HomeMy WebLinkAboutC803 Erosion Control NotesEROSION CONI KOL SCHEDULE
EROSION CONTROL MEASURE
MAINTENANCE
INSTALLATION SEQUENCE
STONE ENTRANCE
AS NLLDED
PRIOR TO CLEARING AND GRADING
SILT FENCE
WEEKLY AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
PRIOR TO CLEARING AND GRADING
EXISTING INLET PROTECTION
TREE PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
PRIOR TO CLEARING AND GRADING
TEMPORARY DIVERSIONS
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WATER AS NEEDED
ALONG WITH ROUGH GRADING
AFTER ROUGH GRADING
TEMPORARY SEEDING
PERMANENT SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
EROSION CONTROL MATTING
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER FINISH GRADING
AFTER FINISH GRADING
STRAW BALES
INLET PROTECTION
WEEKLY, AFTER STORM EVENTS AND AS NEEDED
AFTER EACH INLET IS PLACED
SEED, SOD LANDSCAPE AROUND
WATER AS NEEDED
AFTER FINISHED GRADING AROUND FINISHED UNITS
UNITS FINISHED
NZA
N/A
N/A
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF STRAW BALES
REMOVAL OF INLET PROTECTION
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED
REMOVAL OF SILT FENCE
DATE:
11 /06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
NOTES
DRAWING FILES:
N: \1238 \020 \DWGS \C803.DWG
SHEET NO.:
C 1 4) 03
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE
IT.
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED.
4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN ,THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL;
REPLACE THE GEOTEXTILE FABRIC, IF USED.
2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT
FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED 'INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location mop.
1B Narrative: This project consists of the construction of two mixed use (commercial /apartment) buildings
with an asphalt parking lot. Site construction is scheduled to begin in the Winter of 2000 and be completed in
the Spring of 2001.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C102
for proposed and existing improvements.
1D Lot and /or Building Locations: See Sheet C101 for building location.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
grass.
2B Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site Elliot Creek flows
south along the postern boundary of the overall project.
2C 100 Year Floodplains, Floodwoy Fringes, and Floodways: None
2D Soils Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C102 for existing and proposed contour
lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwoter is collected via an
on- site system of inlets, pipes and swales and conveyed to the proposed retention pond. The storm water outfall
for this project is the Elliot Creek.
2G Identify All Receiving Waters: Receiving waters: Elliot Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater. The proposed retention pond facility is a potential
area where stormwater may enter ground water.
21 Location of Stormwater System: See Sheet C102 for proposed stormwater system. r
LAND DISTURBING: ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C103 showing the
limits of construction.
3B Soil Stockpiles and /or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C103 for Erosion Control Schedule showing
installation sequence.
4B Monitoring and Maintenance Guidelines for Each Measure: See Sheet C104 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C103 for location of perimeter control and
Sheet C104 for details and specifications.
4D Temporary' Seeding: See Sheet C103 for location of temporary seeding and Sheet C104 for
details and specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location of
temporary erosion and sediment control measures and Sheet C104 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 for location of
permanent erosion and sediment control measures and Sheet C104 for details and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet protection
and Sheet C104 for details and specifications.
4H Stormwoter Outlet Protection: See Sheet C103 for location of stormwater outlet protection
and Sheet C104 for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and
Sheet C104 for details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C104 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of permanent seeding and Sheet C104 for
details and specifications.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
PUBLIC ROAD
6" (MIN)
2 -3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT
FENCES, SILT TRAPS, TREE PROTECTION AND INLET
PROTECTION FOR EXISTING INLETS PRIOR TO THE
START OF ANY EARTH MOVING OR STRIPPING.
2 CONTRACTOR SHAI.L INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE
START OF EARTHWORK AS NECESSARY TO PREVENT
SOIL FROM BEING TRACKED OR WASHED INTO EXISTING
ROADWAYS.
3 LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE DONE
IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER
FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED
AND PROTECTED. AS GRADING IS DONE, INSTALL SILT
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT
CONTAINED ON SITE.
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE
COMPLETED.
