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MASONRY BLDG
MASONRY
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STAKES
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NOTE:
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STRAW BE BALES I
AND MAINTAINED IN
SWALE SO TO PREVENT SILT
AND DEBRIS FROM ENTERING INTO
DOWNSTREAM DRAINAGE FACILITIES DURING
CONTRUCTION. THEY SHALL REMAIN IN PLACE
UNTIL ADEQUATE VEGETATION IS ACHIEVED WITHIN
THE SITE, SUCH STRAW BALES SHALL BE FIRMLY
SECURED TO THE GROUND WITH FENCING.
EROSION CONTROL DETAIL 08
_ C400
NTS
DOWN St
MAINTENANCE INSTRUCTIONS:
1 1/2"X 1 1/2 "X 24" LONG
WOOD LATH TO SECURE TO
STAKES
36" WIDE NON -WOVEN
POLYPROPYLENE GEOTEX FABRIC
(4.5 OZ /S.Q YARD)
MAINTAIN BY REMOVING
ACCUMULATED SILT
CUT CONTINUOUS TRENCH, 6"
TO 8" DEEP & INSERT LOOSE
END OF FABRIC, BACKFILL
W/ EXCAVATED MATERIAL &
COMPACT
2"X 2 "X 36" LONG HARDWOOD
STAKES W/ ONE END
SHAPPENED &SPACED 5' -0" O.C.
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 AREA HAS BEEN STABILIZED, REMOVE
THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA
TO GRADE, AND STABILIZE.
SILT FENCE DETAIL 07
NTS C400
EROSION CONTROL PLAN
SCALE: 1" = 30'
SEEDING oPREPARATIION: j �{p p j 1 NN yp E ED FOR P
1�� N C F qO�� SCI I EN00'OpCS b LP OXIYZER
F WILLryry EATLY HANI�C �ETA1I0 G O . 1( THE t2 SLOPE' MUZr AS� IMS LE. OR RAKE (OPERATED ACROSS
SEEDING: p �p M� E p �pJEC7� Ugh �F
FI 5 S) J I� O� INGN BEST SEEDQNG DATES THE ACRES
r'GUR 5-,, HI
FIGURE 5 -2 PERMANENT SEED MIXTURE
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SPECIES VIII . 4 �J It 47 *� 11`
LEVEL AND SLOPING, OPEN AREAS
1.TALL FESCUE 35 .8 5.5 -8.3 2 1 2
2.TALL FESCUE 25 .6 5.5 -8.3 1
RED CLOVER **
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 CROWNVETCH ** 10 25
LAWNS AND HIGH MAINTENANCE AREAS
6.KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1
CREEPING RED FUSCUE 40 .9
7.PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1
RED CLOVER **
8.TALL FESCUE
ERRE 2 170 T4.0 5.5 -8.3 2 1 2
*+ INOCUILATE WITHOSPECIFIC IINOCULANTS.
AP
PERMANENT
SURFACE STABILIZATION 06
NTS C400
0' 15' 30' 60'
SCALE: 1 " = 30'
FLOW
COMPACTED
cr Tama
2X2 WOOD STAKE
STRAW BALE
GRATE
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� STORM INLET - -Iilj
STRUCTURE
NOTE: STRAW BALES TO BE STAKED -2 STAKES
PER E
BOUND WIRE 4 BALES PER STRUCTURE
SECTION A PLAN
MAINTENANCE INSTRUCTIONS:
1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND
MAKE NEEDED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE
STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR
UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL
CONSTRUCTTON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE
ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE.
STRAW BALE
INLET PROTECTION o5
NTS C400
NORTH
DAM BAG "D
Installation and Maintenance Guidelines
Installation: Remove the grate from catch basin. If using optional oil
absorbents; place absorbent pillow in unit. Stand the grate on end.
Move the top lifting straps out of tI% way and place the grate into the
Dandy Bag ll so that the grate is below the top straps and above the
lower straps. Holding the lifting devices, insert the grate into the inlet.
Maintenance: Remove all accumulated sediment and debris from vicinity&
of unit after each storm event. After each storm event and at regular
intervals, look into the Dandy Bag 11. If the containment area is more
than 1/3 full of sediment, the unit must be emptied. To empty unit,
lift the unit out of the inlet using the lifting straps and remove the
grate. If using optional,sorbente; replace absorbent when near
saturation. o_ DANDY 13AG ®II
o, -rta'c BTRAP9
DANDY BAGell
STANDARD FABRIC I9
AN ORANGE 'WOVEN
YONOPRAVERT
DUMMG STRAP
1110119 FOR MY
MMVAL aF CO
DANDY BAG 11
INLET PROTECTION o4
C400
WHEAT OR RYE
OATS
ANNUAL RYEGRASS
MULCHING
NON- IRRIGATED*
IRRIGATED
DORMAT SEEDING **
TEMPORARY SEEDING DATES:
INSTALLATION SEQUENCE
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE.
