HomeMy WebLinkAbout05060041 C206 Soil Erosion Control Stormwater Pollution Prevention DetailsSITE 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 developmen
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 sholl be as
described within the Soil Erosion Control Schedule contained on the construction pion sheet
titled "Erosion Control Details Specifications
A4 VICINITY MAP SHOWING PROJECT LOCATION: SEE THiS SHEET
AS LATITUDE: 39' 57' 27" LONGITUDE: -86' 06' 30"
A7 HYDROLOGIC UNIT CODE: 05120201090040
A8 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/o
(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 FLOODPLAINS: 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
Alfa 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 C201
A22 EXISTING SiTE TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE PATTERN
SEE SHEET C205
A23 PROPOSED FINAL TOPOGRAPHY AT AN INTERVAL APPROPRIATE TO SHOW DETAILED DRAINAGE
SEE SHEET C205
Construction Storm water Pollution Prevention Plan (MORE THE FOUR LOTS)
B1 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:
Pre Construction:
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, locate existing septic fields.
o, Post the NOl 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.
r
c. Designate the person responsible for site evaluations after each 1/2 rain or larger o r
at least one time each week.
d. Schedule a pre construction meeting with the Enineering dept. City of Camel Standards
Construction:
1. Install construction entrance at all ingree /egrees points of the site
2. Install perimeter BMPs
a. Silt fence around the perimeter
b. Protect existing inlets
c. all existing wells and septic must be abandon per loco) and county regulations
3. Start mass earthwork
a. excavate proposed pond and stormtec islands
b. Establish staging area for building construction Start building construction
c. Finish grade and seed perimeter of the site
d. Temporary seed all disturbed areas not being worked, including proposed building pads
e. install erosion control blankets in swales that drain Permanently or temporarily
seed and install erosion control blankets on steep slopes -4:1 or steeper
4. Install storm, sanitary sewer and utilities
5. Install inlet protection as storm inlets ore completed (casting sholl be wraped with fabric)
6. Complete roadways and curbs
7. Temporary seed all disturbed areas
8. Complete building
9. Complete Parking Area
10. Final grade and landscaping
11. Complete final seeding
12. Maintain all erosion and sediment control practices until all disturbed areas are permanent)
stabilized
Post Construction:
1. Remove erosion measures (ie. streets, swales, silt fence)
2. Clean streets and parking area
3. install Ultra DrainGuard filters in all inlets
4. inlets shall be inspected in o regular basis until the project is completed and then turn ove
to the appropriate organization.
B3 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
86 Storm sewer inlet protection measure location and specifications
see sheet c205 and c803A
87 Runoff control measures (e.g. diversions, rock check dams, slope drains, etc.)
see sheet c205 and c803A
88 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
812 Permanent surface stabilization specifications (include sequencing)
see sheet c205
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
$13 Material Handling and spill prevention plan
I. Vehicle and Equipment Fueling
A. Description and Purpose:
1. Vehicle equipment fueling procedures and practices are designed to prevent fuel sills and Jeaks, and reduce
or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in
designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees
and subcontractors in proper fueling procedures.
B. Limitations:
1. Onsite vehicle and equipment fuelin should only be used where i is impractical to send vehicles and
equipment offsite for fueling. Sen ing vehicles and equipment offsite should be done in conjunction with a
Stabilized Construction Entrance 7 Exit.
C. Implementation:
1. Use offsite fueling tations as much as ossible. These businesses are better equipped to handle fuel and
spills properly. Per €orming this work offsite can also be economical by eliminating the need for a separate
fueling area of o site.
2. Discourage *topping -off* of fuel tanks.
3. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and
should be disposed of properly after use.
4. Drip ans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is
performed over an impermeable surface in a dedicated fueling area.
5. Use absorbent materials on small spills. Do not -tiose down or bury the spill. Remove the adsorbent materials
promptly and dispose of properly.
6. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to
designated fueling areas.
7. Train employees and subcontractors in proper fueling and cleanup procedures.
8. Dedicated fueling areas should be protected from, stormwater runon and runoff, and should be located at
least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level
grode areas.
9. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills.
10. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips.
