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#53 COMPACTED
STONE BASE-
I 1
PREPARED SUBGRADE R/W LINE
TYPICAL SIDEWALK SECTION
NOT TO SCALE
THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO
THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH.
SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE
WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS.
X31 (n lb
-Z °i �'' O-
Z
N� Z 6' -0" BETWEEN Z
it TRANSVERSE JOINTS
-0" BETWEEN EXPANSION JOINTS (MAX.
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
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2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTTER)
CONCRETE CURB
TAPERED DOWN TO
GRADE AT RAMP
6' -0"
! A
1.1:10 4' -Dw 1:10
`SLOPE SLOPE
PLAN VIEW Flow LINE TT'HRRUU RAMP
MAINTAIN GUTTER
FLOW LINE THRU RAMP
MAX. 1:12
PAVEMENT
- - - - - - - 2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
50' RIGHT OF WAY
10' *30' BACK TO BACK 10'
12' 26' BACK TO BACK 12'
1' 4' 5' 2' *13' 13' 2' 5'* 4' 1'
7' 11' 11' 7'
CONC.
2' ROLL CURB PROFILE GRADE 2' ROLL CURB CONC.
WALK SLOPE 1 /4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN WALK
'�:' _ • i i• i i i ij i• i• H i• ih,
•N •i• •i• •i• �i• Y �i• �i• •i• •i• �i• •i• ji• 'Y ji• •i i j j : • : j : • •i' •i' •i• •i• •i• :i• •i• •i• •i• �i• �i'•�i• ;i• �i• •i• •i •i i•
ij .i..i.:i..i..i..i.. ... . ...... .. . . ... . . . .i..i. Si.:i.._. •i• •ij
PERTAINS TO 30' STREET
1" #11 HAC SURFACE
3" #9 HAC BINDER PIPE UNDERDRAIN (TYP)
• PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL
9" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 707
TYPICAL STREET SECTION
90' RIGHT OF WAY
13' 17'
r . .
1' 4' g' 22 16 22 8 8 1
CONC. 2, 2, ISLAND 2' 0 ASPHALT PATH
WALK
2' CHAIRBACK CURB 2' CHAIRBACK CURB
k SLOPE 1/4* PER FOOT MIN ` r` SLOPE 1/4* PER FOOT MIN �. .•
\� 1" HAC SURFACE
�- 3" HAC BINDER
9" COMPACTED STONE BASE
PIPE UNDERDRAIN (TYP)
SEE DETAIL
• PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION AT ENTRANCE OF RIVER ROAD
DRAINAGE, UTILITY & SEWER ESMT
D 0 PROPOSED FINISHED GRADE
ELEVATIONS AT BACK
- - - - - CORNERS (VARIES)
I M I
I
NO
N I
I ( DRAINAGE, UTILITY
& SEWER ESMT
I o o I
PROPOSED SIDE YARD
ELEV VARIES FROM
5.0% 0 21.0 %) I o 0 Z
I I
I MIN PAD ELEV & I
FIN GRADE ELEV AT BLDG)
DRAINAGE, UTILITY I I BUILDING LINE NOTE:
& SEWER ESMT I I ADDITIONAL 8' OF DRIVE WAY SPACE
REQUIRED FOR UNITS WITH MORE
THAN 3 BEDROOMS.
Ib °im I
PROPOSED FINISHED GRADE e
ELEVATIONS AT FRONT I o z R/W LINE
CORNERS (VARIES) N 2
SIDEWALK � BACK OF CURB
CL
THE LOCATION OF HOUSE (DEPICTED BY RECTANGLES) AND THE "FINISH GROUND GRADE"
CONNECTED THERETO, ARE INTENDED AS GUIDE -LINES ONLY, SHOWING HOW EACH LOT MAY
BE GRADED TO DRAIN EFFECTIVELY. THE FINISH GROUND GRADE SHOULD HOWEVER, BE
TREATED AS A MINIMUM ELEVATION, AND THE SAME DRAINAGE PATTERN SHOULD BE
MAINTAINED BUT ADAPTED TO THE PARTICULAR HOUSE SELECTED FOR EACH LOT.
TYPICAL LOT
1
2
3
4
5
D
GRADE
(NEW OR EXISTING)\
Wheat or Rye
Oats
Annual Ryegross
Non - Irrigated*
Irrigated
Dormant
Seeding **
VARIES
TYPICAL SWALE SECTION
Temporary Seeding Dates
GRADE
VEW OR EXISTING)
MCImo0mva2. 212a
Permanent Seeding
Irrigation needed during this period. To control
erosion at times other than In the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
If mulch is applied.
