HomeMy WebLinkAbout09 C204 Erosion Control Planiii
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FORM WA1{ 1
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INV. 890.0
EMPlARY DEVERSION`
SWALE 0.20%
A') 517
Sanitary M :0 e
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NO WORK FOR CHANNEL OR
DAM CONSTRUCTION SHALL
BEGIN UNTIL I.D.E.M. WATER
QUALITY PERMITS ARE APPROVED
INV. 882.0
IN V. 891.0
SEEDBED PREPARATION FOR PERMAIENT SEEDING
1. I TO DETERMINE PH AND NUTRIENT
TEST SO L 0 DE 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 RIOT DONE, CONSIDER APPLYING 400 -600
LBS. /ACRE OF 12 -12 -12 ANALYSES, OR EQUIVALENT,
FERTILIZER.
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.
SEQUENCE OF CONSTRUCTION
The following is a list in sequence of construction
activities to control soil erosion:
1. The contractor shall schedule a Pre construction
meeting with the Hamilton County Soil and Water
Conservation District prior to any construction on the
site being started.
2. The construction entrance and construction
maintenance and refueling area shall be constructed.
3. Before mass earthwork activities begin, the existing
vegetation buffer along the eastern and northeastern
portion of the site shall be maintained.
4. Before mass earthwork activities begin, install silt
fence and construct landscape mounding at southwest
portion of the site along property line as shown on the
plans. Mounding to be permanently seeded.
5. Phase "A" Area Mass Earthwork Area: Before mass
earthwork begins in the area delineated as Phase "A"
along Lots 1 through 8, the following construction
sequence shall be follow for erosion control.
a. Maintain existing vegetation buffer at northeastern
portion of the site.
b. The silt fence behind Lots 1 through 8 shall be
installed as shown on the plans.
c. Mass earthwork for Repass Drive rough grade of
roadbed shall be excavated to cut off drainage area for
the south.
d. Construct proposed rear yard swales per plans, install
erosion control blankets and permanently seed common
area and lots per erosion control plan before proceeding
with all other construction activities.
PROPOSED LEGEND
NM MN =NM MN MI IMO
Arra
V V
min CONSTRUCTION LIMITS
ENVERESUMBIS
STORM SEWER
STORM INLET
PIPE END SECTION
EROSION CONTROL FENCE
FABRIC DROP
INLET PROTECTION
RIPRAP
EXISTING VEGITATION BUFFER, 5' 10' WIDTH
ROCK CHECK DAM
STORM WATER DISCHARGE POINT FROM SITE
TEMPORARY DIVERSION SWALE
AREA OF WOODED UNDERBRUSH TO BE CLEARED
PER DIRECTION OF THE COUNTY SURVEYOR
AREA OF TREE PRESERVATION
AREA IS NOT TO BE DISTURBED
6. Before mass earthwork activities begin on balance
of site, the temporary swales shown on the erosion
control plan shall be constructed to divert storm
water from the east sides of Lots 8 through 16.
The existing vegetation buffer shall be maintained
and the silt fence constructed as planned. The rear
yard swales shall be constructed, install erosion
control blankets and permanently seed common area
and rear yards per erosion control plan.
7. At time of mass earthwork activities, construct
sediment basin and rock check dam at outfall of
relocated channel west of proposed detention pond.
8. Construct relocated channel, install riprap gabion
channel step, install erosion control blanket and
permanently seed.
9. Install detention pond outlet storm pipe with
temporary slotted riser on inlet of pipe and
temporary sediment berm as shown on plans until
detention pond dam and channel work is
constructed substantially.
10. Construct detention pond dam key and core.
Convert temporary riser on pipe inlet to permanent
pond outlet control structure as dam construction
progresses. Install erosion control blankets and
permanently seed detention pond dam upon
completion of final grading.
11. Concrete washout area constructed
TEMPORARY BAGS TO BE INSTALLED AT CURB INLETS.
BAGS TO BE FILLED WITH MULCH OR SMALL PEBBLES.
12. Complete mass earthwork activities and rough
grade for streets, install storm sewers, sanitary
sewers and water utilities.
