF BALES WITH
STAKES
SIGN TO DESIGNATE AREA AS
A WASHOUT FACILITY
NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OR
OTHER DRAINAGE WAYS.
15.0'
12
.
0
'
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE
TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL.
SOILS MAP
SCALE: 1"1000'
Map Unit: Br - Brookston silty clay loam
Br--Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and
is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses
and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter
content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most
restrictive layer above 60 inches. Available water capacity is high (10.0 inches in the upper
60 inches).The pH of the surface layer in non-limed areas is 6.1 to 7.3. This soil is hydric.
Wetness is a management concern for crop production. This soil responds well to tile
drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
CrA--Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and
is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The
surface layer is silt loam and has moderately low or moderate organic matter content (1.0 to
3.0 percent). Permeability is very slow (< 0.06 in/hr) in the most restrictive layer above 60
inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).The pH of
the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management
concerns for crop production. This soil responds well to tile drainage.
Pn - Patton silty clay loam
In a typical profile the surface layer is very dark gray and black silty clay loam about 12
inches thick. The subsoil is dark gray, olive gray and light olive gray, mottled, firm silty clay
loam about 26 inches thick. The substratum, to a depth of 60 inches, is calcareous and is olive
gray and gray silt loam and light silty clay loam. In some areas, the surface layer is less than
12 inches thick or the substratum is stratified loamy material. In some areas calcareous loam
till is at a depth of less than 60 inches and part of the subsoil below a depth of 40 inches
formed in glacial till. Many areas that are surrounded by eroded soils have an overwash of
light colored soil material on the original surface layer.
SITE
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SHEET NO.
DRAWN BY:CHECKED BY:
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PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
RAVI PATEL
PHONE: (317) 357-8236
PORT-O-LET
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
ZZ
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
ZZ
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
ZZ
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
5'-0"
5'-0"
2'-0"
10'-0"
3'-0"
RIP-RAP DETAIL
6"-8" RIP-RAP
HANDLAID
NOT-TO-SCALE
OVER GEOTEXTILE FABRIC
1-1/2'1-1/2'
1 STAPLE
PER SQ. YD.PER SQ. YD.
1-1/2 STAPLES
PER SQ. YD.
2 STAPLES
PER SQ. YD.
3.5 STAPLES
FT.
150
200
250
100
50
25
75
225
275
A B C D
A
A
B
B
175
125
C
C C
C
B B
D
4:1 3:1 2:1 1:1 LOW MED/HIGH
FLOW
CHANNEL CHANNEL
FLOW
AND
SHORELINESLOPE GRADIENT
SL
O
P
E
L
E
N
G
T
H
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
GREEN EROSION CONTROL BLANKETS. STAPLE
PATTERNS WILL VARY DEPENDING UPON SLOPE
LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE
ANNUAL RAINFALL.
20"
2'
4'4'
3'
2'
4'
3'
3'
6'6'
3'
3'
STAPLE PATTERN GUIDE
EROSION CONTROL BLANKET
BLANKET
THE BLANKET
BLANKET.
BLANKET STAPLES/STAKES
BLANKET
PORT-O-LET
DA
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BY
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S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
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BUILDING LINE
DRAINAGE UTILITY & STORM EASEMENT
DRAINAGE EASEMENT
UTILITY EASEMENT
SANITARY SEWER EASEMENT
B.L.
D.U.&S.E.
D.E.
U.E.
S.S.E.
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINEW
S
LEGEND
NOTE: ALL PROPOSED HYDRANTS PAINTED
RED
CONSTRUCTION LIMITS
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SHEET NO.
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3
3
(
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STOP BAR
NOTES:
1.THERMOPLASTIC PAVEMENT MARKINGS ARE REQUIRED ON ASPHALT PAVEMENT WITHIN
RIGHT-OF-WAY. EPOXY PAVEMENT MARKINGS ARE REQUIRED ON CONCRETE WITHIN RIGHT-OF-WAY.
