HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 07SITE NOTES:
Al PLAN INDEX SHOWING LOCATION OF REQUIRED ITEMS: SEE THESE SHEET
A2 11x17 INCH PLAT SHOWING BUILDING LOT NUMBERS /BOUNDARIES AND ROAD LAYOUT /NAMES:
WITH EROSION CONTROL PACKAGE
A3 NARRATIVE DESCRIBING PROJECT NATURE AND PURPOSED:
This is a proposed commercial and residential development which is the primary development
for this site. This development involves performing site clearing, moss earthwork and the
installation of site utilities (storm sanitary sewers, water, electric, telephone services)
and concrete curb gutter and asphalt pavement. The construction sequencing shall be as
described within the Soil Erosion Control Schedule contained on the construction plan sheet
titled "Erosion Control Details Specifications
A4 VICINITY MAP SHOWING PROJECT LOCATION: SEE THIS SHEET
A5 LATITUDE: 3T 57' 27" LONGITUDE: -86' 06' 30"
A7 HYDROLOGIC UNIT CODE: 05120201090040
AS NOTATION OF ANY STATE OR FEDERAL WATER QUALITY PERMITS: N/A
A9 SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE:
Eventually flows into Carmel Creek Via a network of storm pipes, sediment traps and
underground storage units installed under the parking lot
A10 LOCATION NAME OF ALL WET LANDS,LAKES,& WATER COURSE ON AND ADJACENT TO SITE:
(N) Detention Pond
(S) N/a
(w) N/A
(E) Dry Detention Pond
All IDENTIFY ALL RECEIVING WATER: Carmel Creek
Al2 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUNDWATER:
N/A
A13 100 YEAR FL00DPLAINS: See sheet N/A
FLOODWAYS: See sheet N/A
FLOODWAY FRINGES: See sheet N/A
A14 PEAK DISCHARGE (PRE CONSTRUCTION 10yr): 9.63 CFS
PEAK DISCHARGE (POST CONSTRUCTION 10yr): 2,36 CFS
A15 ADJACENT LAND USE (INCLUDING UPSTREAM WATERSHED):
N COMMERCIAL DEVELOPMENT
S RESIDENTIAL HOMESTEAD
E RESIDENTIAL HOMESTEAD
W COMMERCIAL DEVELOPMENT
Alb LOCATIONS AND APPROXIMATE BOUNDARIES OF ALL DISTURBED AREAS:
SEE SHEET C205
A17 IDENTIFICATION OF EXISTING VEGETATIVE COVER:
EXISTING VEGETATION ON -SITE IS COMPRISED OF AGRICULTURAL VEGETATION
A18 SOILS MAP INCLUDING DESCRIPTION AND LIMITATIONS:
SEE SHEET C205
A19 LOCATION, SIZE AND DIMENSIONS OF PROPOSED STORMWATER SYSTEMS:
SEE SHEET C205
A20 PLAN FOR ANY OFF -SITE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT:
N/A
A21 EXISTING SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERN
SEE SHEET 0201
A21 PROPOSED SITE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERNS
SEE SHEET C201
Construction Storm water Pollution Prevention Plan (MORE THE FOUR LOTS)
81 Potential Pollutants
Site Construction Petrochemicals such as diesel fuel, gasoline,
oil, transmission fluid and lubricants for vehicle maintenance and usage,
trash, construction debris and material from concrete truck washout.
Building Construction Paints, stains, thinners, sealants, gasoline
for generators, trash, construction debris, cleaning supplies and material
from concrete truck washout.
B2 Sequence describing stormwater quality measure implementation
relative to land disturbing activities:
1. Before construction, evaluate, mark, and protect important trees and associated
rooting zones, unique areas (e.g., wetlands) to be preserved, and vegetation suitable for
filter strips
a, Post the NOI and contact information for the person onsite responsible for the project
b. Notify IDEM (317 -233 -1864) and the Soil and Water Conservation District (317 -773-
1406) within 48 hours prior to starting earthworks.
c. Designate the person responsible for site evaluations after eacl 1/2 rain or larger or
at least one time each week.