13. Posting information area shall be constructed. All
items, as outlined in the in the O &M manual for
Post Construction water quality measures shall be
placed in this area.
14. Finish grade rear yard and perimeter swales and
install permanent seeding.
15. Grade balance of the site (sides of swales,
mounds and ponds and mulched
ds a d o ds to be seeded a d
P
immediately upon completion. If the site remains
inactive for a period of 15 days, stabilization is
required to take place in the form of temporary
seeding, mulch or spray on palimar. For temporary
seeding, the contractor shall utilize a fast growing
seed of either oats, annual ryegrass, wheat or rye,
depending on time of year. Disturbed areas should
be kept to a minimum at all times.
16. Seed all remaining disturbed areas and remove
all BMP's when area is stabilized.
EROSION CONTROL BLANKET NORTH AMERICAN C75 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN SC150 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN C350 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
PERMANENT SEEDING (SEE SEEDING SPECIFICATIONS)
TEMPORARY SEEDING (SEE SEEDING SPECIFICATIONS)
SON. EROSION CONTROL SUMMARY NOTES
2. CONTRATOR SHALL INSTALL EROSION PROTECTION AT STORM INLETS
IMMEDIATELY AFTER INSTALLATION.
3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS
SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST
SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER
APPROVED METHODS. EXISTING STREETS TO BE SWEEP AS NEEDED OR
REQUIRED BY THE LOCAL GOVERNMENTAL AGENCIES.
EMERGENCY SPILL RESPONSE CONTACTS
INITIAL SPILL RESSPONSE CALL "911"
SECONDARY SPILL RESPONSES
R. DAVID BICE
HAMILTON COUNTY EMA
PH. (317) 770 -3381 3382
HAMILTON COUNTY SURVEYOR OFFICE
PH. (317) 776 -9626
HAMILTON COUNTY SOIL WATER
CONSERVATION SERVICE
PH. (317) 773 -2181
CITY OF CARMEL FIRE DEPT.
(NON EMERGENCY CONTROL)
PH. (317) 571 -2600
ONSITE CONTACT RESPONSIBLE FOR EROSION CONTROL
DOUG ELMORE
PLATINUM PROPERTIES, LLC.
PHONE: (317) 818 -2900
SOL EROSION CONTROL SUMMARY NOTES
1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND SEDIMENT BASINS, DIVERSION BERMS AND
TEMPORARY SWALE BEFORE LAND DISTURBING ACTIVITIES.
2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR
SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL
BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL
SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY
SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS,
ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED
AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES.
3. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY
BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW
BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR
SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH
VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 CU.FT.).
4. ALL PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE
IS PREPARED.
5. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY
WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER
EROSION.
6. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING.
NOTES:
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN
THE FIELD BY LOCAL OR STATE INSPECTORS.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN FORM OF TEMPORARY
SEEDING, MULCH, OR SPRAY ON PALIMAR.
LEGAL DESCRIPTION
PARCEL 1
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30,
TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE
NORTHWEST QUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 00
MINUTES 24 SECONDS EAST (DEED BEARING) ALONG THE EAST LINE OF SAID
WEST HALF 70.00 FEET TO THE NORTH LINE OF THE PROPOSED
RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST
ALONG SAID EAST LINE 596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES
36 SECONDS WEST 229.30 FEET; THENCE NORTH 58 DEGREES 22 MINUTES 36
SECONDS WEST 166.00 FEET;
THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET;
THENCE NORTH 00 DEGREES 00 THENCE NORTH 85 DEGREES 55 MINUTES 42
SECONDS WEST 646.30 FEET TO THE WEST LINE OF SAID NORTHWEST
QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST ALONG
SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35
SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03
FEET; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL
WITH THE WEST LINE OF SAID NORTHWEST QUARTER 264.30 FEET TO THE
NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET;
THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID
NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF
1164.06 FEET TO THE POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE
OR LESS. MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAIID
WEST HALF 1319.00 FEET;
LAT: N 39' 58' 44.2"
LONG: N 86' 14' 20.5"
SEEDING SPECFICATIONS
PERMANENT SEEDING AND MULCH AREAS
SEEDING RATE: 130# /ACRE OR 3 #/1000 S.F.