** Increase seeding application by 50R
FIGURE 5 -3
- Temporary Seedings -
Kind of Seed 1000 Sq. Ft- Acre Remarks -
Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep*
* Not necessary where mulch is applied.
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
flow
,straw bale
Plan
(n.t.s.)
stake (typ)
straw bale
3 " -6 "undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
1. 3-BEDROOM UNITS SHALL HAVE 2- ONSiTE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
2. 4- BEDROOM UNITS SHALL HAVE 3- ONSITE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
PARKING PLAN
7 1 8
t 4 4
11 ( 12 I 13
55 GALLON DRUM
6 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
to
3 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
10
•
N
(TO BE PLACED OVER ALL BEEHIVE
CASTINGS DURING CONSTRUCTION)
SLOTTED RISER
FOR SEDIMENT RETENTION
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs /acre Ib3/1000 well
- sq. ft. Droughty Drained Wet
Level and Sloping, Open Areas
1. Tail Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvatch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
B. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant.
i
SOIL S a E Salt
CONDITION g Elf, f fi 8 Tolerance
Wet o Dry +• I- ►- u. z x I- a s Gen. Soil Isproy
Creepo..g Red Fescue
Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12 -18 7 -21 S
Kentucky Bluegrass 2 1 2 1 1 1 Mad. 1 25 -35 12 -18 10 -20
Poo paratinsis MT
Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T
Festuca L arundinacea
Pere�.?iai ryegross 2 1 2 - 1 2 Mod 2 15 -20 12 -18 5 -10 MT
Loliurn perenne High
Crownvetch - 1 1 2 - - Low 1 5 -10 24 14-21 T
Coronilla varia
Red Clover - 1 - 2 - - Med 1 7 -10 18 5 -10 S S
Trifolium protense
Ranking: Salt Tolerance (to both soil salts dk spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5 -4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL HOLEY HOLEY SAYS
FENCES, SILT TRAPS, TREE PROTECTION AND INLET EROSION CONTROL DEVICES SHALL BE INSTALLED AS DONT PROTECTION FOR EXISTING INLETS PRIOR TO THE SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
START OF ANY EARTH MOVING OR STRIPPING. 6 THE DURATION OF TIME WHICH MI AREA REMAINS
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DIG
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE DEPENDING UPON THE WEATHER. IF CONSTRC11ON
START OF EARTHWORK AS NECESSARY TO PREVENT ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, BLIND"
SOIL FROM BO SHALL BE TRACKED OR WASHED INTO EXISTING THE DISTURBED AREAS SH BE TEMPORARILY SEEDED.
ROADWAYS. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
3 LAND ALTERATIONS WHICH STRIP THE LAND OF BE PUT IN PLACE AT THE TIME EACH INLET IS
VEGETATION, INCLUDING REGRADING, SHALL BE DONE. CONSTRUCTED.
IN A WAY THAT WILL MINIMIZE EROSION. WHENE`;_'R l
FEASIBLE, NATURAL VEGETATION SHALL BE RETA;n: J 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
AND PROTECTED. AS GRADING IS DONE, INSTALL WLT MEASURES AND DEVICES DURING CONSTRUCTION AND
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY UNTIL SILTATION OF THE STREETS AND STORM SEWERS
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES WILL NO LONGER OCCUR.
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
CONTAINED ON SITE. AND STORM SEWERS WALL NO LONGER OCCUR, THE
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1- 800 =$82=6644
MULCHED AS SHOWN ON THE PLANS IMMEDIATEL" TEMPORARY EROSION CONTROL DEVICES
CALL TOLL FREE
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 1�8OO�4Z8�6ZOO
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE SPECIFIC NOTES AND ADDITIONAL DETAILS. FOR CALLS OUTSIDE OF INDIANA
COMPLETED.
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORIONG
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
14 I 15 I 16 I 17 I 18
r
23
S I S.I
27 2 6 ,
1
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LJ Li
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" n . l
AREA /ZONING MAP
14
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._I,.
FxC3 J
s�
vn
15
SOILS MAP
16
- Ro
y12.11/
r•
cA
• 12 --
17
18
� 4 4
Revisions
P
n
N
M
L
K
J
H
G
F
E
CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
0
in
aF �
CD
0
Z o
o
-0" BETWEEN EXPANSION JOINTS (MAX.