d. Schedule a preconstruction meeting with the SWCD
2. Install construction entrance at all ingree /egrees points of the site
3. Install perimeter BMPs
a. Silt fence around the perimeter
b. Protect existing inlets
4. Start moss earthwork
a. excavate proposed pond
Establish staging area for building construction Start building construction
Finish grade and seed perimeter of the site
Temporary seed all disturbed areas not being worked
b. install erosion control blankets in swales that drain Permanently or temporarily
seed and install erosion control blankets on steep slopes -4:1 or steeper
5. Install storm, sanitary sewer and utilities
6. Install inlet protection as storm inlets are completed (fabric filters required in all inlets)
7. Complete roadways and curbs
8. Temporary seed all disturbed areas
9. Complete building
10. Final grade and landscaping
11. Complete final seeding
12. Maintain all erosion and sediment control practices until all disturbed areas are permanently
stabilized
83 Stable construction entrance locations and specifications at all ingress and egress)
see sheet c205 and c803A
B4 Sediment control measures for sheet flow areas
see sheet c205 and c803A
B5 Sediment control measures for concentrated flow areas
see sheet c205 and c803A
B6 Storm sewer inlet protection measure location and specifications
see sheet c205 and c803A
B7 Runoff control measures (e.g. diversions, rock check dams, slope drains, etc.)
see sheet c205 and c803A
B8 Storm water outlet protection specification
see sheet c205 and c803A
B9 Grade stabilization structure locations and specifications
see sheet c205 and c803A
810 Location ,dimension,specifications and construction details of each stormwater quality measure
storm inlet are designed with 2' sumps to catch sediment
B11 Temporary surface stabilization methods appropriate for each season (include sequencing)
see sheet c205
B12 Permanent surface stabilization specifications (include sequencing)
see sheet c205
EXISTING GROUIND
EXISTING GROUIND
Stabilization
Practice Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Permanent
Seeding
Dormant B
Seeding
Temporary
Seeding
Seeding
Mulching
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Seasonal Soil Protection Chart
Table "A"
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MULCHING
Adequate mulching material following seeding and fertilizing shall be applied,
followed by cultipacking.
Mulch shall consist of:
1. Dry straw or hay of good quality and at the rate of two and one -half (2 -1 IT)
tons per acre; or
2. Wood cellulose or cane fiber mulch at a rate of one thousand (1,000) pounds
per acre; or
3. A combination of good quality dry straw or hay free of seeds of competing
plants at a rate of two and one -half (2 -1/2) tons per acre and wood cellulose or
cane fiber mulch at a rate of five hundred (500) pounds per acre; or
4, Manufactured mulch materials such as soil retention blankets, erosion control
netting, or others that may be required on special areas of high water
concentration or unstable soils. When these materials are used, follow the
manufacturer's recommendation for installation.
4" MIN.
SAND BOTTOM
CARMEL DR
E 116TH ST
1
4" MIN.
BOTTOM
B
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 Ibs /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 (1 lb /1000 sq. ft.).
F Sod
G Straw Mulch 2 tons /acre.
g`I/ Irrigation needed during June, July and /or September.
Irrigation needed for 2 to 3 weeks after applying sod.
LAWN AND GRASS AREA PREP AND REPLACEMENT
All lawn and grass areas disturbed or damaged during construction shall be
restored to original or better condition. Backfills, fills and embankments shall be
brought to a subgrade level six (6) inches below finished grade. When subgrades
have settled, topsoil shall be placed to a finished depth of at least six (6) inches;
fine raked, and prepared for seeding. If the backfill, fill or embankment material is
sand, an eight (8) inch layer of clay furnished by the Contractor at his expense shall
be spread over the subgrade and thoroughly mixed into the sand subgrade. The
clay shall be mixed into the sand subgrade, then leveled and smoothed. Topsoil
shall be placed and spread to a finished depth of at least two (2) inches, and fine
rake. Commercial fertilizer 6 -12 -12 or equal shall be uniformly spread over the
topsoil by a mechanical spreader and mixed into the soil for a depth of two (2)
inches on areas to be seeded. This shall be done at least forty -eight (48) hours
before the sowing of any seed at the rate of Forty (40) pounds per acre. The area
shall then be lightly raked or harrowed until the surface of the finished grade is
smooth, loose and pulverized. Then, the grass seed shall be sown by a mechanical
seeder, and lightly raked into the surface or sown with a standard agricultural drill.
The seeded areas shall be thoroughly watered with a fine spray in such a manner as
not to wash out the seed. The Contractor shall use care in raking in order to avoid
disturbance of the finished grade and seed distribution.