5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS
SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
6 THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM
DEPENDING UPON THE WEATHER. IF CONSTRCTION
ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS,
THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED.
7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
BE PUT IN PLACE AT THE TIME EACH INLET IS
CONSTRUCTED.
8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND
UNTIL SILTATION OF THE STREETS AND STORM SEWERS
WILL NO LONGER OCCUR.
9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
AND STORM SEWERS WILL NO LONGER OCCUR, THE
CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
TEMPORARY EROSION CONTROL DEVICES.
10 THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS.
11 EROSION CONTROL TO COMPLY WITH INDIANA 327
IAC AND RULE #5, AND INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
12 THE INSPECTOR HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
50' (MIN)
12' (MIN)
24"
L,
2:1 (MAX.)
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
NOTE:
FLOW
1 1111-111_ I
111 ICI I CI- III =1�1_
1-11 L- 111 1 I_-__1 I 1
l i l lil l l Bi l l l 1 -7 1 l l l i l l l 1111-1-11111-1111
6' (MIN.)
SEEDING
-d
fill in
EROSION CONTROL
(NORTH AMERICAN
S -75 OR EQUAL)
EXISTING GRADE
EROSION CONTROL
MATTING DETAIL
Plan
(n.t.s.)
Profile
(n.t.s.)
flow
straw bale
stake (typ)
straw bale
yid
3 6 "undertoe
SEDIMENT FILTER DETAIL
CROSSBARS BEEHIVE INLET OR
DRAINAGE COVER
SILT FENCE MATERIAL SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
mo w'
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION SILT FENCE
2 ft.
LATHS
10% SETTLEMENT
4' FRE ®OARD
Ii1 11 11 1 I I I I I I I-111 111 1 1 T I l• 1-1 1- -1 II I ll 1 I I l l 1=1 I I I I I 1 I I- I I l 1 l l l la I
2:1 (MAX.)
CROSS- SECTIONAL VIEW OF A TEMPORARY DIVERSION
TEMPORARY DIVERSION SWALE
6" MIN.
PROTECTED
AREA
TURN DOWN
BLANKET
GREEN
3
THE BLANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MAXIMUM BLANKET TO SOIL
CONTACT.
300
275
250
225
200
SLOPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SHOULD BE ESTABUSHED
EVERY 35 40'. THE SLOTS SHOULD BE
6" WIDE BY 6' DEEP WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BACKFIIIED AND SEEDED.
SILT FENCE
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
N
x
1
3'
A
1 STAPLE PER S0. YD.
1 1/2'
GENERAL STAPLE RECOMMENDATIONS
4:1 3 :1 2:1
SLOPE GRADIENT
1:1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
OVERLAPPED 2
7
ROLL BLANKETS
OUT IN DIRECTION
OF WATER ROW.
B
3'
1 -1/2 STAPLES PER S0. YD.
CHANNEL
LINING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 111_1 OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTEi2N "C" SHOULD BE UTILIZED.
1 1/2'
7
ROLL BLANKETS
OUT IN DIRECTION
OF WATER ROW.
SILT FENCE
x
2
6
x:
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS
REWIRED DUE TO DEPTH OF FLOW.
CHANNEL UNINGS UTILIZE STAPLE PATTERN 'C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
EROSION BLANKET INSTALLATION
PREPARATION OF THE SEED BED,
INCLUDING APPUCATION OF LIME,
FERTILIZER AND SEED SHOULD BE
CONDUCTED AS NORMAL PRIOR TO
INSTALLATION OF BLANKET.
X
10'
TYPICAL
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 Ibs.
Burst Strength 200 psi
UV Resistance 70
A.O.S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE DETAIL
N TS
Stakes 5' O.C.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOT lull IN
ABOVE THE BREAK OF THE SLOPE OR AT
A MINIMUM, STAPLED IN PLACE WITH
STAPLES 6" APART ON THE END OF THE
BLANKET.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOULD BE OVERLAPPED
4 6" IN A 'SHINGLE LIIICT'.