SEEDING MIXTURE: 25% CREDDPING RED FESSUE
35% PERENNIAL RYE
40% KENTUCKY BLUEGRASS
SEEDING
SEEDING
SEEDING
WITH FIBER BLANKET BY NORTH AMERICAN GREEN
RATE: 110# /ACRE OR 2.5 S.F.
MIXTURE: 38% KENTUCKY 31 FESUE
19% PERENNIAL RYE
19% ANNUAL RYE
14% ARCHARD GRASS
10% KENTUCKY BLUEGRASS
TEMPORARY SEEDING AND MULCHING.
SEEDING RATE: 50# /ACRE
SEEDING MIXTURE: 100% PERENNIAL RYE
FLOOD PLAN NOTE
CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE
DATE, MAY 19, 1981. SCALE FROM "FIRM FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 180081
0001 C, THE SUBJECT PROPERTY LIES WITHIN A FLOOD
ZONE C (AREA OF MINIMUM FLOODING) AS PLOTTED BY
INCHES
0
0' 30'
FEET
60'
2'
120'
N
U
0
O O
C3_ a
0
nee
3.
7/23/04
PER CITY OF CARMEL, HAMILTON
COUNTY SURVEYOR, AND SCS
COMMENTS
2.
6/30/04
PER CTE /CLAY WASTE COMMENTS
1.
6/30/04
PER SCS COMMENTS
NO.
DATE
REVISION DESCRIPTION
\\`\o\ t llitrlrlr
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E 900119
O STALE OF w J
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T
PLATINUM
LLC
9551 DELEGATES ROW
INDIANA 46250
PHONE: 317 -818 -2900
FAX: 317 -818 -2910
PROPERTIES,
INDIANAPOLIS,
CONFIDENTIALITY STATEMENT
understands that
owned by IEl, and also,
and confidential
Accordingly, the recipient
in strict confidence
these materials to any
not to make copies of
agrees to use the
purpose for which IEI
and recipient agrees
either upon completion of
the request of IEI,
The recipient of these materials
copyright in the materials is
that the materials contain priviledged
business information of IEI.
agrees to retain these materials
and agrees not to disclose
other party and further agrees
the materials. The recipient
materials only for the limited
has made the materials available,
to return all materials to IEI
the intended purpose or upon
whichever comes first.
SITE ADDRESS:
SUBDIVISION
WEST ROAD
INDIANA
BELLEOOD
131st STREET
CARMEL,
SCALE. 1 60'
a4l 7/23/04
DESIGNED BY: DG P
DROWN BY. M EC
CHECKED BY DGP
Hap BOOK f 03 -03
FILE NAME 0327DP.dwg
CONTROL
PLAN
..084/125 ....ME
EROSION
SHEET NO:
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FORM WA1{ 1
,i)ISCI LARGE i
C.)'N-I1
f
s
r /i
f
IN ��i_/ T1 h, i� �,c .Y I/
'OW L F_1 PIS'[ ,Qz f _r 1. It
DIM p h
SF DIMENJ HI: HM II.,1I1_ CHAIVNf=._i.�f
7
AN.? DAM I C Ji i f .,TED i
SUP._,1AN A (Sid DETAIL) o
>DO NOT DIST AREA ,r'
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J \x
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I-- aiiimi
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INV. 890.0
EMPlARY DEVERSION`
SWALE 0.20%
A') 517
Sanitary M :0 e
.0 90
hj a .25
tt+it.41
1 1 N J
>�F. c:,�Mr n t /-1//':///7--/-7//:
o
T DI T R A /i' 0� 7 DI'_ Dt,' NO S URB v.v. A a EA/
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NO WORK FOR CHANNEL OR
DAM CONSTRUCTION SHALL
BEGIN UNTIL I.D.E.M. WATER
QUALITY PERMITS ARE APPROVED
INV. 882.0
IN V. 891.0
SEEDBED PREPARATION FOR PERMAIENT SEEDING
1. I TO DETERMINE PH AND NUTRIENT
TEST SO L 0 DE 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 RIOT DONE, CONSIDER APPLYING 400 -600
LBS. /ACRE OF 12 -12 -12 ANALYSES, OR EQUIVALENT,
FERTILIZER.