2.UTILITY CONFLICTS (INCLUDING UTILITY POLES) MUST BE COMPLETELY RESOLVED PRIOR TO
CONSTRUCTION OF ACCELERATION/DECELERATION, PASSING BLISTER LANES AND/OR LEFT TURN
LANES. CONSTRUCTION OF THESE LANES INCLUDES BUT IS NOT LIMITED TO EXCAVATION,
EMBANKMENT, PAVING, AND SUBGRADE PREPARATION, ETC.
3.ALL ROADS MUST BE BROUGHT BACK TO ORIGINAL OR BETTER CONDITION, INCLUDING BUT NOT
LIMITED TO STRIPING, STONE SHOULDERS AND SIGNAGE. REPAIRS (i.e., STRIPING)SHALL COINCIDE WITH
THE ADJOINING ROAD AT BOTH ENDS.
4.ALL TRAFFIC CONTROL SIGNS SHALL MEET CHAPTER 2D: GUIDE SIGNS-CONVENTIONAL ROADS OF THE
MUTCD MANUAL 2009 EDITION.
5.ALL PAVEMENT MARKINGS SHALL CONFIRM TO THE APPLICABLE MUTCD STANDARDS.
6.GRINDING METHODS SHALL BE UTILIZED FOR ALL PAVEMENT MARKING REMOVALS
ST
O
P
STOP
LEGEND
STOP SIGN - 2 (R1-1)
STREET LIGHT (LIGHTS TO MATCH
EXISTING LIGHTS SPECS AND TYPE)
STOP BAR
HANDICAP SIGN
HANDICAP SIGN
ST
O
P
STOP BAR
NO LEFT TURN
ADDED BELOW
STOP SIGN
HANDICAP SIGN
ENTRY SIGN
DA
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N
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BY
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:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
6
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
1
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Know what's
R
1" = 50 FT
NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS
OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE,
AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING,
NO MORE NO LESS, ON EACH STRUCTURE.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
REFER TO SHEET C500 FOR SANITARY TRENCH DETAIL
WITHIN CITY RIGHT-OF-WAY.
FULL DEPTH GRANULAR BACKFILL
DA
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N
S
BY
CE
R
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D
:
S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:
6
7
2
(
3
3
(
/
:
(
5
7
+
$
/
:
$
<
6
2
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1" = 50 FT
NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS
OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE,
AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING,
NO MORE NO LESS, ON EACH STRUCTURE.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
REFER TO SHEET C501 FOR SANITARY TRENCH DETAIL
WITHIN CITY RIGHT-OF-WAY.
FULL DEPTH GRANULAR BACKFILL
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NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS
OR MINUS ONE TENTH (O.1') OF A FOOT OF DESIGN GRADE,
AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING,
NO MORE NO LESS, ON EACH STRUCTURE.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL
PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED
PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE
EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE
CONNECTIONS.
FOR INSTALLATION OF STORM MAINS, WATER MAINS,
SANITARY MAINS, WATER SERVICE LATERALS, SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS
OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT
TO THE TOP OF THE INSTALLED PIPE SHALL BE THE
PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE
COVER ALONG ANY PART OF THE PIPE FROM THE
FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
REFER TO SHEET C501 FOR SANITARY TRENCH DETAIL
WITHIN CITY RIGHT-OF-WAY.
FULL DEPTH GRANULAR BACKFILL
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1" = 50 FT
STORM SEWER NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE
PRIOR FIELD APPROVAL FROM A DESIGNATED
REPRESENTATIVE OF THE CITY OR CARMEL IN ADDITION TO
SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD
DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE
GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS AND 10 FPS OR
GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE
AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION,
PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS
INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE
AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH
THE DESIGN PLANS. AND AS APPROVED BY THE CITY OF
CARMEL.
FULL DEPTH
GRANULAR BACKFILL
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
NOTES:
ALL STORM STRUCTURES TO RECEIVE SOLID LID
CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE
ONE 4" RISER RING NO MORE, NO LESS TO
ACHIEVE PLAN RIM GRADE.
