HomeMy WebLinkAbout05060043-50 Site Plans with markup Rcd. No datePROJECT
LOCATION
VICINITY MAP
NO SCALE
OPERATING AUTHORITIES
GAS
VECTREN
P.O-Box 1700
Noblesville, Indiana 46060
317 - 776 -5573
Jim Scott
ELECTRIC
CINERGY / PSI
1441 South Guilford Road
Carmel, Indiana 46032
317 - 776 -5347
Rick McClain
SANITARY
CLAY TOWNSHIP REGIONAL
WASTE DISTRICT
10701 Norrh College Avenue, Suite A
Indianapolis, Indiana 46240
Jay W. Alley
SCHOOL DISTRICT
• 5201 East 131 st Street
Carmel, Indiana 46033
Ron Farrand
HOLEYMOLEYMYS
"DIG SAFELY"
"ITS THE LAW
GILL?KtVdaVGa4rSL YOi(IOVO
> -80"2- 5'.544
CALL TOU FREE
FV?P MMSUTFLAWK;-t,2d
MSACANST TIELAW TO FXrAIUTE
KKTTHOUTMOT] -V' MEM ERGRO(. W
LOCAMW 50MCl: TKU (7) ►11C WJW D4 YS
8090W C0A0 9VC W WORK
... \F'W_Temp \dms t2591 \04151pre t . dign 8/4/2006-1120:33 AM
CABLE TELEVISION
BRIGHT HOVE NETWORK
516 East Carmel Drive
Carmel, Indiana 46032
317- 972 -9700
WATER
VEOLIA WATER INDIANAPOLIS
1220 Waterway Boulevard
P.O. Box 1220
Indianapolis, Indiana 46206
317- 263 -6309
Mark Shockley
STREETS
TELEPHONE
HAM I LT N COUNTY
BBC
HIGHWAY DEPARTMENT
5858 North College Avenue
1770 South 10th Street
Noblesville, Indiana 46060
Indianapolis, Indiana 46220
317 -773 -7770
3
17 - 972 -9700
Mike McBride
Jeremy Pendelton
STORM
FIRE DEPARTMENT
FFAMILTON COUNTY
UA-RMEL/CLAYMT WNSHIP
DRAINAGE BOARD
FIRE DEPARTMENT'
One Hamilton County Square, Suite 188 Fire Headquarters, Station 41
Noblesville, Indiana 46060
2 Civic Square
(317) 776 -8495
Carmel, Indiana 46032
317- 571 -2600
LEGEND
STO STOP SIGN
® STREET NAME SIGN
FEM
2 5 SPEED LIMIT SIGN
"PRIMARY PLAY"
A-UREL RHDGE
RESIDENTIAL SUBDIVSION CONTAINING 47.1 AC +/-
IVllV 1/4. SEC. 10 -T7 7N -R3E
CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA
PROJECT ADDRESS: 10479 DITCH ROAD, CARMEL, INDIANA 46032
DOCKET N0., 05060043 PP
05060044 SW: 6.03.04
05060045 SW: 8.09902
05060046 SW: 6.03019
05060047 SW: 6.03922
05060048 SW: 8.09.02
05060049 SW: 8.09.02
05060050 SW: 6.02.01
J 106th Street
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STREET NAME CHART
STREET NAME
STREET LENGTH
LAUREL RIDGE DRIVE
651'
LAUREL RIDGE COURT
793'
COHEN COURT
r3'
125 MPH DESIGN SPEED
REVISIONS
DATE I DESCRIPTION
N
1 %�
1 '
SITE MAP
SCALE: 1" = 200'
I 08 -05-05 1 REVISED PER TAC MEETING ON 07 -20-05 I
SWEET IiUDEX
SHEET NO I DESCRIPTION
1 TITLE SHEET
2 PRIMARY PLAT
3 MISCELLANEOUS DETAILS
PROJECT
LOCATION
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COHEN
PEALTY
C 0
LOCATION MAP
NO SCALE