2. INSTALL INLET PROTECTION.
3. STRIP TOPSOIL AND REMOVE FROM SITE.
4. INSTALL UTILITIES AND STORM SEWERS.
5. ROUGH GRADE SITE.
6. TEMPORARY SEEDING.
7. BUILDING CONSTRUCTION.
8. FINAL GRADING AND PAVING.
9. INSTALL EROSION CONTROL BLANKETS.
10. PERMANENT SEEDING AND SODDING PER SHEET C300
11
. REMOVE TEMPORARY EROSION CONTROL MEASURES
AFTER EXPOSED SOIL IS STABILIZED BY PERMANENT SEEDING.
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PROPOSED CONSTRUCTION FENCE
� � - CONSTRUCTION LIMITS
SILT FENCE, SEE DETAIL 07/C400
EROSION CONTROL BLANKET (NORTH
ERI GREEN S075 OR APPROVED
AM AN
EQ
UAL SEE DETAIL 02/C400
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STRAWBALE EROSION CONTROL
SEE DETAILS 08/C400
EROSION CONTROL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL
CONFORM TO THE STANDARDS, SPECIFICATIONS AND
PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING
AGENCIES, WHICHEVER HAS JURISDICTION,
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE
ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING,
EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL
TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL
VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL
REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE.
ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY
IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW
PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE
MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE
EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY
REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE,
MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES,
CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN
TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND
THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE
EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE
THAT MAY HAVE OCCURRED.
5. FINAL OR TEMPORARY SEEDING MUST BE COMPLETED
IMMEDIATELY AS AREAS BECOME FINISH GRADED AND AS
SHOWN ON THE PLANTING AND GRADING /DRAINAGE PLAN.
6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION
SHALL BE USED AS INDICATED ON PLANS. IF LOCAL
ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES
AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES.
7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED
ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR
SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND
PROMPTLY.
8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS
WITH UNWEATHERED STRAW SPREAD UNIFORMLY AT THE
R T OF TWO TONS PER ACRE OR 100 P
A E OUNDS PER
1,000 SQUARE FEET. THIS MULCH SHOULD ULD BE ANCHORED
WITH A DISC -TYPE ANCHORING TOOL AND
PROVED
TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH
(HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED
IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL
THE LOCAL OR CITY REQUIREMENTS.
9. PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS.
INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4"
DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH
INDICATED ON PLANS. SLOPE PIPE AND
TRENCH AT SAME
SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE
PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE
THE PAVEMENT IS INSTALLED.
10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES
ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ACTUAL LENGTHS RE UIRED TO COMPLETE E TH E INSTALL-
ATION AS SHOWN.
11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER
FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND-
SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION
AND VERIFICATION.
12. IF A SITE IS GOING TO BE UNDISTURBED FOR 15 DAYS OR
MORE THEN TEMPORARY SEED WILL NEED TO BE INSTALLED.
IF AT ANYTIME THE SEEDING CANNOT
BE
ESTABLISHE D THEN
A MULCH OR SOME OTHER APPROVED GROUND STABILIZER
WILL HAVE TO BE INSTALLED, PER APPROVAL OF THE STORM
WATER CONSERVATION DEPARTMENT.
13. A
THE CONTRACTOR SH LL HAVE THE TRASH PICKED UP
ON A DAILY ROUTINE DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL PUT DOWN MULCH WHEN THE SEEDING
CAN NOT BE APPLIED. MULCHING CAN BE PUT DOWN IN TWO WAYS.
ONE WAY IS WITH NETTING. THE SECOND WAY IS CRIMPING.
15. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA
ROUGHLY 10X10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR
SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A
APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA.
16. AFTER THE ENERGY CENTER IS COMPLETED CONTRACTOR IS TO
REMOVE ENTRANCE DRIVE AND LAYDOWN /STAGING AREA. CONTRACTOR
WILL SEED THESE AREAS ACCORDING TO SPECS.
EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE
CONSTRUCTION STAGING AND LAY DOWN AREA
STONE ENTRANCE
STONE BASE PER CITY OF CARMEL'S STANDARDS
(fo
TEMPORARY SEEDING
WEEKLY OR AFTER STORM EVENTS AS NEEDED
SEE DETAIL 03/C400
®
PERMANENT SE DING
PRIOR TO CLEARING &EARTHWORK
/E/
SEE DETAIL 06 C400
WEEKLY OR AFTER STORM EVENTS AS NEEDED
FABRIC DROP I LET PROTECTION,
RIPRAP DAM SEDIMENT FILTER
SEE DETAIL 04 C400
1
R
SAND BAG INLET PROTECTION
SEE DETAIL 05 C400
I" ,.Z .1.