ALL YARD INLETS ARE TO BE CONSTRUCTED AT
A TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE.
ALL STORM SEWER CASTINGS SHALL BE
LABELED
"DUMP NO WASTE-DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO
BE DOUBLE WALL SMOOTH BORE PERFORATED
(HDPE) PIPE.
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL
OPEN ENDED INLETS.
FOR STORM STRUCTURE SIZING AND CASTING
TABLE SEE DETAIL D-18 ON SHEET C801.
ALL STORM SEWERS WITHIN PUBLIC
RIGHT-OF-WAY SHALL BE RCP CLASS III.
FOR INSTALLATION OF STORM UNDER CITY
STREETS AND COVER REQUIREMENTS, SEE SHEET
No. C801 ON THE TRENCH DETAIL.
ALL TOP OF CASTING ELEVATIONS FOR STORM
SEWERS SHALL BE CONSTRUCTED WITH A
72/(5$1&(2))7
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE
THE PAVEMENT SECTION, THICKNESS (ALL BITUMINOUS AND
AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1'-0",
BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG
ANY PART OF THE PIPE FROM THE FINAL PAVEMENT
ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
STORM SYSTEM
WITH THE EXCEPTION OF REAR YARD SSDs, STORM
SEWERS FOR THIS DEVELOPMENT WILL BE PUBLIC.
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Aqua-Swirl Concentrator Model AS-2 Off-Line Horseshoe Standard DetailDate:11/06/08
Scale:
Document:
Drawn By:
AS-2 STD
1:20
BLR
1. System shall be designed for the following capacities:
Peak Treatment Flow: 1.1 cfs [31 L/s]
6HGLPHQW6WRUDJH IWñ>Pñ@
Oil/Debris Storage: 37 gal. [140 L]
STANDARD NOTE:
U.S. Patent No. 6524473 and other Patent Pending Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.com
Octagonal Base Plate
Arched Baffle
VentPipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
Arched
Baffle
Varies
Rim elevations to match finished
grade. HDPE risers can be field
cut by Contractor.Manhole Frame and
Cover by Manufacturer.
(See Detail)
Undisturbed Soil
Bedding
Gravel Backfill
42.0021"
[1067 mm]
In
l
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42.0021"
[1067 mm]
42.0021"
[1067 mm]
8.6254"
[219 mm] OD Max
32.0016"
[813 mm] OD
38.0019"
[965 mm]
60.0030"
[1524 mm]
12.0006"
[305 mm]
>PP@
* Please see accompanied Aqua-Swirl
specification notes.
* See Site Plan for actual system orientation.
2ULHQWDWLRQPD\YDU\IURP RU
custom angles to meet site conditions.
Riser
Vent
Swirl Inlet Swirl Outlet
4 1/2"
[114 mm]
Concrete
Gravel Backfill Place small amount ofconcrete to support and
level manhole frame. DONOT allow manhole frameto rest upon HDPE riser.
Soil
1/2"
[13 mm]
1/2"
[13 mm]
Manhole Frame & Cover Detail
NTS
For Non-Traffic Areas Only
Cover
Frame
Riser
Concrete
Gravel Backfill
Soil
1/2"
[13 mm]
Bollards shall be placed around access
riser(s) in non-traffic areas to prevent
inadvertent loading by maintenance
vehicles.
Grade Rim
4 1/2"
[114 mm]
Gravel Backfill
Paving
1/2"
[13 mm]
Manhole Frame & Cover Detail
NTS
For H-20 Traffic Loading Areas
Cover
Frame
Riser
1/2" [13 mm]
Concrete
Gravel Backfill
Paving
3"
[76 mm] Typ.
10"
[254 mm]Concrete
1/2"
[13 mm]
If traffic loading (H-20) is required or
anticipated, a concrete pad must be
placed over the entire Stormwater
Treatment System. Sample details of
concrete pad available upon request.