CONCRETE SIDEWALK
NOT TO SCALE
SIDEWALK DETAIL
Z
.- ••e -.. e• •- e•e- ..•- w *e- ...- e•e- e•e -e•e -. .
e •.e e. e.e e.e e.e e.e'�4 a e.e e.e e.e e e
•••e•O• •O•e•O•e•e•e•O ••O•e•I•••e•e•O•• O ••
•• O•• O•e ••• e•e ••• O • O•e O•e O•• °•• e•
2' CONCRETE CHAIRBACK CURB
(WITHOUT GUTTER)
CONCRETE CURB
TAPERED DOWN TO
GRADE AT RAMP
6' -0"
! A
1.1:10 4' -Dw 1:10
`SLOPE SLOPE
PLAN VIEW Flow LINE TT'HRRUU RAMP
MAINTAIN GUTTER
FLOW LINE THRU RAMP
MAX. 1:12
PAVEMENT
- - - - - - - 2' CONC. ROLL CURB
SECTION A -A
WHEELCHAIR RAMP DETAIL
50' RIGHT OF WAY
10' *30' BACK TO BACK 10'
12' 26' BACK TO BACK 12'
1' 4' 5' 2' *13' 13' 2' 5'* 4' 1'
7' 11' 11' 7'
CONC.
2' ROLL CURB PROFILE GRADE 2' ROLL CURB CONC.
WALK SLOPE 1 /4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN WALK
'�:' _ • i i• i i i ij i• i• H i• ih,
•N •i• •i• •i• �i• Y �i• �i• •i• •i• �i• •i• ji• 'Y ji• •i i j j : • : j : • •i' •i' •i• •i• •i• :i• •i• •i• •i• �i• �i'•�i• ;i• �i• •i• •i •i i•
ij .i..i.:i..i..i..i.. ... . ...... .. . . ... . . . .i..i. Si.:i.._. •i• •ij
PERTAINS TO 30' STREET
1" #11 HAC SURFACE
3" #9 HAC BINDER PIPE UNDERDRAIN (TYP)
• PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL
9" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 707
TYPICAL STREET SECTION
90' RIGHT OF WAY
13' 17'
r . .
1' 4' g' 22 16 22 8 8 1
CONC. 2, 2, ISLAND 2' 0 ASPHALT PATH
WALK
2' CHAIRBACK CURB 2' CHAIRBACK CURB
k SLOPE 1/4* PER FOOT MIN ` r` SLOPE 1/4* PER FOOT MIN �. .•
\� 1" HAC SURFACE
�- 3" HAC BINDER
9" COMPACTED STONE BASE
PIPE UNDERDRAIN (TYP)
SEE DETAIL
• PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION AT ENTRANCE OF RIVER ROAD
DRAINAGE, UTILITY & SEWER ESMT
D 0 PROPOSED FINISHED GRADE
ELEVATIONS AT BACK
- - - - - CORNERS (VARIES)
I M I
I
NO
N I
I ( DRAINAGE, UTILITY
& SEWER ESMT
I o o I
PROPOSED SIDE YARD
ELEV VARIES FROM
5.0% 0 21.0 %) I o 0 Z
I I
I MIN PAD ELEV & I
FIN GRADE ELEV AT BLDG)
DRAINAGE, UTILITY I I BUILDING LINE NOTE:
& SEWER ESMT I I ADDITIONAL 8' OF DRIVE WAY SPACE
REQUIRED FOR UNITS WITH MORE
THAN 3 BEDROOMS.
Ib °im I
PROPOSED FINISHED GRADE e
ELEVATIONS AT FRONT I o z R/W LINE
CORNERS (VARIES) N 2
SIDEWALK � BACK OF CURB
CL
THE LOCATION OF HOUSE (DEPICTED BY RECTANGLES) AND THE "FINISH GROUND GRADE"
CONNECTED THERETO, ARE INTENDED AS GUIDE -LINES ONLY, SHOWING HOW EACH LOT MAY
BE GRADED TO DRAIN EFFECTIVELY. THE FINISH GROUND GRADE SHOULD HOWEVER, BE
TREATED AS A MINIMUM ELEVATION, AND THE SAME DRAINAGE PATTERN SHOULD BE
MAINTAINED BUT ADAPTED TO THE PARTICULAR HOUSE SELECTED FOR EACH LOT.