Fueling operations should not be left unattended.
11. Federal, state, and local requirements should be observed for any stationary above ground storage tanks.
11. inspection and Maintenance
A. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately
or problem vehicles or equipment should be removed from the project site.
B. Keep omple supplies of spill cleanup materials onsite.
C. Immediately clean up spills and properly dispose of contaminated soils.
III. Solid Waste Management
A. Description of Purpose:
1. Solid waste management procedures and practices. are designed to prevent or reduce the discharge of
pollutants to stormwater from solid or construction waste by providing designated waste collection areas
and containers, arranging for regular disposal, and training employees and subcontractors.
B. Suitable Applications:
1. This BMP is suitable for construction sites where the following wastes are generated or stored:
o. Solid waste generat,ed from trees and shrubs removed during land clearing, demolition of existing
structures trubble), and building construction.
b. Packaging materiels including wood, paper, and plastic.
c. Scrap or surplus building materials including scrap metals, rubber, plastic, gloss pieces and masonry
products.
d. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic
wrappers, and cigarettes.
e. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings
non hozordous equipment parts, Styrofoam and other materials send transport and package construction
materials.
C. Implementation:
1. The following steps will help keep a clean site and reduce stormwater pollution:
a. Select designated waste collection areas onsite.
b. inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use.
c. Inspect dumpsters for leaks and repair any dumpster that is not watertight.
d. Provide an adequate number of containers with lids or covers that can be placed over the container to
keep rain out or to prevent loss of wastes when it is windy.
e. Plan for additional containers and more frequent pickup during the demolition phase of construction.
f. t„ elect site trash daily, especially during rainy and windy conditions.
g. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter.
h. Make sure that toxic liquid stes (sued ,oils,
not i oils, solvents, and paints) and chemicals (acids, pesticides,
i iv curing compounds) are of d s osed of dumpsters rs d i red for construction ri s.
add t es, cu p p p e es g debris.
1 Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling
contractor.
j. for regular waste collection before containers overflow.
k. Clean up immediately if a container does spill.
1. Make sure that construction waste is collected, removed and disposed of onl at authorized disposal
teas. Solid waste storage areas should be located at least 50 ft from drainage facilities and
and should not be located in areas prone to flooding or ponding.
D. Inspection and Maintenance:
1. Insect and verify that, activity based BMPs are in place prior to the commencement of associated activities.
While activities associated with the BMP are under way, inspect weekly to verify continued BMP
implementation.
2. inspect BMPs subject to non stormwater discharge daily while non stormwater discharges occur.
3. Inspect construction waste area regularly.
4. Arrange for regular waste collection.
IV. Concrete Washout
A. The following steps will help reduce stormwater pollution from concrete wastes:
1. Discuss the concrete management techniques described in this BMP (such as handling of concrete
waste and washout) with the reddy -mix concrete supplier before any deliveries are made.
2. Incorporate requirements for concrete waste management into material supplier and subcontractor
agreements.
3. Store dry and wet materials under cover, away from drainage areas.
4. Avoid mixing excess amounts of fresh concrete.
5. Perform washout of concrete trucks offsite or in designed areas only.
6. Do not wash out concrete trucks into storm droins open ditches, streets, or streams.
7. Do not allow excess concrete to be duped onsite, except in designed areas.
B. For onsite washout:
1. Locate washout areas of least 50 ft from storm drains, open ditches, or water bodies.
2. Do not allow runoff from this area by constructing o temporary pit or bermed area large enough for liquid
and solid waste.
3. Wash out wastes into the temporary pit where the concrete con set, be broken up, and then disposed
properly.
4. Avoid creating runoff by drinking water to a bermed or level area when washing concrete to remove fine
particles and expose the oggregate.
5. Do not wash sweepings form exposed aggregate concrete into the street or storm drain. Collect and retum
sweepings to aggregate base stockpile or dispose in the trash.
V. Cleanup Parameters
A. The Developer Homeowners Association shall be continually kept informed maintain lists of qualified
contractors and available Vac- trucks, tank pumpers and other equipment readily accessible for clean -up
operations. In addition, a continually updated list of ovailable absorbent materials and clean -up supplies should
be kept on site.