DEVELOPER & PROPERTY OWNER
JB COHEN
210 EAST 91st STREET, SUITE A
INDIANAPOLIS, INDIANA 46240
PHONE: 317 -844 -4467
FAX: 317- 844 -4527
CONTACT: JEFFERY B. COHERI
DATE OF SUBMISSION: 06 -17 -05
REVISED:
SOURCE OF TITLE:
EXISTING ZONING: S 1
CERTIFIED BY:
PLANS PREPARED BY:
- E/VGI/VEE/�I/VG
698 TOWER ROAD, SUITE #700
PLAINFIELa I/V 46768
BUS. (377) 839-2.581, FAX (377) 838 -9777
E- AVAIL banningQ,banning -eng, com
CONTACT: LANCE G. FERRELL
DATE:
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GLENCOEFARMS, YI /�. l lj l{ f •'fr`� K- r i.:y (/'rs ,
INS 77? #9709705144••
Assod
ZONED S-1
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FLOOD FRINGE
PER FIRM MAPS
18057CO208F & 18057CO216F
DATED FEB. 19, 2003 y C
FLOOD WAY
PER FIRM MAPS
18057CO208F & 18057CO216F•.;, -_- -
DATED FEB. 19, 2003
FLOOD FRINGE
PER FIRM MAPS
18057CO208F & 18057CO216F-
DATED FEB. 19, 2003 l f'"�+
Lorm
PRIVATE STREET STATEMENT
JB COHEN REALTY CORP. AND ANY AND ALL SUCCESSORS AND
ASSIGNS HEREBY WAIVE ALL RIGHTS TO PETITION THE HAMILTON
COUNTY HIGHWAY DEPARTMENT, THE HAMILTON COUNTY BOARD OF
COMMISSIONERS, OR HAMILTON COUNTY, OR THE SUCCESSOR UNIT OF
GOVERNMENT TO BE RESPONSIBLE FOR THE MAINTENANCE OF THE
INGRESS /EGRESS EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED
A PUBLIC ROAD NECESSITATING MAINTENANCE BY ANY UNIT OF GOVERNMENT.
WHERE INGRESS /EGRESS EASEMENTS ARE SHOWN ON THIS PLAT, THOSE
LOT OWNERS ABUTTING SUCH EASEMENTS SHALL OWN EQUAL AND
UNDIVIDED INTEREST IN SUCH EASEMENTS AS TENANTS IN COMMON, AND
IT SHALL BE THE OBLIGATION OF EACH OWNER IN COMMON WITH THE
OTHER LOT OWNERS ABUTTING SUCH A STREET TO CONTRIBUTE AN
EQUAL SHARE OF THE COST OF THE MAINTENANCE OF SUCH STREETS.
WHERE A MAJORITY OF LOT OWNERS SERVED BY A PRIVATE STREET
ELECT TO REPAIR THE PRIVATE STREET LOCATED IN THE EASEMENT
AND ONE OR MORE LOT OWNERS FAIL TO PAY THEIR ALLOCABLE SHARE
OF SUCH REPAIR, THEN THE OWNERS PAYING SUCH COST MAY FILE A
LIEN FOR THE REASONABLE VALUE OF THE LABOR PERFORMED AND
MATERIALS FURNISHED AS PRESCRIBED BY THE LIEN LAWS OF THE STATE
OF INDIANAAGAINST ANY SUCH LOTAND THE OWNER THEREOF AND
RECOVER THE FULLASSESSMENT OWED TOGETHER WITH INTEREST
FROM DUE DATE AND REASONABLE ATTORNEY'S FEES. THE PRIVATE
EASEMENT MAY CONTAIN UTILITIES TO SERVE SAID LOTS. ALL PRIVATE
STREET EASEMENTS SHALL BE A UTILITY EASEMENT.
SITE CONSTRUCTION SEQUENCE
A. INSTALL CONSTRUCTION ENTRANCE ALONG THE PROPOSED ENTRANCE.
B. START MASS EARTHWORK, LAKE CONSTRUCTION FOLLOWED BY
EROSION CONTROL.