TYPICAL LOT
1
2
3
4
5
D
GRADE
(NEW OR EXISTING)\
Wheat or Rye
Oats
Annual Ryegross
Non - Irrigated*
Irrigated
Dormant
Seeding **
VARIES
TYPICAL SWALE SECTION
Temporary Seeding Dates
GRADE
VEW OR EXISTING)
MCImo0mva2. 212a
Permanent Seeding
Irrigation needed during this period. To control
erosion at times other than In the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
If mulch is applied.
** Increase seeding application by 50R
FIGURE 5 -3
- Temporary Seedings -
Kind of Seed 1000 Sq. Ft- Acre Remarks -
Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep*
* Not necessary where mulch is applied.
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
flow
,straw bale
Plan
(n.t.s.)
stake (typ)
straw bale
3 " -6 "undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
1. 3-BEDROOM UNITS SHALL HAVE 2- ONSiTE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
2. 4- BEDROOM UNITS SHALL HAVE 3- ONSITE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
PARKING PLAN
7 1 8
t 4 4
11 ( 12 I 13
55 GALLON DRUM
6 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
to
3 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
10
•
N
(TO BE PLACED OVER ALL BEEHIVE
CASTINGS DURING CONSTRUCTION)
SLOTTED RISER
FOR SEDIMENT RETENTION
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs /acre Ib3/1000 well
- sq. ft. Droughty Drained Wet
Level and Sloping, Open Areas
1. Tail Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvatch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
B. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant.
i
SOIL S a E Salt
CONDITION g Elf, f fi 8 Tolerance
Wet o Dry +• I- ►- u. z x I- a s Gen. Soil Isproy
Creepo..g Red Fescue
Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12 -18 7 -21 S
Kentucky Bluegrass 2 1 2 1 1 1 Mad. 1 25 -35 12 -18 10 -20
Poo paratinsis MT
Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T
Festuca L arundinacea
Pere�.?iai ryegross 2 1 2 - 1 2 Mod 2 15 -20 12 -18 5 -10 MT
Loliurn perenne High
Crownvetch - 1 1 2 - - Low 1 5 -10 24 14-21 T
Coronilla varia
Red Clover - 1 - 2 - - Med 1 7 -10 18 5 -10 S S
Trifolium protense
Ranking: Salt Tolerance (to both soil salts dk spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5 -4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL HOLEY HOLEY SAYS
FENCES, SILT TRAPS, TREE PROTECTION AND INLET EROSION CONTROL DEVICES SHALL BE INSTALLED AS DONT PROTECTION FOR EXISTING INLETS PRIOR TO THE SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
START OF ANY EARTH MOVING OR STRIPPING. 6 THE DURATION OF TIME WHICH MI AREA REMAINS
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DIG
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE DEPENDING UPON THE WEATHER. IF CONSTRC11ON
START OF EARTHWORK AS NECESSARY TO PREVENT ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, BLIND"
SOIL FROM BO SHALL BE TRACKED OR WASHED INTO EXISTING THE DISTURBED AREAS SH BE TEMPORARILY SEEDED.
ROADWAYS. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
3 LAND ALTERATIONS WHICH STRIP THE LAND OF BE PUT IN PLACE AT THE TIME EACH INLET IS
VEGETATION, INCLUDING REGRADING, SHALL BE DONE. CONSTRUCTED.
IN A WAY THAT WILL MINIMIZE EROSION. WHENE`;_'R l
FEASIBLE, NATURAL VEGETATION SHALL BE RETA;n: J 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
AND PROTECTED. AS GRADING IS DONE, INSTALL WLT MEASURES AND DEVICES DURING CONSTRUCTION AND
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY UNTIL SILTATION OF THE STREETS AND STORM SEWERS
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES WILL NO LONGER OCCUR.
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
CONTAINED ON SITE. AND STORM SEWERS WALL NO LONGER OCCUR, THE
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1- 800 =$82=6644
MULCHED AS SHOWN ON THE PLANS IMMEDIATEL" TEMPORARY EROSION CONTROL DEVICES
CALL TOLL FREE
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 1�8OO�4Z8�6ZOO
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE SPECIFIC NOTES AND ADDITIONAL DETAILS. FOR CALLS OUTSIDE OF INDIANA
COMPLETED.
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORIONG
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
14 I 15 I 16 I 17 I 18
r
23
S I S.I
27 2 6 ,
1
0
Db 0
i iJl, i '7•. r, :; t,. �. t :t 1 ,p ` . } ..s, ai r .� I�' t• �.