EXISTING GROUND
EXISTING GROUiND
SITE CONSTRUCTION EQUIPMENT FUELING AND MAINTENANCE AREA
WHILE FINISH GRADING ALONG CURB
CONTRACTOR IS TO KEEP FINISHED
GRADE DOWN 2" BELOW TOP OF CURB
CONCRETE STRAIGHT CURB
UNE OF PAVEMENT
WHILE FINISH GRADING ALONG CURB
CONTRACTOR IS TO KEEP FINISHED
GRADE DOWN 2" BELOW TOP OF CURB
CURB SUMP DETAIL
B13 Material Handling and spill prevention plan
1. Equipment fueling
Petroleum products and fuel for vehicles are to stored in the Construction Equipment
Fueling and Maintenance Area. In case of spill or leakage contractor is to
immediately contain and clean up any spills with absorbent materials.
2. Equipment Repair
Contractor shall make sure that all repair take place with in the Construction
Equipment Fueling and Maintenance Area.
If a machine breaks down on the job site. Before repair are to start, the machine
will be brought back to the Construction Equipment Fueling and Maintenance Area
All concrete truck washout should take place in a desiginated area away from
storm drains or swales.
3. Storage, Use, Disposal of solvents
Collect, remove and dispose of all construction site waste at authorized disposal
areas. A local environmental agency can identify these disposal sites.
All containers to have lids so they can be covered before periods of rain.
Clean up spills immediately. For hazardous materials, follow clean up instructions on
package.
4. Fertilizers, Usage and Handling
Phosphorous and nitrogen containing fertilizers are used on construction sites to
provide nutrients necessary for plant growth, and phosphorous and nitrogen containing
detergents are found in wash water from vehicle cleaning areas. Excesses of these
nutrients can be a major source of water pollution. Management practices to reduce
the risk of nutrient pollution include the following:
Apply fertilizers at the minimum rote and to the minimum area needed.
Work fertilizer deeply into soil to reduce exposure of nutrient to storm water runoff.
Apply fertilizer at lower application rates with higher application frequency.
Limit hydroseeding, which is the simultaneous application of lime and fertilizers.
Ensure that erosion and sediment controls are in place to prevent fertilizers and
sediments from being transported offsite.
5. Solid Waste, dean up and handling
Large amount of unused concrete shall be left in the truck and dumped at an
approved site. Once concrete has been poured at a job site, the contractor shall
direct the drive to a designated area of the job site. That's used for construction
maintenance and concrete truck wash out. the contractor will be allowed to let
the concrete to harden before removing it from the site. The remainder of
materials such as concrete block, wood, brick, drywall, flooring, roofing and other
potentially noxious materials shall put shall be removed immediately.
6. Pesticides
The following practices should be used to reduce the risk associated with
pesticides or to reduce the amount of pesticides that come in contact
with storm water:
Follow all federal, state and local regulations that apply to the use,
handling or disposal of pesticides.
Do not handle the materials more than necessary.
Store pesticides in a dry, covered area.
Construct curbs or dikes to contain pesticides in case of spillage.
Follow recommended application rates and methods.
7. Demolition
All material (if any) resulting from site demolition to include but not limited
to building, pavement, sewer, vegetation etc. shall be removed from site
immediately or placed into a dumpster and removed weekly.
in case of spill:
All material safety and data sheets (MSDS) for materials used onsite should be
kept with said materials. All material handling should be accomplished in
accordance with Article 10 of the Indiana Administrative Code. A person
knowledgeable in materials handling procedures should oversee this process onsite.
Minor Approximately ten gallons contain spill to prevent
material from entering storm water. Contact supervisors and
designated inspectors immediately. Contaminated soil to be
removed to an approved landfill.
Major More than ten gallons. Fuel trucks shall have spill control
devises on hand in case of spills. Immediately contact the
Hendricks County Fire Department at 911 and IDEM (317) 233 -1864 to
report any hazardous material spill. Contact supervisors and designated
inspectors immediately.
Provide documentation of spill response equipment and procedures to be used,
ensuring procedures are clear and concise. Give step by step instructions for the
response to spills at a particular facility. This plan could be presented as a
procedural handbook or sign. The spill response plan should:
Identify the responsible person for implementing the plan.
Define safety measures to be taken with each knid of waste.
Specify how to notify appropriate authorities such os police and fire departments,
State procedures for containing, diverting, isolating and cleaning up spill.