X
x
TYPICAL TOPSOIL STOCKPILE
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Jan
Wheat or Rye
Annual ryegrass
1 Ib.
Temporary Seeding Dates
Feb Mar Apr May Jun Jul
FIGURE 5-3
Temporary Seedings
Not necessary where mulch is applied.
Kind of Seed 1000 Sq. Ft. Acre Remarks
Sep Oc
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
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 50
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep
40 lbs. Cover seed 1/4"deep*
Nov
Dec
Seedbed Prepor ation
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 fel tility will greatly enhance vegetative growth.
Work t11, 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.
Species
Level and Sloping, Open Areas
1. Tall Fescue 35
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25 .6
5. Tali Fescue 35
Emerald Crownvetch 10 .25
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre lbs/1000
sq. ft.
Site Suitability*
well
Droughty Drained Wet
.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
.4 5.8-7.5 2 1 2
8 5.5 -8.3 2 1
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)
8. Tall Fescue 170 4.0 5.5 -8.3
2 1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
Ranking:
1 Good
2 Medium
Not tolerant
FIGURE 5 -4
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
CYD
z
CD
w
L)
0 011111 11111 111/8/1 0
0 GISTE, 5'
No.
#0 //r/m11111‘111 00
9800085
STATE OF 1-:
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
CARMEL, INDIANA
SOIL
CONDITION
Shade
Tolerance
Close Mowing
to 2 -3 1/2inches
Tromping
Tolerance
spaaN
Winter
Hardiness
Flooding
Tolerance (days)
Mature
Height (inches)
Emergence
Time (days)
Salt
Tolerance
Wet
Vorrr
Dry
Gen.
Soil
Spray
Creeping Red Fescue
Festuca rubra
2
1
2
1
1
1
Med.
1
20 -25
12 -18
7 -21
S
Kentucky Bluegrass
Poa pratinsis
2
1
2
1
1
1
Med.
1
25 -35
12 -18
10 -20
MT
Tall Fescue
Festuca L arundinacea
2
1
1
1
1
1
Low
1
24 -35
24 -36
5 -14
T
Perennial ryegrass
Lolium perenne
2
1
2
1
2
Med-
High
2
15 -20
12 -18
5 -10
MT
Crownvetch
Coronilla varia
1
1
2
Low
1
5 -10
24
14 -21
T
Red Clover
Trifolium pretense
1
2
Med.
1
7 -10
18
5 -10
S
S
EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS
STRAW BALE DAM MAINTENANCE REQUIREMENTS
1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY
SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN,
TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES.
2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION
ACTIVITIES AND REPAIR IMMEDIATELY.
3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE
IT.
SILT FENCE MAINTENANCE REQUIREMENTS
1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES
INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.
3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT
ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE.
4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT.
5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE
AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS
1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY
REPAIR ANY EROSION AND PIPING HOLES.
2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH.
3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED.
4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY.
5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH
FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE
SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION.
6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN ,THE
SPILLWAY ARE ABOVE DESIGN GRADE.
7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND
SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE.
SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS
1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF
NECESSARY.
2. INSPECT AFTER EACH STORM EVENT.
3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE
BARRIER.
4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS
1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL;
REPLACE THE GEOTEXTILE FABRIC, IF USED.
2. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT
FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION.
3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS.
4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE
GRAVEL, WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM
PROPERLY.
EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS
1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY
EROSION BELOW THE BLANKET.
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING
IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET.
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS
1. INSPECT ENTRANCE PAD SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM
EVENTS OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS
BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS
CONVEYED 'INTO A SEDIMENT TRAP OR BASIN.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EROSION SEDIMENT CONTROL INFORMATION
PROJECT INFORMATION:
1A Project Location Map: See Sheet C100 for the location mop.
1B Narrative: This project consists of the construction of two mixed use (commercial /apartment) buildings
with an asphalt parking lot. Site construction is scheduled to begin in the Winter of 2000 and be completed in
the Spring of 2001.
1C Location of Planned and /or Existing Roads, Utilities, Structures, Highways, etc: See Sheets C102
for proposed and existing improvements.