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.
SEQUENCE OF CONSTRUCTION
The following is a list in sequence of construction
activities to control soil erosion:
1. The contractor shall schedule a Pre construction
meeting with the Hamilton County Soil and Water
Conservation District prior to any construction on the
site being started.
2. The construction entrance and construction
maintenance and refueling area shall be constructed.
3. Before mass earthwork activities begin, the existing
vegetation buffer along the eastern and northeastern
portion of the site shall be maintained.
4. Before mass earthwork activities begin, install silt
fence and construct landscape mounding at southwest
portion of the site along property line as shown on the
plans. Mounding to be permanently seeded.
5. Phase "A" Area Mass Earthwork Area: Before mass
earthwork begins in the area delineated as Phase "A"
along Lots 1 through 8, the following construction
sequence shall be follow for erosion control.
a. Maintain existing vegetation buffer at northeastern
portion of the site.
b. The silt fence behind Lots 1 through 8 shall be
installed as shown on the plans.
c. Mass earthwork for Repass Drive rough grade of
roadbed shall be excavated to cut off drainage area for
the south.
d. Construct proposed rear yard swales per plans, install
erosion control blankets and permanently seed common
area and lots per erosion control plan before proceeding
with all other construction activities.
PROPOSED LEGEND
NM MN =NM MN MI IMO
Arra
V V
min CONSTRUCTION LIMITS
ENVERESUMBIS
STORM SEWER
STORM INLET
PIPE END SECTION
EROSION CONTROL FENCE
FABRIC DROP
INLET PROTECTION
RIPRAP
EXISTING VEGITATION BUFFER, 5' 10' WIDTH
ROCK CHECK DAM
STORM WATER DISCHARGE POINT FROM SITE
TEMPORARY DIVERSION SWALE
AREA OF WOODED UNDERBRUSH TO BE CLEARED
PER DIRECTION OF THE COUNTY SURVEYOR
AREA OF TREE PRESERVATION
AREA IS NOT TO BE DISTURBED
6. Before mass earthwork activities begin on balance
of site, the temporary swales shown on the erosion
control plan shall be constructed to divert storm
water from the east sides of Lots 8 through 16.
The existing vegetation buffer shall be maintained
and the silt fence constructed as planned. The rear
yard swales shall be constructed, install erosion
control blankets and permanently seed common area
and rear yards per erosion control plan.
7. At time of mass earthwork activities, construct
sediment basin and rock check dam at outfall of
relocated channel west of proposed detention pond.
8. Construct relocated channel, install riprap gabion
channel step, install erosion control blanket and
permanently seed.
9. Install detention pond outlet storm pipe with
temporary slotted riser on inlet of pipe and
temporary sediment berm as shown on plans until
detention pond dam and channel work is
constructed substantially.
10. Construct detention pond dam key and core.
Convert temporary riser on pipe inlet to permanent
pond outlet control structure as dam construction
progresses. Install erosion control blankets and
permanently seed detention pond dam upon
completion of final grading.
11. Concrete washout area constructed
TEMPORARY BAGS TO BE INSTALLED AT CURB INLETS.
BAGS TO BE FILLED WITH MULCH OR SMALL PEBBLES.
12. Complete mass earthwork activities and rough
grade for streets, install storm sewers, sanitary
sewers and water utilities.
13. Posting information area shall be constructed. All
items, as outlined in the in the O &M manual for
Post Construction water quality measures shall be
placed in this area.
14. Finish grade rear yard and perimeter swales and
install permanent seeding.