C. INSTALL AND CONNECT ALL INFRASTRUCTURE.
D. MAINTAIN EROSION CONTROL.
GENERAL NOTES
1. ALL SANITARY SEWER SHALL BE 8" PVC UNLESS NOTED OTHERWISE.
2. WATER MAIN THRU THE SUBDIVISION TO BE 8' PVC.
3. PRIVATE STREET TO BE 30' IN WIDTH AND HAVE A 50' INGRESS
EGRESS EASEMENT.
4. ALL LOTS TO 10' SIDEYARD SETBACK AND 20' REAR YARD SETBACK.
5. S.O.S. TYPE ACCESS DEVICES SHALL BE INSTALLED AT THE GATE
W/ A BATTERY BACKUP.
6. BLUE REFLECTORS TO BE PLACE IN THE STREET PERPENDICULAR
TO FIRE HYDRANTS, TO ALLOW FIRE DEPARTMENT TO MORE EASILY
LOCATE HYDRANTS DURING AN EMERGENCY.
... \PW_Temp \dmsi2591 \04151pre2.dgn 8/4/2005 8:28:22 AM
FLOODPLAIN NOTE
THIS PROJECT LIES IN ZONE X ( AREAS DETERMINED TO BE OUTSIDE THE 500
YEAR FLOOD PLAIN) AND ZONE AE ( BASE FLOOD ELEVATIONS DETERMINED)
PER FIRM MAP 18057C 0208 F, DATED FEBURARY 19, 2003 AND FIRM MAP
18057C 0216 F, DATED FEBURARY 19, 2003
BENCHMARK
A STANDARD DISK, STAMPED Q 79 1946, ELEVATION 848.03 (NAVD 88)
ABOUT 3.5 MILE SOUTH ALONG THE CHICAGO, INDIANAPOLIS AND
LOUISVILLE RAILWAY FROM THE STATION AT CARMEL, THENCE 2.95
MILES WEST ALONG THE HAMILTON - MARION COUNTY ROAD, IN THE CENTER
OF THE TOP OF THE NORTH HEADWALL OF A 3 -FOOT CONCRETE BOX
CULVERT, 11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND ABOUT
0.5 FOOT ABOVE ROAD LEVEL.
CURVE DATA
CURVE NO.
RADIUS
TANGENT
LENGTH
CHORD
DELTA
C1
200.00'
74.50'
142.64'
139.63'
40 051'46"
C2
300.00'
91.60'
177.80'
175.21'
33 057'27"
C3
500.00'
86.00'
170.32'
169.50'
19 031'04"
C4
200.00'
35.68'
70.62'
70.26'
20013'55"
C5
200.00'
31.08'
61.67'
61.43'
17 040'03"
C6
125.00'
125.00'
1 196.35'
176.78'
90 000100"
.A. SURFACE
io H.A. BINDER
� STONE BASE
r-
�" (MIN.) COMPACTED OR
UNDISTURBED SOIL
106th STREET & DITCH ROAD
PAVEMENT SECTION
NO SCALE
A. SURFACE
H.A. BINDER
a, STONE BASE
�— 6" (MIN.) COMPACTED OR
UNDISTURBED SOIL
LOCAL STREET PAVEMENT SECTION
NO SCALE
L.r1urrc1_ vrvvu
INWR Mff586
P.C. 1, 3L. 28
ZONED S 1
LAND DESCRIPTION
That portion of the Northwest Quarter of Section 10, Township 17 North, Range 3 East of the
Second Principal Meridian, Clay Township, Hamilton County, Indiana, described as follows:
BEGINNING at a Harrison Monument found at the northwest corner of said Northwest Quarter;
thence South 00 degrees 16 minutes 20 seconds West along the west line thereof 2068.40 feet
to a mag nail with "BANNING ENG FIRM #0060" cap (herein referred to a "mag nail ") set at the
southwest corner of the land of Fairmeadow Farms, Inc. as described in Instrument Number
9301106 in Office of the Recorder of said county; thence North 89 degrees 57 minutes 46
seconds East along the south line of said land and the north line of Lot 26 per the plat of
Laurelwood, a subdivision in Hamilton County, Indiana as described in Instrument Number
8911586 in Plat Cabinet 1, Slide 28 in said county records 992.66 feet to a Y2 inch rebar with
"MSE" cap found at the southwest comer of Lot 27 in said subdivision; thence North 00 degrees
16 minutes 41 seconds East along the west line of said subdivision 2066.86 feet to a mag nail
set on the north line of said Northwest Quarter; thence North 89 degrees 56 minutes 54 seconds
West along said north line 992.87 feet to the POINT OF BEGINNING, containing 47.122 acres,
more or less.