B. All maintenance personnel will be mode aware of techniques for prevention of spills. They will be informed of
the requirements and procedures outlined in this lan. They will be kept abreast of current developments or
new information on the prevention of spills and this plan. necessary alterations to this plan.
C. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life
saving protection function will be carried out by the local police and fire departments.
D. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to
watercourses
the approval of the Indiana Department of nvironmental Management.
E. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Deportment of
Environmental Management.
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
B14. Monitoring and maintenance guidelines for pollution prevention measures
A. Silt Fence Maintenance Requirements:
1. Inspect the silt fence periodically and after each storm event.
2. If ,fence f brie tears, starts to decompose or in any way becomes ineffective, replace the affected portion
immediately.
3. Remove deposited sediment when it reaches half the height of the fence of its lowest point or is causing the
fabric to bulge.
4. Take care to avoid undermining the fence during cleonout.
5, After the contributing drainage urea has been stabilized, remove the fence and sediment deposits, bring the
isturbed area to grade an stabilize it.
B. Sandbag Curb Inlet Barrier Maintenance Requirements:
1. inspect frequently for damage by vehicular traffic and repair if necessary.
2. Inspect after each storm event.
3. Remove sediment, without flushing, when it reaches half the height of the barrier.
4. Deposit removed sediment where it will not enter storm sewer drains.
C. Block and Gravel Curb inlet Protection Maintenance Requirements:
1. After each storm event remove the sediment and replace the gravel, replace geotextile fabric if used.
2. Periodically remove sediment and tracked -on soil from the street, without flushing, to reduce the sediment
load on the curb inlet protection.
3. Inspect periodically for damage and repair. Keep grates free of .debris.
4. After the contribytin drainage area has been stabilized, remove the grovel, wire mesh, geotextile fabric and
sediment deposits a dispose of there properly.
0. Erosion Control Blanket (Surface Applied) Maintenance Requirements:
1. During vegetative establishment, inspect after each storm event for any erosion below the blanket.
2. If any area(s) shows erosion, pull back that portion of the blanket covering it, reseed the area and relay and
staple the blanket.
3. After vegetative establishment check the treated area periodically.
E. Temporary Grovel construction Entrance Maintenance Requirements:
1. Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use.
2. Reshape as needed for drainage and runoff control.
3. Top -dress with clean stone as needed.
4. Immediately remove mud and sediment tracked or washed ontq streets by brushing or sweeping. Flushing
should only be used if the water s conveyed into a sed trap or basin.
5. Repair any broken road pavement immediately.
VD. Vehicle Equipment Maintenance
A, Description and Purpose:
1. Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by
running a *dry and dean site The bet option would be would perform maintenance activities at on offsite, facility. If this option is not available t work should be performed in designed areas only, while providing
cover for materials stored outside, checking for Teaks and spills, and containing and cleaning up spills
immediately.
B. Suitable Applications:
1. These procedures are suitable on all construction projects where on onsite yard area is necessary for
storage and maintenance of heavy equipment and vehicles.
C. Limitations:
1. Onsite vehicle and equipment maintenance should only be used w ere it is impractical to send vehicles and
equipment of €site for maintenance and repair. Send vehicles equipment offsite should be done in
conjunction with a Stabilized Construction Entrance Exit. Outdoor vehicle or equipment maintenance is a
potentially significant source of stormwater pollution. Activities that can contmiate stormwoter include
e gin e r fl p a ir {end service, changing or replacement of fluids, and outdoor equipment storage and parking
D. implementation:
1. If maintenance must occur onsite, use designated areas located away from drainage courses. Dedicated
maintenance areas should be protected from stormwater runon and runoff, and Should be located at least 50
ft from downstream drainage facilities and watercourses.
2. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves
flu unless the maintenance work is performed over an impermeable surface in a dedicated maintenance
area.
3. Place a stockpile of spill cleanup materials where it will be readily accessible.
4. All fueling trucks and fueling areas are required to have spill kits and /or use other spill protection devices.
5. Us adsorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly.
6. Inspect onsite vehicles and equipment daily at st etup for Teaks, and repair immediately.
7. Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease.