LJ Li
:ri•'% ••7 _ �M4� . �•1.�M .f 4. ;. x.- {, b ..'ti it �` 1 � _. �, l�y� vy" ��,�!�.•
" n . l
AREA /ZONING MAP
14
I
._I,.
FxC3 J
s�
vn
15
SOILS MAP
16
- Ro
y12.11/
r•
cA
• 12 --
17
18
� 4 4
Revisions
P
n
N
M
L
K
J
H
G
F
E
CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
0
in
aF �
CD
0
1' 4' g' 22 16 22 8 8 1
CONC. 2, 2, ISLAND 2' 0 ASPHALT PATH
WALK
2' CHAIRBACK CURB 2' CHAIRBACK CURB
k SLOPE 1/4* PER FOOT MIN ` r` SLOPE 1/4* PER FOOT MIN �. .•
\� 1" HAC SURFACE
�- 3" HAC BINDER
9" COMPACTED STONE BASE
PIPE UNDERDRAIN (TYP)
SEE DETAIL
• PREPARED SUBGRADE PER INDIANA DEPARTMENT
OF TRANSPORTATION SPECS. No. 207
TYPICAL STREET SECTION AT ENTRANCE OF RIVER ROAD
DRAINAGE, UTILITY & SEWER ESMT
D 0 PROPOSED FINISHED GRADE
ELEVATIONS AT BACK
- - - - - CORNERS (VARIES)
I M I
I
NO
N I
I ( DRAINAGE, UTILITY
& SEWER ESMT
I o o I
PROPOSED SIDE YARD
ELEV VARIES FROM
5.0% 0 21.0 %) I o 0 Z
I I
I MIN PAD ELEV & I
FIN GRADE ELEV AT BLDG)
DRAINAGE, UTILITY I I BUILDING LINE NOTE:
& SEWER ESMT I I ADDITIONAL 8' OF DRIVE WAY SPACE
REQUIRED FOR UNITS WITH MORE
THAN 3 BEDROOMS.
Ib °im I
PROPOSED FINISHED GRADE e
ELEVATIONS AT FRONT I o z R/W LINE
CORNERS (VARIES) N 2
SIDEWALK � BACK OF CURB
CL
THE LOCATION OF HOUSE (DEPICTED BY RECTANGLES) AND THE "FINISH GROUND GRADE"
CONNECTED THERETO, ARE INTENDED AS GUIDE -LINES ONLY, SHOWING HOW EACH LOT MAY
BE GRADED TO DRAIN EFFECTIVELY. THE FINISH GROUND GRADE SHOULD HOWEVER, BE
TREATED AS A MINIMUM ELEVATION, AND THE SAME DRAINAGE PATTERN SHOULD BE
MAINTAINED BUT ADAPTED TO THE PARTICULAR HOUSE SELECTED FOR EACH LOT.
TYPICAL LOT
1
2
3
4
5
D
GRADE
(NEW OR EXISTING)\
Wheat or Rye
Oats
Annual Ryegross
Non - Irrigated*
Irrigated
Dormant
Seeding **
VARIES
TYPICAL SWALE SECTION
Temporary Seeding Dates
GRADE
VEW OR EXISTING)
MCImo0mva2. 212a
Permanent Seeding
Irrigation needed during this period. To control
erosion at times other than In the shaded areas,
use mulch.
* Late summer seeding dates may be extended 5 days
If mulch is applied.
** Increase seeding application by 50R
FIGURE 5 -3
- Temporary Seedings -
Kind of Seed 1000 Sq. Ft- Acre Remarks -
Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep
Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep*
* Not necessary where mulch is applied.
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
flow
,straw bale
Plan
(n.t.s.)
stake (typ)
straw bale
3 " -6 "undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
1. 3-BEDROOM UNITS SHALL HAVE 2- ONSiTE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
2. 4- BEDROOM UNITS SHALL HAVE 3- ONSITE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
PARKING PLAN
7 1 8
t 4 4
11 ( 12 I 13
55 GALLON DRUM
6 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
to
3 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
10
•
N
(TO BE PLACED OVER ALL BEEHIVE
CASTINGS DURING CONSTRUCTION)
SLOTTED RISER
FOR SEDIMENT RETENTION
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs /acre Ib3/1000 well
- sq. ft. Droughty Drained Wet
Level and Sloping, Open Areas
1. Tail Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvatch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
B. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant.