50' R/W
BOTH SIDES OF ROAD.
TYPICAL STREET SECTION
NO SCALE
NW CORNER, NW M4
SEC. /0- T17N- -R3E
HARR /SONMONUMENT
FOUND
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-- MAY BF REQUIRED TO
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LEGEND
EX /STING
SST - -ST
STORM SEWER
—s —s—
SANITARY SEWER
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WATER LINE
—x —x—
FENCE LINE
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OVERHEAD UTILITIES
—AGE
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STORM INLET
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PROPOSED
STORM SEWER
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SANITARY SEWER
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SANITARY MANHOLE
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STORM MANHOLE
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STORM INLET
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FIRE HYDRANT
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HOLEYMOLEYSAYS
"DIG SAFELY"
"ITS THE LAW"
GALL 2 WC.WING MYS BEFORE YOU DIG
1 -80"82 -5544
CALL TOLL FREE
PER IN014M4 STATFLAW IC 84-M
fTISAdovirTF/ELAWTo6(a n:E
WIWOUT NOTIFYING THE LKMERGR0(.WD
LOCATION SERVICE TWO (2) WOVaW MYS
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Sheet No:
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DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR
YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE
CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED.
LEGEND
SILT FENCE
/--� CURB INLET PROTECTION
E CB EROSION CONTROL BLANKET
TS TEMPORARY SEEDING
O MULCH
RR RIP -RAP
SILT FENCE AT INLET PROTECTION
P$ PERMANENT SEEDING
SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS
Rlprop shall have a D50, by welght, of 7 Inchos. It shall be angular or sub-angular In
shape and place to a minlmum thickness of 15 Inches, unless otherwise speclfled.
Protect trees during construction. Do not fill over roots. Contact developer /englneer
before cutting arty trees over 6 Inches In diameter.
Erasion control blanket shall be North American Green S150 or equivalent.
Refer to the Indiana Handbook for Erasion Control In Developing Areas and the Urban
Development Planning Guide for additional information, construction specifications and
maintenance recommendations. The Hendricks County Soll and Water Conservation District
and Natural Resources Conservation Service, In Noblesville, can be contacted at (317)773 -2181.
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DISTURBANCE OF EARTH WILL ONLY BE IN THE FRONT, REAR
YARD SWALES, LAKES AND WHERE UTILITIES ARE TO BE
CONSTRUCTED. PADS FOR THE LOTS WILL NOT BE CONSTRUCTED.
LEGEND
SILT FENCE
/--� CURB INLET PROTECTION
E CB EROSION CONTROL BLANKET
TS TEMPORARY SEEDING
O MULCH
RR RIP -RAP
SILT FENCE AT INLET PROTECTION
P$ PERMANENT SEEDING
SOIL EROSION AND SEDIMENT CONTROL SPECIFICATIONS
Rlprop shall have a D50, by welght, of 7 Inchos. It shall be angular or sub-angular In
shape and place to a minlmum thickness of 15 Inches, unless otherwise speclfled.
Protect trees during construction. Do not fill over roots. Contact developer /englneer
before cutting arty trees over 6 Inches In diameter.
Erasion control blanket shall be North American Green S150 or equivalent.