� 1:1:1
STRAWBALE EROSION CONTROL
SEE DETAILS 08/C400
EROSION CONTROL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL
CONFORM TO THE STANDARDS, SPECIFICATIONS AND
PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING
AGENCIES, WHICHEVER HAS JURISDICTION,
2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE
ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING,
EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL
TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL
VEGETATION AS MUCH AS POSSIBLE.
3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL
REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE.
ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY
IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW
PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE
MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE
EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY
REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE,
MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES,
CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN
TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND
THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE
EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE
THAT MAY HAVE OCCURRED.
5. FINAL OR TEMPORARY SEEDING MUST BE COMPLETED
IMMEDIATELY AS AREAS BECOME FINISH GRADED AND AS
SHOWN ON THE PLANTING AND GRADING /DRAINAGE PLAN.
6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION
SHALL BE USED AS INDICATED ON PLANS. IF LOCAL
ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES
AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES.
7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED
ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR
SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND
PROMPTLY.
8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS
WITH UNWEATHERED STRAW SPREAD UNIFORMLY AT THE
R T OF TWO TONS PER ACRE OR 100 P
A E OUNDS PER
1,000 SQUARE FEET. THIS MULCH SHOULD ULD BE ANCHORED
WITH A DISC -TYPE ANCHORING TOOL AND
PROVED
TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH
(HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED
IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL
THE LOCAL OR CITY REQUIREMENTS.
9. PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS.
INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4"
DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH
INDICATED ON PLANS. SLOPE PIPE AND
TRENCH AT SAME
SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE
PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE
THE PAVEMENT IS INSTALLED.
10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES
ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ACTUAL LENGTHS RE UIRED TO COMPLETE E TH E INSTALL-
ATION AS SHOWN.
11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER
FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND-
SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION
AND VERIFICATION.
12. IF A SITE IS GOING TO BE UNDISTURBED FOR 15 DAYS OR
MORE THEN TEMPORARY SEED WILL NEED TO BE INSTALLED.
IF AT ANYTIME THE SEEDING CANNOT
BE
ESTABLISHE D THEN
A MULCH OR SOME OTHER APPROVED GROUND STABILIZER
WILL HAVE TO BE INSTALLED, PER APPROVAL OF THE STORM
WATER CONSERVATION DEPARTMENT.
13. A
THE CONTRACTOR SH LL HAVE THE TRASH PICKED UP
ON A DAILY ROUTINE DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL PUT DOWN MULCH WHEN THE SEEDING
CAN NOT BE APPLIED. MULCHING CAN BE PUT DOWN IN TWO WAYS.
ONE WAY IS WITH NETTING. THE SECOND WAY IS CRIMPING.
15. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA
ROUGHLY 10X10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR
SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A
APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA.
16. AFTER THE ENERGY CENTER IS COMPLETED CONTRACTOR IS TO
REMOVE ENTRANCE DRIVE AND LAYDOWN /STAGING AREA. CONTRACTOR
WILL SEED THESE AREAS ACCORDING TO SPECS.
EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE
EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE
STONE ENTRANCE
AS REQUIRED
PRIOR TO CLEARING & EARTHWORK
SILT FENCE
WEEKLY OR AFTER STORM EVENTS AS NEEDED
PRIOR TO CLEARING & EARTHWORK
TREE PROTECTION FENCING
WEEKLY OR AS NEEDED
PRIOR TO CLEARING &EARTHWORK
EXISTING INLET PROTECTION
WEEKLY OR AFTER STORM EVENTS AS NEEDED
PRIOR TO CLEARING & EARTHWORK
RIPRAP DAM SEDIMENT FILTER
WEEKLY OR AFTER STORM EVENTS AS NEEDED
AFTER ROUGH GRADING
STRAW BALE INLET SEDIMENT FILTER
WEEKLY OR AFTER STORM EVENTS AS NEEDED
AFTER ROUGH GRADING
STONE FILTER INLET PROTECTION
WEEKLY OR AFTER STORM EVENTS AS NEEDED
AFTER PAVING
TOPSOIL STOCKPILE TEMPORARY SEEDING
WATER AS NEEDED
AFTER TOPSOIL STRIPPING & STOCKPILE
RIPRAP OUTFALL PROTECTION
WEEKLY OR AFTER STORM EVENTS AS NEEDED
AFTER ROUGH GRADING
EROSION CONTROL MATTING
WATER AS NEEDED
AFTER FINISH GRADING AND PERMANENT SEEDING
TEMPORARY SEEDING
WATER AS NEEDED
AFTER FINISH GRADING
PERMANENT SEEDING
WATER AND MULCH AS NEEDED
AFTER FINISH GRADING.