i
SOIL S a E Salt
CONDITION g Elf, f fi 8 Tolerance
Wet o Dry +• I- ►- u. z x I- a s Gen. Soil Isproy
Creepo..g Red Fescue
Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12 -18 7 -21 S
Kentucky Bluegrass 2 1 2 1 1 1 Mad. 1 25 -35 12 -18 10 -20
Poo paratinsis MT
Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T
Festuca L arundinacea
Pere�.?iai ryegross 2 1 2 - 1 2 Mod 2 15 -20 12 -18 5 -10 MT
Loliurn perenne High
Crownvetch - 1 1 2 - - Low 1 5 -10 24 14-21 T
Coronilla varia
Red Clover - 1 - 2 - - Med 1 7 -10 18 5 -10 S S
Trifolium protense
Ranking: Salt Tolerance (to both soil salts dk spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5 -4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL HOLEY HOLEY SAYS
FENCES, SILT TRAPS, TREE PROTECTION AND INLET EROSION CONTROL DEVICES SHALL BE INSTALLED AS DONT PROTECTION FOR EXISTING INLETS PRIOR TO THE SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
START OF ANY EARTH MOVING OR STRIPPING. 6 THE DURATION OF TIME WHICH MI AREA REMAINS
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DIG
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE DEPENDING UPON THE WEATHER. IF CONSTRC11ON
START OF EARTHWORK AS NECESSARY TO PREVENT ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, BLIND"
SOIL FROM BO SHALL BE TRACKED OR WASHED INTO EXISTING THE DISTURBED AREAS SH BE TEMPORARILY SEEDED.
ROADWAYS. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
3 LAND ALTERATIONS WHICH STRIP THE LAND OF BE PUT IN PLACE AT THE TIME EACH INLET IS
VEGETATION, INCLUDING REGRADING, SHALL BE DONE. CONSTRUCTED.
IN A WAY THAT WILL MINIMIZE EROSION. WHENE`;_'R l
FEASIBLE, NATURAL VEGETATION SHALL BE RETA;n: J 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
AND PROTECTED. AS GRADING IS DONE, INSTALL WLT MEASURES AND DEVICES DURING CONSTRUCTION AND
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY UNTIL SILTATION OF THE STREETS AND STORM SEWERS
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES WILL NO LONGER OCCUR.
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
CONTAINED ON SITE. AND STORM SEWERS WALL NO LONGER OCCUR, THE
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1- 800 =$82=6644
MULCHED AS SHOWN ON THE PLANS IMMEDIATEL" TEMPORARY EROSION CONTROL DEVICES
CALL TOLL FREE
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 1�8OO�4Z8�6ZOO
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE SPECIFIC NOTES AND ADDITIONAL DETAILS. FOR CALLS OUTSIDE OF INDIANA
COMPLETED.
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORIONG
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
14 I 15 I 16 I 17 I 18
r
23
S I S.I
27 2 6 ,
1
0
Db 0
i iJl, i '7•. r, :; t,. �. t :t 1 ,p ` . } ..s, ai r .� I�' t• �.
LJ Li
:ri•'% ••7 _ �M4� . �•1.�M .f 4. ;. x.- {, b ..'ti it �` 1 � _. �, l�y� vy" ��,�!�.•
" n . l
AREA /ZONING MAP
14
I
._I,.
FxC3 J
s�
vn
15
SOILS MAP
16
- Ro
y12.11/
r•
cA
• 12 --
17
18
� 4 4
Revisions
P
n
N
M
L
K
J
H
G
F
E
CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
0
in
aF �
CD
0
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
flow
,straw bale
Plan
(n.t.s.)
stake (typ)
straw bale
3 " -6 "undertoe
Profile
(n.t.s.)
SEDIMENT FILTER DETAIL
1. 3-BEDROOM UNITS SHALL HAVE 2- ONSiTE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
2. 4- BEDROOM UNITS SHALL HAVE 3- ONSITE
SPACES PLUS 1/2 AVAILABLE OFFSITE SPACES.
PARKING PLAN
7 1 8
t 4 4
11 ( 12 I 13
55 GALLON DRUM
6 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
to
3 -1 "x6" SLOTS TO
BE EQUALLY SPACED.
10
•
N
(TO BE PLACED OVER ALL BEEHIVE
CASTINGS DURING CONSTRUCTION)
SLOTTED RISER
FOR SEDIMENT RETENTION
Seedbed Preparation
Apply lime to raise the pH to the level needed for species being
seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per
1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to
test. Application of 150 lbs. of ammonium nitrate on areas low in organic
matter and fertility will greatly enhance vegetative growth.