Describe spill response equipment to be used, including safety and clean up
equipment.
Update the spill preventions and control plan to accommodate any changes
in the site or procedures. Regularly inspect areas where spills might occur to
ensure that procedures are posted and clean up equipment is readily available,
B14
Pre construction: A self- monitoring program must be implemented by the project site
owners Beazer Home Investment Corp. to ensure the stormwater pollution prevention plan is
working effectively. A trained individual, acceptable to the Drainage Board and /or the County
Surveyor, shall perform a written evaluation of the project site by the end of the next
business day following each measurable storm event. If there are no measurable storm events
within a given week, the site should be monitored at least once in that week. Weekly
inspections by the trained individual shall continue until the entire site has been stabilized and
a "verified" copy of the Notice of Termination has been issued. The trained individual should
look at the maintenance of existing stormwater pollution prevention measures, including erosior
and sediment control measures, drainage structures, and construction materials
storage /containment facilities, to ensure they are functioning properly. The trained individual
should also identify additional measures, beyond those originally identified in the stormwater
pollution prevention plan, necessary to remain in compliance with all applicable statutes and
regulations.
Post construction: Once Notice of Termination has been filed, the owners shall be
responsible for the maintenance and cleaning of stormwater quality structures. until all the
units lots are sold. At that time the county of Hendricks will take over responsibility of the
inspection /maintenance program.
SITE CONSTRUCTION MONITORING PROGRAM
INSPECTED BY: EQUICOR COMPANIES. LLC.
GREG SMALL
9011 NORTH MERIDIAN
STREET, SUITE 202
INDIANAPOLIS, INDIANA 46260
PHONE: (317) 573 -8100 FAX: (317) 573 -9100
B15 Erosion sediment control specifications for individual building lots
Construction Sequence for Building Site Erosion Control Practices
Subsoil
stockpile
Area to be topsoiled,
seeded, and mulched
by owner at completion
of construction.
Side yard
drainage swale
Sidewalk)
Drop inlet
protection
SF\
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Rear yard
drainage swale
STREET
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Existing curb and gutter
T
Topsoil
stockpile
Construction
entrance /exit
Curb inlet protection
Notes: 1. Erosion sediment control measures must be functional and be maintained throughout construction
2. Mointoin positive drainage away from the structure(s).
3. Permanent seeding areas to be top soiled, seeded, and mulched by owner of completion of construction.
Sample EroeionJSi Nment Control Practice Plan for Typical
One or Two Family Dwelling Under Construction
(1)
(2)
(3)
(4)
(5)
(7)
(A)
(B)
Sec. 7.5. (a) All storm water quality measures, including erosion and sediment control, necessary to comply with this rule must be
implemented in accordance with the plan and sufficient to satisfy subsection (b).
(b) Provisions for erosion and sediment control on individual building lots regulated under the original permit of a project site
owner must include the following requirements:
The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion
and sediment control requirements associated with activities on individual lots.
Installation and maintenance of a stable construction site access.
€nstallation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance.
Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent
stabilization has been achieved.
Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with
water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules.
Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization.
For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) of this rule will be achieved when the individual
lot operator:
Completes final stabilization; or
Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the
homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. (Water Pollution Control Board;
3271 AC 15- 5 -7.5; filed Oct 27, 2003, 10:15 a.m.: 27IR 843)
SECTION C POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
Cl. Description of pollutants and their sources associated with the proposed land use:
This site is a residential development. There are no significant sources of stormwater
pollutants associated with this project. However, minor sources of stormwater pollutants
such as trash, lawn fertilizers, herbicides commonly used by residential landowners, car oil
and gasoline from engine and fuel line leaks, road sediment and grit can be expected to
enter the storm sewer network as post construction pollutants.
C2. Sequence describing stormwater quality measure implementation:
To minimize potential stormwater pollutants from entering natural waterways, this
developement will utilize Aquaswirl unit as a BMP. Upon completion of construction and
as part of the post construction practices, the contractor shall remove pre construction
fabric and debris from storm inlets, storm sewers and Aquaswirl unit. Sediments and
debris from the cleaning operation shall be disposed of at an acceptable landfill.