REMOVAL OF RIPRAP DAMS
VERIFY THIS IS NO LONGER REQUIRED
AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED
REMOVAL OF STRAW BALE INLET PROTECTION
VERIFY THIS IS NO LONGER REQUIRED
AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED
REMOVAL OF TREE PROTECTION
VERIFY THIS IS NO LONGER REQUIRED
AFTER ADJACENT AREAS ARE PERMANENT SEEDED.
REMOVAL OF STONE FILTER INLET PROTECTION.
VERIFY THIS IS NO LONGER REQUIRED
AFTER UPSTREAM LOTS ARE STABILIZED
REMOVAL OF SILT FENCE
VERIFY THIS IS NO LONGER REQUIRED
AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED
REMOVAL OF TEMPORARY CMP SEDIMENT RISER
VERIFY THIS IS NO LONGER REQUIRED
AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED
mma 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 %.
FIGURE 5 -3
TEMPORARY SEEDING:
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 TO 1 DEEP
ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1/4- DEEP
MULCH 1.5 -2 TON ACRES
* NOT NECESSARY WHERE MULCH IS APPLIED.
TEMPORARY
SURFACE STABILIZATION 03
NTS C400
MED /HIGH
- C r�AL D
"� -x-3, x� 3' -O' x SH6�'�NE
7 1/2' 1 1/2' FLOW C
A I3 CHANNEL v\0\_
�C S�,
x x x 1:1 � C B � /�y
I STAPLE PER 19 STAPLES PER
SQ. m. SQ. YD. 2:1 a C g
0
x-S <x - x-1 x x 3'1 N Q s A 2" TO 3" COURSE
x� x20x . x AGGREGATE .
3-►I 4:1 9 A 12
x x a x x x 6" MIN.
z x x ° GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
SLOPE LENGTH
25STA1PL. PER 3? SQ. YD. PER oo�, TEMPORARY GRAVEL
((�� DD .5 %I',° CONSTRUCTION ENTRANCE 01
R3 NTS NTS C
h
-P v 50
15 0
1a •, 337, 30%
.:,
85 1S
its , zox
157
6 1OA
0, 59.
EROSION CONTROL BLANKET MAINTENANCE INSTRUCTIONS:
HOLEY MOLEY
SAYS,
1. DURING VEGETATIVE
ANY EROSION ESTABLISHMENT, (THE BLANKET. AFTER STORM "DON'T
2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF DIG
THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND
RE -LAY AND STAPLE THE BLANKET. BLIND"
3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA
PERIODICALLY.
EROSION CONTROL BLANKET
STAPLE PATTERN O2
NTS ____111C, 400 1- 800 - 382 -5544
CALL TOLL FREE
1-800- 428-5200
FOR CALLS OUTSDE OF INDIANA
illl/ e
11
'
�,; ,,
'
I i' /1
• 111,
0
CSO SCHENKEL SHULTZ
280 East 96th Street, Suite 200, Indianapolis, IN 46240
T 317.848.7800 F 317.574.0957 www.csoinc.net
PfOJBCt:
CARMEL
PARCEL 7C
ENERGY
CENTER
3RD AVENUE
SOUTHWEST &
CITY CENTER DRIVE
CARMEL, INDIANA
46032
Scope Drawings:
These drawin s indicate t I
g c e he genera scope .,f the project '
m terms of architectural design concept, the dimensions of
the building, the major architectural elements .;rd the type
of structural, mechanical and electrical systems
The drawings do not necessonly indicote o' o'scnbe all
work required for full performance and compleL, � cf the
requirements of the Contract.
On the basis of the general scope indicotec ;r described,
the trade contractors shall furnish all items req,.�red for the
proper execution and completion of the work
Drawing Title.
EROSION
CONTROL
PLAN
Revisions:
Issue Date
Drawn By
WNAe Y
c
Checked By
ej
Of/9V0�
01/31/07
KRS
AAO
RRO
11 Certified By: 11
A.
ccr. �Y Rye' • •': s = `
`t i`L �e ;yr10 4 _¢
1. 1. f t 114. Cr =tr i
�0'. � ..
L
e F�yfi�'t., , �u t9I �
31- o
Drawing Number:
C400
Project Number:
26239