Plan View
Section A-A
Gravel Backfill shall extend atleast 3.5 feet [1067 mm] outward
from Swirl Concentrator and forthe full height of the Swirl
Concentrator (including riser)extending laterally to undisturbed
soils. (See MH Detail Below)
Pipe coupling
by Contractor.
12" [305 mm]
long Stub-out
by Manufacturer.
8.6254"
[219 mm] OD Max
Ou
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A A
Document:
Drawn By:
Date:
Scale:
City, State - Project: #00000
Project Name
Aqua-Swirl Concentrator
Off-Line Horseshoe Box Layout
2705 Kanasita Drive, Chattanooga, TN 37343
Phone (888) 344-9044 Fax (423) 826-2112
www.aquashieldinc.com
JCW
07/01/11
NTS
AS Horseshoe Layout
U.S. Patent No. 6524473 and other Patent Pending
Aqua-Swirl Concentrator
(by AquaShield, Inc.)
DDDD24" (typ)
Diversion Manhole
(by Contractor)
AA
BB
Inv el. C
&&
Inv el. A
Inv el. B
EE
EE
FF
GG
Diversion Weir
Top el. F
Inv el. D
In
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Inv el. C
Storm Pipe
(by Contractor)
Pipe coupling
and Connecting Pipe
(by Contractor)
Pipe coupling
and Connecting Pipe
(by Contractor)
Flow
Direction
Grade (Rim) el. H
Grade (Rim) el. G
Inv el. E
Storm Pipe
(by Contractor)
EE
Storm Pipe
(by Contractor)
Inv el. J
SoilSoil
HDPE Swirl Chamber
Swirl
Chamber
Top
30" Inner
Diameter
Riser
ASTM D2321 Class II Crushed
Stone Backfill with 90%
Proctor Density
ASTM D2321 Class 1 Crushed
Stone Backfill with 95%
Proctor Density
3" PavementRim Elevation to
Match Finished Grade
Manhole Frame
and Cover
Top Bars
#5 Bars @ 4" Spacing
Around Opening
Bottom Bars
(see table)
SECTION
TYPICAL DETAIL FOR TOP BARS
FOR ALL CHAMBER SIZES
PLAN
(Slab # AS-4 - as shown;
others - similar)
HDPE Swirl Chamber
Bottom Bars
(see table)
Top Bars # 5's @ 4"
Spacing and 50" +/- Long
No Contact Between
HDPE Riser and Frame
General Notes
Concrete Properties
* Air Entrained Concrete
* Slump < 5 inch
* Coarse Aggregate < 1 inch
* Properly Cure Concrete for 5 Days
* Compressive Strength at 28 Days - 3,000 p.s.i.
* Concrete Cover 3 Inch for All Reinforcing Bar
Reinforcing Properties
* Reinforcing Bars ASTM A615 Grade 60
* Welded Wire Fabric (WWH) ASTM A185 Sheets Only
Design Criteria
* H-20 Loadings
* Impact Factor - 30%
Codes
* ACI 318 Building Code for Reinforced Concrete
* ASTM F1759 - Design of HDPE Chamber for
Subsurface Application
* ASTM D2321 - Crushed Stone Compaction Criteria
Excavation
* Slopes should be constructed in accordance
with OSHA standards. Without any specific details
of excavation depth and material type, excavation
slopes should be no steeper than 2:1 (horizontal-
vertical). If steeper slopes are desired, site specific
information regarding excavation depth and/or
desired slope heght should be forwarded to the
Engineer.
This detail is for bidding purposes only
and should not be used for construction.
Concrete pad must be designed by a PE
using ASTM F-1759 in order to be H-20
Load Compatible.
Description of Revision
Detail for H-20 Loading
Treatment System
Aqua-Swirl Stormwater
Typical Concrete/Pavement
www.aquashieldinc.com
Phone (888) 344-9044 Fax (423) 826-2112
U.S. Patent No. 6524473
Scale:
Date:
Drawn By:
Document:Rev. DateCONCRETE/PAVEMENT
JTD
12/20/06
1:40
4" O.C.E.W., Typ.