8. Segregate. and recycle wastes, such os greases, used oil or oil filters, antifreeze, cleaning solutions,
automotive batteries, hydraulic and transmission fluids. Provide secondory containment and covers for these
materials if stored onsite.
9. Train employees and subcontractors in proper maintenance and spill cleanup procedures.
10. ri pans p a s or plastic sheeting hould be placed under all vehicles and equipment placed on docks, barges,
other structures over wafer bodies when the vehicle or equipment is planned to be idle for more than 1 hour.
11. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials.
12. Do not place used oil in a dumpster or pour not i storm drain or watercourse. Properly dispose of or
recycle used batteries.
13. Do not place used oil in a dumpster or pour into a storm drain or watercourse.
14. Properly dispose of used oils, fluids, lubricants, on spill cleanup materials.
15. Do not bury tires.
16. Repair leaks of fluids and oil immediately.
Stabilization
Practice Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov
Permanent
Seeding
Dormant
Seeding
Temporary
Seeding
Seeding
Mulching
B
G
A H0818/8
C
Seasonal Soil Protection Chart
Table "A"
F
F
•--V
D
0
/y /I
B
A Kentucky Bluegrass 40 Ibs /acre; Creeping Red Fescue 40 ibs /acre;
plus 2 tons straw mulch /acre, or add Annual Ryegrass 20 lbs/acre.
B Kentucky Bluegrass 60 Ibs /acre; Creeping Red Fescue 60 Ibs /acre;
plus 2 tons straw mulch /acre, or add Annual Ryegrass 30 Ibs /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.
,(I/ Irrigation needed during June, July and /or September.
Irrigation needed for 2 to 3 weeks after applying sod.
Dec
B15 Erosion sediment control specifications for individual building lots
Subsoil
stockpile
Area to be topsoiled,
seeded, and mulched
by owner at completion
of construction.
Side yard
drainage swale
Drop inlet
protection
0\
o PS
0
Rear yard
drainage swale
Existing curb and gutter
NORM
Topsoil
stockpile
Construction
entrance /exit
Curb inlet protection
Notes 1. Erosion sediment controi measures must be functional and be maintained throughout construction
2. Maintain positive drainage away from the structure(s).
3. Permonent seeding areas to be top- soiled, seeded, and mulched by owner at completion of construction.
Sample fr4osian/Sediment Control Practice Plan for Typical
One or Two Family Dwelling Under Construction
Construction Sequence for Building Site Erosion Control Practices
SECTION C POST CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN
C1. Description of pollutants and their sources associated with the proposed land use:
This site residential s s to Is a eesdentiai commercial development. There are no significant sOurces of
stormwoter 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, rood 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 stormwoter .pollutants from entering natural waterways, this
developement will utilize stormtec unit and pond as a BMP. Upon completion of
construction and as port of the post construction practices, the contractor sholl remove
pre construction fabric and debris from storm inlets, storm sewers and pond. 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 stormtec units and pond as a BMP. The ponds
provides a highly effective means for the removal of sediment, floating debris and
free oil as shown on sheets C804 of this plan.
C4. Location, dimensions, specifications and construction details of each stormwater quality
measures:
Refer to sheets C203, C802a and C803 of these pions.
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 another entity. the entity will then assume full
responsibility for the maintenance and cleaning of the BMP.
IROSION COMM
R» LEGEND
Property line/
drainage swale
tt
Existing drainage
Finished drainage
Tree conservation
Silt fencing
Gravel entrance
exit pad
Curb inlet
protection
Drop inlet
protection
Soil salvage
and utilization
Permanent
seeding
Sec. 7.5. (a) Ali 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:
(1) 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.
(2) Installation and maintenance of a stable construction site access.
(3) installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent
stabilization has been achieved.
(5) 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.
(8) Adjacent lots disturbed by an individual fat -operator must be repaired and stabilized with temporory -ir permanent surface stabilization.