15. Grade balance of the site (sides of swales,
mounds and ponds and mulched
ds a d o ds to be seeded a d
P
immediately upon completion. If the site remains
inactive for a period of 15 days, stabilization is
required to take place in the form of temporary
seeding, mulch or spray on palimar. For temporary
seeding, the contractor shall utilize a fast growing
seed of either oats, annual ryegrass, wheat or rye,
depending on time of year. Disturbed areas should
be kept to a minimum at all times.
16. Seed all remaining disturbed areas and remove
all BMP's when area is stabilized.
EROSION CONTROL BLANKET NORTH AMERICAN C75 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN SC150 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
EROSION CONTROL BLANKET NORTH AMERICAN C350 PERMANENT
SEEDING MULCH PER SPECIFICATIONS.
PERMANENT SEEDING (SEE SEEDING SPECIFICATIONS)
TEMPORARY SEEDING (SEE SEEDING SPECIFICATIONS)
SON. EROSION CONTROL SUMMARY NOTES
2. CONTRATOR SHALL INSTALL EROSION PROTECTION AT STORM INLETS
IMMEDIATELY AFTER INSTALLATION.
3. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS
SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL
LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST
SHALL BE KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM
CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER
APPROVED METHODS. EXISTING STREETS TO BE SWEEP AS NEEDED OR
REQUIRED BY THE LOCAL GOVERNMENTAL AGENCIES.
EMERGENCY SPILL RESPONSE CONTACTS
INITIAL SPILL RESSPONSE CALL "911"
SECONDARY SPILL RESPONSES
R. DAVID BICE
HAMILTON COUNTY EMA
PH. (317) 770 -3381 3382
HAMILTON COUNTY SURVEYOR OFFICE
PH. (317) 776 -9626
HAMILTON COUNTY SOIL WATER
CONSERVATION SERVICE
PH. (317) 773 -2181
CITY OF CARMEL FIRE DEPT.
(NON EMERGENCY CONTROL)
PH. (317) 571 -2600
ONSITE CONTACT RESPONSIBLE FOR EROSION CONTROL
DOUG ELMORE
PLATINUM PROPERTIES, LLC.
PHONE: (317) 818 -2900
SOL EROSION CONTROL SUMMARY NOTES
1. CONTRACTOR SHALL INSTALL SEDIMENT TRAPS AND SEDIMENT BASINS, DIVERSION BERMS AND
TEMPORARY SWALE BEFORE LAND DISTURBING ACTIVITIES.
2. MASS GRADE THE SITE (SIDES OF SWALES, MOUNDS AND PONDS TO BE SODDED OR
SEEDED AND MULCHED IMMEDIATELY UPON COMPLETION). TEMPORARY SEEDING SHALL
BE RECOMMENDED FOR ALL SWALES AND DISTURBED AREAS THAT CANNOT BE FINAL
SEEDED WITHIN A TIME PERIOD THAT WILL PREVENT SOIL EROSION, FOR TEMPORARY
SEEDING THE CONTRACTOR SHALL UTILIZE A FAST GROWING SEED OF EITHER OATS,
ANNUAL RYEGRASS, WHEAT OR RYE DEPENDING UPON TIME OF YEAR. DISTURBED
AREAS SHOULD BE KEPT TO A MINIMUM AT ALL TIMES.
3. MAINTAIN ALL FILTERS AND TRAPS DURING CONSTRUCTION TO PREVENT ANY
BLOCKAGES FROM ACCUMULATED SEDIMENT. ADDITIONAL SEEDING AND STRAW
BALES MAY BE REQUIRED DURING CONSTRUCTION AS SPECIFIED BY ENGINEER OR
SOIL CONSERVATION SERVICE. RIP RAP SHALL BE PLACED IN AREAS OF HIGH
VELOCITY STREAM FLOW (MINIMUM SIZE 1/3 CU.FT.).
4. ALL PROPOSED STREET AREAS TO BE PAVED AS SOON AS POSSIBLE AFTER SUBGRADE
IS PREPARED.
5. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROLS ONLY
WHEN THERE IS A SUFFICIENT GROWTH OF GROUND COVER TO PREVENT FURTHER
EROSION.