4"
1' Typ.
6'
-
6
"
(
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42"
12"
3 1/2"
3"
3"
4" Frame
Depth
Rebar Depths
This is a Sample Detail, Please contact AquaShield, Inc. for more Information
PAD STANDARD
Slab Size
Width (ft.) x
Length (ft.) x
Depth (in.)
Standard Slab Sizes For
AS-10 13 x 13 x 1211.1
Swirl
Chamber
Outer
diameter
(Ft.)
4.5
5.6
3.5
6.7
7.8
8.9
10.0
AS-6
AS-7
AS-8
AS-9
AS-3
AS-4
AS-5
11 x 11 x 12
12 x 12 x 12
8.5 x 8.5 x 12
10 x 10 x 12
6.5 x 6.5 x 10
7.5 x 7.5 x 10
6.5 x 6.5 x 13
AS Model
#
6.3#9's
Required
Concrete
Volume
in Cubic
Yards
Bottom
Required
Rebar
(6"O.C.)
EachWay
#8's
#8's
#7's
#6's
#6's
#5's
#5's
4.5
5.3
2.7
3.7
1.3
1.3
1.7
Covering Swirl Chambers
6"O.C.E.W., Typ.
1" Clear (Typ.)
AS-12 15 x 15 x 1313.0 9.0#10's 2'-8"
2'-8" HDPE
Manway
2'-8" OD
2.7AS-2 6.5 x 6.5 x 10 #5's 1.3
42"
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ACCESSIBLE PARKING SIGN
FOOTING. RECESS
TAPE (BORDER) TYP.
GREEN -ILLUMINATING
FOOTING BELOW
CONC. WALK 4"
ALUMINUM SIGN
WHITE -ILLUMINATING
TAPE (BACKGROUND)
GREEN -ILLUMINATING
;
&21&
NOT IN CONC. WALK
TOP OF FOOTING IF
PROVIDE 1" SLOPE AT
TAPE (ARROW)
4X4 WOOD SIGN
POST (PAINTED)
(VAN ACCESSIBLE)
BLUE -ILLUMINATING
TAPE (SYMBOL BLOCK)
TAPE (LETTERS) TYP.
GREEN -ILLUMINATING
METAL (SIGN)
ALUMINUM
12"
6"
18"
42"
7'
18"
12'
SIDEWALK FINISH
81/(66
OTHERWISE INDICATED
RUBBED FINISH TOP & FACE
MEDIUM BROOM FINISH
ACROSS DIRECTION OF
TRAVEL UNLESS NOTED
OTHERWISE
1" STEEL TROWEL FINISH
OF CURB
CONTROL JT. SEE
DETAIL
EXPANSION JT. SEE
DETAIL
1" STEEL TROWEL FINISH
TYPICAL PARKING STRIPING
8' MIN. FOR VANS8' MIN.5.0' MIN.8' MIN.9' (TYP.)
2'-0" O.C.
4" BLUE PAINTED
PAVEMENT STRIPE (TYP.)
4" WHITE PAINTED
PAVEMENT STRIPE
4" BLUE PAINTED
PAVEMENT STRIPE CONC. WALK
NOT-TO-SCALE
NOT-TO-SCALE
NOT-TO-SCALE
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TRANSVERSE CONTRACTION JOINTS
TOP OF CURB
CURB JOINT DETAIL
MAX. 50'
TRANSVERSE EXPANSION JOINTS
PAVEMENT
*****
*****
BOTTOM OF CURB
WHEN BUILT IN CONJUCTION WITH CONCRETE PAVEMENT, EXPANSION AND
CONTRACTION JOINTS SHALL BE PLACED AT THE SAME LOCATIONS AS IN THE
PAVEMENT SLABS. THE CURB AND GUTTER SHALL BE TIED TO THE PAVEMENT BY
1/2" ROUND DEFORMED BARS AT ABOUT 3 FOOT INTERVALS. IF NO CONCRETE
PAVEMENT IS BEING BUILT AT THE TIME THE CURB IS CONSTRUCTED, EXPANSION
JOINTS SHALL BE PLACED AT THE ENDS OF ALL RETURNS AND AT INTERVALS NOT
TO EXCEED 50 FEET. CONTRACTION JOINTS ON TANGENT SECTIONS SHALL BE
INSTALLED AT 10 FOOT MAX. SPACING. CONTRACTION JOINTS ON RADII SHALL BE
INSTALLED AT 5 FOOT MAX. SPACING.