1D Lot and /or Building Locations: See Sheet C101 for building location.
TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATURES:
2A Existing Vegetation: The parcel of real estate to be developed has existing vegetation comprised of
grass.
2B Location and Name of All Wetlands, Lakes, and Water Courses On and Adjacent to the Site Elliot Creek flows
south along the postern boundary of the overall project.
2C 100 Year Floodplains, Floodwoy Fringes, and Floodways: None
2D Soils Information: See Sheet C100 for the Soils Map showing the soils information.
2E Existing and Planned Contour Lines: See Sheets C102 for existing and proposed contour
lines.
2F Location of Specific Points Where Stormwater Discharge Will Leave the Site: Stormwoter is collected via an
on- site system of inlets, pipes and swales and conveyed to the proposed retention pond. The storm water outfall
for this project is the Elliot Creek.
2G Identify All Receiving Waters: Receiving waters: Elliot Creek, White River
2H Potential Areas Where Stormwater May Enter Groundwater. The proposed retention pond facility is a potential
area where stormwater may enter ground water.
21 Location of Stormwater System: See Sheet C102 for proposed stormwater system. r
LAND DISTURBING: ACTIVITIES:
3A Location and Approximate Dimensions of all Disturbed Areas: See Sheets C103 showing the
limits of construction.
3B Soil Stockpiles and /or Borrow Areas: Areas to be designated by the developer.
EROSION AND SEDIMENT CONTROL MEASURES:
4A Sequence of When Each Measure Will be Implemented: See Sheet C103 for Erosion Control Schedule showing
installation sequence.
4B Monitoring and Maintenance Guidelines for Each Measure: See Sheet C104 for Erosion Control Schedule
showing maintenance schedule.
4C Perimeter Sediment Control Measures: See Sheet C103 for location of perimeter control and
Sheet C104 for details and specifications.
4D Temporary' Seeding: See Sheet C103 for location of temporary seeding and Sheet C104 for
details and specifications.
4E Temporary Erosion and Sediment Control Measures: See Sheet C103 for location of
temporary erosion and sediment control measures and Sheet C104 for details and specifications.
4F Permanent Erosion and Sediment Control Measures: See Sheet C103 for location of
permanent erosion and sediment control measures and Sheet C104 for details and specifications.
4G Storm Drain Inlet Protection: See Sheet C103 for location of storm drain inlet protection
and Sheet C104 for details and specifications.
4H Stormwoter Outlet Protection: See Sheet C103 for location of stormwater outlet protection
and Sheet C104 for details and specifications.
41 Stable Construction Entrance: See Sheet C103 for location of construction entrance and
Sheet C104 for details and specifications.
4J Erosion and Sediment Control on Individual Building Lots: See sheet C104 for additional specifications for house
builders.
4K Permanent Seeding: See Sheet C103 for location of permanent seeding and Sheet C104 for
details and specifications.
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
PUBLIC ROAD
6" (MIN)
2 -3" COARSE
AGGREGATE
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
TEMPORARY CONSTRUCTION
ENTRANCE DETAIL
EROSION CONTROL AND SEQUENCING
1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT
FENCES, SILT TRAPS, TREE PROTECTION AND INLET
PROTECTION FOR EXISTING INLETS PRIOR TO THE
START OF ANY EARTH MOVING OR STRIPPING.
2 CONTRACTOR SHAI.L INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE
START OF EARTHWORK AS NECESSARY TO PREVENT
SOIL FROM BEING TRACKED OR WASHED INTO EXISTING
ROADWAYS.
3 LAND ALTERATIONS WHICH STRIP THE LAND OF
VEGETATION, INCLUDING REGRADING, SHALL BE DONE
IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER
FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED
AND PROTECTED. AS GRADING IS DONE, INSTALL SILT
TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY
DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES
AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT
CONTAINED ON SITE.
4 ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY
AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE
PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN
PHASES AS THE DIFFERENT AREAS OF THE SITE ARE
COMPLETED.