6. ALL SWALES SHALL BE SEEDED IMMEDIATELY AFTER FINAL GRADING.
NOTES:
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN
THE FIELD BY LOCAL OR STATE INSPECTORS.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2 WEEKS, THEN
STABILIZATION IS REQUIRED TO TAKE PLACE IN FORM OF TEMPORARY
SEEDING, MULCH, OR SPRAY ON PALIMAR.
LEGAL DESCRIPTION
PARCEL 1
A PART OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 30,
TOWNSHIP 18 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY,
INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE WEST HALF OF THE
NORTHWEST QUARTER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 00
MINUTES 24 SECONDS EAST (DEED BEARING) ALONG THE EAST LINE OF SAID
WEST HALF 70.00 FEET TO THE NORTH LINE OF THE PROPOSED
RIGHT -OF -WAY GRANT FOR 131ST STREET AND THE POINT OF BEGINNING;
THENCE CONTINUING NORTH 00 DEGREES 00 MINUTES 24 SECONDS EAST
ALONG SAID EAST LINE 596.60 FEET; THENCE NORTH 83 DEGREES 13 MINUTES
36 SECONDS WEST 229.30 FEET; THENCE NORTH 58 DEGREES 22 MINUTES 36
SECONDS WEST 166.00 FEET;
THENCE NORTH 86 DEGREES 08 MINUTES 09 SECONDS WEST 466.61 FEET;
THENCE NORTH 00 DEGREES 00 THENCE NORTH 85 DEGREES 55 MINUTES 42
SECONDS WEST 646.30 FEET TO THE WEST LINE OF SAID NORTHWEST
QUARTER; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST ALONG
SAID WEST LINE 1832.20 FEET; THENCE SOUTH 89 DEGREES 35 MINUTES 35
SECONDS EAST PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF 317.03
FEET; THENCE SOUTH 00 DEGREES 03 MINUTES 18 SECONDS WEST PARALLEL
WITH THE WEST LINE OF SAID NORTHWEST QUARTER 264.30 FEET TO THE
NORTH LINE OF THE PROPOSED RIGHT -OF -WAY GRANT FOR 131ST STREET;
THENCE SOUTH 89 DEGREES 35 MINUTES 35 SECONDS EAST ALONG SAID
NORTH LINE AND PARALLEL WITH THE SOUTH LINE OF SAID WEST HALF
1164.06 FEET TO THE POINT OF BEGINNING, CONTAINING 41.902 ACRES, MORE
OR LESS. MINUTES 24 SECONDS EAST PARALLEL WITH THE EAST LINE OF SAIID
WEST HALF 1319.00 FEET;
LAT: N 39' 58' 44.2"
LONG: N 86' 14' 20.5"
SEEDING SPECFICATIONS
PERMANENT SEEDING AND MULCH AREAS
SEEDING RATE: 130# /ACRE OR 3 #/1000 S.F.
SEEDING MIXTURE: 25% CREDDPING RED FESSUE
35% PERENNIAL RYE
40% KENTUCKY BLUEGRASS
SEEDING
SEEDING
SEEDING
WITH FIBER BLANKET BY NORTH AMERICAN GREEN
RATE: 110# /ACRE OR 2.5 S.F.
MIXTURE: 38% KENTUCKY 31 FESUE
19% PERENNIAL RYE
19% ANNUAL RYE
14% ARCHARD GRASS
10% KENTUCKY BLUEGRASS
TEMPORARY SEEDING AND MULCHING.
SEEDING RATE: 50# /ACRE
SEEDING MIXTURE: 100% PERENNIAL RYE
FLOOD PLAN NOTE
CITY OF CARMEL, HAMILTON COUNTY, INDIANA, EFFECTIVE
DATE, MAY 19, 1981. SCALE FROM "FIRM FLOOD
INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 180081
0001 C, THE SUBJECT PROPERTY LIES WITHIN A FLOOD
ZONE C (AREA OF MINIMUM FLOODING) AS PLOTTED BY
INCHES
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0' 30'
FEET
60'
2'
120'
N
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