MAX. 50'*****
MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS:
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE
TOP OF THE TINSTALLED PIPE SHALL BE THE PAVEMENT SECTION, THICKNESS
(ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS
1'-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART
OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE
BE LESS THAN 2.5 FEET.
NOTE:
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 CITY RIGHT-OF-WAY.
NOTE:
ALL PAVING IS TO BE COMPLETED IN
ONE PAVING SEASON.
The Contractor shall be responsible for verifying that all
state highways, city, and county permits have been obtained
by the developer prior to start of construction.
COMPACTED SUBGRADE
1.5" - 165#/SYD. HMA BITUMINOUS SURFACE 9.5mm ON
7" COMPACTED #53 BASE ON
3" - 330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON
2" - 220#/SYD. HMA BITUMINOUS INTERMDEDIATE 19.0 mm ON
ASPHALT ALTERNATIVE
FOR COMMERCIAL DRIVE
PER CITY STANDARDS
MONOLETHIC CURB AND WALK
CURB & WALK DETAIL
NO SCALE
SEE PLANS
OF TOTAL THICKNESS OF SLAB @ 6-0" MAX.
REBAR AND WELDED WIRE FABRIC SHOULD BE
STOPPED 2" SHORT OF AN EXPANSION JOINT.
@ 48'-0" MAX. AND @ ENDS OF RADII.
SHALL HAVE 1/2" EXPANSION JOINTS
CONSTRUCTION JOINTS SHALL BE CUT 1/4 DEPTH
18
"
REBAR
3"
2 - #4 NOTES:
6"1.
2.
3.
3"
6"
2" RAD.
3"
6"
CL
R
.
CONTROL JOINT
6"
AGGREGATE SIZE #53
4" OF COMPACTED
6x6 W1.4xW1.4xW.W.F.
1 1/2"
4"
AS INDICATED ON THE DRAWINGS.
PROVIDE A EXPANSION JOINT AT INTERSECTION WITH
ANOTHER SIDEWALK, BETWEEN WALKS, BUILDINGS,
5.
STORM STRUCTURES, AND AT SUCH OTHER POINTS
EACH FINISHING OPERATON.
4.
OF SIDEWALKS SHOULD BE HAND-TOOLED AFTER
CONTROL JOINTS, EXPANSION JOINTS AND EDGES4"
PAVEMENT
4"
AGGREGATE SIZE #53
4" OF COMPACTED 1" PREFORMED JOINT FILLER WITH SEALER.
NOT-TO-SCALE
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PLANT MATERIAL SCHEDULE
KEY BOTANICAL NAME COMMON NAME QTY.SIZE REMARKS
RO QUERCUS RUBRA NORTHERN RED OAK 8
TP LIRIODENDRON
TULIPIFERA TULIP POPLAR TREE 20
NJT CEANOTHUS
AMERICANUS NEW JERSEY TEA 55
BK BUXUS "GREEN VELVET"BOXWOOD GREEN
VELVET 77
HY TAXUS X MEDIA HICKSI HICKS YEW 96
NOTE: ALL TREES TO BE NO LESS THAN 2 1
2" CALIPER IN SIZE.
ALL TURF AREAS TO BE IRRIGATED.
SOD AREAS