C3. Description of proposed post construction stormwater quality measures:
To minimize potential post construction stormwater pollutants from entering natural
waterways, this development will utilize an Aquaswirl unit as a BMP. The Aquaswirl
Concentrator provides a highly effective means for the removal of sediment, floating
debris and free -oil as shown on sheets C201 and C702 of this plan.
C4. Location, dimensions, specifications and construction details of each stormwater quality
measures:
Refer to sheets 0201 and C702 of these plans.
C5. Description of maintenance guidelines for post construction stormwater quality measures:
The developer shall be responsible for the maintenance and cleaning of the BMP
until such time that it is turned over to the Home Owners Association. The Home Owners
Association will then assume full responsibility for the maintenance and cleaning of the
BMP. A Stormwater Quality BMP O &M manual has been prepared furnished to the
owner. The O &M Manual shall be furnished to the Home Owners Association when it
assumes maintenance responsibility of the BMP.
BOSON CONNIOL
PLAN UNDID
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Curb inlet
protection
tt
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Property line
drainoge swale
Existing drainage
Finished drainage
Tree conservation
Silt fencing
Gravel entrance
exit pad
Drop inlet
protection
Soil salvage
and utilization
Permanent
seeding
LAND DESCRIPTION
Part of the Southeast Quarter of Section 35 and the Southwest Quarter of Section 36, in Township 18
North, Range 3 East, Hamilton County, Indiana, described as follows:
Commencing at the Southeast corner of said Southeast Quarter Section; thence South 88 degrees 49
minutes 34 seconds West (assumed bearing) along the South line of sold Southeast Quarter Section a
distance of 23.00 feet; thence North 01 degrees 10 minutes 26 seconds West a distance of 100.00 feet
to the intersection of the North line of 116th Street (per "Limited Warranty Deed" to the City of Carmel
recorded as Instrument number 200400022719 in the Hamilton County Recorder's office) with the East
right of way line of College Avenue (per "Dedication of Street Right-Of-Way" recorded as Instrument
number 8742050), being the Point of Beginning, (the following five courses are along the East lines of
said College Avenue per said "Dedication said point being on a non tangent curve concave Easterly
having a central angle of 20 degrees 02 minutes 28 seconds and o radius of 707.00 feet; 1) thence
Northerly along the arc of said curve a distance of 247.30 feet (said arc being subtended by a chord
having a bearing of North 08 degrees 50 minutes 15 seconds East and a length of 246.04 feet); 2)
thence North 18 degrees 17 minutes 09 seconds East a distance of 100.00 feet; 3) thence North 18
degrees 51 minutes 31 seconds East a distance of 71.39 feet to a tangent curve concave Westerly
having a central angle of 48 degrees 21 minutes 28 seconds and a radius of 162.00 feet; 4) thence
Northerly along the arc of said curve a distance of 136.73 feet (said arc being subtended by a chord
having a bearing of North 05 degrees 19 minutes 13 seconds West and a length of 132.71 feet); 5)
thence on a tangent line North 29 degrees 29 minutes 57 seconds West a distance of 111.19 feet;
thence North 89 degrees 09 minutes 48 seconds East parallel with the South line of said Southwest
Quarter Section a distance of 596.48 feet; thence North 00 degrees 22 minutes 52 seconds West a
distance of 58.02 feet; thence North 89 degrees 09 minutes 48 seconds East a distance of 220.00 feet;
thence South 00 degrees 22 minutes 52 seconds East a distance of 725.72 feet to the North line of
116th Street (per "Limited Warranty Deed" to the City of Carmel recorded as Instrument number
200300127285 in the Hamilton County Recorder's office); (the remaining 4 courses being along the North
lines of said 116th Street as conveyed to the City of Carmel recorded as said Instrument number
200300127285, Limited Warranty Deed recorded as Instrument number 200300127280, Personal
Representatives Deed recorded as Instrument number 200300088446 and said Instrument number
200400022719); 1) thence South 89 degrees 09 minutes 48 seconds West a distance of 494.22 feet; 2)
thence North 82 degrees 18 minutes 41 seconds West a distance of 66.35 feet; 3) thence North 89
degrees 13 minutes 54 seconds West a distance of 261.39 feet; 4) thence North 57 degrees 22 minutes
41 seconds West along said North line a distance of 29.80 feet to the Point of Beginning. Containing
12.417 acres, more or less.
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SHEET NO.:
2308206
12/16/05
DRAWING
DATE:
PROJ. NO.: 2308
DRAWN BY:
C206
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