5 PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS
SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
6 THE DURATION OF TIME WHICH AN AREA REMAINS
EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM
DEPENDING UPON THE WEATHER. IF CONSTRCTION
ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS,
THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED.
7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL
BE PUT IN PLACE AT THE TIME EACH INLET IS
CONSTRUCTED.
8 CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND
UNTIL SILTATION OF THE STREETS AND STORM SEWERS
WILL NO LONGER OCCUR.
9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS
AND STORM SEWERS WILL NO LONGER OCCUR, THE
CONTRACTOR SHALL REMOVE AND DISPOSE OF THE
TEMPORARY EROSION CONTROL DEVICES.
10 THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS.
11 EROSION CONTROL TO COMPLY WITH INDIANA 327
IAC AND RULE #5, AND INDIANA HANDBOOK FOR
EROSION CONTROL IN DEVELOPING AREAS.
12 THE INSPECTOR HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
50' (MIN)
12' (MIN)
24"
L,
2:1 (MAX.)
2 stakes (typ)
per bale
bindings to be
placed parallel
to ground
NOTE:
FLOW
1 1111-111_ I
111 ICI I CI- III =1�1_
1-11 L- 111 1 I_-__1 I 1
l i l lil l l Bi l l l 1 -7 1 l l l i l l l 1111-1-11111-1111
6' (MIN.)
SEEDING
-d
fill in
EROSION CONTROL
(NORTH AMERICAN
S -75 OR EQUAL)
EXISTING GRADE
EROSION CONTROL
MATTING DETAIL
Plan
(n.t.s.)
Profile
(n.t.s.)
flow
straw bale
stake (typ)
straw bale
yid
3 6 "undertoe
SEDIMENT FILTER DETAIL
CROSSBARS BEEHIVE INLET OR
DRAINAGE COVER
SILT FENCE MATERIAL SILT FENCE EXTENDS
6" BELOW FINISHED GRADE
mo w'
1. SEE SILT FENCE DETAIL
FOR MATERIAL SPECIFICATIONS.
2. SILT FENCE SHALL BE
PREASSEMBLED BY SUPPLIER.
INLET PROTECTION SILT FENCE
2 ft.
LATHS
10% SETTLEMENT
4' FRE ®OARD
Ii1 11 11 1 I I I I I I I-111 111 1 1 T I l• 1-1 1- -1 II I ll 1 I I l l 1=1 I I I I I 1 I I- I I l 1 l l l la I
2:1 (MAX.)
CROSS- SECTIONAL VIEW OF A TEMPORARY DIVERSION
TEMPORARY DIVERSION SWALE
6" MIN.
PROTECTED
AREA
TURN DOWN
BLANKET
GREEN
3
THE BLANKET SHOULD NOT BE
STRETCHED BUT ALLOWED TO LAY
LOOSELY ON THE SOIL SURFACE TO
ACHIEVE MAXIMUM BLANKET TO SOIL
CONTACT.
300
275
250
225
200
SLOPE 175
LENGTH 150
(FT.) 125
100
75
50
25
0
5
IN HIGH VELOCITY CHANNEL APPLICATIONS,
CHECK SLOTS SHOULD BE ESTABUSHED
EVERY 35 40'. THE SLOTS SHOULD BE
6" WIDE BY 6' DEEP WITH THE BLANKET
STAPLED IN THE BOTTOM OF THE SLOT,
THEN BACKFIIIED AND SEEDED.
SILT FENCE
Silt Fence Material
Fence Post
Fence Post Should
be Buried 1' Below
Ground Surface
N
x
1
3'
A
1 STAPLE PER S0. YD.
1 1/2'
GENERAL STAPLE RECOMMENDATIONS
4:1 3 :1 2:1
SLOPE GRADIENT
1:1
THE EDGES OF THE BLANKET SHOULD
BE BUTTED AGAINST EACH OTHER, THE
EDGES OF THE SCC225 SHOULD BE
OVERLAPPED 2
7
ROLL BLANKETS
OUT IN DIRECTION
OF WATER ROW.