Work the fertilizer and lime into the soil to a depth of 2 -3 inches
with a harrow, disk or rake operated across the slope as much as possible.
Seeding
Select a seed mixture based on projected use of the area (Figure 5 -2),
while considering best seeding dates. See Figure 5-3 this sheet. If toler-
ances are a problem, such as salt tolerance of seedings adjacent to streets
and highways, see Figure 5 -4 this sheet before final selection.
Figure 5 -2: Permanent Seed Mixtures
Species Seeding Rate Suitable pH Site Suitability*
lbs /acre Ib3/1000 well
- sq. ft. Droughty Drained Wet
Level and Sloping, Open Areas
1. Tail Fescue 35 .8 5.5 -8.3 2 1 2
2. Tall Fescue 25 .6 5.5 -8.3 1
Red Clover** 5 .12
3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1
Creeping Red Fescue 15 .4
Steep Banks and Cuts
4. Tall Fescue 15 .4 5.8 -7.5 2 1 2
Kentucky Bluegrass 25 .6
5. Tall Fescue 35 .8 5.5 -8.3 2 1
Emerald Crownvatch** 10 .25
Lawns and High Maintenance Areas
6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1
Creeping Red Fescue 40 .9
7. Perennial Ryegrass 170 4.0 5.0 -7.5 1
(Turf Type)
B. Tall Fescue 170 4.0 5.5 -8.3 2 1 2
* 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant.
i
SOIL S a E Salt
CONDITION g Elf, f fi 8 Tolerance
Wet o Dry +• I- ►- u. z x I- a s Gen. Soil Isproy
Creepo..g Red Fescue
Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12 -18 7 -21 S
Kentucky Bluegrass 2 1 2 1 1 1 Mad. 1 25 -35 12 -18 10 -20
Poo paratinsis MT
Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 T
Festuca L arundinacea
Pere�.?iai ryegross 2 1 2 - 1 2 Mod 2 15 -20 12 -18 5 -10 MT
Loliurn perenne High
Crownvetch - 1 1 2 - - Low 1 5 -10 24 14-21 T
Coronilla varia
Red Clover - 1 - 2 - - Med 1 7 -10 18 5 -10 S S
Trifolium protense
Ranking: Salt Tolerance (to both soil salts dk spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5 -4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL HOLEY HOLEY SAYS
FENCES, SILT TRAPS, TREE PROTECTION AND INLET EROSION CONTROL DEVICES SHALL BE INSTALLED AS DONT PROTECTION FOR EXISTING INLETS PRIOR TO THE SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
START OF ANY EARTH MOVING OR STRIPPING. 6 THE DURATION OF TIME WHICH MI AREA REMAINS
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DIG
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE DEPENDING UPON THE WEATHER. IF CONSTRC11ON
START OF EARTHWORK AS NECESSARY TO PREVENT ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, BLIND"
SOIL FROM BO SHALL BE TRACKED OR WASHED INTO EXISTING THE DISTURBED AREAS SH BE TEMPORARILY SEEDED.
ROADWAYS. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
3 LAND ALTERATIONS WHICH STRIP THE LAND OF BE PUT IN PLACE AT THE TIME EACH INLET IS
VEGETATION, INCLUDING REGRADING, SHALL BE DONE. CONSTRUCTED.
IN A WAY THAT WILL MINIMIZE EROSION. WHENE`;_'R l
FEASIBLE, NATURAL VEGETATION SHALL BE RETA;n: J 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
AND PROTECTED. AS GRADING IS DONE, INSTALL WLT MEASURES AND DEVICES DURING CONSTRUCTION AND
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY UNTIL SILTATION OF THE STREETS AND STORM SEWERS
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES WILL NO LONGER OCCUR.
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
CONTAINED ON SITE. AND STORM SEWERS WALL NO LONGER OCCUR, THE
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1- 800 =$82=6644
MULCHED AS SHOWN ON THE PLANS IMMEDIATEL" TEMPORARY EROSION CONTROL DEVICES
CALL TOLL FREE
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 1�8OO�4Z8�6ZOO
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE SPECIFIC NOTES AND ADDITIONAL DETAILS. FOR CALLS OUTSIDE OF INDIANA
COMPLETED.