Refer to the Indiana Handbook for Erasion Control In Developing Areas and the Urban
Development Planning Guide for additional information, construction specifications and
maintenance recommendations. The Hendricks County Soll and Water Conservation District
and Natural Resources Conservation Service, In Noblesville, can be contacted at (317)773 -2181.
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M� Jun: Jul. A Sew q�
Per'marvAt
Seeding
1 Dormant B
CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE I5-Seed1bg
CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE COMM
— —
ITw4m aty E
I Seeding
Pre - construction Dellneate important vegetation, Maintoln/ Re- Install markings
naturol or unique areas, and destroyed or removed. f– - V
Isadd� ng
septic absorption fields to '
preserve, undisturbed. ( ---
Estab/Isting Access Install temporary grovel Clean entrance /street as ( MacNng - I
construction entrance. Install necessary. Inspect weekly
sediment traps and barriers as and following each runoff
shown In the details. event to review operating A - Kentct 4 Bluegrass 40 lbs /acre; or 40 lbss tall Fwa* plus 2 tons straw
condition and needed mulch acre or add Annuall�egrass 20 !bs /aura
maintenance. Maintain as B - Ket uc& Bluegrass 610 lbs/acre: or 40 lbss tall Few /alas 2 tons stray °
necessary. mulch acre or add Annual d�egrass 30 lbs /acre.
Runoff Control and Install measures as shown on Inspect following each runoff c - Spring oats /00 lWacre
Conveyance the plans. Stabilize stream - event to review operating D - Wheat or Rye 150 lbs /aura
banks, as Necessary. condition and needed E -Annual Ryegrass 40 lbsIdara (l Ib./1000 sq.ftJ
maintenance. Maintain as F -Sad
necessary. G - Straw Mulch 2 tans /acre.
" /l /= Irrlgatlan needed during Juts, Juy, and /ar Sgprember.
Land Clearing and Clear only areas necessary for Inspect mulching, seeding and � lrrlgatlL» needed far 2 to 3 weeks after applying sod.
Grading construction. Apply temporary other measures on o regular Lime and fertilize to sh'a speclfia sals fasts or apply fertilizer
or permanent stabilization basis. Repair or replace as at a rate cf 1000 lbs peer acre or 12OL-12 -12 or oVftlent.
measures when work Is completed necessary. Apply nutrients to All swam steal to seedad with 2 1bs.AdelpN bluegrass and
or substantial delayed. 2 lba. Perennial Derby rye. or equivalent per IoOo square feet.
substantially ay areas Where need is evident, ent, mulch with one bola of straw per ro00 square fee. Fertilize
as vegetation becomes with 5 lbs. of 20-5 -5 per 1)00 square feet.
established. SEEDING CHART
NO SCALE
Building Construction Install necessary sediment Inspect weekly and after each MAINTENANCE
barriers and temporary runoff event. Repair and xlnspect periodically, especially after storm events, until the stand is successfully established.
(Characteristics of a successful stand include: vigorous dark green or bluish-green seedlings; uni-
construction entrance. replace as necessary, form density with nurse plants, legumes, and grasses well intermixed; green leaves; and the per -
Stabilize all dlsturbed areas ennials remaining ,green throughout the summer, at least at the plant base.)
Including soll stockpiles. =Plan to add fertilizer the following growing season according to soil test recommendations.
=Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or reseeding, and
Seed and mulch within 3 days of mulchin .
completion of grading. "If ' cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi-
tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and
mulching after re-preparing the seedbed.
=If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob-
lems. (Contact your SWCD or Cooperative Extension offi.e for assistance.)
=lf additional fertilization is needed to get a satisfactory stand, do so according th soil test recom-
mendations.