B
3'
1 -1/2 STAPLES PER S0. YD.
CHANNEL
LINING
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL
AT SLOPE LENGTHS GREATER THAN 300 111_1 OR WHERE
DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE
BLANKETS, STAPLE PATTEi2N "C" SHOULD BE UTILIZED.
1 1/2'
7
ROLL BLANKETS
OUT IN DIRECTION
OF WATER ROW.
SILT FENCE
x
2
6
x:
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS
REWIRED DUE TO DEPTH OF FLOW.
CHANNEL UNINGS UTILIZE STAPLE PATTERN 'C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER UNE.
EROSION BLANKET INSTALLATION
PREPARATION OF THE SEED BED,
INCLUDING APPUCATION OF LIME,
FERTILIZER AND SEED SHOULD BE
CONDUCTED AS NORMAL PRIOR TO
INSTALLATION OF BLANKET.
X
10'
TYPICAL
Silt Fence shall be a machine produced, non -woven geotextile of 100%
polypropylene meeting the physical properties below.
All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled
to stakes over fabric as reinforcement.
All silt fence shall be prefabricated by the supplier. No field assembly
will be accepted.
Fabric Weight 4 oz /syd
Grab Strength Warp 125 lbs.
Elongation Warp 50
Trapezoidal Tear Strength 50 Ibs.
Burst Strength 200 psi
UV Resistance 70
A.O.S 50-80
Slurry Flow Rate 225 gpm /sq. ft
Sediment Retention 75
SILT FENCE DETAIL
N TS
Stakes 5' O.C.
Ground Surface
Silt Fence Material Should
be Buried 6" Below Ground
Surface.
ON SLOPE APPUCATIONS, THE TOP OF
THE BLANKET SHOULD BE 'SLOT lull IN
ABOVE THE BREAK OF THE SLOPE OR AT
A MINIMUM, STAPLED IN PLACE WITH
STAPLES 6" APART ON THE END OF THE
BLANKET.
4
ON LONG SLOPES, THE ENDS OF THE
BLANKETS SHOULD BE OVERLAPPED
4 6" IN A 'SHINGLE LIIICT'.
X
x
TYPICAL TOPSOIL STOCKPILE
Wheat or Rye
Oats
Annual Ryegrass
Non Irrigated*
Irrigated
Dormant
Seeding
Jan
Wheat or Rye
Annual ryegrass
1 Ib.
Temporary Seeding Dates
Feb Mar Apr May Jun Jul
FIGURE 5-3
Temporary Seedings
Not necessary where mulch is applied.
Kind of Seed 1000 Sq. Ft. Acre Remarks
Sep Oc
3.5 lbs. 2 bu. Cover seed 1" to
1 1/2" deep
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 50
Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep
40 lbs. Cover seed 1/4"deep*
Nov
Dec
Seedbed Prepor ation
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 fel tility will greatly enhance vegetative growth.
Work t11, 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.
Species
Level and Sloping, Open Areas
1. Tall Fescue 35
Steep Banks and Cuts
4. Tall Fescue 15
Kentucky Bluegrass 25 .6
5. Tali Fescue 35
Emerald Crownvetch 10 .25
Figure 5 -2: Permanent Seed Mixtures
Seeding Rate Suitable pH
Ibs /acre lbs/1000
sq. ft.
Site Suitability*
well
Droughty Drained Wet
.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
.4 5.8-7.5 2 1 2
8 5.5 -8.3 2 1
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)
8. Tall Fescue 170 4.0 5.5 -8.3
2 1 2
1 Preferred 2 Will Tolerate Inoculate with specific Inoculant.
Ranking:
1 Good
2 Medium
Not tolerant
FIGURE 5 -4
Salt Tolerance (to both soil salts spray):
T Tolerance
MT Medium Tolerance
S Slight Tolerance
CYD
z
CD
w
L)
0 011111 11111 111/8/1 0
0 GISTE, 5'
No.
#0 //r/m11111‘111 00
9800085
STATE OF 1-:
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION, AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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CARMEL, INDIANA