,(7) 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:
(A) Completes final stabilization; or
(8) Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the
homeowner end has informed the homeowner of the requirement for, and benefits of, final stabilizotion. Woter Pollution Control Boord;
3271AC 15- 5 -7.5; filed Oct 27, 2003, 10:15 a.m.: 271R 843)
LAND DESCRIPTION
Part of the Southeast Quarter of
North, Range 3 East, Hamilton Co
Commencing at the Southeast c
minutes 31 seconds West assum
distance of 23.00 feet; thence N
to the intersection of the North I
recorded as Instrument number 2
right of way line of College Avenu
number 8742050), being the Poin
said Coilev Avenue per said "Ded
having a central angle of 20 degr
Northerly along the arc of said c
having a bearing of North 08 deg
thence North 18 degrees 17 menu
degrees 51 minutes 31 seconds
having a central angle of 48 degr
along the arc of said c
having a bearing of North 05 deg
thence on j tangent line North 2
thence North 89 degrees 09 minu
Quarter Section a distance of 59
distance of 58.02 feet; thence
thence South 00 degrees 22 minu
116th Street (per "Limited Warran
200300127285 in the Hamilton C
lines of said 116th Street as con
200300127285, Limited Warranty
Representatives Deed recorded as
200400022719); 1) thence South
thence North 82 degrees 18 minu
degrees 13 minutes 54 seconds
41 seconds West along said North
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.
MULCHING
Adequate mulching material following seeding and fertillizing 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.
12.417 acres, more or less.
EXISTING GROUIND
EXISTING GROUIND
Section 35 and the Southwest Quarter of Section 36, in Township 18
unty, Indiana, described as follows:
er of said Southeast Quarter Section; thence South 88 degrees 49
ed bearing) along the South line of said Southeast Quarter Section a
orth 01 degrees 10 minutes 26 seconds West a distance of 100.00 feet
inc of 116th Street (per "Limited Warranty Deed" to the City of Carmel
00400022719 in the Hamilton County Recorder's office) with the East
e (per "Dedication of Street Right -Of -Way recorded as Instrument
t of Beginning, (the following five courses are along the East lines of
ication said point being on a nom- tangent curve concave Easterly
ees 02 minutes 28 seconds and a radius of 707.00 feet; 1) thence
rve a distance of 247.30 feet (said arc being subtended by a chord
rees 50 minutes 15 seconds East and a length of 246.04 feet); 2)
tes 09 seconds East a distance of 100.00 feet; 3) thence North 18
East a distance of 71.39 feet to a tangent curve concave Westerly
-ees 21 minutes 28 seconds and a radius of 162.00 feet; 4) thence
urve a distance of 136.73 feet (said arc being subtended by a chord
rees 19 minutes 13 seconds West and a length of 132.71 feet); 5)
9 degrees 29 minutes 57 seconds West a distance of 111.19 feet;
tes 48 seconds East parallel with the South line of said Southwest
.48 feet; thence North 00 degrees 22 minutes 52 seconds West a
l+torth 89 degrees 09 minutes 48 seconds East a distance of 220.00 feet;
tes 52 seconds East a distance of 725.72 feet to the North line of
ty Deed" to the City of Carmel recorded as Instrument number
unty Recorder's office); (the remaining 4 courses being along the North
eyed to the City of Carmel recorded as said Instrument number
Deed recorded as Instrument number 200300127280, Personal
Instrument number 200300088446 and said Instrument number
89 degrees 09 minutes 48 seconds West a distance of 494.22 feet; 2)
tes 41 seconds West a distance of 66.35 feet; 3) thence North 89
West a distance of 261.39 feet; 4) thence North 57 degrees 22 minutes
line a distance of 29.80 feet to the Point of Beginning. Containing
50'
1 2 PERCENT SLOPE MiN.
50'
1/2 PERCENT SLOPE MIN.
4" MIN.
SAND BOTTOM
4" MIN.
SAND BOTTOM
EXISTING GROUIND
EXISTING GROUiND
SITE CONSTRUCTION EQUIPMENT FUELING AND MAINTENANCE AREA
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DRAWING:
DATE:
PROJ. NO.:
DRAWN BY:
REVISIONS
SHEET NO.:
2308206
12/16/05
2308
dwp
C206
TUBE FILE