�-- r
0 100, 2001
HOLL-YMOLEY54YS
"DIG SAFELY"
"IT'S THE LAW"
C.AI.L 2 WC# YUNG a4 RLFaW YOU &Q
1-800-382-5544
CAI L 7CX L FREE
FEW /Ni7X M 3TA11: LAW ice• 1,2a
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Seeding
1 Dormant B
CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE I5-Seed1bg
CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE COMM
— —
ITw4m aty E
I Seeding
Pre - construction Dellneate important vegetation, Maintoln/ Re- Install markings
naturol or unique areas, and destroyed or removed. f– - V
Isadd� ng
septic absorption fields to '
preserve, undisturbed. ( ---
Estab/Isting Access Install temporary grovel Clean entrance /street as ( MacNng - I
construction entrance. Install necessary. Inspect weekly
sediment traps and barriers as and following each runoff
shown In the details. event to review operating A - Kentct 4 Bluegrass 40 lbs /acre; or 40 lbss tall Fwa* plus 2 tons straw
condition and needed mulch acre or add Annuall�egrass 20 !bs /aura
maintenance. Maintain as B - Ket uc& Bluegrass 610 lbs/acre: or 40 lbss tall Few /alas 2 tons stray °
necessary. mulch acre or add Annual d�egrass 30 lbs /acre.
Runoff Control and Install measures as shown on Inspect following each runoff c - Spring oats /00 lWacre
Conveyance the plans. Stabilize stream - event to review operating D - Wheat or Rye 150 lbs /aura
banks, as Necessary. condition and needed E -Annual Ryegrass 40 lbsIdara (l Ib./1000 sq.ftJ
maintenance. Maintain as F -Sad
necessary. G - Straw Mulch 2 tans /acre.
" /l /= Irrlgatlan needed during Juts, Juy, and /ar Sgprember.
Land Clearing and Clear only areas necessary for Inspect mulching, seeding and � lrrlgatlL» needed far 2 to 3 weeks after applying sod.
Grading construction. Apply temporary other measures on o regular Lime and fertilize to sh'a speclfia sals fasts or apply fertilizer
or permanent stabilization basis. Repair or replace as at a rate cf 1000 lbs peer acre or 12OL-12 -12 or oVftlent.
measures when work Is completed necessary. Apply nutrients to All swam steal to seedad with 2 1bs.AdelpN bluegrass and
or substantial delayed. 2 lba. Perennial Derby rye. or equivalent per IoOo square feet.
substantially ay areas Where need is evident, ent, mulch with one bola of straw per ro00 square fee. Fertilize
as vegetation becomes with 5 lbs. of 20-5 -5 per 1)00 square feet.
established. SEEDING CHART
NO SCALE
Building Construction Install necessary sediment Inspect weekly and after each MAINTENANCE
barriers and temporary runoff event. Repair and xlnspect periodically, especially after storm events, until the stand is successfully established.
(Characteristics of a successful stand include: vigorous dark green or bluish-green seedlings; uni-
construction entrance. replace as necessary, form density with nurse plants, legumes, and grasses well intermixed; green leaves; and the per -
Stabilize all dlsturbed areas ennials remaining ,green throughout the summer, at least at the plant base.)
Including soll stockpiles. =Plan to add fertilizer the following growing season according to soil test recommendations.
=Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or reseeding, and
Seed and mulch within 3 days of mulchin .
completion of grading. "If ' cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi-
tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and
mulching after re-preparing the seedbed.
=If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob-
lems. (Contact your SWCD or Cooperative Extension offi.e for assistance.)
=lf additional fertilization is needed to get a satisfactory stand, do so according th soil test recom-
mendations.