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORIONG
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
14 I 15 I 16 I 17 I 18
r
23
S I S.I
27 2 6 ,
1
0
Db 0
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CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
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Ranking: Salt Tolerance (to both soil salts dk spray):
1 Good T Tolerance
2 Medium MT Medium Tolerance
- Not tolerant S Slight Tolerance
FIGURE 5 -4
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT 5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL HOLEY HOLEY SAYS
FENCES, SILT TRAPS, TREE PROTECTION AND INLET EROSION CONTROL DEVICES SHALL BE INSTALLED AS DONT PROTECTION FOR EXISTING INLETS PRIOR TO THE SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
START OF ANY EARTH MOVING OR STRIPPING. 6 THE DURATION OF TIME WHICH MI AREA REMAINS
2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DIG
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE DEPENDING UPON THE WEATHER. IF CONSTRC11ON
START OF EARTHWORK AS NECESSARY TO PREVENT ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, BLIND"
SOIL FROM BO SHALL BE TRACKED OR WASHED INTO EXISTING THE DISTURBED AREAS SH BE TEMPORARILY SEEDED.
ROADWAYS. 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
3 LAND ALTERATIONS WHICH STRIP THE LAND OF BE PUT IN PLACE AT THE TIME EACH INLET IS
VEGETATION, INCLUDING REGRADING, SHALL BE DONE. CONSTRUCTED.
IN A WAY THAT WILL MINIMIZE EROSION. WHENE`;_'R l
FEASIBLE, NATURAL VEGETATION SHALL BE RETA;n: J 8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
AND PROTECTED. AS GRADING IS DONE, INSTALL WLT MEASURES AND DEVICES DURING CONSTRUCTION AND
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY UNTIL SILTATION OF THE STREETS AND STORM SEWERS
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES WILL NO LONGER OCCUR.
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
CONTAINED ON SITE. AND STORM SEWERS WALL NO LONGER OCCUR, THE
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW CONTRACTOR SHALL REMOVE AND DISPOSE OF THE 1- 800 =$82=6644
MULCHED AS SHOWN ON THE PLANS IMMEDIATEL" TEMPORARY EROSION CONTROL DEVICES
CALL TOLL FREE
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL 1�8OO�4Z8�6ZOO
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE SPECIFIC NOTES AND ADDITIONAL DETAILS. FOR CALLS OUTSIDE OF INDIANA
COMPLETED.
PER INDIANA STATE LAW IS-69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORIONG
DAYS BEFORE COMMENCING WORK.
EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
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SOILS MAP
16
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17
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Revisions
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n
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M
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CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
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EROSION CONTROL SCHEDULE
EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
SILT FENCE WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
PROTECTION TREE W%EKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS WEPEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING
TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING MEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING
INLET PROTECTION WEEKLY AFTER STORY EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED
SEED, SOD do LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS I
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF INLET PROTECTION I N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SIT FENCE I N/A AFTER ALL AREAS DRAINING A ARE S A ILL
9 ( 10 I 11 I 12 1 13
14 I 15 I 16 I 17 I 18
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SOILS MAP
16
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• 12 --
17
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� 4 4
Revisions
P
n
N
M
L
K
J
H
G
F
E
CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
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14 I 15 I 16 I 17 I 18
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AREA /ZONING MAP
14
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FxC3 J
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vn
15
SOILS MAP
16
- Ro
y12.11/
r•
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• 12 --
17
18
� 4 4
Revisions
P
n
N
M
L
K
J
H
G
F
E
CERTIfiED BY
iM ORAWNG AND THE IOM DESIGNS AND OMACfPTS CONTANED
1 301 ARE THE DIMUSK NTEIIECNAL PROPERTY OF SCH EW
ENCIiIEW COR M71ON AND ARE NOT TO BE USED OR FEPRODlM
N *K LE OR N PART, WiHOUT THE VIM COINWNT OF S"CDER
ENGNEFRNG CORPORAii K
01996, Schneider Engineering Corporat'Nxt D
&bncid(x
e e
CO porafiofi
3020 North Post Road Engineering C
Indianapolis, Indiana Surveying
46226 -0068 Landscape Architecture
317- 898 -8282 GIS • US
317 -899 -8010 Fax Geology
A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated
BRENIIICK DEVEIAPMM CO., INC.
kD
PRAIRIE VIEW B
CAR11iEI, INDIANA
id
0
GENERAL DETAILS
Date Project No. Drawn Approv.
4 -15 -96 1065 D.T.R.
Computer Idles Sheet No. A
,k \100\D*;S \1MDET.DWG a
0
in
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CD
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