�-- r
0 100, 2001
HOLL-YMOLEY54YS
"DIG SAFELY"
"IT'S THE LAW"
C.AI.L 2 WC# YUNG a4 RLFaW YOU &Q
1-800-382-5544
CAI L 7CX L FREE
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Slablllzatlon D
� J� e� /fir. �Qt Nov. ew
M� Jun: Jul. A Sew q�
Per'marvAt
Seeding
1 Dormant B
CONSTRUCTION SEQUENCE AND MAINTENANCE SCHEDULE I5-Seed1bg
CONSTRUCTION PHASE SEDIMENT AND EROSION MAINTENANCE SCHEDULE COMM
— —
ITw4m aty E
I Seeding
Pre - construction Dellneate important vegetation, Maintoln/ Re- Install markings
naturol or unique areas, and destroyed or removed. f– - V
Isadd� ng
septic absorption fields to '
preserve, undisturbed. ( ---
Estab/Isting Access Install temporary grovel Clean entrance /street as ( MacNng - I
construction entrance. Install necessary. Inspect weekly
sediment traps and barriers as and following each runoff
shown In the details. event to review operating A - Kentct 4 Bluegrass 40 lbs /acre; or 40 lbss tall Fwa* plus 2 tons straw
condition and needed mulch acre or add Annuall�egrass 20 !bs /aura
maintenance. Maintain as B - Ket uc& Bluegrass 610 lbs/acre: or 40 lbss tall Few /alas 2 tons stray °
necessary. mulch acre or add Annual d�egrass 30 lbs /acre.
Runoff Control and Install measures as shown on Inspect following each runoff c - Spring oats /00 lWacre
Conveyance the plans. Stabilize stream - event to review operating D - Wheat or Rye 150 lbs /aura
banks, as Necessary. condition and needed E -Annual Ryegrass 40 lbsIdara (l Ib./1000 sq.ftJ
maintenance. Maintain as F -Sad
necessary. G - Straw Mulch 2 tans /acre.
" /l /= Irrlgatlan needed during Juts, Juy, and /ar Sgprember.
Land Clearing and Clear only areas necessary for Inspect mulching, seeding and � lrrlgatlL» needed far 2 to 3 weeks after applying sod.
Grading construction. Apply temporary other measures on o regular Lime and fertilize to sh'a speclfia sals fasts or apply fertilizer
or permanent stabilization basis. Repair or replace as at a rate cf 1000 lbs peer acre or 12OL-12 -12 or oVftlent.
measures when work Is completed necessary. Apply nutrients to All swam steal to seedad with 2 1bs.AdelpN bluegrass and
or substantial delayed. 2 lba. Perennial Derby rye. or equivalent per IoOo square feet.
substantially ay areas Where need is evident, ent, mulch with one bola of straw per ro00 square fee. Fertilize
as vegetation becomes with 5 lbs. of 20-5 -5 per 1)00 square feet.
established. SEEDING CHART
NO SCALE
Building Construction Install necessary sediment Inspect weekly and after each MAINTENANCE
barriers and temporary runoff event. Repair and xlnspect periodically, especially after storm events, until the stand is successfully established.
(Characteristics of a successful stand include: vigorous dark green or bluish-green seedlings; uni-
construction entrance. replace as necessary, form density with nurse plants, legumes, and grasses well intermixed; green leaves; and the per -
Stabilize all dlsturbed areas ennials remaining ,green throughout the summer, at least at the plant base.)
Including soll stockpiles. =Plan to add fertilizer the following growing season according to soil test recommendations.
=Repair damaged, bare, or sparse areas by filling any gullies, re- fertilizing, over- or reseeding, and
Seed and mulch within 3 days of mulchin .
completion of grading. "If ' cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condi-
tion, and mulching; then repair the affected area either by over - seeding or by re- seeding and
mulching after re-preparing the seedbed.
=If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency prob-
lems. (Contact your SWCD or Cooperative Extension offi.e for assistance.)
=lf additional fertilization is needed to get a satisfactory stand, do so according th soil test recom-
mendations.
�-- r
0 100, 2001
HOLL-YMOLEY54YS
"DIG SAFELY"
"IT'S THE LAW"
C.AI.L 2 WC# YUNG a4 RLFaW YOU &Q
1-800-382-5544
CAI L 7CX L FREE
FEW /Ni7X M 3TA11: LAW ice• 1,2a
IrISAaAwsri iimvTnExravArs
wnuoumonFnyu nkucJnaAegcuraw
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Project No: 4151
Sheet No:
3 of 3